(2020) Programme de formation sur l'évaluation des dommages en Haïti

[page 1] USAID RESPONSE PREPAREDNESS HAITI Haiti Damage Assessment Training Program May 2020 [page 2] Module 1 — Introduction and Overview [page 3] Am) USAID miyamoto. HAITI AND BUILDING RESILIENCE USAID OFFICE OF U.S. FOREIGN DISASTER ASSISTANCE (OFDA): * Office under the United States Agency for International Development (USAID) that is charged by the US President with directing and coordinating international disaster assistance. * In cooperation with other governmental organizations, NGOSs and experts, OFDA continuously: " Monitors global hazards “" Identifies potential areas of need =" Stands ready to respond whenever disaster strikes = Invests in development of Disaster Risk Reduction programs worldwide [page 4] Miyamoto globa locations nue. - RES <e se met LE. sdééé #. Œis Spor M éd” ne. - <Ôis M Von 2 5 2 s” Italy FN) F SEFEMAN® Reno L Washington, D.C. . K Turkey C3 . San Francisco e Los Angeles Xe 2 à Ke pi à _ “ ” dan 7° San Jose h (e i Es L. à 4 2%, DET É É mn Orange County ) Fe im 4 ". k . 7 Japan ON ain À : à «° . San Diego <, 4 Pad Porto Rico Liberia India P DCR L À Æ ke À. Thailand DE k 2 ù Costa Rica > D . Colombia « è 1 Li : A) . X 5 L1 New Zealand 5 [page 5] ŒUSAID miyamoto. HAITI OVERVIEW Day 1 Module 1 - Introduction and Overview Module 2 — Earthquake Damage Repair Module 3 — Roof Structure Reinforcement Solutions for Hurricane [page 6] ŒUSAID miyamoto. HAITI OVERVIEW Day 2 Module 4 — Permit Checklist. Module 5 — Structural drawings. Certification Exam (60 minutes) [page 7] ŒUSAID miyamoto. HAITI OBJECTIVES To expand on the facilitation of a sustainable earthquake and hurricane damage assessment system in Haïti and build technical and institutional resilience for a reduction in internally displaced people (IDPS), lives lost, less people injured and less social and economic disruption. [page 8] & USAID miyamoto. HAITI THANK YOU! [page 9] USAID one” FROM THE AMERICAN PEOPLE RESPONSE PREPAREDNESS AND BUILDING RESILIENCE EARTHQUAKE DAMAGE REPAIR May 2020 [page 10] ŒUSAID miyamoto. HAITI Repairs of Damaged M Buildings [page 11] ŒUSAID miyamoto. HAITI REPAIR AND SEISMIC STRENGTHENING OF BUILDINGS + Repair and seismic strengthening of damaged structures is important in order to restore the use of structures damaged in an earthquake, and guarantee the safety of residents or users. * Although repairs may provide some local resiliency to elements damageld in an earthquake, they are not seismic upgrades. [page 12] ŒUSAID miyamoto. HAITI DIFFERENCE BETWEEN REPAIR AND SEISMIC STRENGTHENING OF BUILDINGS. + Seismic strengthening requires an analysis of the existing building. But repair is based on guideline details. + Seismic strengthening is designed for the entire building to address the structural deficiencies of the lateral force resisting system. But repair is only applied to damaged elements and does not address other deficiencies. [page 13] @USAID miyamoto. HAITI DIFFERENCE BETWEEN REPAIR AND SEISMIC STRENGTHENING OF BUILDINGS (CONT.) + Strengthening is typically implemented prior to an earthquake to reduce the risk of loss of life, injury, and major structural damage or collapse. [page 14] ŒUSAID myamoto. HAITI DIFFERENCE BETWEEN REPAIR AND SEISMIC STRENGTHENING OF BUILDINGS (CONT.) + Repairs are implemented after an earthquake and may add additional resiliency to the elements that were damaged, but the building will most likely experience similar damage in future earthquakes. [page 15] ŒUSAID miyamoio. HAITI REPAIR + Repairs are applied only to the damaged elements of the building. + The goal of repair is to bring the building back to the original condition prior to the seismic event. [page 16] ŒUSAID miyamoto. HAITI REPAIR (CONT.) * Repairs are usually made following a natural disaster (earthquake and hurricane most common case in Haïti). * Arapid and detailed assessment of the damage is necessary prior to identifying the repair type. [page 17] ŒUSAID miyamoio. HAITI REPAIR (CONT.) * For this program, the repair methods that will be illustrated below are applicable for residential and commercial buildings not exceeding two levels. [page 18] ŒUSAID miyamoio. HAITI Natural disaster Rapid Damage Assessment Detailed Damage Assessment [page 19] @USAID miyamoto. HAITI SEISMIC STRENGTHENING + Seismic strengthening is designed for the entire building to address the structural deficiencies of the lateral force resisting system. + Strengthening can be done prior to an earthquake, or after an earthquake, along with repairs or reconstruction of damaged elements. [page 20] ŒUSAID miyamoto. HAITI SEISMIC STRENGTHENING (CONT.) + Seismic strengthening is typically applied to a large industrial or commercial building, hospital, school, public or government buildings. [page 21] ŒUSAID miyamoto HAITI SEISMIC STRENGTHENING AFTER EVENT [page 22] ŒUSAID miyamoto HAITI SEISMIC STRENGTHENING PRIOR TO EVENT [page 23] fut RESPONSE PREPAREDNESS &/USAID miyamoto. HAITI SCHEMATIC REPAIRS DESIGN BASED ON: * Engineering principals of Reinforced Concrete Masonry e ASTM STP 1180 testing performed o This testing was done on unreinforced block masonry walls similar to what is used in Haiti and provides energy absorption characteristics with increased shear capacity with joint reinforcement o 800% capacity increase [page 24] ŒUSAID miyamoto. HAITI ASSESSMENT AND REPAIR This training is intended for engineers who ensure quality control of the repair of damaged structures in the following cases: * Residential structures one to two levels. * Residential structures tagged green, yellow or red (little damage). + Residential structures requiring simple technical solutions. [page 25] ŒUSAID miyamoto. HAITI ASSESSMENT AND REPAIR (CONT.) * Load-bearing wall structures with lightweight roofing systems. + Structures whose overall repair costs are within acceptable limits. [page 26] ŒUSAID miyamoto. HAITI DAMAGE REPAIR GUIDELINES BASED UPON: - Repair damaged structure back to pre-earthquake condition, or better. + Do not provide significantly more strength or stiffness in one area of the building during repair ° Provide enhancements in ductility (energy absorption) where possible [page 27] ŒUSAID miyamoto. HAITI REPAIR GUIDELINE LIMITED TO: + One and two story confined concrete masonry buildings + Concrete or wood roof + Yellow tagged structures o Minimal damage leading to a more efficient repair + Some red tagged Structures o Some have limited damage which causes the ‘” Red tag” [page 28] ŒUSAID miyamoto. HAITI RAPID DAMAGE ASSESSMENT * After a natural disaster rapid damage assessment evaluations will be conducted for all buildings. + The evaluations will be conducted by ATC 20 modified version for Haïti * Safety Evaluation of damages + Tagging of all buildings [page 29] {USAID miyamoto. HAITI Det d"+Hf JM 17 [page 30] ŒUSAID miyamoto. HAITI ENGINEERS ARE TRAINED TO DO A REPAIR ENGINEERING ASSESSMENT + On site engineering review of structures * Identification of repair methods + Measurement of repair quantities and schedule * Post-processing data to quantify material and repair costs [page 31] ŒUSAID miyamoto. HAITI TYPICAL EARTHQUAKE DAMAGE + A1 —- Masonry wall Crack (X-Crack) + B1 & B2 — Masonry wall Crack (Window) + C1 — Wall out of plane Failure ° D1 — Door or Window Lintel Failure + E1 — Disconnected Wall — Concrete Roof + E2 — Disconnected Wall - Wood Roof ° F1 — Minor Plaster or Masonry Cracks + G1 — Spalled Concrete Column ° H1 & H2 -— Concrete Column Rupture Top & Bottom [page 32] Sus miyamoto. HAITI Pose FROM THE AMERICAN PEOPLE DE —, | De CE a Rs [page 33] &USAID miyamoto. HAITI La FROM THE AMERICAN PEOPLE ro S h ear X C rack = Wal | MUR ana al NOUVEAU MUR ur R e P ace m e ni RENFORCEMENT L= 4m MAX RENFORCEMENT D A | RS * Earthquake forces have caused TT À : Î [] shear failure . E _ Ti Ds ° The remaining capacity is a D ÿ = hi ; limited. Rs es he : : se M TT Ÿ_If ° The repair provides for additional Las ls ge à ol capacity with steel reinforcing a re are Re : : : ACIER 1/4 POUCE and better quality construction in masonry, mortar and concrete. A1 - REPLACEMENT DE MUR LAYAND FISSURE EN X C1 - REPLACEMENT MUR DEPLACE [page 34] ŒUSAID miyamoto. HAITI B1 AND B2 Diagonal shear crack in concrete masonry wall with a window. - Bi is for opening without a Lintel. - B2is for opening inclusive of a Lintel. [page 35] ŒUSAID miyamoto. HAITI + Bi is for opening without a Lintel MACRO à > | : Ts MTPTC [page 36] {USAID miyamoto. HAITI + B2is for opening Inclusive of a Lintel. [page 37] ŒUSAID miyamoto. HAITI REPAIR B1 Shear X Crack w/ window = Wall Replacement -_ Earthquake forces have been absorbed into the masonry wall piers and the piers have fractured due to the forces. -_ The remaining load carrying capacity is limited. -_The repair provides for additional capacity with steel reinforcing and better quality construction in masonry, mortar and concrete. [page 38] LR d'un U SA D RESPONSE PREPAREDNESS ET mIyamo 0. AND BUILDING RESILIENCE \emm/ FROM THE AMERICAN PEOPLE COULIS DE BETON COLONSE: DUTANE RENFORCEMENT AVEC ACIER MUR EXIST/ 1/4 POUCE AVEC ETRIER FI r__[_FSCOIOCE T— li | MUR soie” L NOUVEAU MUR RENFORCEMENT AVEC ACIER } POUCE PUN © AVEC ETRIER RENFORCEMENT L = 4m MAX VE | un y mu 4 mm | FEU 1/2 POUCE. [a [LL 1 li] ARE NE | ] . —È I HI } CT] ; ; 1 L'OUVERTURE 5 -H ns: . D OURNIR UN = 1 = smart | | R — H LE [AL HAQUE RANGEE 2 [l j l [CH 12 5 [ | IDE & [ j £ LL & ©L HI 7 CT 4 \ i1® ep | | 7 LKR Ÿ RTK RUE TR TS EURO PE ou ! ” (N) BLOC DE BETON JOINT RENFORCE AVEC: AVANT D'ENLEVER LE MUR PANGER DISTANT ACIER 1/4 POUCE B1 - REMPLACEMENT D'UN MUR AVEC OUVERTURE, SANS LINTEAU [page 39] ŒUSAID miyamoto. HAITI REPAIR B2 Shear X Crack w/ window = Wall Replacement -_ Earthquake forces have been absorbed into the masonry wall piers and the piers have fractured due to the forces. -_ The remaining load carrying capacity is limited. -_ The repair provides for additional capacity with steel reinforcing and better quality construction in masonry, mortar and concrete. [page 40] TR + SA D RESPONSE PREPAREDNESS (=) U miyamoto. AND BUILDING RESILIENCE tom FROM THE AMERICAN PEOPLE COLONNE EJOSTANTE SOUL D REIN DS € \ RENFORCEMENT AVEC DES ARMATURES DE 1/4° MAUR EXISTANT REUÉE PAR DES ÉPINGLES L IDE HCIEICE L'E Lu ' 5 MUR ENDOMMAGE afeh ROUEN AR RENFORCEMENT AVEC ACIER 144 POUCE si AVEC ÉTRIER — our —( a) | L= 4m MAX BON EE A. EPP RSR LORIE ASE SE EPST AA Ni LOLOHENT LT [LL _ TH _ DS ITA V LV ii LIL HE ED RRE: Es El Li IDR M: EBLL FF s| ÉD LY TÉL LR L'LAs 5 HOL WO6 DL LBL L Hi}: ë LU LT LB LOL |: &| [OL UM 5 DL LEEL LH É el LOU LL LE LL 4 | BRU AN 2 ES SRE RS 3 2 RE PR LE _W7/ LEÉRD DL EL UV # CZK dé KR KL EX COULS DE BETON | NOTE. SUPPORTER LA DALLE AU DES ES ESPACES DE 1220 i PO BLOC DE BÉTON JOINT RENFORCÉ AVEC AVANT D'ENLEVER LE MUR PLANCHER EXISTANT DES ARMATURES D'ACIER DE 144 POUCE B2 - REMPLACEMENT D'UN MUR EEE [page 41] { USAID miyamoto. HAITI | / Out of plane failure of F wall. | 7. # | [page 42] 1) mIyamoto. ne A FROM THE AMERICAN PEOPLE 188} ” =, 4 sf ”. * - 7 AB 7 ? F4 a # 4 » . £ : fan 4 ) À … 4 : FE j à [page 43] ŒUSAID miyamoto. HAITI REPAIR C1 Dislodged Wall = Wall Replacement - Earthquake forces have moved the wall — out of plane. The wall is now ineffective to resist new earthquake forces. - The repair provides for additional capacity with steel reinforcing and better quality construction in masonry, mortar and concrete. [page 44] ER, + USA D RESPONSE PREPAREDNESS ASE mIyamo 0. AND BUILDING RESILIENCE tom FROM THE AMERICAN PEOPLE COUUS DE SÉTON COLONNE EXISTANTE REMFORCEMENT AVEC DES ARMATURES DE 144" MAUR EXISTANT REUÉE PAR DES CPINGLES a | : A À Z ; (@; GOILLIÉ IT MUR ENDOMMAGÉ pt NOUVEAU MUR RENFORCEMENT AVEC AOER be POUCE run AVEC ETRER L= 4e MAX rensoncada ac TONVRE ACER 1/2FOUCE SOYONS [ PRE. NE EME ARR V Te: LORS PEN m Ni D OL Li LL L EF _ HO 1 OLLT LL LH V/ Ut [7 HO DL :l LL LL He UT TT Lil DL LT T4 WU OL OL OL ch LOL L 1H | UD LL LL LD LD LE !