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HomeMy WebLinkAboutBuilding Plans■ _rgaF 4 3� y5 T c 19692111 401 µr TIDWAY ROA FORT PIERCE, FE 34982 LOTS 3:-__ CK 2, INDIAN RIVE ES _ :a , UNIT ONE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA OPENING SCHEDULE: EXTERIOR SWING DOORS, OVERHEAD DOORS, SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS PRODUCT DESCRIPTION MODEL MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBER DESCRIPTION TYPE, SIZE, SPACING & EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. OVERHEAD GARAGE DOOR WB COPLLY NO -GLASS %6" x 1%" LAG SCREWS EACH BRACKET +46'6 -52.0 SEE ELEVATIONS FL# 5684.17 GLAZED DOUBLE DOOR 160 SENTINEL CGI IMPACT Y; x 1Y+' MIN. EMBED. TAPCONS SPA. O 14` O.C. MAX. +/-80.0 SEE ELEVATIONS NOA# 20-0722.16 SOLID CORE SINGLE DOOR WOOD - EDGE OPAQUE STEEL JELD-WEN IMPACT 1IW x 1Ys MIN. EMBED. TAPCONS SPA. O 14" O.C. MAX. +47.0 -43.0 SEE ELEVATIONS FL# 14569.7 SLIDING GLASS DOOR SENTINEL 150 CGI IMPACT (2) A" x 1X" MIN. EMBED. TAPCONS SPA. 0 16" D.C. MAX. +/-50.0 SEE ELEVATIONS NOA# 20-0729.06 HORIZONTAL SLIDING WINDOW HR120-SENTINEL CGI IMPACT YC It 1X" MIN. EMBED. TAPCONS SPA. O 12" Q.C. MAX. +/-65.0 SEE ELEVATIONS NOA# 20-0610.03 PICTURE WINDOW SENTINEL 130 CGI IMPACT Y47 x 1YV MIN. EMBED. TAPCONS SPA, O 16" Q.C. MAX. +/-60.5 SEE ELEVATIONS NOA# 20-0519.09 PRODUCT DESCRIPTION MODEL MANUFACTURER ATTACHMENT METHOD _." d-"-u- "W PRODUCT DESIGN BUILDING DESIGN PRODUCT NUMBER TYPE, SIZE, SPACING ,& EMBEDMENT PRESSURES (PSF) PRESSURES (PSF) APPROVAL NO. ASPHALT FIBERGLASS REINFORCED SHINGLES CLASS F IKO INDUSTRIES, LTD ROOFING NAILS PER FRL 905.2 (6 PER SHINGLE) VOLT; 194 mph VULT: 160mph HURRICANE SHUTTERS N/A SOFFIT COVERING TO BE BUILT ON -SITE USING: 3/8" HI-RIB'.SELF FURRED EXPANDED METAL LATH WITH "K-PAPER" BACKING (CEMCO; 3.4 LBS/SQ. YDS, MEETING ASTM C847) FASTENED TO EACH ROOF TRUSS WITH NOT -32.4 NOT APPLICABLE SOFFIT COVERING �!8(MIN) x 9 1j4" PHIWPS PAN/TRUSS HEAD SCREWS (18-81IS.S. OR GALY. ASTM A307 STEED SPACED 5" O.0 APPLICABLE (WALLWALL ZONE 5) (FBC-R616.4 & MAX (2 SCREWS PER EA. SQ. FT. OF LATH). 5/8" THICK MIN. CEMENT STUCCO MIXED AND APPLIED IN R703.1.1) CONFORMANCE WITH ASTM C926. PROVIDE SCREENED SOFFIT VENTS 6"x22" AT 411" Q.C. FOR ALL SOFFITS, MULLIONS N jA 1. ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS. uFl O 2 MAIN EGRESS DOOR MUST BE IMPACT RESISTANT. 3. ALL GLASS SHALL HAVE A U-FACTOR LESS THAN OR EQUAL TO 0.40 ABD SHGC LESS OR EQUAL TO 0.25. i 4. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE IT. NAME: BRIAN MASKOL, P.E. CERTIFICATE NUMBER: 66080 STRV','S7U1r*.AL 4 1. DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2. SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3. ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. II, 4. SLAB / FOOTINGS TO. BE CONCRETE WITH AMINIMUM 2500 PSI COMPRESSIVESTRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1 Y" SUSPENDED SLABS: 1 %" 6. LAP ALL REINFORCING STEEL A MINIMUM OF48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED." 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES. INSTRUCTIONS AND STANDARD PRACTICES. 10. LINTELS SHALL HAVE A MINIMUM 4" BEARING. 11. PROVIDE 11 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 92. STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8" 0 HEAD O 6" O.C. OVER 3/8" METAL RIB LATH O 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). 11 EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD O 6".O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS O 6" O.C. PERIMETER AND FIELD. 14. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. AVF= 9. INTERIOR TO BE y{t" DRYWALL FINISH. 2. ALL INTERIOR GYPSUM BOARD TO BE: MIN. An THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 X"-LONG, ANNULAR -RINGED; 50 COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH'ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450..' ' 5. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6. ALL EXPOSED INSULATION, MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7. PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36. C 79, C 47®, C 514. C 630. C 931. C 960. C 1002. C 1047, C 1177, C 1178. C 1278. C 1395, 0 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. B. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCD 25- WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TT:STED IN ACCORDANCE WITH ASTM F 84 OR UL 723. • auilding A Code f et that&ins DIvidon 2300Arghda Avenue, ran Pierce, R.34902 -(772y "I-VS53 Cartificatfon:for Design Wad Compliance a Any non=rastdand?tsducture.. ' rlalote: Wm not regd red for Interior Wopatiora provldad that no estor wstructural elenianteare alfWMD and A= DESIGN CODE Florida ab. ��/Cp@c5{>dh&tlkdiaFj�MdfSh«U,.�-T ,.iapplemmh@sirW ASCE.'ti^�„Q .. I. SUvMra desagr(odl W(dheck orxd' _'$,mEpelA9td-PartiallyI Endkeed / -,,,,,,,Open 3.. Rlsv CaLe&ory•_I ti! If _ IK,,..,,.•,,,.IV �E�aswreCatexoa,c E„„.,„f t C: Design Winn Velaeiry �� mph f ASD�tA Op End Zone Wkfthz t 5. MeanoofHeight,,,,,,�„�,�.,„,„,,,_ft Beef Ped,-1_,F2.. Parapet. 8 E. Components-& Cladding Da n Pressunts, used: IPSF ba"dsruh @15,1 4H, dearly labd W. all plaiocen9ngsyjt. 414.x 4:9r 7. "r Ply+'- .431..5 -f $35 v3%9. lane i.+.1u3 aZdse a:_eArte3:._`T.-�-AoI+M tl: -"a6.i 2ona 5:��Garage �.,.-.. 7. ttasign uaaJs;. Fioor,�;,;_,,,,,._,,,PSP goo�%fdEad;=;�,_-.PSI Koof(Live.�euknny::�._�____PSf {lock - PSF Dedt;",--PSF stairs I* Pftm PSF Railings. P5F 8. Wee $NtarWaks considered 'Fdr S4roiturd;4 Ydd. _NotApplicable Explain WhYNctt; 4,. IsACantiplams Load Path ExplaInWhyNer. 1D resign Sail Bearing'PtaSwrc::_a-y_$Ot} PSF SodTest.Rca,.m SgbMIttad4 vas RAWNPna ;aNALc�rmF Tuxr xAv Orr. I certify, that, testa best of my knowledge and Gebel; the attached plans &spedfaeadgns Nava Been designed to oprp6y'a;k,,TIQ able aructiral P"dons of the txaldiirg codes currently adopted and.:eniorced by St. Lude we tyvy s �.. !°dPf,IFactural eMmmts depicted on these plans Provide adequate m5tstanox to the design r+fb t' ✓r ',r p N a 'LT Print name tent ace. fort Aut§r: a k�t�rr ••' rnrn;}�WeSrKy +�+r f"°r"�'[:ys+'h 4'Ar,O, APA1.. �y', companpfaame&Addrcrs 1111111,111 IN Oil 11!11 1. "ME CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIRCATIONS, ETC. 2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. COORDINATE ALL PHASES OF CONSTRUCTION WITH OWNER. 5. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 6. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 7. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS PER FBC 2017 RED. PLUMBING NOTES 1. ALL WORK SHA' L BE iN ACCORDANCE WITH THE FBC 2017-PLUMBING 2. DWV PIPING SHALL BE SCHEDULE 40 PVC. 3. WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, C0 PEX. 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND 'WITHIN BLDG. 5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN V' NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED' OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014. EDITION. - 2. A MINIMUM OF 75% OF THE LAMPS. IN PERMANENTLY INSTALLED LIGHTING .FIXTURES .SHALL BE HIGH -EFFICACY LAMPS. OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH -EFFICACY LAMPS). 3. RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.' 4. SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT. 5. SMOKE DETECTORS TO BE LOCATED AS SHOWN. 6. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE, 7. PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS,°DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS HIR FBC AND NEC REQUIREMENTS. B. PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES, -KITCHENS, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY ..SINK. 11 .: 9. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 10. EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11. PROVIDE TAMPER RESISTANT RECEPTAr 1 ES PER NEC REQUIREMENTS. wla,.... 1. RESIDENCE SHALL BE IN ACCORDANCE WTH FLORIDA BUILDING CODE 2017 ENERGY .CONSERVATION RESIDENTIAL 2 ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD. FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4, 4. THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2 5. WNDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402-4.3. 6. CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. 7. HEATING, VENTILATION, AND AIR CONDITIONING: REFER TO MECHANICAL DOCUMENTS FOR NOTES, REQUIREMENTS AND SPECIFICATIONS, TO BE PROVIDED BY OTHERS. , A, i1 FcREM 1. GARAC_ROOR SURFACES SHALL. BE OF APPROVED NONCOMBUSTIBLE ', FIF 2. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. Tel!",''(k L a ,rt y 7 OIH Tl as IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE NO CLOSER THAN 3 " FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. IT IS THE INTENT OF THESE DRAWINGS TO SHOW GENERAL REQUIREMENTS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IT IS NOT THE INTENT TO SHOW EACH AND EVERY PIECE OF MATERIAL OR EVERY METHOD REQUIRED FOR SOUND CONSTRUCTION. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE STARTING PROJECT. JOAN JAFFE LLC JS NOT RESPONSIBLE FOR ANY ERRORS OR MISTAKES ONCE CONSTRUCTION HAS BEGAN. IN CASE OF QUESTIONS, PLEASE CONCULT JOAN JAFFE LLC AND SUMMIT DESIGN & FORENSICS, INC. THESE DRAWINGS MAY NOT BE USED FOR THE CONSTRUCTION OF ANY PROJECT OTHER THAN THE ONE SHOWN IN THE TITLE BLOCK OF EACH SHEET. y5 F DFRAFI'ING SERVICES ,owr,wmm.uc PHONE: m2) 237-7M VRMTREASU&ECOASTDAAPRNO.COM O N 4 R . A A U 0 z h"I A E A z N W 0 U z N11 W h AAA f T1 0 C W �x�w� CCU jr�y1U�F� C)w � o U r� V � W in 0 r H C ireae-V l -1 00 1J to.d N H M n J LLC) NLLJ Wun LLI J _Q O U1FUN Lt.= J N z w v Q to l/1In a w N Q n ® �1111 11 Il �\ C' EN O 0.6 80 STATE OF A Ll Date��l�SfO E� y\ SCALE: N.T.S. JOB No: 52A-1071 C 48" x 48" x 24" DEEP _.. _ 53,-0n (2500 PSI) CONCRETE PAD FOOTING WITH (4)-#5 BARS EACH WAY 1 -4 1°-4°' " 13°-4°, 2i'-0°° 1 -4 13' 4'° 1'- (TYP. OF 4) - ¢I 7- P F-7 P PQ F- J — J 39'-6" L� — 13°-6" L� m ELD LOCATE BY OWNER) 3°_3°° I 7'-0ISUMMER ,JOp KITCHEN CHO(T' ALIGN W S P7 & COLD WATER STUB -OUT 01 Fg RECESS SLAB 4 0 Is ■ ■ ■ ® P1 BELOW FINISH FLOOR � � � ■ III F7 0 III P5 7'-0" ALI N w TRUSS ABOVE1 -4" I / FS P1 P1 1 to •' P1 ■ ■ I HB ■■ ■■ ■■ ■ ■ ■■ ■■ I =—=— -- ■ r ' III — ----L F5 P1 ' F5 4, -P7 87 ,. 3, 3„ _7„ 3°-1) " ■ ■ I III #5 VERT DOWEL REINF. III ALL WALL OPN°N/JAMB, ALL CORNERS, UNDER ALL GIRDERS I ■ AND AT 48" O.C. MAX. (TYP.) III ■ o Z 4 ®IIIz Q P1 PI En I o w In = w I _ III ® JZ I O az 0 III VI In Q �' �, D°-D° a III 3 I TOP OF SLAB # _ � ■ U' W N III z W r� WINDOW AND DOOR NOTE: IT IS THE RESPONSIBILITY OF THE N WINDOW AND DOOR SUPPLIER TO yJi COORDINATE ALL REQUIRED OPENINGS III I WITH THE CONTRACTOR PRIOR TO ANY III fl €,- 13 - WORK. THE WINDOW SUPPLIER IS I ■ RESPONSIBLE FOR C DE COMPLIANCE lil OF HIS PRODUCTS. ■ (FlELD LOCATE BY OWNER) 2'-8 " 18'-2 " (Oil III 4' 2'_4 " I I RUN CONDUIT FOR III I ELECTRICAL TO ISLAND o------ III �' -- ---� I � II I I ■ P, III " I _ o o — —� STEEL COLUMN III II I�-- LOCATION. REFER J I L — � — — — — — J TO SHEET R1 FOR — ---- C--,II N .,,, DETAILS C -- —_-- I STEEL LUMN L' DEEP III 1 TOCATISHECET RE FOR (FER 2500 I)1C CONCRETE ■ "03 DETAILS03 PAD FOOTINGWITH � 5°-11� " '-7) " 6 r (4)-#5 BARS BOTH WAY I D I r III P1 ■ P1 rl r — _ 00 = ALIGN w/ROOF TRUSS GIRDER — ■ ■ — — — — — I _ P1 I = (SEE FOR TRUSALIGNI^ONT)PLAN /®\I EE �i_ a a zZirL — J — `` E ■ P1 uT P1 I by HB _j I — — J �— REINFORCED 4" THICK SLAB (2500 psi min.) w/ 6x6 - W1.4xV'WN1.4 WOVEN WIRE MESH FB P7 F1 Pt -- — I (OR FlBERMESH) ON 6 MIL VAPOR BARRIER OVER I 4°-9" I P6 CLEAN 95% COMPACTED TERMITE TREATED PREPARED SUPGRADE I I I ■ PROVIDE I TYP. B" CONCRETE ■ DRAIN LINE TO Fs— I BLOCK WALL a EXTERIOR FOR I Pt I (SEE SHEET-A5/DETAIL 1) I S6 7'-11)'2• 2°-4" AHU AND WH 5 — — — 4 I HB N 0 I — — — — — (— I ■ ~ P I _ — —Lai J r 0 -1 - F2 P1 __ SLAB 4 RECES BELOW FINISH FLOORI w o ■ ■ ■ ■ J SLOPE F3 19 0,,, 12°-8" j P, I -- 1/►-8MIN. ---- — ---� u1 16X16 CMU COLUMN WITH ® (4)-#5 BARS F3 ■ — —P9— ■■ ■ ■ ■ ■ ■■ " MASONRY WALL, SEE PLAN #5 REBAR 048" O.C. (MAX.) & AS SHOWN ON PLANS 34'XB" WIDE BLOCK RECESS FINISHED FLOOR - 4" THICK (MIN.) POURED PS ... CONC. (2500 I I .) FINAL GRADE 6" THICK (MIN.) POURED CONC. (2500 PSI MIN.) v�N 3- 5 (AT COVERED PATIO 12" MIN. EMBEDMENT • �.\� ONLY) BELOW EXISTING GRADE ' 3" MIN. (2) #5 CONTINUOUS REBAR 1'-8" 8" r AR COVER MIN. (TYP.). 6X6-W1.4xW1.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FlBERMESH) F EXTERIOR WALL FOOTING " MASONRY WALL, SEE PLAN #5 REBAR 048" O.C. (MAX.) & AS SHOWN ON PLANS wl 7-%" CURB M3 4" THICK (MIN.) POURED 25 CONC. (2500 Psi MIN.) FINAL GRADE- 5' 12"MIN. EMBEDMENT BELOW.. EXISTING GRADE ii 3" MIN.(2) #5 CON71N000S REBAR_- 1 6- CLEAR COVER M(TYP.). 6X6-W1.4 11i WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FlBERMESH) n 3 )r POURED CONC.