- 5 LOL ON DO LOT OL Hi}: ; Li IL LL LL 14 F So He LL D LOL LL EH }5 el OL NY L LL LL Li !: [UT D Hi D 1 I H Ut WfL Lil LL LL _V #4 CORNE APN I NCA CEREE DRE CRUE RS ME à VV OUR EPST LCL US LCL LL UE LS UO { [af “ NP RAR NEARIERS IN) BLOC DE BÉTON JOINT RENFORCÉ AVEC AMANT D'ENLEVER LE MUR PLANOMER EXISTANT 0€5 ARMATURES D'ACIER DE 14 POUCE C1 - REMPLACEMENT D'UN MUR DÉPLACÉ [page 45] {USAID miyamoto. HAITI Lintel failure above LL Ce door or window. >. [page 46] ŒUSAID miyamoto. HAITI REPAIR D1 - LINTEL REPAIR - CRACKED LINTELS ABOVE DOORS/WINDOWS - Earthquake forces have moved the walls. The window lintel acts as a linking element and absorbs the earthquake forces. - The repair provides for additional capacity in the lintel and better quality construction. [page 47] ŒUSAID miyamoto. HAITI ro REPAIR D1 - LINTEL REPAIR A RE RE I EE OT 1 IT | à 5 lle} (E) OPEN #4 REBAR (N) GROUTED LINTEL- (THICKNESS TO (E) CMU WALL MATCH WALL) [page 48] {USAID miyamoto. HAITI >. Isolated wall failures Es due to pounding of ñ 4 À adjacent walls or out î . of plane movement, NN" due to lack of Le] adequate connection =" from roof to wall. L [page 49] ŒUSAID miyamoto. HAITI Isolated wall failures Soit: due to pounding of d adjacent walls or out *"""»" of plane movement. M ÿ [page 50] ant, RESPONSE PREPAREDNESS &)USAID miyamoto. HAITI REPAIRS Ei-WALL FAILURE nr FÉES E1 - Pounding at D_- Perpendicular Walls ARS SLR IRRY CON << [page 51] &USAID miyamoto. HAITIEFE REPAIRS E2-WALL _—. E2 - Out of plane for RS D nil ASP Wood Roof - Lackof “+ Pa 4 | TRE connection nn. | 7 [page 52] ŒUSAID miyamoto. HAITI WOOD ROOF CONNECTION Wood Roof Concerns: 1. Provide wall connections with new chainage where damaged 2. Chainage with reinforced masonry or concrete 3. Add new roof anchorage: - Bent vertical bar from wall -_ New #3 wire hook -_ New #3 rebar tie [page 53] ‘US t US) mIyamoto. Porc” FROM THE AMERICAN PEOPLE D = = = Minor cracking in Plaster or Masonry — Non- Structural. eh 2 #7” 7 Fe RS . 20 “hi 0 EE . > Êt NET [page 54] ŒUSAID myamoto. HAITI ; { a | As buildings move the non- structural items will take load and crack due to the movement. sd These cracks are not considered structural in nature but are earthquake damage and should be properly repaired. [page 55] fm, RESPONSE PREPAREDNESS ‘æ USAID miyamoto. HAITI ro” FROM THE AMERICAN PEOPLE D FISSURE ENTRE MUR ET DALLE ENTRE MUR ET TOITURE L= 4m MAX COLONNE EXISTANTE LA Pr] | [1 11 4_ À AA EAAAZZY CII | 1 | | C4 LL 1 PARA L 2 ELA SE LL OI IRL 1411}5 RS SRE RS RS CR EE DE SC I NI I MU LES g PAL LOL E g TREK KR KIT REFAIRE L'ENDUIT TRELLIS FISSURE MINEURE SOUDÉ PLANCHER EXISTANT F1 - FISSURE MINEURE DU MUR [page 56] {USAID miyamoto. HAITI Concrete cover on es - I column has spalled. | 5 NN Column inner core lt > remains intact. — VE. D [page 57] ŒUSAID miyamoto. HAITI REPAIR G1 SPALLED COLUMN Due to the movement of the _ structure and the general HIT ETTTS lack of a restraining EE | connection from columns to max d _—. beams in the slabs. The tops Ë ane Bots of columns can be subjected “ua to loss of cover concrete on ICT the reinforcement. —+—6 Providing a replacement to a this cover will provide the necessary protection for the reinforcement. [page 58] ŒUSAID myamoto. HAITI H1 AND H2 Fr __— Concrete column EE 4 L | à rupture and Et ik replacement. r à « [page 59] ŒUSAID miyamoto. HAITI REPAIRS H1 AND H2 CONCRETE COLUMN RUPTURE — TOP AND BOTTOM ° Condition occurs at Red tagged houses. + Movement of the column and lack of proper reinforcement confinement allows the concrete to rupture. [page 60] LR d'un USA D [ RESPONSE PREPAREDNESS & en À m yamo O. AND BUILDING RESILIENCE \emm/ FROM THE AMERICAN PEOPLE © DALLE ÉTRIER EXISTANTE EXISTANT ARMATURES EXISTANTES NOUVEAUX ÉTRIERS AVEC CROCHET À DE LA DALLE \ / 7] 13° ESPACÉS DE C3 10cm RS ——— À LE MAMAN LT . Î che de bles po RE Somérum SRE EEE mu EUFPB OPA ÉTAYER LA DALLE ICI V E s re ÉTAYER LA DALLE ICI BARRES DE 1/2 POUCE DE DIAMÊTRE 2 [* 4 ESPACÉES DE 30 CM DANS LES DEUX SENS E+15cm [7] [= En nl DUT] NOUVEAUX ÉTRIEI je LT AVEC CROGHETA | ARMATURES EXISTANTES. 1 135° ESPACÉS DE A CONSERVER tt f 10cm CM [L1] NOUVEAU BÉTON [== FONDATION EXISTANTE [l [| ii [ SERRES H1 & H2- COLONNE ENDOMMAGÉE [page 61] ŒUSAID miyamoto. HAITI ENHANCED MASONRY WORK Repair Construction Provides for new techniques + New masonry techniques e Layout + Mortar placement e Material Mix Consistency ° Working existing blocks: ° H-blocks for Reinforcement - Hollow Blocks ° Horizontal Reinforcement e Vertical Renforcement + Grouted masonry [page 62] Sema T RESPONSE PREPAREDNESS à ee À USA D m lyamoto HAI Ï AND BUILDING RESILIENCE one FROM THE AMERICAN PEOPLE L” x . 7 . ty NRIR : : La - . 4 LL - “ « x … , 1 à [page 63] ŒUSAID miyamoto. HAITI CONSTRUCTION SEQUENCING REPAIR A1, B1, B2, AND C1 1. Shore existing roof 2. Carefully remove wall 3. Install blocks with 72“ mortar joints and Reinforcing at specified joints 4. Presoak blocks before placement 5. Install reinforcing at end cells 6. Create H Blocks 7. Grout Wall with Concrete 8. Consolidate grout with vibration or rodding [page 64] EL T RESPONSE PREPAREDNESS a À USA D miyamotio HAI Ï AND BUILDING RESILIENCE one FROM THE AMERICAN PEOPLE 1. Pré PE 7 "RE ES 4 Pin PÉRN TS e 7 Ou JR E € À ni. LE 7 [page 65] ŒUSAID miyamoto. HAITI Shore existing structure | + | à [page 66] ŒUSAID miyamoto. HAITI Carefully remove wall M, 7 à ‘ ) ll | ) = à M [page 67] USAI PEOPLE m lyamoto. =] AI T Ï D Install horizontal N Sue 77 reinforcement mortar N. à SE > | Le _ [page 68] {USAID miyamoto. HAITI Maximum Mortar joint ME 1%” [page 69] PA TT Place reinforcing in | Aer end Cells (Th + [page 70] {USAID miyamoto. HAITI Create “H” blocks for 4 reinforcing [page 71] Sr Us miyamoto. HAITI mm FROM THE AMERICAN PEOPLE À F4 DU a ) Presoak blocks .. before placement D KR M 417 ie EX: Ê & à |: APS [page 72] ŒUSAID miyamoto. HAITI Consolidate grout à ea with vibration or FR 2 rodding 7 : % xp? [page 73] ŒUSAID miyamoto. HAITI CONSTRUCTION SEQUENCING REPAIR D1 LINTEL + Carefully Remove Door + Carefully remove portion of damaged wall + Form new lintel to masonry,. + Pour concrete grout into form and consolidate. + Wait one day and strip forms. [page 74] us miyamoto. HAITI LL FROM THE AMERICAN PEOPLE À _.. , Le. » ds à h | [page 75] ŒUSAID miyamoto. HAITI Remove portion of à damaged wall and : PA Form new Lintel [page 76] {USAID miyamoto. HAITI Pour concrete and PRE ; consolidate S No | Da F4 Nr : ; 4 à 0 F il ra Fe [page 77] ŒUSAID miyamoto. HAITI Remove forms after ln one day and replace Su damaged wall where M È $ required 4) “à À 4. 48 | [page 78] Eat US miyamoto. HAITI Porc” FROM THE AMERICAN PEOPLE TT Reinstall door Men. | ” \ j : ! £ [page 79] ŒUSAID miyamoto. HAITI CONSTRUCTION SEQUENCING REPAIR E1 AND E2 WALL + Shore existing construction + Carefully remove loose masonry + Install new masonry in the corner. * Place reinforcing in the joints to the corner. + Grout wall with reinforcement + Continue to final course. [page 80] ŒUSAID miyamoto. HAITI Shore existing — structure ù 4 [page 81] & USAID miyamoto. HAITI Carefully remove BR) loose masonry | à y | 4 ni: se ; ge - 7. { + [page 82] Émniù ‘& US eo FROM THE AMERICAN PEOPLE miyamoto. HAI TI D Install new masonry EN AR M o. MIO CPR TT 2 ; ? RÉSCNeS : AE MN. to the corner FER 1 LS see e : A TR RD: à: +. ARTE CARARERE à Det: t | 1 = : * «EN (| Lu L à sf X 6 [page 83] d'a + US miyamoto. HAITI onu sé FROM THE AMERICAN PEOPLE DE Install reinforcement à 2 i Into the corner \ Le, £ ER NS 4 à gi un N nt NOR, 21 En, ER N F D e Œ < +324 Re. ‘ * 4 g [page 84] ŒUSAID miyamoto. HAITI Form concrete D column at wall : intersection and Grout AU Cu masonry with Mn, concrete | Ra [page 85] Émniù S ŒU miyamoto. HAITI Le FROM THE AMERICAN PEOPLE À Complete wall Le Let ven < [page 86] ŒUSAID miyamoto. HAITI CONSTRUCTION SEQUENCING REPAIR F1 MINOR CRACKS + Carefully remove plaster from cracks + Inspect masonry and place reinforcing as necessary + Install new plaster in area. [page 87] Carefully remove x plaster at crack and inspect for cracks in j masonry blocks a à [page 88] ŒUSAID miyamoto. HAITI Patch new plaster BR [page 89] ŒUSAID miyamoto. HAITI “CONSTRUCTION SEQUENCING REPAIR Hi AND H2 COLUMN REPLACEMENT + Shore existing construction * Remove existing concrete column + Remove concrete at roof at top of columns. + Place new reinforcing ties with 135 degree hooks. * Form column and fill with concrete consolidating with vibration or rodding. + Strip forms after one day and patch as necessary. [page 90] ŒUSAID miyamoto. HAITI Shore existing ns 4 structure Um | # [page 91] ŒUSAID miyamoto. HAITI Carefully remove NF ÉRQ loose concrete at ee : dE. damaged column ; S | 7 « ‘ [page 92] Remove small portion M + of slab concrete at roof for pouring new D — / je columns | +. Des CI [page 93] ŒUSAID miyamoto. HAITI Place new reinforcing ties with 135 degree LE hooks | ë ni [page 94] ŒUSAID miyamoito. HAITI Form columns and VE pour concrete | | “ANS consolidating during Li AN placement À [page 95] USAID miyamoto. HAITI Remove forms next | Æ day de [page 96] ŒUSAID miyamoto. HAITI TACTICS: REPAIR ASSESSMENT TRAINING * Train the ATC damage assessment experienced engineers for repair assessment * Principal of earthquake structural engineering ° PDA repair assessment + Construction support + Class room and field trainings + Masons and contractors training [page 97] ŒUSAID miyamoto. HAITI QUALITY CONTROL Although the repair work must be performed by professional contractors, a team of engineers must be hired to ensure quality control during the work. The quality control engineers main purpose is to minimize the chance of defects before the project delivery to the owner or his consultancy,. [page 98] ŒUSAID miyamoto. HAITI QUALITY CONTROL (CONT.) Controlling quality means monitoring if the work practices are going as planned or not, examining the quality of the current construction tasks, and provide daily reports for all sites in construction. Also, the main goal is to ensure that the construction meets the standards specified at the start of the project. [page 99] & USAID miyamoto. HAITI THANK YOU! [page 100] HAITI AND BUILDING RESILIENCE ROOF STRUCTURE REINFORCEMENT SOLUTIONS FOR HURRICANE May 2020 [page 101] ŒUSAID miyamoto HAITI * Haïti is prone to = | cyclones, hurricanes nn * 4 — and tropical storms | up nr * Very high wind PIS V6 speeds and f Z so pressures Î }, * Engineered systems f! ce ; prevent costly and | 1h bé 4: dangerous damage [ [l Pr: [page 102] SUSAID miyamoto. HAITI ROOF TO WALL CONNECTIONS * Critical Connection + Provide safety and limit damage or collapse due to hurricane and tropical storms [page 103] SUSAID miyamoto HAITI Le FROM THE AMERICAN PEOPLE ROOF TIE DOWN SYSTEM MOST COMMON IN HAITI CONSISTS OF CONCRETE BLOCK OR ROCKS er D —— Fe à à LE A AE TT À 4 » 2 nr 3 mi D: | [page 104] St RESPONSE PREPAREDNESS “& USAID miyamoto. HAITI ° During a wind Storm, the drrachement building must withstand a horizontal wind force on the walls and windows and an upward pulling force at the roof. Q + _ These forces can reach 300 kg Ü per square meter and 4, sometimes more during a p "ONCE cyclone. | horizontale *__ To withstand a hurricane, the structure and the roof must be = properly constructed. [page 105] ŒUSAID miyamoto. HAITI ROOF CONSTRUCTION QUALITY * Inthe case of a building covered by a light roof or concrete slab, they will become dislodged and removed or collapsed if the construction quality IS POOTr. * For the roof slab poor quality can result if the concrete is made with white sand with salts instead of silica sand. Reinforcements will be visible on the surface in a few years due to water intrusion, reinforcing steel deterioration and concrete efflorescence. [page 106] ŒUSAID miyamoto. HAITI ROOF CONSTRUCTION QUALITY (CONT.) * The poor quality of the light roof is evident a. lfthe wood framing has termite damage or dry-rot or is of insufficient cross-section. b. Ifthe wood framing is fixed to the wall by inadequate connection. c. Ifthe sheet metal roof panels are rusted, or if the sheet metal roof panels are insufficiently fixed by nails or screws. [page 107] ŒUSAID miyamoto. HAITI LIGHT ROOF FRAME * The dimensions of the roof frame must be calculated to resist wind loads according to ASCE 7 (16). + For common building practice in Haïti, the purlin and raîfter system is an economical solution because the sheet metal roofing is attached directly to these purlins and it is not necessary to add sheet metal cleats. [page 108] ŒUSAID miyamoto. HAITI LIGHT ROOF FRAME (CONT.) ° The spacing of the purlins, which receive the sheet metal roofing directly, must not exceed 60 cm. ° The purlins shall be joined to the rafters and the raîfters shall be connected to the bond beam or reinforced wall with positive connections designed to resist wind uplift loads. [page 109] ŒUSAID miyamoto. HAITI —_—————————————————— RAFTER AND PURLIN SPACING PC Le [page 110] ŒUSAID miyamoto. HAITI INCORRECT RAFTER OR PURLIN OVERLAP (| # QE second | bc Simply PER, nailed dci junction [page 111] ŒUSAID miyamoto. HAITI CORRECT RAFTER OR PURLIN OVERLAP MS me À / use hex bolt with nut and base plate [page 112] @USAID miyamoto. HAITI RAFTER OR PURLIN CONNECTION AT WALL For a light roof structure covered with sheet metal roofing supporting by purlins and rafters, the treated wooden rafters shall be fixed on the bond beam a. By Galvanized steel brackets or hooves, screws, brackets and bolts, which require electrical equipment to install, b. Or by a 2.5 mm thick and 2.5 cm wide galvanized metal clip link fixed and nailed in the bond beam, c. Or by a 3/8” steel anchored in the bond beam. [page 113] ŒUSAID miyamoto. HAITI Incorrect Fixation Ce D 1 \ °° LE °° Ce Du o LS ; > ° e 0 S 29 060 00, É = Co . CR) e b ; ns 81 : [page 114] ŒUSAID miyamoto. HAITI Correct Fixation au 3/8” diameter steel anchored at Bond beam IT dk I . Bond Beam : CMU Wall MI [page 115] ŒUSAID miyamoto. HAITIES Correct Fixation ss A2" * Galvanized clip and de ee Strap anchored at SSD * Galvanized steel brackets installed at _— bond beam top É { (4 surface AS b-4 > ms [page 116] ŒUSAID miyamoto. HAITI SHEET METAL SCREW SPACING * For corrugated sheet metal, the interval between the screws line is 3 waves or flutes. The spacing must be 20 cm center to center between the lines. * For a trapezoidal sheet metal provide the screws at each flute. The spacing longwise must be 20 cm center to center between each line. * Joining (stitching) sheets longwise every 30cm. [page 117] ŒUSAID miyamoto. HAITIEF SCREW SPACING AT CORRUGATED SHEET METAL [page 118] ŒUSAID miyamoto. HAITI SCREW SPACING AT TRAPEZOIDAL SHEET METAL — n em à — f #4 ne _- d É TT [page 119] © USAID miyamoto. HAITI JOINING (STITCHING) SHEETS [page 120] ŒUSAID miyamoto. HAITI ROOF ACCESSORIES They will be made of sheet metal of the Same quality as the roofing sheets. The ridge capping shall be connected to the ridge purlins in the case of a roof with an inclined shape. Screws shall be spaced at 30 cm on center along the ridge purlin. [page 121] Pat RESPONSE PREPAREDNESS ŒUSAID miyamoto. HAITIFE GALVANIZED RIDGE CAPPING Faitière en tôle galvanisé @S LE 120 * 1,5 cm [page 122] ŒUSAID miyamoto. HAITI Example of a light roof fixed by a sheet metal screws or lag bolts. [page 123] & USAID miyamoto. HAITI THANK YOU! [page 124] USAID one” FROM THE AMERICAN PEOPLE RESPONSE PREPAREDNESS AND BUILDING RESILIENCE PERMIT CHECKLIST May 2020 [page 125] ŒUSAID miyamoto. HAITI CONSTRUCTION PERMIT INFORMATION À building permit for construction must be obtained from the municipality by the applicant for all new buildings and alteration to existing buildings. [page 126] ŒUSAID miyamoto. HAITI CONSTRUCTION PERMIT INFORMATION The municipality ensures that the required information, including the title of ownership, IS provided in the application file that the construction conforms to the building code and the land is not located in a high risk or protected area. [page 127] ŒUSAID myamoio. HAITI CONSTRUCTION PERMIT (CONT.) ° The municipality must send the application file to the MTPTC and obtain a positive technical opinion before issuing the building permit. + Construction must not start prior to the issuance of the building permit, including the positive technical opinion of the MTPTC and the payment of the fees fixed by law. [page 128] ŒUSAID miyamoto. HAITI PLAN AND CALCULATION SUBMITTAL + Please review the plan sheets and calculations submitted by checking all completed items on intake checklist and indicating N/A (not applicable) for items that do not apply. [page 129] ŒUSAID miyamoto. HAITI PLAN AND CALCULATION SUBMITTAL (CONT.) * Items listed must be clearly delineated on the plans to assure a timely, consistent and accurate plan review. Submittal must include plans, specifications and engineering calculations, if required. * All plan sheets must be a minimum of 11 inches x 17 inches. [page 130] San U SAI D RESPONSE PREPAREDNESS ÉL À mIyamo 0. AND BUILDING RESILIENCE La FROM THE AMERICAN PEOPLE ro Table 1.0 Building description in accordance to the CNBH 2012 section 1.2.2 M CT GPS coordinates: Soil type: Slope (%): Number of floor levels above ground: Number of floor levels below ground: Building area (square meter): Surface land area (square meter): Type of construction: [page 131] dans U SA D RESPONSE PREPAREDNESS ë 7. mIyamo 0. AND BUILDING RESILIENCE La FROM THE AMERICAN PEOPLE er ES Table 1.1 Technician information in accordance to the CNBH 2012 Engineer of record: CNIAH ID MEP Engineer: CNIAH 1D Site or Civil Engineer: CNIAH 1D Geotechnical Engineer: CNIAH ID [page 132] San U SAI D RESPONSE PREPAREDNESS ÉL À mIyamo 0. AND BUILDING RESILIENCE La FROM THE AMERICAN PEOPLE ro Table 1.2 Document submitted in accordance to the CNBH 2012 section 1.2.2 Architectural drawings Structural drawings d à Ü Ë Civil/site drawings MEP drawings Yes No Yes = Copy of ownership title document Site photos (4 minimum) 0 0 ü à Site survey plan and bill of sale ( Purchaser) Geotechnical report Ü Ù ü Ü Site survey plan and minutes (Heir) Yes No [page 133] dent U SA D RESPONSE PREPAREDNESS El a / miyamoto. AND BUILDING RESILIENCE La FROM THE AMERICAN PEOPLE ro Completed Item orN/A Floor plans including dimensions, occupancy classification, room names, exit-access routes, door and window sizes (schedules), door swings, and minimum clearances required. |. Fire-rated walls, doors/windows and other fire-rated assemblies identified on plans. |. Label all spaces by use and identify new versus existing construction, where appropriate. |. Detailed door/window schedules with hardware and fire rating, where required. Means of egress systems, including corridors, stairs and exterior exit routes (minimum dimensions required per code indicated on the plans and/or details). |. Exit signs and emergency lighting unit locations, where required. Building accessibility (e.g. ramps, guardrails, curbs, truncated domes, and maximum slopes at paved areas comply to code for accessibility). Exterior Elevations and Building Sections (must indicate floor to floor height and ground floor height to pavement/ exterior grade level). Reflected ceiling plans with seismic bracing specifications and details (e.g. new suspended acoustical ceilings and new interior partition walls extending to ceiling or to structure above) [page 134] dat U SA D RESPONSE PREPAREDNESS EL 7. miyamoto. AND BUILDING RESILIENCE La FROM THE AMERICAN PEOPLE ro ( " ) Completed Item orN/A Wall Sections and Details indicating material type (e.g. metal stud size and spacing, masonry wall thickness with reference for reinforcing, and all connections to structure). |. Interior Elevations indicating finishes, fixtures, etc. (finish schedules). Cross sections and/or details, including floor/ceiling, roof/ceiling, vertical shafts and interior/exterior walls, indicating all connections to building structure. |. Protection of openings, flame spread requirements, draft and fire stops. Stair details, including handrails, landings and guardrail connections. Stair details to also indicate minimum tread depth and height. |. Overall site plan including reservoir, sumps, septic tank and drainage plans/details Minimum distance information (setbacks and clearances) between adjacent structures (e.g., exiting building, perimeter fence wall, etc.) Verify clearances between adjacent structures is adequate to mitigate the risk of pounding. [page 135] Sam U SA D RESPONSE PREPAREDNESS 4m) mIyamo 0. AND BUILDING RESILIENCE RS FROM THE AMERICAN PEOPLE er ES Completed Item orN/A General Notes including Design Criteria, Gravity Loads (Dead and Live), Lateral Load Criteria (Seismic and Wind), Lateral Force Resisting System, Material Strengths (Steel, Concrete, Masonry, Grout, Mortar, and Steel Reinforcing Bars), Geotechnical Report, Soil Type, Allowable Bearing Values and typical details for construction (e.g. concrete and/or masonry, reinforcing, structural steel, etc.). Basis of design description in structural calculations, indicating the materials and lateral system utilized, gravity (dead/live) and lateral loads, soil parameters, and wind and seismic coefficients. For voluntary seismic improvements, indicate the structural elements to be upgraded. Indicate code or standard used for the rehabilitation. Dimensioned foundation, floor and roof framing plans, including locations and sizes of all structural elements (e.g., foundations, walls, columns, beams). Elevations (e.g. Braced Frame, shear wall), Details, and Sections for all elements of the lateral force resisting system. [page 136] Fat U SA D RESPONSE PREPAREDNESS EL Se b mIyamo 0. AND BUILDING RESILIENCE LL FROM THE AMERICAN PEOPLE ro STRUCTURAL DRAWING CHECKLIST (CONT.) Completed Item orN/A Details for all diaphragms (floor and roof), connection between concrete slab and walls, and/or between walls and beams for light framed roof structure. Details for minimum reinforcing at opening (e.8., end of walls, around doors, windows, skylights and other openings). |. Roof and Floor Framing Details, and Foundation details D Elevated