- PORCH SLAB OR PAVERS PER PLAN 12" MIN. EMBEDMENT BELOW EXIS71MG GRADE (2) #5 CONTINUOUS REBAR 7-5/8" CURB VERIFY 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) 6x6-W1.4xW1.4 WWM (OR FlBERMESH) THICKENED EDGE FOOTING WITH (2) #5 BARS CONTINUOUS )r DIA.x10" A.B. 024' O.C. MAX. WI MIN. EMBED, 2" (MIN.) P.T. SO PLATE w z FF. SC \ a 2'-0". F INTERIOR STEP ® � ecw e,ur_ ' —I MASONRY WALL, SEE PLAN ___-45 REBAR 048" O.C. (MAX.) & AS SHOWN ON PLANS 'I' X8" WADE BLOCK RECESS 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) r DIA.x70" A.B. IJ O.C. ��7� _ F.F. 2A (MIN.) P.T. MINSOLE P®ATE FINAL GRADE 77 777 12" MIN. EMBEDMENT. �� ;>/ BELOW EXISTING GRADE (2) #5 CONTINUOUS REBAR 1•_g• 6• MIN. SHOWER CURB W TOOLED ---- -- z m FOUNDATION PLA (TYP.). 6X6-W1.4xW1.4 WWM DOUBLE WITHIN 3. F"G-- FROM FOOTING (TYP) (OR FlBERMESH) SCALE: 3/8" a V.0" r----4" THICK (MIN.) POURED ( CONC. (2500 PSI MIN.) BXB-W1.4xWi.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP) (OR FlBERMESH) �a_1X�kTr.1aI£�➢ THICK (MIN.) POURED :01 (2500 PSI MIN.) BXB-W7.4xW1.4 WWM (OR FlBERMESH) 05 BARS CONTINUOUS SCALE: 1/4" =1'-0" 2x4 FRAMED BEARING WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION 6X6-W1.4xW1.4 WWM (OR FlBERMESH) 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) MONOLITHIC CONCRETE FOOTING WITH (3) #5 BARS CONTINUOUS 4" OR 6" 2x4 FRAMED WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION -'---4" THICK (MIN.) POURED F, -^ CONC. (2500 PSI MIN.) ,'-4i MONOLITHIC CONCRETE FOOTING WITH (3) #5 BARS CONTINUOUS FIS INTERIOR WALL FOOTING BEARING SCALE: 318" ® 7',0" 4" THICK (MIN.) POURED 8" VARIES g• CONIC, (2500 PSI MIN.) z �w F.F.dlI , 6X6-W7.4xW1.4 WWM (OR FlBERMESH) 2x4 FRAMED NON -BEARING WALL SEE TYP. DETAIL FOR )r DIA.x10" A.B. 024' O.C. CONNECTION TO FOUNDATION MAX. W/7" MIN. EMBED. 2" (MIN.) P.T. SOLE PLATE LZ a. 4" THICK (MIN.) POURED F.F._ �^rn M CONCRETE (2500 PSI MIN.) 'rr 6X6-W1.4xW1.4 WWM 1'-0" (OR FlBERMESH) (2)#5 BARS CONTINUOUS INTERIOR STEP _ F1 NON -BEARING i SCALE:3/8 VI L COD ST. DRAF1'ING SERVICES PHONE: (772) 237-7942 WWW.TRRMURECOA97DRAP GCOM c "s ti In )H H 0 U z � vJ Q p�f VJ M m O z4 � FBI U � aAQ� 0 U 't �rnn�T 0 P40dw> vIO�U� (~ �UW�'cv �A °4, � u H ra O � � w � Q K WED FOR OMP IECI: occ lJ Z o � le l�J N u m^ W Uo�o N w In O NON Ga.'s p UI H n d z LU F V Ln z 7n N a W n A'000 J- MA �GEN �S N .66 0 STATE Fi�l/,� S�ONA1_ � Dat6/���t (11j; l t i \\%\ SCALE: AS NOTE JOB No: 520-1011 P1 1. ALL DOWELS AND VERTICAL BARS ARE #5 2. #5 DOWELS 44" toll 3. ATTACH DOWELS TO FOOTING STEEL 4. VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS 5. FILL CELLS AT VERTICAL DOWELS 6. GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60 CONCRETE FOUNDATION NOTES 1. SLAB f FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPARATION NOTES 1. THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2. CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3. SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4. AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN —PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING 3" VTR CONCRETE. 5. SUBBASE COMPACTION FOR THE FLOOR SLAB FILL JG MATERIAL SHALL BE UNIFORMLY COMPACTED TO A I MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY 2 �V� MODIFIED PROCTOR METHOD IN ACCORDANCE WITH " ASTM D-1557. V/� I 6. CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY S I LAV I TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE IWC TAPE. �HW 2° It i 3 3" \ 3" Vj 2iv \ \ 3" \V \ LAV l 2" AUTO \ \ I VENTril \ I I I SHW 318�1 � I KS W I` AR 1kz" GAP h � q \ \ \ 3" \ \ \ C.O. \ 4" 4" (MIN.) BUILDING SEWER TO ON —SITE SANITARY SEWER LIFT STATION ISOMETRIC RISER DIAGRAM SCALE: N.T.S. MECHANICAL PLAN SCALE: N.T.S. NEW SUPPLY AIR DUCT (R-8 FLEX) ■ SUPPLY AIR DISTRIBUTION BOX (RIGID FIBER DUCT BOARD) CEILING MOUNTED RETURN AIR GRILL (w/o FILTER) WITH FLEX TRANSFER DUCT DRAFPING SERVICES MOH (772) 237-7942 0 � " o e' A � Q W a A Q U z 0 z N A A G z W 0 U z W QNF" N 0c w W��aw 0IO<w> Wo�� aQ WUW�cv two rh� a V � W � 0 lJ � Z o a m VJ f° v l/1 . m rI UmJ Ln Z LLJ= L. O 0 FUN O in J N in R J n a. n Z W F 0 V m a In W Ln N Q r / i NSFi•' i 0 608 ­1 ', STATE OF Date ; a 3 " SCALE: N.T.S. JOB No: 520-1071 i ■ ■ L-10 w a� g u s m xc CE DEEP SHAMPOO CUBBY. COORD. SIZE & LOCATION WITH OWNER v SLA\ / DRA1IN \ HB►1 r. i'I-n" V-4" V-4" 13'-4" 21 -0" _ 13'-4" L-11 L-12' L- 11 PRE -CAST LINTEL _ PRE -CAST LINTEL PRE -CAST LINTEL — — — — — ERR ------------ — _ _ __. _.. — _. _ _ — ------------------------------- 1 39'- 6" 0 13'-6- I UM R PORTABLE GAS GRI Imo+ Z1 0 In. �i COVERED PATIO so ■ IN111111111111 III■I low al 9'-4" CLG/CONC. ■ LNZCAB. o H � I c L-4 ■ 48 Y 0 \ i 1 19'-4°° -Or. 13' " BATH #3 � T2'-23i" r " 9'-4" CLG/TILE � EGRESS L 6 (4) PNL 'C B° SGD I 84"X63]IMPACT -1�'" GLIDER l ■ c a 1 60BOBF c' ■ t3 I e w ■ 13`-1''4" 25'-10" 8r-5X- ■ MASTER SUITE J� = o ; LIVING ROOM BEDROOM #3 9'-4" CLG/CARPET W m �' 10'-8" CLG/TILE 9'-4" CLG/CARPET' ■ ■ ■ 7'-2jY" 3'-5" 2' s (o 23°-4" 12' 2'" 2'-6" . - LO N ■ ® 2BB0 2880 BEDROOM #2e 9'-4" CLG/CARPET c 1 h 11'_6., W-4- O ® oa KITCHEN I I M W.LC. 10 -8 CL G/TILE 3'-5"_ s'-s°° FLAT_T aP LQIIE ® e REF. I SPA[. — — — — — COUNTER— — — _ _ - " L - — — — — — I ' 't 22 X3a' l 6060BF m N ani I CUSTOM KITCHEN DESIGN) ■ M. BATH BY OTHERS 00 " 11'-7" ■ n 9'-4" CLG/TILE x COLUMN RANGE W/VTR K3 o I fi0 HOOD ABOVE I ®� TH #2 1 5' 4'-2» DRYER k1B80BF___hl _ ---— _ WALL N ti'-4" CLG/TILE ta OVEN6' 3680BF OPNG. —___—_--2480BF STEEL <O = w®12'-4% " I I O COLUMN — — x �>m I w > 1 I 24BOBF 3 LAUNDRY FOYER N wH ,_ „ I z p 9 4 CLG/TILE M m ®® G R ®J r »�'[ DINING ROOM I I 10'-8" CLG/T LE 1" 2 -7 2 -8" 5'- J< I~1 a � W IWj " ■ W/W ZHSE s z 10'-B" CLG/TILE 1y1 w FI E RATED a N I m' 1r1® S F CLOSIN "I m 1 1 1�1tl 7°-37 " 2'-4°' 10 4 °' 10'-9 8'-lY- 'r-m MAIN EGRESS DOOR PER DEN 'DESIGN FOR STORAGE FBC R 311.2 ., r F_22' x 51 1 ATTI�LAAC�CESS 9'-4" CLG/CARPET E D L OR ■ 1 I L WlPSTAIRSOw 13"DIA.x48" STEEL (FIELD LOCATE) GUARD POST wry"x1O`' SQUARE BASE w/(4) (3) PNL 8' 6' CUSTOM L'6 '- Y�'x2 X" WEDGE BOLTS PICTURE WINDOW L-2 ■ 5'-8" 5'-811 10" 3'- ENTRY PORCH 63"X63° GLIDER I3 2-CAR GARAGE x JIMP CT 12'-8'" CLG/CONC. I 6'-8- s, -011 9'-4" CLG/CONC, L-a z_ 19'-0'° J 12'-8" a POINT OF BEARING HEIGHT ■ _BOX OUT SOFFIT - BOT. BEAM 0 10'-8"_ CHANGE FROM 9'-4" TO 12°-8" _ _ _ _ ■ PRE -CAST LINTEL _ _ _ ■ L_9 —POINT OF BEARING HEIGHT ■ CHANGE FROM 9'-4" TO 12'-8" ■ ■ L-8 L-8 ■ ■■ ■ ■ IN ■ ■■ 54"X63' GLIDER 54"X63 GLIDER IMP CT MP CT W-3" 81-10" 21'-4" 19'-81° 12'-0" 53'-d" 1'-4" ip L-2 I_ i0 i u 1 v a m I-HB -DEEP SHAMPOO CUBBY: COORD. SIZE & LOCATIC WITH OWNER I v! r V) u �a a L-2 w E m W X o X J n (D y� c I to r c m e PRECAST CONCRETE LINTEL SCHEDULE: PROVIDE PRECAST REINFORCED CONCRETE "U" LINTEL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) FOR ALL MASONRY OPENINGS OF THE SIZE AND REINFORCEMENT NOTED IN THE FOLLOWING LINTEL SCHEDULI; MASONRY WALL LINTEL SCHEDULE LINTEL DESIGNATION LINTEL LENGTH LINTEL TYPE SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L-1 7'-6" 8RF14-1B/1T 2459 200 1364 200 -- L-2 6'-61, 8F16-iB/1T 3480 200 1868 200 L-3 4'-0" 8F16-1B/1T 6113 200 3060 200 L-4 4'-4- 8RF14-1B/1T 5206 900 2362 500 L-5 17'-4" 8F16-113/2T 950 900 506 500 L-6 9'-4" 8F16-1B/1T 1843 1800 1136 1100 L-7 5'-4" 8F16-113/1T 5365 200 2276 200-- L-8 5'-10" BF16-1B/1T 4360 200 2080 200 L-9 21'-4" 8F24-1 B/1 T 1114 200 480 200 L-10 13'-4" 8F16-1B/1T 1075 200 607 200 L-11 15-4" 8F16-1B/2T 1250 500 616 600 L-12 22'-d°' 8F16-1B/2T 550 200 358 200 NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCRETE LINTEL AS NOTED ON PLANS NOTE: 1. COMPOSITE BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, AND MAY BE INCREASED IN FIELD'WITHOUT ENGINEER'S APPROVAL. 2. CALCULATED APPLIED GRAVITY LOAD AND APPLIED UPLIFT SHOWN ARE WORST CASE, ROOF TRUSS GIRDER LOADING HAVE BEEN CONSIDERED. 3. MASONRY CONTRACTOR TO VERIFY EACH MASONRY OPENING WIDTH AND HEIGHT PRIOR TO CONSTRUCTION. 4. LENGTHS OF LINTEL SHOWN ARE ACTUAL LINTEL SIZES (BEARING OF 4" EACH END). SAW CUT BOTTOMS OF LINTEL MANUFACTURERS NOTCHES WHEN NEEDED TO EXTEND REBAR THROUGH LINTEL ® EACH SIDE OF OPENING. 5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARING ON MASONRY AT EACH END, UNLESS DETAILED ON THESE PLANS. 6. REINFORCED PRECAST "U" LINTELS SHALL BE MANUFACTURED WITH 5 1/2" LONG NOTCHES AT EACH 'END TO ACCOMMODATE PLACEMENT OF VERTICAL REINFORCING AND GROUT FILLING CELLS BELOW. 7. SEE TYPICAL LINTEL SECTION FOR CAST-CRETE DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL. STEEL PLACED IN BOTTOM OF PRECAST LINTEL SHALL BE SET ON WIRE CHAIR TO PROVIDE 3/4" CLEARANCE OFF BOTTOM. #5 REBAR CONTINUOUS ALONG TOP OF WALL 1-1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED 8" BOND BEAM BLOCK (-. QUANTITY OF #5 REBAR AT = BOTTOM OF LINTEL CAVITY a; (RINKERfCEMIX #T81 OR EQ.) a' GROUT SOLID -90 (3 F 1 6-1 B/ 1 T . PSI) A Z • EBAR AT BOTTOM #5 RREB 1-QUANTITY OF #5 3 4°° CLEATED " REBAR AT TOP `NOMINAL • HEIGHT NOMINAL WIDTH _B/B• ACT 8" PRECAST LENTIL B" NOMINAL WIDTH TYPE DESIGNATION 8F16-1 B s ,z w xo La REVIEW -DEEP SHAMPOO CODE COIY 1 CUBBY. COORD. ST. LUCIE SIZE & LOCATICM WITH OWNER BO -CORNER SEAT 0 i i\ J"HB Fill' u a ■-701 9'-4"H x 8" CMU MASONRY WALL 12'-8"H x 8" CMU MASONRY WALL R-11 INSULATION INTERIOR 2x6 STUD BEARING PARTITION WALL INTERIOR 2x4 STUD NON -BEARING PARTITION WALL L_1 PRE -CAST CONCRETE LINTEL DESIGNATION (SEE SHEET -Al) VTR SOIL PIPE VENT THROUGH ROOF " WINDOW MARK(ALL IMPACT) WINDOW AND DOOR NOTE: "" IT IS THE RESPONSIBILITY OF THE WINDOW AND DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR TO ANY WORK THE WINDOW SUPPLIER IS RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70' OF NON -ABSORBENT MATERIALS AS PER FBC 2DI7 REQ. ALL GLASS ALONG A TUB OR SHOWER, WITH A SILL LESS THAN 50" SHALL BE TEMPERED AS PER FBC 2DI7 REQ. B3 x63 GLIDER (63"W x 63"H OPENING) NOMINAL AREATABULATION (SEE MANUFACTURER'S SPECS FOR DETAILS) LIVING: 2,455 SQ. FT 2880 INTERIOR DOOR MARK DAMAGE: 451 SQ. FT. (2 B W x 8'-o'H OPENING) - COVERED PATIO: 551 SQ. FT 6°x *„ GLAZED DBL DR EXTERIOR DOOR MARK' (ALL IMPACT) ENTRY PORCH: 166 SQ. FT. (6'-O" W x 8'-0"H OPENING) NOMINAL (SEE MANUFACTURER'S SPECS FOR DETAILS) TOTAL: 3, 623 SQ. FT. we DRAFTING SERVICES PHONE: (7R) 237-7942 W W W.TRHASURECOASIDRAPNiO.COM N > z o o A 0 Q A U � a o0 � z�d o o rA A A 4 0 zd w 0 U If~^I QNE V� 0zua m +� �oAa� W��aq O �O0 I W 0 Is V Zo N m m o+ �w m^ J In La 9 LU :0 NDJJ . Ln Q inPu N Ln in J ry �rl n Z w 1- V U1 N 0 in Lu n II PN"J. IW A ENS' * 66 0 �O, STATE O �;plplu / Date: SCALE: 1/4" = F-0" JOB No: 520-1071 40,10µ FRONT ELEVATION SCALE: 1/4" ELEVATION -_- ............... SCALE: 1/4" =1'-0" WIND PRESSURES AS PER ASCE 7-10 EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP: C MARK AREA I E Q ZONE 4 ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF) 1 10.0 +33.5 -36.3 +33.5 -44.8 2 15.0 +32.7 +32.7 -430 3 20.0 +31.9 -33.9 +31.9 -41.1 4 25.0 +31.6 -33.8 +31.6 -40.6 5 30.0 1 +31.3 733.6 +31.3 -400 6 35.0 +31.0 -33.4 +31.0 -39.3 7 40.0 +30.6 -33.1 +30.6 -38.7 8 45.0 +30.2 -32.9 +30.2 -38.1 9 50.0 +29.9 -32.7 ' +29.9 -375 10 110 +28.4 -30.0 +28.4 -339 * MEASURED AS 4'-0" FROM BUILDING CORNER REVIEWED r-ON CODE COMPLIANCE COUNTY CALCULATE ATTIC VENTILATION REQUIRED VENT. = 3,623 FT2 (144 IN2/FT")/150 3,478 IN SOFFITVENT. = 260 FT/4 FT. O.C. = 65 VENTS (65 VENTS)(6"X18"X0,5) = 3,510 IN2 RIDGE VENT. = 25 FT (12 IN/FT)(1.5 IN) = 450 IN TOTAL = 3,960 IN LUCIE BOCC' ij�- DP-Allr]WG SERVICES mwxrwx+ae.r... PHONE: CM) 237-7942 W W W.7REMURECOASTDRAPPING.COM O O q a q � z 0 z �A q 0 z z0 0 u r,l rn A ANC � 00 W W a/pdw �1 rTl� ^v1F9A ®WU Wlox N 1.4 ° w U '"� 0 a j rrl � 0 Z Nr V m v vti t{yy J . W J O LL O N W LA 0 N.0N r IAN" LL lee7J N ad o in CL z W �- V m 0O !n Ln a UJ CEN do =vt � STATE OF i �� /'ONAL r_ Date:/� SCALE: 1/4" =1 '0" JOB No: 520-1071 A21 W7X �,ri%�wi�'NI Di. 41Qdk. k.'=i�iwtlafinifiwF ,"�""h„t�=-k=3'?:b^:-.'Egk�.',Fik X, �'iNd'i3,wri�. 9EkiF 4 r lu'. ^q:.:.•u UP—&=NC3 SERVICES I 'owx1w 1. 12' d 12 6 10° RIDGE VENT 9`-4" BRG. T ® _ o YP..P. TEXTURE CEMENT CD 5.... O�i STUCCO_C�ATING OVER o 0 8 CMU BOCK WALL 1 (TYPICAL)Li i\ ¢ D BRG. ILIOIL IIIJII� 9 -4 BRG. h� i LI I I 4"0.H TYP. .. , • .. 0, LEFT ELEVATION SCALE: 1/4" =1'-0" 5' RIDGE VENT IIIf II �I II �I I��I II �� I�IL� III_I_ I1I IL I II IL I I�� IJ II II I it II_1 11 II_I II �I II �I I�LI`I I� 12 f 1 11 1 111 11 IJ 1 u 11 IJ LL J �`' 6 I;II I'I I II 1`1 11 II 11 1 1 II 11 11 I II II I I 11 1I I I II 11 1 II III II II I 1 II 11 11 II I -11 JI J II it TEXTURED CEMENT S UCCO COATING OVER w 9 CMU BLOCK WALL 0 (TYPICAL) d a W S 11 N _-_ _ _ -- — ._ — — _.__ — _ .-_. ___ .._ __ ._._ — .__ —. __ —. — — _ — — A q U z 0 z 0 Q 5 6 G z W 0 U H N �Wam� AUz 0 W0� W"w0N a W � r�� o REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC l.J z z 'J V_ JGo 67 v V7 .w. M n J Lon W o LL Q Frq w�a"'o (n�Ury A 0 n 1~, j[ W � U) 0 1 a' uj Ln a N h F� • �jQ- NS � .: .