slab reinforcement plans and details (reinforcing schedules where required) Truss elevations and details for light framed roof structure including truss configurations, element sizes, and all connection details. __ Cross sections through any new structural elements [page 137] Fat U SA D RESPONSE PREPAREDNESS Êl a) mIyamo 0. AND BUILDING RESILIENCE La FROM THE AMERICAN PEOPLE D Completed Item orN/A |. Panel locations with fire-resistance-rated enclosure assemblies identified. |. New and existing exit signs located. | Interior and exterior emergency lighting and dedicated circuits identified. Power receptacles, ground-fault circuit interrupters (GFCI), and switches with accessible locations indicated and heights detailed. | Exit sign and emergency lighting unit locations, where required |. Equipment/fixture schedule with weights and reference to anchorage details provided. [page 138] Sms RESPONSE PREPAREDNESS IN Bas a + USAID miyamoto. AND BUILDING RESILIENCE La FROM THE AMERICAN PEOPLE ro Completed Item orN/A Mechanical unit locations shown, units marked and identified based on equipment schedule, anchorage details referenced. Mechanical equipment schedule with unit operating weights and cross-reference to anchorage details. For MEP (Mechanical/Electrical/Plumbing) only projects, show partial structural framing plans at existing floors or roofs supporting mechanical equipment. _ Support, Bracing and Anchorage details for ducts, pipping and suspended equipment. Mechanical and piping penetration details at fire-resistance-rated walls, shear walls, headers, beams, floor and roof slabs. Penetrations to be identified in plan with cross reference to details. |__| Grade level gas shut-off valve location indicated at all buildings | Water heating system and location of equipment identified with reference to anchorage details. Reservoir, sumps, septic tank, piping plans and corresponding details. Anchorage details for reservoirs mounted on structure or ground. _ Site drainage information and connection to any existing utilities (electricity, gas, water). [page 139] dt U SA D RESPONSE PREPAREDNESS Él À mIyamo 0. AND BUILDING RESILIENCE La FROM THE AMERICAN PEOPLE oo Completed Item orN/A Plan indicating property lines, site boundaries, site grading (existing and new), fire access lanes, paving locations/extent/type (drive isles, sidewalks, curbs, and gutters), landscaping (existing and new), locations of any exiting underground utilities, etc., and all associated details. |. Building and site accessibility | Site drainage (and collection or storage) system for rainwater. | Public services/utilities connection indicated on plan. __ Temporary (construction) and permanent fencing and gates indicated on plan. [page 140] (&)USAID miyamoto. HAITI MOST COMMON BUILDING TYPE IN HAITI The lateral force resisting systems most used in local construction are: + _Concrete shear wall system ° Masonry (reinforced) shear wall system ° Confined masonry wall system * Concrete moment frame system + Steel braced frame system [page 141] ŒUSAID miyamoto. HAITI MOST COMMON BUILDING TYPE IN HAITI (CONT.) Per CNBH 2012, each element of the structure must be able to withstand the loads imposed on it Le. ° Dead loads, - Live loads, ° Wind loads and * Seismic loads [page 142] ŒUSAID miyamoto. HAITI MOST COMMON BUILDING TYPE IN HAITI (CONT.) As a result, a checklist was created to facilitate the task of the municipal engineers when reviewing the construction documents submitted. Note: Construction must not start prior to the issuance of the building permit, including the positive technical opinion of the MTPTC and the payment of the fees fixed by law. [page 143] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI RS FROM THE AMERICAN PEOPLE ro Structural Drawing and Calculation Check List for concrete shear wall building STRUCTURAL DESIGN CRITERIA Design Codes referenced Gravity loads (Dead and Live) indicated. Yes No Yes No Wind design information (Wind Speed, Exposure, Seismic design information (Ss, S1, Sds, Sd1, Soil Risk Category and Coefficents in accordance to ASCE | Classification, Seismic Design Category, Lateral Force 7-98 to ASCE 7-05, IBC 2009) Resisting System in accordance to ASCE 7-05, IBC 2009) Yes No Yes No MATERIAL STRENGTH Concrete compressive strength specifications Reinforcing steel specifications (Strength and type; e.g. Yes No ASTM A706 for bars to be welded and at SRCMF and O O boundary elements of SRCSW/). Ü 0 Mortar specifications (strength and type) Masonry block compressive strength specifications Ü 0 she [page 144] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI RS FROM THE AMERICAN PEOPLE ro CONCRETE SHEAR WALL BUILDING (CONT.) GEOTECHNICAL INFORMATION Lateral soil bearing pressure (Active, Passive, and Allowable soil bearing pressure combinations including Coefficent of Friction) dead, live and lateral load Yes No Yes No Foundation type indicated Foundation dimensions and reinforcement indicated Ü Ü ü Ü CONCRETE SHEAR WALL DETAILS INFORMATION Shear wall dimension (Length and thickness) Shear wall vertical reinforcement, number of layers and Yes No spacing specified Shear wall horizontal reinforcing, number of layers | Boundary elements specified and detailed, where required and spacing specified Yes No Yes No =! ll [page 145] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° ro CONCRETE SHEAR WALL BUILDING (CONT.) Shear wall foundation dimension (Length, width, Foundation longitudinal reinforcement specified and depth) Yes No Yes No CO CO Dowels to match shear wall longitudinal reinforcing | Foundation standard 90 degree hooks specified at bar size and spacing ends (hoops at grade beams have 135 degree hooks) Yes No Yes No Foundation transverse reinforcement specified Shear wall reinforcing clear cover specified Yes : Yes No Clear cover of concrete elements exposed to earth specified Yes No [page 146] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° er ES CONCRETE SHEAR WALL BUILDING (CONT.) CONCRETE COLUMN GRAVITY SYSTEM Column dimensions Column vertical reinforcement specified Ü 0 0 D Column ties and cross ties size and spacing specified | Column clear cover specified Yes No Yes No Column ties have 135° hook specified Column vertical reinforcement specified (standard 90 Yes No degree hook at foundation) Yes No CONCRETE BEAM GRAVITY SYSTEM Beam dimensions specified Beam longitudinal reinforcement and splice locations Yes No specified O0 ls ne Beam ties and cross ties size and spacing specified Beam clear cover specified Yes No Ê ÉS [page 147] É à RESPONSE PREPAREDNESS {= USAID miyamoto. HAITI La FROM THE AMERICAN PEOPLE ro CONCRETE SHEAR WALL BUILDING (CONT.) CONCRETE DIAPHRAGM (floor and roof slab) Slab structural calculations (gravity and lateral Slab span direction specified loads) Yes No Yes No Slab system specified (i.e. one-way, two-way, purlin | Slab thickness, reinforcement, and splice locations and girder) specified Ü Ë Û 0 Slab camber dimension specified (if needed) Slab clear cover specified (top and bottom bars) Yes No Yes S [page 148] fans, m I amo O RESPONSE PREPAREDNESS f \ ET USA D " t HAI Ï Ï AND BUILDING RESILIENCE m7 FROM THE AMERICAN PEOPLE ° ro CONCRETE SHEAR WALL BUILDING (CONT.) LIGHT FRAMED ROOF SYSTEM Bearing plate connection for roof framing specified | Bearing plate dimension specified Yes No Fi No Bearing plate bolt material, size and configuration Truss member material, sizes, and configuration specified specified Yes No Truss member welding strength, size, type (symbol), | Connection from purlin to wall or concrete beam specified and length specified Yes ts Fi mi Truss bracing system and connections specified Purlins size and type specified Yes A Yes No Purlins spacing specified Sheet metal roofing size, type, and thickness specified Yes No É = Metal roofing screw size, type and spacing specified Yes No [page 149] fans, RESPONSE PREPAREDNESS IN Bas a RS FROM THE AMERICAN PEOPLE er ES Structural Drawing and Calculation Check List for masonry shear wall building STRUCTURAL DESIGN CRITERIA Design Codes referenced Gravity loads (Superimposed Dead and Live) indicated. Yes No Yes No Wind design information (Wind Speed, Exposure, Seismic design information (Ss, S1, Sds, Sd1, Soil Risk Category and Coefficents in accordance to Classification, Seismic Design Category, Lateral Force ASCE 7-98 to ASCE 7-05, IBC 2009) Resisting System in accordance to ASCE 7-05, IBC 2009) Yes No Yes No MATERIAL STRENGTH Concrete compressive strength specifications Reinforcing steel specifications (Strength and type; e.g. Yes No ASTM A706 for bars to be welded and at boundary elements of SRMSW/). O0 0 5 ne Mortar specifications (strength and type) Masonry block compressive strength specifications Yes No Yes No Grout compressive strength specifications Masonry block shear wall (solid/partially grouted and Yes No wall design compressive strength, fm) [page 150] TR, gum U SA D mi amoto LL AI T Ï RESPONSE PREPAREDNESS ä ea ë AND BUILDING RESILIENCE «m/f FROM THE AMERICAN PEOPLE " ° Ouarss LE MASONRY SHEAR WALL BUILDING (CONT.) GEOTECHNICAL INFORMATION Lateral soil bearing pressure (Active, Passive, and Allowable soil bearing pressure combinations including Coefficent of Friction) dead, live and lateral load Yes No Yes No Foundation type indicated Foundation configuration and dimensions indicated Yes No Yes No MASONRY SHEAR WALL ELEMENTS AND DETAILS Masonry wall dimension (Length and thickness) Masonry wall vertical reinforcement and spacing Yes No specified CO CO] Yes No Masonry wall horizontal reinforcing and spacing Grouted cells specified (Spacing vertical and horizontal or specified solid grouted) nn nie Masonry wall foundation dimension (Length, width, | Masonry wall foundation longitudinal reinforcement and depth) specified Yes No Yes = Masonry wall foundation transverse reinforcement | Masonry wall foundation standard 90 hooks specified at specified dowels (size and spacing to match vertical reinforcing ) Yes No = No [page 151] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI RS FROM THE AMERICAN PEOPLE er ES MASONRY SHEAR WALL BUILDING (CONT.) CONCRETE COLUMN GRAVITY SYSTEM Column dimensions Column vertical reinforcement specified Yes No Yes No Column ties and cross ties size and spacing specified | Column clear cover specified | ES Yes No Column ties have 135° hook specified Column vertical reinforcement standard 90 degree hooks Yes No specified at dowels (size and spacing to match vertical reinforcing) Ù Ù Yes = CONCRETE BEAM GRAVITY SYSTEM Beam tie, cross ties size and spacing specified Beam longitudinal reinforcement and splice locations Yes No specified C] C] Yes No Beam dimensions Beam clear cover specified Yes No Yes No [page 152] Éemn* RESPONSE PREPAREDNESS Lis FROM THE AMERICAN PEOPLE er ES MASONRY SHEAR WALL BUILDING (CONT.) CONCRETE DIAPHRAGM (floor and roof slab) Slab structural calculations (gravity and lateral Slab span direction specified loads) Yes No Û 0 O 0 Slab system specified (i.e. one-way, two-way, purlin | Slab thickness, reinforcement, and splice locations and girder) specified Ü D Ü Ü Slab camber dimension specified (if needed) Slab clear cover specified (top and bottom bars) Ü 0 Ü à [page 153] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° er ES MASONRY SHEAR WALL BUILDING (CONT.) LIGHT FRAMED ROOPF SYSTEM Bearing plate connection for roof framing specified | Bearing plate dimension specified Yes No Yes No Bearing plate bolt material, size and configuration Truss member material, sizes, and configuration specified specified Yes No Yes No Truss member welding strength, size, type (symbol), | Connection from purlin to wall or concrete beam specified and length specified Yes No Yes No nl nl Truss bracing system and connections specified Purlins size and type specified Yes No É No Purlins spacing specified Sheet metal roofing size, type, and thickness specified Yes No Yes S Metal roofing screw size, type and spacing specified Yes No [page 154] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI RS FROM THE AMERICAN PEOPLE er ES Structural Drawing and Calculation Check List for Concrete Moment Frame building STRUCTURAL DESIGN CRITERIA Design Codes referenced Gravity loads (Superimposed Dead and Live) Indicated. Yes No Yes = Wind design information (Wind Speed, Exposure, Seismic design information (Ss, S1, Sds, Sd1, Soil Risk Category and Coefficents in accordance to ASCE | Classification, Seismic Design Category, Lateral Force 7-98 to ASCE 7-05, IBC 2009) Resisting System in accordance to ASCE 7-05, IBC 2009) Yes No Yes No MATERIAL STRENGTH Concrete compressive strength specifications Reinforcing steel specifications (Strength and type; e.g. Yes No ASTM A706 for bars to be welded and at SRCMF). 