� RIGHT ELEVATION - — SCALE: 1/4" _ 1'-0" — �tr STATE 0, Y1ilk SCALE: 1/4" JOB No: 52041671 A3 12 :--16 (TYP) R-30 FIBERGLASS BATT INSULATION W/ KRAFT F Y2" THICK CEILING RATED GYPSUM--'' WALLBOARD SHEATHING (OTHERWISE NON -RATED %" THICK GYPSUM WALL BOARD IS REQUIRED) N' GYPSUM WALLBOARD SHEATHING OVER 1"x2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C. (MAX.) AND R4.1 (MIN.) FI-FOIL INSULATION WITH REFLECTIVE VAPOR BARRIER I U nci z zi 4" THICK (MIN.) POURED CONC. (2500 PSI MIN.) FLOOR SLAB WITH 6x6-W1.4xW1.4 (MIN.) W.W.M. (OR FIBER MESH) OVER 6 MIL POLYTHENE VAPOR BARRIER & COMPACTED TERMITE TREATED CLEAN SOIL FILL (SEE SHEET-P2 FOR FOUNDATION NOTES) 0 (TYP.). C ASPHALT SHINGLES ROOFING OVER 30# ROOFING FELT (SEE ROOF ASSEMBLY NOTES SHEET-R1) I SEE TYPICAL EXTERIOR WALL AND CONNECTOR SSCH. PER TRUSS FOOTING SECTION FOR ADDITIONAL 12 19/32 INFORMATION SEE C-D STRUCTURAL PLYWOOD ELEV. DOUBLE COURSE CONTINUOUS OVER PRE-ENGINEERED WOOD TRUSSES 0 24 O.C. CONCRETE BEAM BLOCK (SEE ROOF FRAMING PLAN SHEET-R1 FOR ROOF PRE-ENGINEERED WOOD TRUSSES w/(1)-#5 BAR IN (3000 PSI) SHEATHING NAILING SCHEDULE) 024" O.C. (MAX. SPACING) CONC. FILLED EACH CELL #5 REBAR w/90 DEGREE GALV. METAL TRUSS ANCHOR STRAP HOOK (SEE SHEET-R1 FOR TRUSS CONNECTOR SCHEDULE} ° m ROOF CRICKET BY BUILDER -0 TYP. 2Y2" ALUMINUM DRIP EDGE OVER 1x3 P.T. NALER ° TRUSS TAIL F O H. BEARING HEIGH PRE -CAST CONC. LINTEL CENTERED 16" LONG 2x8 P.T. I EL. VARIES SEE LINTEL SCHEDULE (SYP) BLOCKING FOR TORSION SIZE ,& REINFORCEMENT SPRING (AS REQUIRED) BEARING HEIGHT a _7--- -'x8 FASCIA BOARD N SOFFIT PER DETAIL 5/SHEET-S1 DOUBLE COURSE 8" CMU KNOCKOUT/BOND BEAM BLOCK GROUTED SOLID WITH (1) # 5 REBAR CONTINUOUS --- 8" CMU WALL CONSTRUCTION WITH TYPE "M" i-- --` MORTAR MIN. CEMENT STUCCO COATING #5 VERT. REBAR AND #5 DOWEL BARS WITH STD. 10" LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS INDICATED ON PLAN 30" MIN. :LAP SPLICE (TYPICAL) `O /-34"x 8" WIDE BLOCK RECESS N A H II L•' I FINISHED FLOOR SLAB FINAL GRADE 12" MIN. EMBEDMENT M2O' BELOW EXISTING GRADE (2) #5 CONTINUOUS REBAR r SCALE: 1/2" =1'-0" ROOFING NOTES 1. SEE COMPONENT AND CLADDINGPRODUCT APPROVAL SCHEDULE FOR ASPHALT ROOFING SHINGLE REQUIREMENTS WHICH HAVE BEEN SELECTED TO COMPLY WITH 2O17 FBC-RESIDENTIAL, CHAPTER 9, SECTION R905.2, AND CLASSIFIED TO MEET Vult=160 MPH WIND RESISTANT RATING PER TABLE R905.2.6.1 2. INSTALLATION OF ASPHALT SHINGLES SHALL BE NAILED PER SHINGLE MANUFACTURER SPECIFICATION BUT NO LESS THAN (6) 12 GAUGE x 1r CORROSION -RESISTANT ANNULAR RING SHANK ROOFING NAIL PER TAB, OVER ICE AND WATER SHIELD PEEL AND STICK. 3. INSTALLATION OF METAL ACCESSORIES, AND PLACEMENT OF SHINGLES AT INTERSECTIONS, EAVES, VALLEYS, AND GABLES SHALL CONFORM TO 2017 FBC ROOF APPLICATION STANDARD RAS No. 115. 4. UNLESS OTHERWISE SHOWN, EXTERIOR CEILINGS OF FRONT PORCH AND REAR PATIO AND SOFFITS SHALL CONSIST OF %" CEMENT STUCCO OVER WIRELATH WITH 11GA.x2" LONG NAILS WITH W HEAD. AT 6" O.C. OVER %" METAL RIB LATH AT 6" O.C. PROVIDE (2) LAYERS OF 15# FELT OVER EACH FRAMING MEMBER. PROVIDE 6"X22" SCREENED SOFFIT VENTS AT 48" O.C. ONLY AT GARAGE, ENTRY, AND PATIO IF LIVING AREA IS SPRAY FOAM INSULATION. 1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON -BEARING PARTIOTION WALL FRAMING SHALL CONSIST OF COLD -FORMED STEEL MATERIALS AS FOLLOWS:, A) 3Y2" METAL STUD: 3 1/2" (25 GA.) COLD -FORMED STEEL STRUCTURAL C-SECTION PRODUCT DESIGNATION: 350S162-43; 33 KSI, G60 (OR BETTER) B) 3Y2" METAL TRACK: 3 1/2" (25 GA.) COLD -FORMED STEEL STRUCTURAL T-SECTION PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER) 2. BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB NTH POWDER - ACTUATED 0.22 CALIBER (MIN.) SHOT PINS, 1' LONG x 0.300 HEAD DIA. x 0.145 SHANK DIA, WITH X" DIA. STEEL WASHER. PLACE 1 SHOT PIN AT 16" O.C. STAGGERED FROM SIDE -TO -SIDE OF TRACK, OR EQUAL. 3. ALL METAL STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WITH (2) MIN. #8-18 x )'4' S.M.S. (0.164" DIA. SHANK x 5/16" HEAD), OR BETTER. 