0 © Ü 1 Mortar specifications (strength and type) Masonry block compressive strength specifications Yes No ai No [page 155] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI RS FROM THE AMERICAN PEOPLE er ES (CONT.) GEOTECHNICAL INFORMATION Lateral soil bearing pressure (Active, Passive, and Allowable soil bearing pressure combinations including Coefficent of Friction) dead, live and lateral load Yes No Yes No Foundation type indicated Foundation configuration and dimensions indicated Yes No 5 No SPECIAL MOMENT RESISTING FRAMES ELEMENTS (Concrete) Column dimensions Column vertical reinforcement and location of splices Yes No specified OO Yes No Ties/Hoops continue through column at foundation, | Column vertical bar standard 90 degree hooks specified at floor, and roof levels. dowels to foundation. Yes No Yes No [page 156] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° ro (CONT.) Foundation dimension (Length, width, and depth) Foundation reinforcement specified (typically top and Yes No bottom at frame lines) Dù Ü 0 Foundation standard 90 degree hooks specified at | Column ties/hoops and cross ties size and spacing bar ends specified fi = Yes No Column ties/hoops have 135° hooks specified Column clear cover specified Ü à Ü 0 Beam dimensions Distance of first ties from end of beam (at column) Yes No Yes No Beam longitudinal reinforcement specified Beam longitudinal bar standard 90 degree hooks or bar Yes No terminator shown at exterior and corner beam/column CO] CO] joints Yes No [page 157] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° er ES (CONT.) Beam ties/hoops and cross ties spacing specified Beam longitudinal reinforcement lap splice location illustrated Yes No Yes No Gap between non-structural masonry wall and Gap between non-structural masonry wall and beam column or slab specified specified Yes No Yes No Strong column and weak beam check Drift check Yes No | No Location of rebar splices in SRCMF columns Location of rebar splices in SRCMF beams specified specified Yes No Yes No C] C] [page 158] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° er ES (CONT.) CONCRETE COLUMN GRAVITY SYSTEM Column dimensions Column vertical reinforcement specified Yes No Yes No Column ties and cross ties size and spacing specified | Column clear cover specified Yes No Yes No 0 _ © 0 0 Column ties have 135° hook specified Yes M CONCRETE BEAM GRAVITY SYSTEM Beam dimensions Beam longitudinal reinforcement and splice locations Yes No specified O0 O D Beam ties and cross ties size and spacing specified Beam clear cover specified Yes No Yes No [page 159] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° er ES (CONT.) CONCRETE DIAPHRAGM (floor and roof slab) Slab structural calculations (gravity and lateral Slab span direction specified loads) Yes No Yes No Slab system specified (i.e. one-way, two-way, purlin | Slab thickness, reinforcement, and splice locations and girder) specified Yes No Yes No Slab camber dimension specified (if needed) Slab clear cover specified (top and bottom bars) Yes No Yes No LIGHT FRAMED ROOPF SYSTEM Bearing plate for roof framing connection specified | Bearing plate dimension specified Yes No Yes No [page 160] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° er ES (CONT.) Bearing plate bolt material, size and configuration Truss member material, sizes, and configuration specified specified Yes No Û À O 0 Truss member welding strength, size, type (symbol), | Connection from purlin to wall or concrete beam and length specified specified É No Yes No Truss bracing system and connections specified Purlins size and type specified Yes No Yes No Purlins spacing specified Sheet metal roofing size, type, and thickness specified Yes No Yes No Metal roofing screw size, type and spacing specified Yes No [page 161] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI RS FROM THE AMERICAN PEOPLE er ES Structural Drawing and Calculation Check List for Steel Braced Frame building STRUCTURAL DESIGN CRITERIA Design Codes referenced Gravity loads (Dead and Live) indicated. Yes No Yes No Wind design information (Wind Speed, Exposure, Seismic design information (Ss, S1, Sds, Sd1, Soil Risk Category and Coefficents in accordance to ASCE | Classification, Seismic Design Category, Lateral Force 7-98 to ASCE 7-05, IBC 2009) Resisting System in accordance to ASCE 7-05, IBC 2009) Yes No Yes No Lateral Force Resisting System locations clearly identified on the plan Gt [page 162] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° er ES STEEL BRACED FRAME BUILDING (CONT.) MATERIAL STRENGTH Concrete compressive strength specifications Reinforcing steel specifications (Strength and type; e.g. Yes No ASTM A706 for bars to be welded). OO Yes No Mortar specifications (strength and type) Masonry block compressive strength specifications Fi No Yes No Column and beam connection bolts specified Specification for steel shapes specified Yes No Yes No Braced Frame base plate anchor bolts specified Weld strength and type specified Yes No fi U GEOTECHNICAL INFORMATION Lateral soil bearing pressure (Active, Passive, and Allowable soil bearing pressure combinations including Coefficent of Friction) dead, live and lateral load Yes No Yes No [page 163] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI RS FROM THE AMERICAN PEOPLE er ES STEEL BRACED FRAME BUILDING (CONT.) Foundation type indicated Foundation configuration and dimensions indicated Yes No Yes No BRACED FRAMES Steel column sizes and orientation specified Steel beam sizes specified Yes No Yes No Brace configuration illustrated (e.g. Chevron, X- Brace Frame Type indicated (Special Concentric, Ordinary Brace, Inverted Chevron, etc.) Concentric, Eccentric, Buckling Restrained) Yes No Yes No Foundation dimension (Length, width, depth) Foundation reinforcement specified (size, quantity, specified at columns (gravity and lateral) bottom, top and bottom at frame cols.) Yes No Yes No Foundation standard 90 degree hooks specified at | Base plate dimension (Length, width and thickness) bar ends specified at gravity and braced frame cols. Ü Ü di 0 [page 164] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI RS FROM THE AMERICAN PEOPLE ro STEEL BRACED FRAME BUILDING (CONT.) Base plate connection specified (anchor bolt size, Gusset plate dimension specified (minimum height and quantity, depth, weld washers at braced frames, length, thickness, bend line at SCBF) headed anchors with plate washers or channels) Yes No Yes No CO] C] Gusset connection specified (minimum weld length; | Bolt material specified (anchor bolts, beam/column size, quantity, and configuration of bolts, if used) connection bolts, slip critical at collector elements) Yes No Yes No Brace Frame connections designed per building code | Welding strength, type, size and length specified at braced requirements specified frame column splices and column to base plate 5 à Ü à Elevations to indicate protected zones along brace, | Zipper columns provided at SCBF, or beams check for beam, and at connection included unbalanced brace load for Chevron configuration Yes No Yes No [page 165] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° ro STEEL BRACED FRAME BUILDING (CONT.) STEEL COLUMN GRAVITY SYSTEM Steel column sizes and orientation specified Base plate connection specified (anchor bolt size, quantity, Yes No depth) Beam to column connection specified (plate Welding type, size and length specified at gravity column thickness, bolt size and quantity, weld size and splices and column to base plate length. Slip critical bolts required at collectors). Yes No Column splice location indicated and splice is detailed Yes No STEEL BEAM GRAVITY SYSTEM Steel beam sizes specified Beam to beam and beam to column connections detailed, Yes No including welding strength, type, size and length specified; C] C] configuration, quantity, size and type of bolts; plate thickness and dimensions. Yes No [page 166] ET, Fun U SA D RESPONSE PREPAREDNESS El a / mIyamo 0. AND BUILDING RESILIENCE La FROM THE AMERICAN PEOPLE ro STEEL BRACED FRAME BUILDING (CONT.) FLOOR/ ROOF DECK SLAB DIAPHRAGM Design method specified (i.e. composite or non- Deck type specified composite) Yes No Yes No CO CO Deck gage specified Concrete slab thickness, type (NWC or LWC) and Yes No reinforcement specified C] C] Yes = Details for openings in metal deck, connection of Welded Headed Stud specified (if used) metal deck to beams, exterior beam conditions Yes No with bent plate. Yes No (e) 0 Deck span and orientation specified Connectors at side lap specified (type and spacing) Yes No Yes No Connectors at support specified (type and spacing, Power-driven fasteners specified (if used) welds or mechanical fasteners with ICC-ER reports Yes No documenting capacities) [] O] Yes No Welds at supports and along collector elements Support member and thickness specified specified Yes Yes No [] Ë [page 167] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI La FROM THE AMERICAN PEOPLE ro Structural Drawing and Calculation Check List for confined masonry building STRUCTURAL DESIGN CRITERIA Design Codes or Guideline referenced Does the occupancy type and maximum size/number of Yes No stories comply with limits of the Guideline? C] C] Yes No MATERIAL STRENGTH Concrete compressive strength specifications meet | Reinforcing steel bar size and specifications meet the the Guideline. guideline Yes No Yes No Mortar specifications (strength and type) meetthe | Masonry block compressive strength specifications meet Guideline the Guideline Ü à Ü 0 Grout compressive strength specifications (if Horizontal and vertical concrete bond beams and needed) meet the Guidleine columns specified meet the Guideline (location and Yes No configuration; e.g. top of wall, corners, wall intersections, large window and door openings, verify maximum Ü Ü spacing along wall, horizontally and vertically) . Yes No [page 168] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI RS FROM THE AMERICAN PEOPLE ro CONFINED MASONRY BUILDING (CONT.) GEOTECHNICAL INFORMATION Lateral soil bearing pressure (Active, Passive, and Allowable soil bearing pressure combinations including Coefficient of Friction) dead, live and lateral load ai És É No Foundation type indicated meets minimum Foundation dimensions and reinforcement indicated requirements of the Guideline. meets minimum requirements of the Guideline. Yes No fi U MASONRY WALL ELEMENTS AND DETAILS Masonry wall dimension (Length, height and Seismic strip (bond beam) under window ledge specified thickness) specified with sizes and locations of all meets minimum requirements of the Guideline. openings. Yes No Yes No [] Cl Seismic strip (bond beam) at lintel level specified Minimum reinforcement specified for masonry wall meets minimum requirements of the Guideline. openings (door and window) Yes No É = [page 169] fans, RESPONSE PREPAREDNESS IN Bas a {= USAID miyamoto. HAITI La FROM THE AMERICAN PEOPLE ro CONFINED MASONRY BUILDING (CONT.) Masonry wall foundation dimension (Length, width, | Masonry wall foundation longitudinal reinforcement and depth) meets minimum requirements of the specified meets minimum requirements of the Guideline. Guideline. Yes No Masonry wall foundation transverse reinforcement | Masonry wall foundation has standard hooks at ends of specified meets minimum requirements of the dowels and connection details meet minimum Guideline. requirements of the Guideline. Yes No Yes No CONCRETE COLUMN Column dimensions Column vertical reinforcement specified Ü 0 Ü 0 Column ties and cross ties size and spacing specified | Column clear cover specified Yes No Yes No 0 © 0 1 [page 170] fans, m I amo O RESPONSE PREPAREDNESS IA \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° D CONFINED MASONRY BUILDING (CONT.) Column ties have 135° hook specified Column connection with bond beam and strip Yes No reinforcement specified 0 © le Ne Connection detail of concrete column to foundation | Column vertical bar standard 90 degree hook specified at specified dowels to foundation. Yes No Yes No CONCRETE BOND BEAM Bond beam dimension Bond beam longitudinal reinforcement and connection Yes No specified CO] CO] Yes No Bond beam tie size and spacing specified Bond beam clear cover specified Yes No Yes No Bond beam reinforcing at corners specified Yes No [page 171] Éemn* RESPONSE PREPAREDNESS Lis FROM THE AMERICAN PEOPLE er ES CONFINED MASONRY BUILDING (CONT.) CONCRETE DIAPHRAGM (floor and roof slab) Slab structural calculations (gravity and lateral Slab span direction specified loads) Yes No Slab system specified (i.e. one-way, two-way, purlin | Slab thickness, reinforcement, and splice locations and girder) specified Yes No Yes = Slab camber dimension specified (if needed) Slab clear cover specified (top and bottom bars) Yes No Yes No [page 172] fans, m I amo O RESPONSE PREPAREDNESS f \ {= USAID yamot HAITI EEE m7 FROM THE AMERICAN PEOPLE ° er ES CONFINED MASONRY BUILDING (CONT.) LIGHT FRAMED ROOPF SYSTEM Roof system specified with framing plan, indicating | Truss member material, sizes, and configuration specified sizes of all members. (if applicable) Yes No Yes No Truss member welding strength, size, type (symbol), | Connection from purlin or truss to wall or concrete bond and length specified (if applicable) beam specified Ü à Ü 0 Truss bracing system and connections specified Purlins size and type specified Ü © Ü 0 Purlins spacing specified Sheet metal size, type, and thickness specified Yes No É É Metal screw or nail size and spacing specified Yes No [page 173] LR San U SAI D RESPONSE PREPAREDNESS ÉL sm / mIyamo 0. AND BUILDING RESILIENCE Lis FROM THE AMERICAN PEOPLE ro l'hereby certify the plans, calculations and specifications include all the information marked on this checklist. Name Municipality Signature Date [page 174] & USAID miyamoto. HAITI THANK YOU! [page 175] USAID one” FROM THE AMERICAN PEOPLE RESPONSE PREPAREDNESS AND BUILDING RESILIENCE STRUCTURAL DRAWINGS May 2020 [page 176] ŒUSAID miyamoto. HAITI STRUCTURAL CONSTRUCTION DOCUMENTS Structural construction documents is a set of plans and specifications that indicates how a building Structure will be built. It includes *- Foundation plan and dimensions * Framing plans and details + Moment frame, braced frame, or Shear wall elevations ° Wall sections [page 177] ŒUSAID miyamoio. HAITI STRUCTURAL CONSTRUCTION DOCUMENTS (CONT.) * Structural drawings are generally prepared by registered professional engineers, and based on information provided by architectural drawings. * The structural drawings are primarily concerned with the load-carrying members of a structure. They outline the dimension and types of materials to be used, as well as the general demandés for connections. [page 178] ŒUSAID miyamoto. HAITI STRUCTURAL CONSTRUCTION DOCUMENTS (CONT.) * The structural drawings communicate the design of the building's structure to the building authority for review. * Structural drawings are also included with a proposed building's contract documents, which guide contractors in detailing, fabricating, and installing parts of the structure. [page 179] ŒUSAID miyamoto. HAITI "STRUCTURAL CONSTRUCTION DOCUMENTS (CONT.) Note: The structural drawings do not address architectural or MEP details such as + Surface finishes ° Partition walls or, + Mechanical systems. [page 180] ŒUSAID miyamoto. HAITI STRUCTURAL DRAWING SET The structural drawing set has different subsets: * General Notes * Typical details ° Plans *- Elevations + Sections and Details [page 181] ŒUSAID miyamoto. HAITI GENERAL NOTES General Notes are part of structural drawing set and they cover the codes used in design and typical standards of the building. Typically there are no details on these sections. Structural notes provide information regarding general material properties (steel or wood grade, concrete strength, etc.) or construction requirements (soil compaction, weld procedures, etc.). The structural notes also provide information about design criteria (gravity , seismic, and wind loading) [page 182] LR Put T RESPONSE PREPAREDNESS o USA D miyamoto. HAI Ï AND BUILDING RESILIENCE EL FROM THE AMERICAN PEOPLE Tr Fc sascemme. ANRT armee are mena more om semmme SRE nmmrermenne Ô : BTS rame RTS er mue ee * RES RE ER ARE PS TR STE ne EE CS — à SR eue RES NET mr ee ecenne À APPRENDRE de me nc om a ou em À RES PTS EN PE œ ve © ë Re NS “LL - CÉSARIENNE rene (eee | IN “Rpasrernereesre NES Rae nee emmener Rs | € SRE conan 2 SUIS Sen Neue" | — ET 2 PS 7. se 0 ST TE ru LE Lang no someone RS RS (2) srenenuns ÉÉRÉ ganmeun D Re maner = mm RS PR mmmmmeee| in DORE Zanesemen DE ARR « 8 BESOINS OO comrnmse om, 2 FE mere [es] Do ge enarera en oereee RRETEA mme pr sr res Sn TR ne, mes men É ET a re me mn Es SXEREÇE OF SECTIONS, DETALS à SYMAQLS D'PCALABSREMAIONS em | LE LETIE EE ‘œ "OL 6 | Sr LR Sur is... i Een PEUR, Le URr È LE 215 5: SEE. Le rnmere PE ! Le- LE LR IRIS ee ne F e Eoreml Eemn? Form LE $ sum Es LETTE SU Res re Es RER ane, (== —E Lei ÈLES LE RSR | oo1 È + Sagan | neue nor : [page 183] fan d'a +. USA D mi amoto RESPONSE PREPAREDNESS m7 ÿ ° AND BUILDING RESILIENCE Lu FROM THE AMERICAN PEOPLE EE Fee qe ENS TERS 1. FOR ALL ITEMS ON THE CONSTRUCTION DOCUMENTS NOT NOTED WITH A _ SPECIFIC PRODUCT TYPE OR MANUFACTURER, THE CONTRACTOR SHALL PROVIDE THE PRODUCT SPECIFIED IN THE TABLE BELOW. 2. THE FOLLOWING PRODUCTS SHALL BE INSTALLED PER THE REQUIREMENTS OF THE REFERENCED PRODUCT APPROVALS BELOW, UNO. C C e Î a e 3. AT CONTRACTOR'S OPTION, PRODUCTS MAY BE SUBSNTUTED FOR LIKE PRODUCTS PER THE SCHEDULE BELOW IF APPROVED BY SEOR. : APPROVED PRODUCTS ICC# construction pr ANCHOR TO [SIMPSON STRONG-BOUT PASS « SRE es LT KWK BOLT 3 [ ESR-1385 | se EPOXY ANCHOR CORRE HILH LOW-VELOCITY X-U UNIVERSAL E-2208 SHOP [smpson pouEe-mven 7 |esr-2s8 | sucer ueras [HT Kum-pro s0$ 77 'esr-zse | SCREN DRIL-FLEX SDS WELDED STUD ER-5217 SIMPSON TITEN HD SCREW ANCHOR SCREW ANCHOR SCREW _ANCHOR SCREW ANCHOR [page 184] fast. RESPONSE PREPAREDNESS (=) USA D m Iyamoto. AND BUILDING RESILIENCE Lu FROM THE AMERICAN PEOPLE © GENERAL NOTES- SRG concrere uns OR A 1. CONCRTE SMALL 8€ MXED, PLACED AND CURED IN ACCORDANCE MT ACI 316 AND ACI 01 LATEST EDINON, AND FROJECT SPECIFICAMONS. Specified material 2 CONCAETE SHALL NOT SE DROPPED TAROUCH RENFORCNG STEEL (AS IN MALLS) $0 AS 10 CAJSE SEDREGATION OF ADGHEDATES, IN SUCH CASES, HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHAL BE OF VARIABLE LENCTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SX FEET. A SUFFICENT NUMBER OF CHUTES OR TRUNKS SHAL PE USED strenqgths, related a ne q J Z CONSTRUCTION JOINTS SHALL BE CLEANED AND AOUGNENED 8Y REMOVNG THE ENTRE SURFACE 10 EXPOSE CLEAN AGGREGAIE SOUDLY EMSÉDOEO IN THE MORTAR " MATRIX. SEE PLANS AND DETALS FOR LOCATION AND TYPE OF CONSTRUCTION construction JONT. LOCANONS OF ADCIMONAL CONSTRUCTION JOINTS NOT SHOWN ON THESE PLANS SHALL BE SUBNITTED FOR APPROVAL 10 THE EDR PRIOR 10 PLACING ANY CONCRETE UN 25-D4r wax ux . . STRENGTA SUE 2AnO NAN, SU quality requirements Ts Lee 5. MAXIMUM ORY WOGHT OF LIGHTWEICHT CONCRETE SMALL BE 115 PCF, UNLESS APFROVED 8 EDR, 5. SLUMP NEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS. e UNLESS NOTED OTMERMSE. REFER TO ITEM #15 BELOW, 4. WATER TO CEMENTIMIQUS MATERALS RAD, [page 185] LR d'a +. USAID mi amoto RESPONSE PREPAREDNESS Lem/ ÿ . AND BUILDING RESILIENCE Lu FROM THE AMERICAN PEOPLE CONCRETE MASONRY NOTES 1. STRUCTURA, OESION !S BASED ON AN CONCRETE MASONRY BLOCK COMPRESSIVE el STRENGTH OF 750 PSI. 2 CEMENT SMALL BE TYPE | OR Il PORTLAND CEMENT. SAND SHALL BE CLEAN, ASHED RMER SAND. .c" " 3 UNLESS AN ALTERNATE MORTAR MX DESION IS APPROVED 8Y THE EOR IN ADVANCE, m et SE WATER [1 PART] : CEMENT [2 PARTS] 4. CONCRETE MASONRY BLOCK APPROMAL 15 SUBJECT 10 VISUAL INSPECTION AND A DROP TEST BY THE ARCHITECT AND EOR. BLOCKS WTIH OBVIQUS PHYSICAL DEFECTS, OR THAT BREAK EASLY WHEN DROPPED FROM SHOULDER HEGNT ONTO À HARD SURFACE MAY BE REJECTED. IF MORE THAN 10% OF A SAICH !S FOUND |] DEFECTIVE THE ENTRE BATCH MAY BE SUBUECT 70 RESECTION. 5. MORTAR SHALL BE MIXED N A STEEL HOPPER, OR ON A CLEAN SURFACE. THE n CONTRACTOR SMALL TAKE APPROPRATE MEASURES 50 AS TO NOT ALLOW SOL OR DEERS 10 ENTER THE MIXTURE cons FrUC IOn 6 DOWELS, ANCHORS, AND OTHER EMBEDOED ITEMS SHALL BE TED SECURELY IN PLACE TO PREVENT MOVEMENT WMILE GROUTING. WET SETNNG OR STABBING IS NOT ALLOWED. 7. STAX CONCRETE MASONRY BLOCKS IN A RUNNING BOND AS SHOWN. USE TWO HOLE SLOCK, Zoom (e TALL x 200mm [87] WIDE x 410mm {1°-47] LONG. AUGN CELLS AND VERMICALLY AT REINFORCEMENT. Æ USE A MAUMUN MORTAR JOINT THICKNESS CF 13mm [1/2"L MORTAR VERTICAL n n FACE OF ALL BLOCKS, AND THE BLOCK WEBS AT GROUTED VERTICAL BAR CELLS TO CONTAN THE GROUT FROM ESCAPINC. Ua | re uiremel | S 9. REMOYE EXCESS CONCRETE COVERNG THE CELLS OF THE BLOCK PROR T0 PLACEMENT. 10. TE VERMCAL BARS FIRMLY INTO PLACE PRIOR TO GROUTNG, GROUT ALL BLOCK CELLS CONTAMNG VERTICAL REINFORCEMENT. 11, AET THE CELLS TO BE CROUTED MTIHN 2 HOURS OF POURING GROUT. 12. POUR 4 MAXIMUM OF 1220mm [2'-07} VERNICAL GROUT AT ONE TIME. COMPACT THE GROUT EVERY 305mm [1'-07) 8Y WORKING À STEEL ROD EY HAND UP AND DOWN IN THE FRESH CELL AROUND THE VERTICAL SAR TD RENOVE AR AND ROCK POCKETS. 13 GROUT SHALL CONSIST OF THE PROMECT CONCRETE MX USING PEA CRAVEL ACGREGATE 10m [3/87 SIZE. 14, THE WEB AND SHELL MAY BE REMOVED TD FACILTATE INSTALLANON, IF REQUIRED, PROMDED THAT THE CONTRACTOR CAN ENSURE THAT GROUTING AND BLOCK IMTEGAITY MILL NOT BE COMPRONISED. [page 186] ŒUSAID miyamoto. HAITI OS REINFORCING STEEL NOTES RENFORCEMENT AS FOLLOWS (UNO): strengths, related M mr. = #6 BARS AND LARGER S0mm [27 Z {5 aus no sur construction RO SU standards and nn OTHER CONCRETE NOT EXPOSED TO WEATMER OR = = EARTH FOR #11 SARS AND SMALER quality requirements sms [page 187] d'emat ŒUSAID miyamoto. HAITI GENERAL NOTES REFERENCE OF SECTIONS, DETAILS & SYMBOLS —_ DETAL REFERENCE BUILDING SECTION ELEVANON NDICATION . . SHOWN THUS*. INDICANON SHOWN THUS SHOWN THUS: Section and detail & LL à Reference ON SHEET SSON, EL 2 SOI OMR 2 SET SSOI, DEA 2 + (ADOMONAL INDICATORS MAY BE USED TO SHOW LOCATION OF DETAL CUITS) ++ (SHEET NUNBER WILL GE REPLACED BY A HYPHEN (-} WHEN THE REFERENCED DETAIL APPEARS ON THE SAME SHEET AS THE CALL-QUT} DETAL TITLE SHOMN THUS: (G)—DETAIL TITLE SCRE INDICATES THE TITLE, SCAE, AND DETAIL NUMBER ON SHEET © = DUMETER + = REFERENCE ELEVANON OR MORK POINT [page 188] dust RESPONSE PREPAREDNESS &USAID miyamoto. HAITIES Lu FROM THE AMERICAN PEOPLE GENERAL NOTES — ÈS ENTER = CI M 1, CODES: AL WORK SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE . . . (8C} 2009 EDMON. Design Criteria nn er Les LIVE LOADS (REDUCIBLE, UNO} ROOF, UNFORM 20 P5SF DEAD LOANS: ROOF 15 PSF 3 MND DESICN INFORMATION = 115 OCCUPANCY CAT. Il BASC WIND SPEED Wire = 145 MPH, EXPOSURE € 4. SEISMC DESIGN INFORMATION: 1 = 125 CCCUFANCY CAT. IR DESIGN CAT. D SITE CLASS D Se 157 S= 061 Se = 105 Su = 06! ORDINARY STEEL CONCENTRICALLY BRACED FRAMES EQUMALENT LATERAL FORCE PROCEDURE R=5 Cs = 0.262 MAX STORY DRIFT À = 002 h [page 189] LR dura USAID RESPONSE PREPAREDNESS à S Ë IV e. AND BUILDING RESILIENCE LR us FROM THE AMERICAN PEOPLE ro 5. (MIS SOLELY ME CONTRUACTORS RESPONSEILTY TO SEE THAT THESE INSPECTIONS ARE PERFORUED 8 WORK REQURNG SPECUL INSPECTION SHALL BE INSPECTED BY THE SPECUL INSPECTOR WHO !S PRESENT IN THE AREA WHERE THE WO@K !S PERFORMED AND AT THE COMPLENON OF WORK. CONNNUOUS INSFECTION CONSISTS OF FULL-TME NSPECTION, PERIOD INSPECTION CONSISTS OF FARI-TIME OR INTERMITIENT INSPECTION. 7. THE FOLLOWNG SPECIAL INSPECTIONS ARE IN ADDMON TO INSPECTIONS 9 THE BUILDING OFFICIAL THiS LIST IS NOT INTENDED T0 FE AL INCLUSNE SOLS_SUPPORTING_FOUNOAIIONS SIRUCIURAL STER, PEROU. VEREY MAÏEMAS SELON FOOTNGS ARE ADÉQUATE 10 ACHIEVE THE FeROUIC. HIGH-SIRENGTH BOLTS, AUTS, AND MASHERS IDENTIMCANON MARIGNGS. TO DESIGN BEARNG CAPACITY CONFORM 10 ASTM STANDARDS SPECIFED IN THE APPAONED CONSTRUCTION « DOCUMENTS, MANUFACTURER'S CERTIMCATE OF COMPLANCE REQURED FEROOC: DNA ARE OXTENDED 10 PROPER OEPTH AND HAE REACED Pcpappyc: INSPECTION OF MCH-STRENCTH BOLTING BEARNG-TYPE CONNECTIONS PEROU: INSPECTION OF SUP-CRMCAL CONNECTIONS USING TUBN-0F-AUT METHOD FERQUIC: PERFORM CLASSINCATION AND TESTING OF CONTROULED FILL MATERMLS ee CONT. VERIY USE OF PROPER MAJERALS, DENSIMES AND LFT THICHNESSES sous TT es le CONT- INSPECON OF SLP-CRIMCAL CONNECTIONS USING CAUERATED WRENCH FERQUIC- PRIOR TO PLACEMENT GF CONTROLLED FL, INSPECT SUBGRADE AND METHOD OR TURN--OF-HAIT: MEMQUT | MATOIAMAN VERIFY THAT SITE MAS BEEN PREPARED PROPERLY PEROU: SIRUCTURAL STEEL DENTFICATION MARKINGS 10 CONFORM 10 ASTM STANDVRDS SPECFIED IN THE APPROVED CONSTRUCTION DOCUMENTS SIRUCTURAL CONCRETE FERQOC. INSPECTION OF REINFORONG STEEL AND PLACEMENT PERQUC: SIRUCTURAL STEEL MANUFACTURE CERTINED MLL TEST REPORTS REQUIRED CON IMSPECT BOLIS 10 BE NSTALLED IN CONCRETE PRIOR TO AND DURING 1 PLACEMENT OF CONCRETE PEROUC: _INSPECTION O7 STEEL FRAME BRACING & STFTENER DETALS FOR COMPUANCE WITH APPROVED CONSTRUCTION DOCUMENTS FERQUC: VERIY USE OF AEGURED DESIGN Mix PERQUC: STEEL FRAME MEMBER LOCANONS CONT SAMPUNG FRES+ CONCAFTE & PERFORMING SLUMP AND AR CONTENT TESTS & DETERMINNG TM£ TEMPERATURE OF FRESH CONCRETE AT THE PERODC: APPUCAONS OF JOINT DETALS AT EACH CONNECTION TE OF MANNG SPECIMENS FOR STRENGTM TESTS WELDING CONT: INSPECTON OF CONCAETE AND SHOTCRETE PLACEMENT FOR PROPER | RAS. CONT: COMPLETE AND PART PENETRATION GRODME WELDS PERQDC: INSPECTION FOR MAINTENANCE OF SPECFIED CURING TEMPERAIURE AND Lg FALET WODS > 8/16° AND MLRTIPASS ALLET WELDS CINQ PERQOC: FILLET WELDS < 5/15" FERQUC. VEMIACANON OF M-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAVS AND STRUCTURAL SLABS PRE ED EC EE FERIDIC: _INSPECT FORMAORK FOR SHAPE, LOCATION AND DINENSINS OF THE PRAODES LUN SRIGE MON HELES SE NE FERQDC: MLD PLUER MATRA GENTFICATON MARKS. TO_CONFDRM TO ANS D AA PE CREER MANUFACTURER'S CERTIFICATION OF COMPLIANCE REQUIRED SONO: FOR ED OR NUE CONT: WELONG OF RENFORCEMENT STEEL RESISTING SOSMIC FORCES, INDICATED CO [ESA / COFO] POST-WSTALED AND ANESNE ANCHORS ON PLANS AND DETALS AS LFRS ELEMENTS OR CONNECTIONS PEROU À CONT: WELDNG OF SMRRUPS, HOOPS OR TES CONTI: REMFORONG MELDS IN CM PEROOIC. ALL OTHER RENFORCEMENT WELDS, UNO [page 190] LR + AI D RESPONSE PREPAREDNESS 1 Ë mIyamo 0. AND BUILDING RESILIENCE tom FROM THE AMERICAN PEOPLE Tr GENERAL NOTES - ABBREVIATIONS 0:0000-0002 mm (12/01/11) 18 ANCHOR BOUT Œ BAR OR BOUT DUMETER FIG FOOTNG M] MACHINE BOLT (s) "SIMPSON" STRONG TIE CO. AB ABOVE DBL DOUBLE 6 GIRDER MECH MECHANICAL OR “USP" W/ EQUVALENT ADD ADDITIONAL DEMO DEMOUMON GA GAGE MR MANUFACTURER ICC VALUES ADJ ADJACENT DET DÉTAIL GAL GALVANZED MN MINIMUM 8 SILL BOUT AFF ABOVE FINISH FLOOR DIA DIAMETER [ca GENERAL CONTRACTOR ML METAL SC SAW CUT OR SLIP CRMCAL ALT ALTERNATE DAG DHACONAL CLB GLUED-LAMINATED BEAM (N) NEW SCHED SCHEDULE ARCH ARCHITECT(URAL) DIM DIMENSION HAS HEADED ANCHOR BOUT NS NEAR SIDE OR NON-SHRAK SHIG SHEATHING BLDG BUILDING Do DMTO HD HOLDOWN NTS NOT T0 SCALE SIM SIMILAR BLXG BLOCKING DWG DRAWING HOR HEADER NWC NORMAL WEIGHT CONCRETE SMS SHEET METAL SCREW ELW BELOW {€} EXISTING HER HANGER oc ON CENTER SN SILL NAL EM BEAM EA EACH HK HOOK 00 OUTSIDE DIAMÉTER S0G SLAB ON GRADE EN BOUNDARY MAILING Œ EACH FACE HORIZ HORIZONTAL OF. OUTSIDE FACE sa SQUARE EO. BOTTOM OF El EXPANSION. JOINT HP HIGH POINT ox OPPOSITE HANO ss STANLESS STEEL BOIT BOTTOM EMBED EMBEDMENT Hs HIGH STRENCTH OPNG OPEMINC STD STANDARD ERG BEARING ELEC ELECTRICAL LS HOLLOW STRUCTURAL PDF POWDER/PONER DRIVEN STGRO STAGGERED ES BOTH SIDES ELEV ELEVATON STEEL FASTENER SNFF STFFENER ETWN BETWEEN EN EDGE NAILING WT HEIGHT PJ PANEL. JOINT SL STEEL € CAMBER EO. EDGE OF ID INSIDE DIAMETER PJP PARTIAL JOINT PENETRATION SIRUCT STRUCTURAL œ CAST IN PLACE EOR ENGNEER OF RECORD IN INCH PL PLATE TaB 10P & BOTIOW © CONTROL/CONSTRUCTION EQ EQUAL INT INTERIOR PLC(S) PLACE(S) THk THICK JOINT EQUP EQUIPMENT JST JOIST PUF POUNDS PER LINEAR T0. TOP OF cp COMPLETE JOINT PENETRATION ES EACH SIDE OR EDGE SCREW JT JOINT FOOT TP TYPICAL & CENTERUNE EN EACH WAY KLF KIPS PER LINEAR FOOT pLyD PLYWOOD UNO UNLESS NOTED OTHERWISE CG CEUNG EP EXPANSION KSF KPS PER SQUARE FOOT pReFag PREFABRICATED VERT VERTICAL CR CLEA E Éd 5 A SQUARE INCH psF POUNOS PER SQUARE FOOT VF VERIFY IN FIELD CMU CONCRETE MASONRY UNT FIN NISH Psi POUNOS PER SQUARE INCH W/ WITH COL COLUMN 5e LL Re LFRS Lies FORCE RESISTNG pr PRESSURE TREATED OR W/0 WITHOUT CONC CONCRETE POST TENSION WIDE # CONN CONNECTION FND FOUNDATION LH LONG LEG HORIZONTAL QT QUANIMY Hi LS il CONT CONTINUOUS FO. FACE OF LV LONG LEG VERTCN RAD, R RADIUS wo WHERE OCCURS œ COMPLETE PENETRATION F5 FAR SIDE OR FIELD SCREW LP LOW PONT REF REFERENCE w WORK POINT CSK COUNTERSMK FRMG FRAMING LWC LGNT WEGHT CONCRETE RpMF REINFORONCG WT WEIGHT CTR(D) CENTER(ED) Fr FOOT OR FEET MAX MAMUM REQD REQUIRED WWF WELDED WIRE FABRC [page 191] ŒUSAID miyamoto. HAITI GENERAL NOTES — ABBREVIATIONS (CONT.) —— LM 7 [ir \ | 760rmm [2-67] x | SA [ | L | SO PU NT à Ÿ UNO | _ LL PS À LA | Il | 300mm [1-07] WIDE x Tr 450mm [1-67 D EL | CONT FIG @ BLDG, | | | UT PERIMETER, TYP sÿ à [page 192] ŒUSAID miyamoto. HAITI TYPICAL DETAILS Typical details contain all the information required to build or fabricate the structural component or element represented. This information will include all dimensions, tolerances, structural element configurations, sizes and quantities, and material Specifications. [page 193] LR Sem T RESPONSE PREPAREDNESS {&)USAID miyamoto. HAI Ï AND BUILDING RESILIENCE SL ms FROM THE AMERICAN PEOPLE D [YPICAL DETAILS (CONT. A Re auES rene. or EE S (e] 5 NO fs NE ER NA TRE EE © ! Ep T GLEN EE 00 CH (42 Ps di oi dits te @ a PR NU BP ste TT sans Ponreue : ans eee HEC RES mere | eme RER ET Rte DRE | m/f 5 | os de NZ FE D | ten] —— F Naius sous Efquns , as came ne Le LS L 2m bai TURN Ar die ST RS TRS Fu à) = = Re ee ; BIS Bon mn ske es M — - ) = na \ JL 8 Le y PEN = CES ere : - es NES EÉPRERR EE Se nom …— 5 GE Gen onme —_— we nus n = _— ÿ | TAPICAL CETALS [page 194] LR d'un U SA D mi amoto RESPONSE PREPAREDNESS LP mm ÿ e. AND BUILDING RESILIENCE dé FROM THE AMERICAN PEOPLE ro TYPICAL DETAILS (CONT.) Ç—_ MANS uamuerun LR ET 7, EMBED, USE D Tes F; 0 LE S mm [IN À x SRE CORRE [SE] meta | mn CH ns | 135 rl PEER se x ant [som [mp | om | we | He x . SOemn [2° s 150 [6] | 150 560 (22) | 1028] | «wnt mp és | 5541 | à DE ANNEE mas F$ 250 [10] | 200 fe] | s10 (36) | 1100 [47] | 710 0 (56 1 +. hebneisereenteer ser sp où MN à gré ÉTAT E TE El 2060 F PIE El 12% Ds D nl AA MK OUTSDE OF ME #a | ao re) | 550 (ns) | veso [72] | 2360 [os] | 1400 [ss] | 1850 Ua STANDARD_HOOKS © CON SIERS & DE HOMS SID 4 CONPMED MODES oo L BEN TE SRE (8 à SMALER OL) SR oon-srRaw/TE) MS _ Look DEVELCPMENT LENCTE El 2. Le — DEVELOPMENT LENGTH. D 3 SEE BUILDNG CODE AND AC LATEST VERSION FOR ALL RÉQUIREMENTS NOT NOTED. E 4, FOR LIGHTMEIGHT CONCRETE MULTIELY Le, AND Le WALES SHOWN Er 1.3. 15 HE TR 5. "TOP" BARS ARE HORZONTAL MITH MORE THAN SOGemm [127] OF FRESH CONCGRETE He s CAST BELOW BARS. ALL OTHER BARS ARE “BOT” BARS. DS ] — 6. STANDARD HOOK Le, DOES NOT ACCOUNT FOR THE EFFECT OF TES. OONFNED D re MON-CNL LEE 8. SPUCE LENGIHS SAOMN ARE FOR CLEAR SPACNG NOT LESS THAN 20. CONCRETE COVER NOT LESS THAN Q. CZ — 8. FOR EPOXY-COATED RENFORCEMENT, SEE BUILDING CODE. suce] MIEUE CLOSED NE / H00P RoUMD Hoce ue Le sauces REINFORCEMENT DETAILS & DEVELOPMENT LENGTHS NTS sicee-or20 (1) area [page 195] dent RESPONSE PREPAREDNE /USAID miyamoto. HAITI HOOKS, LAPS & OEVELOPMENT LENGTHS en Hook | cowrnmeo | CLASS 6 LAPF SPUCE L | DEVELOPMENT LENGTH Li Te La HOCK mm [IN] mm. [IN] mem [IH] | mm mi. : #3 150 [6] 150 [6] 560 [22] 710 [38] 430 [17] 560 [22] É #4 | 200 [8] 150 [6] 740 [29] 40 [37] 560 [27] 740 [29) | #5 | 250 [101 | 200 [4] 310 [36] 1190 [47] 710 [24] 910 [36] = 26 | 300 [12: | 250 [10] | 1090 [43] 1470 [56) E40 [33] 1920 [43] = #7 | 360 [141 | 280 [11] | 1600 [63] | 2060 [81] | 1220 [48 1600 [63] 28 | 410 [16: | 330 [13] | 1880 [72] | 2360 [93] | 1400 [551 1830 [72] [page 196] dura RESPONSE PREPAREDNESS &/USAID miyamoto. HAITIES em? FROM THE AMERICAN PEOPLE ro fu We cou dk WF COL 1 q—D PER CONN ' | (14 SSD | o—D RER CONN : M __/PER con . 7 | T'AS | BOLTS PER CONN 13mm [1/27 i BOLTS PER “CONN SCHEDULE 13mm [1/27 (FR Un SCHEDULE" CAP PL (N)' PER DETAIL CAP PL À Û DETAL RE eo baznsesseo rene —— e WHERE es) | WF BM PER PLAN WHERE ui / | WF BM PER PLAN 4 38mm Fe Dh PER Con _ H LA | ‘ h WF COL FLANGE WF COL FLANGE É BEYOND BEYOND | | AT ROOF AT ROOF BEAM TO COLUMN FLANGE BEAM TO COLUMN WEB ( 2 ) (NON—MOMENT) CONNECTIONS ( 3 ) (NON—MOMENT) CONNECTIONS NTS SO! (10) mm NTS 0S1200.02-0102 (1:10) mm (12/13/11) [page 197] RESPONSE PREPAREDNESS SRE AND BUILDING RESILIENCE ‘ USAID miyamoto. A À Km FROM THE AMERICAN PEOPLE À TVPICAL DETAILS MOMENT EBAME BUILDING e ° . s\. SR mir nd iH === TÉTTT | 240) LE (HERO NI Re Cour FRERES PTE E\ |__| HER r+ TIC Êz TN Hi (QE ETETSS 882 TITI I EL 20, A IT az a A 262 a ENT 2Ek2 ET It 260 DCI TT Er OT CTI LE£< a IC 82 [CIDRE OT 22 ICTTICK" DATES Go PH ame pe Es ï FE DCI se mage ZA... EE S NE ETAT T » 27} 7 — CIC 4 JL ue un ÉSEUTIUL Se 4 = Él PI ETE = 5 Êre QE se ni an = MOMENT_FRAME_JOINT = HIPCAL FERMETER COUREI DETAL. S0.06 [page 198] ŒUSAID miyamoto. HAITI STRUCTURAL PLAN The structural plans show the foundation, floor, and roof framing plans of the building. These plans provide information like dimensions, locations and sizes of the Structural elements present in the respective plans. [page 199] ŒUSAID miyamoto. HAITIF D FOUNDATION PLAN (STEEL BUILDING) 26e . LR | reel D E > ne | ©" sr ai STARS Fr E | i [page 200] dust RESPONSE PREPAREDNESS &)USAID miyamoto. HAITI | FOUNDATION . He Lo PLANS - (STEEL AIR BUILDING) Ÿ [il + Dimensions and PR Æ © NT * Structural elements & ! DA illustrated Fa AR | [page 201] ŒUSAID miyamoto. HAITI FOUNDATION PLAN -STEEL BUILDING (CONT.) Steel column size and orientation illustrated W&x3 COL, TYP UNO [page 202] ŒUSAID miyamoto. HAITI FOUNDATION PLAN- STEEL BUILDING (CONT.) PAD FOOTING AND GRADE BEAM INFORMATION ER | 760mm [2'-6”] dl x l 450mm [1'-6"] DEEP ss [Hi | PAD FIG, TYP ë de UNO TYP, UNO _ _ —— — ES l 300mm [1'-0"] WIDE x F- 450mm [1'-6"] DEFP | | CONT FIG @ BLDG, | PERIMETER, TYP Ÿ | | [page 203] fut RESPONSE PREPAREDNESS ‘&/USAID miyamoto. HAÏTI FOUNDATION PLAN- STEEL BUILDING (CONT.) Indicates brace system type and configuration 1 | / RES — =" 4 = | El | ass DS DS I I | MCATES DBL L2x2x1/4 BRACE (X+-CONFIGURATION), TYP. SEE . FOR BRACE ELEVATION [page 204] Pat RESPONSE PREPAREDNESS ŒUSAID miyamoto. HAITI FOUNDATION PLAN (CONT.) Indicates slab on grade thickness and reinforcement CSS 100mm [4”] CONC SLAB ON GRADE W/ | #3 @ 450mm [18”] OC | EA WAY @ MID-DEPTH [page 205] fut RESPONSE PREPAREDNESS &)USAID miyamoto. HAITI FOUNDATION PLAN (CONT.) INDICATES SAW CUT LOCATION INDICATES SAWÇCUT @ 4.575m [15'-0"] OC MAX EA WAY, TYP [page 206] ŒUSAID miyamoto. HAITI. ro FOUNDATION PLAN (MOMENT FRAME BUILDING) | | | l ill ill ne il GRADE EDGE 178mm [7] THK CONCRETE SLAB-ON-GRADE, PER NOTE #4 CONC GRADE … 2500 BOTTLING BUILDING FOUNDATION PLAN [page 207] dent RESPONSE PREPAREDNESS ‘/USAID miyamoto. HAÏTI FOUNDATION PLAN (MOMENT FRAME BUILDING) Footing, grade beam and column types illustrated _! &7 _| 7 D D do: al il INDICATES SLAB ON li | GRADE EDGE iii | ne Dr || il | iii | ue il TE (S401) pero [page 208] &/USAID miyamoto. HAITI AND BUILDING RESILIENCE FOUNDATION PLAN (MOMENT FRAME BUILDING) Indicates slab on grade thickness and : CONC : il reinforcement | (1 AND REINF 1 Il PER 1-S4.00 È ji de RCE + ED RE GE i —— 2 Do DO Di Dj \n/ ; | \F/ 178mm [7] THK CONCRETE | SLAB—ON-—GRADE, PER NOTE #4 CONC GRADE BEAMS REINF PER 2—S4.00 TYP [page 209] ŒUSAID miyamoto. HAT FOUNDATION PLAN (CONCRETE OR MASONRY SHEAR WALL BUILDING) Ex À om mie un [page 210] dent RESPONSE PREPAREDNESS ‘/USAID miyamoto. HAITIES FOUNDATION PLAN -CONCRETE OR MASONRY OSHEAR WALL BUILDING (CONT.) Foundation dimension and re forcement llustrated COR [page 211] Am) USAID miyamoto. HAITI AE TOI RESILIENCE FOUNDATION PLAN-CONCRETE OR MASONRY SHEAR WALL BUILDING (CONT.) Indicates wall reinforcement and boundary element location / 2 N à ; ° | è | 1ly N N LL K K \ U N SK \ INDICATES (N) CMU WALL Y N { À N 200mm [8] THICK FULLY N \ PORN GROUTED W/ #5 @ \ TON \, 400mm [16] OC. EA WAY. NN N/ TYP. Ne A Le \ / et LV MP un NE [page 212] ŒUSAID miyamoto. HAITI ELEVATIONS * Elevations show the exterior parts of a building or structural elements. + In elevation drawings you can find the height of building (floor and roof elevations). * Structural properties of elements that cannot clearly be seen or identified in plan view. [page 213] ŒUSAID miyamoto. HAITIEF BRACE FRAME il Te BUILDING) | + Column type and 5 location sm /7% * Brace type and ei, \/ + location ES] + Connection detail "sm references [page 214] Ént RESPONSE PREPAREDNESS ŒUSAID miyamoto. HAITIFÉS ELEVATION (MOMENT FRAME BUILDING) + Column location : + Roof shape and slope Pt Lt ut | | 1 1#) | Connection detail Le LA in , references . | [| © i ]Le- d | QD OL) | 5) EGLISE — FERME DE FACAOE EN ELEVATION [page 215] PS RESPONSE PREPAREDNESS ŒUSAID miyamoto. HAITI ELEVATION (CONCRETE SHEAR WALL BUILDING) + Shear wall elevations 8.8.8 + __Shear wall locations +77 RES + _ Shear wall reinforcement A Re — *_Jamb bar requirements 1 LE Le ri] a Dowel locations PRET *_ Vertical bar lap splice locations | = | + _ Connection detail references | EE =) gr TT DEEE (O) SHEARWALL re = GRID B = [page 216] ŒUSAID miyamoto. HAITI SECTIONS * Sections are referenced in the plan view drawings and provide information about elements that cannot be seen in plan views. * The sections usually are cut through walls or structural elements that are not typical and the constructor needs to be aware. + Specific detail requirements. [page 217] Oo USAID miyamoto. HAI TI AND BUILDING RESILIENCE SECTIONS (CONCRETE OR MASONRY SHEAR WALL BUILDING) + Dowels 4 HT *__Rebar lap splice length ; == : *_Lap splice location N\ 1 Vial *_ Wall section and reinforcing 277 "| | | ee *_ Foundation dimension ET LOIR ce *_ Foundation reinforcement = N] NS € Page _ NS. CUS à K, à ( ï ) TYPICAL {N) en WALL SECTION = [page 218] PS RESPONSE PREPAREDNESS ŒUSAID miyamoto. HAITI SECTIONS (MOMENT FRAME BUILDING) == nnnnnnnnnnnennt ÉCRAN" AUUIOIN ( 1 Ÿ nee RESISTING MOMENT FRAME ELEVATION [page 219] ŒUSAID miyamoto. HAITI SECTIONS (MOMENT FRAME BUILDING) CONT. + Lap splice length * Lap splice location * Tie spacing + Building frame elevation + Connection detail references [page 220] ŒUSAID miyamoto. HAITI DETAILS The detail drawings provide particular information on how to construct or connect the structural elements. The details can be referenced in plans, elevations and sections. [page 221] LR + RESPONSE PREPAREDNESS ‘= USAID miyamoto. HAITIEFEFE tom FROM THE AMERICAN PEOPLE EEE TP. ALONG | | PROVIDE FIRST EL ve got PROVIDE. PURLIN AT LÉ 7 EH NE EURE QE MIDPOINT OF EACH | EDGE. TP. OF EAVE. TP. (sa EME TP. | F (4). 3 | | OF (4) 2 | | © D PRES PER d'en 1 1 . Hi PT ES LS PS 1 55007 LE + Fr + nr li il il il di INDICATES INDICATES C4 x 7.2 Ag ROOF EDGE @ 600mm [2'-0"] A RS LP à ES COS ES TP. O/C. TP. _! Go) _____ NN) 7 I () LP 1 7 LUS CE LS RS LE TT TANT T— [2-0] H SS H 7 INDICATES CONC SË| …MOCNES conc SMRF-BEAM REINF & COL BELOW PER SCHEDULE ON nP SHEET S3.01 TP [page 222] fut RESPONSE PREPAREDNESS &)USAID miyamoto. HAITI DETAILS (LIGHT ROOF CONT.) ° Slope pa on + Roof connection ue LT | | mes TEE 7771 + Roof element configuration - il - | “a __4 + Concrete beam reinforcement : T : _—_— [page 223] © HAITI \æ/ USAID miyamoto. AND BUILDING RESILIENCE D oaEZEZEZEZEoppEpEEELÈL DETAILS REFERENCED IN PLAN (CONCRETE ELEVATED SLAB) = NES —— RE fx eg \ | | wo lil ER CEE ' ji ill RÉ Il © | D | Hs TE 7 sh l E QE HEAR FROM TOP) Hi i NE == ni #2 30m ! 1 LIN = Re ur Doom 1 111 S 11 © : dE . Le Rs CLEAR FROM Sade TR = __ 5 n HT H Se d il TT — ÉER | 1j il LS : | aa if il 111 Roy JE | | © |. ! M QE AE | Je ni = a TR ARTE 5 -— — —. li ——_ CN re 1 EE AU 7 > Gæ = il | ] L+ | Cy . l \ Gy | j Cry - te LL | [page 224] > USAID m Iyamoto. HAI TI AND BUILDING RESILIENCE DETAILS REFERENCED IN PLAN (CONCRETE ELEVATED SLAB CONT.) °_ Slab information so too FE ° Clear cover TT, * Wall location sa : + _Reinforcement placement Fo [page 225] ŒUSAID miyamoto. HAITI D DETAILS REFERENCED IN FOUNDATION PLAN | À NDICATES 600mm | j \ \ [24"] THICK BY / \ \ 2740mm [9°-0”] / \ À SQUARE PAD FOÔTING \ \ W/ #5 @ 250mm 4 \ À [10”] 0/C EACH Way \ \ TOP AND BOTTOM. \ \ [page 226] Pit (SUSAID miyamoto. HAITI em? FROM THE AMERICAN PEOPLE D DETAILS REÉFERENCED IN FOUNDATION PLAN CONT. . Foundation reinforcement . Foundation dimensions | En ° Dowels and anchored length | | / p DC man 4° "eo 5 von co Goes C Tes um ir igue ne À Dr ssl LE Pire Tige 7 eh. 7 © 506 s ET PUS E Ts nn ____à ES CE EAR LE à: SEA) ESRI ARC PE ERA ( KG — à mer 0 TERMNATED W/ STD NC TUEUR Sa pes sw 622mm (2-0 1/27] MN. TP. A OURS. MR 20m nd #1 2743mm [9-07] FT ( 2) DETAIL = [page 227] (&,USAID miyamoto. HAITI AND BUILDING RESILIENCE EXAMPLE OF RETROFIT BUILDING DETAIL @ FOUNDATION *_ Foundation reinforcement *_ Foundation dimension 7 © au we * Wall reinforcement 7 Dowels to existing foundation _. EL 7 VARIES fs mm æ = 1 Lens IKIKT TFÉSSNIRKKKKKAK 3 50m [6 IS Bo ts: N | Es & (E) CONC CONT h DN Ù 4 He 2 NS Ne RE rer VERRE p O— DETAIL [page 228] ŒUSAID miyamoto. HAITI CHANGES/UPDATES TO DRAWINGS There is a common method of indicating where a revision has changed a drawing. The change shall be represented by the cloud method next to a delta sign. Where each change is enclosed by a cloud shape. [page 229] dant ET AI D miyamoto LL RESPONSE PREPAREDNESS _ em? FROM THE AMERICAN PEOPLE e AND BUILDING RESILIENCE ro UPDATES TO DRAWINGS (CONT.) : : 16m [5/87 Example of details without change. Pu 004 our (ET Eu iron a »0 PRESSURE TREATED W/ 75m [37] x 6mm [1/47] N0:1 © Glen 50 FL WASHER © 600mm [247 0€ mx | L24"] où max CT Rene NT EE UE sou F0. CONC Là \ FINS* & CONN ! 4 eo PER ARCH he gi per A ( 7 " 1 22 anse _ _ _} il FT Ps a PAPE El" PT Song TN RTE NP 1e one PTE L —c0 ve nn Êr sis QE” (2) #4 cowr © 0e es 4 _. : AI Es] HER 67] FULY GROUTED M eee NET UT, ju oo e ES PL I mme VERT, MD 4 © 1e"oc Î il E SO0mm [127 oc (5671 EXT-LS Ï fl 5 4 fé @isec Wrrroun 40.ümm (40-07) AL A a ni & \ LA! É Lt LA ET = QE NUE 7 2m FR ï ES — - : Ca CONTRACTOR TO. PROMDE 1 RTZ Un ! AA E— | SionNG oR DELA ALL | [l AZ ë| OF RETANING ALL UMTIL mm li 200mm [8°] CONC STEM J£ V (2) #4 cor FS CONCRETE AEACHES 2000 PSI fl | WAL n/ #5 REBAR © “le | 1 £ WEEP HOLES BY OTHERS | HD {20m [#7 OC Ew, me ! —_s 1 D] se vor ax oners > 4 IF | er BE ln ENV { A PRE So T Ê+ PAD FIG A FŸ IN PAD FIG At ini RENE 8 = 70 ro ; -— airs 1 SPACNG | AUS: # #00 1. CONT FOUNDATION LONOTUDINAL 25 fes STD #k REINFORCEMENT SHALL EXTEND F SEE PUN ALTERNATE HOOKS THROUGH PA FOUNDATION, (TP). Se cosoron @ seu may (2 #4 CON îE ( } DETAIL NTS [page 230] LR + USA D RESPONSE PREPAREDNESS ET mIyamo 0. AND BUILDING RESILIENCE Ua FROM THE AMERICAN PEOPLE ro CHANGES/UPDATES TO DRAWINGS (CONT.) Example of details with change. nn er Di 0 Eoomm SP MSIE © Em | (247) 0€ Max | [247] OC Max ii FACE OF CM & — 2x4 ROUGH CUT TA. PER NALNG SCHEDULE" hé ED. RS pe eee L'7 FER ARE ni ! Hé FOR ITEMS NOT SHOW OR [ ALL PER PUR pi / ARR: NOTED, SEE *CONOMON @ 8” FULLY GROUTED CU d À ur 00 BEN SPHERS / NI STEM XL” ee d'u ‘ ù Uni \ RS SE LS Ut es sm EE #4 vowa. o HCE 95m HAT ! fn Soomm [12700 | FBI Sons ter] oc EE guome ÉTÉ : LH 8160 room en AI \ \HEH I: & BOTT HiHi: © © OF MAL éerfrr07 : \ EH ARTE +00mm (29-07 HA! ! Lio hs Ÿ To. sûs E ER $ FF. KE DER 2 me NS cor KE A >. à É SZ A dou Fan Et RE ENS es WEP HOLES BY OTHERS ENT Mn ele ES À amd) sud RE en es de = d.Ù CONCRETE PEDESTAL OPTIONAL COLD JT ENV PT Ga sexo AN ETC M FACE _. = 27; TBE À ASUS l S) SE PRE VERT. DOWELS TO MATCH LE IE Lies 16 oo] 1 CONT FOUNDATION LONGTUDNAL EH 3 SDK REINFORCEMENT SHALL EXTEND a — ATERNATE HOOKS HROUGH PAD FOUNDATION, (TP). JE com o sreu mas (2) #+ CON 15 Q DETAIL NTS [page 231] & USAID miyamoto. HAITI THANK YOU!