4. METAL STUD TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WITH (2) #12-16 x 1)4" HEX WASHER HEAD WOOD SCREWS (SR BETTER). Vr� IF If II II III II II Il1 Ilvll I a F N' DIA. WEDGE ANCHOR 3-Yz°' EMBEDMENT w/2" 2x6x16'-0" P.T. (SYP) ATTACHED SQUARE WASHER w/ Y4O x 3" TAPCONS 016" O.C. w/ 1" DIA. MIN. WASHERS 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ %"x3-X" (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WASHER (SEE BUCK DETAIL) o W GARAGE FLOOR SLAB _ Ji p. w Q I II di lII III II 1 -0 i 000e I*I �- II II I I N II' —4 c. mill II II ¢ b0 II I IIII �c -� SHOP DRAWINGS APPROVED PRE -FABRICATED WOOD TRUSSES 024" O.C. INSULATION PER ENERGY CODE SEE EXTERIOR ELEVATIONS i STUCCO OVER WIRELATH W/ 11GA, 2" NAILS W/ 3/8"0 a HEAD 0 6" O.C. OVER 3/8" PRE-ENGINEERED WOOD METAL RIB LATH 0 6" O.C. W/ (2 LAYERSOF 15# FELT TRUSSES 0 24" O.C. (MAX. OVER EACH FRAMING MEMBER) ip SPACING) °A I "SIMPSON" HANGER PER 8" PRE -CAST UNTEL w/(1)-#5 BAR TRUSS CONNECTOR SCHEDULE IN (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCH. FOR MORE INFORMATION) °. ° 8'X16" CMU COLUMN IN WALL 16"SQ. CONCRETE BLOCK COLUM i :° WITH (2)-#5-BARS VERT. IN WITH (2)-#5 BARS VERT. 1N (3000 1(3000 PSI) CONCRETE FILLED PSI) CONCRETE FILLED CELLS CELLS STUCCO FINISH n< DECO STUCCO a " #5 REBAR w/30 MIN. LAP 20'X20" CMU COLUMN WITH (4)-#5 SPLICE BARS VERT. IN (3000 PSI) CONCRETE ALL CELLS FILLED i ° i GARAGf r` #5 REBAR W/ 90 DEGREE 4 ° FLOOR SLAB HOOK "'. _ j� A —FOUNDATION SEE PLAN FOR / /AAi SIZES AND SPECIFICATIONS VVA�A�VAiAAiVA%�V�%�,���%��� )AL POST 3 TYPICAL COLUMN SECk Irk IF7 ,xY SCALE: 1/2" =11" 51 SCALE: N.T.S. RAT RUN 1x4 (MIN.) LAID FLAT 08'-0" O.C. )t;" GAP (U.O.N.)--\ SIMPSON STRONG -TIE ROOF %" GYPSUM WALLBOARD TRUSS CLIP TYPE STC (1 CLIP SHEATING 0 2x4S, 2 CLIPS 0 2x6S, 3 CUPS 0 2X8S) (NOTE: EQUAL ANCHORS MAY BE SUBSTITUTED) 2x4 CONT. TOP PLATE OR LIGHT GAUGE METAL T-TRACK FIRE BLOCKING WOOD STUDS LIGHT GAUGE METAL C-STUD (SEE NOTE #1) 2x4S 0 16" O.C. FOR H=1D' TO 14' 3 1/2" 0-24" O.C. FOR H=13`.TO 10' 2x4S 0 24" O.C. FOR 'H=8' TO 10' 3 1 /2" 0 16" O,C. FOR H=10' TO 14' 2x6S 0 24' O.C. FOR TO 14' ATTACH P.T. WOOD STUD WOOD STUD TO PLATE TO CMU WALL WITH 2-16d NAILS 0 2x4S Y4 X 3" TAPCON AT 3-16d NAILS 0 2x6S 24" O.C. VERT. USE .145" DIA P.A.F. )t�°° GYPSUM WALLBOARD SHEATING 016" O.C. TO CONCRETE P.T. 2X SOLE PLATE OR LIGHT GAUGE WOOD BASE BOARD MOLDINGS METAL TRACK STUD (SEE NOTE #2) CONCRETE FLOOR SLAB PER PLAN 10 NOTES: 1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED. EQUAL) BETWEEN ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0 IN HEIGHT. BLOCKING TO BE PLACED IN`A CONTINUOUS ROW AT 8'-0" (+/-) ABOVE FINISHED FLOOR SLAB. 2. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT 'GAUGE METAL STUD SHALL BE CONSTRUCTED OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL 3. ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH )J 'x3" TAPCONS AT 24" O.C. VERT. TYPICAL II 1 ;Non -BEADING WALL) z SCALE: 12" =1'-G" 1 STRAP FOR UPLIFT 1175# 2 STRAPS FOR UPLIFT UP /T 2x4 SUPPORT (VERT.) 0 8'-0" S.C. MAX. 2x4 CONTINUOUS 0 ALL LEVEL RETURNS OR AREAS OPEN TO ATTIC SPACE 2x8 PRIMED & PAINTED R/S STRUCE 6d x 2" LONG GALVANI,7�@VIEWED F' BOX NAILS 0 4" O.C. nn��-- COMPL( CODE METAL LATH AND S��,InE CO'` PROVIDE 6 X18 SC VEQI�T 48" O.0 OR 4" CONTINUOUS ALL SOFFITS SIMPSON' HTSM16 COMMON PRE-ENGINEERED ROOF TRUSS (ONLY) (MISALIGNMENT OF GIRDER TRUSS CONNECTOR TO BE APPROVED BY ENGINEER) (4) Y4' x 2-Y4' TITEN MASONRY SCREWS SPACED EVENLY 0 LEAST 1-N' FROM TOP, AND INTO TOP CORD. (8) 10d X 3" NAILS SCALE: N.T.S. DRAFTING SERVICES ao.wxwm+s cu MONH: 072) 237-7942 W µ' W.TBEAMMWAMMRAFMG COM y � a A �G A 0 z� 0 G 5 G z VI H W z W � W W F A 0 rn �mF H o g C� wulac cj °w0 r� v 1 � z r� w 0 a u lJ ®z o 00 V J W V °0 a - w m N J N NLo �w�no FwUGo O K Na J N Y z° n V Lu �V t.: N d LLI �4 E sF O r% 608 STATE OF ar O SCALE: AS NOTED JOB No: 520-1071 ems. STUCCO OVER WIRELATH WITH 11GA. 2"- NAILS w/-%" 0 HEAD @6" O.C. OVER " METAL RIB LATH " O.C. w/(2 LAYERSOFT 15# FELT OVER EACH FRAMING MEMBER). 8" PRECAST LINTEL w/(1) #5 BAR IN — (3000 PSI) CONC. FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCHEDULE FOR MORE INFORMATION) (2500 PSI) CONC. FOUNDATION (SEE SHEET—P1 FOR SIZES AND SPECIFICATIONS) SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION '.: ♦. •♦ i 8%8" CONTINUOUS GONG. BEAM BLOCK w/(1) #5 BAR IN (3000 PSI) CONC. FILLED CELL \--8"x16"x16" CONCRETE BLOCK COLUMN w/(3) #5 BARS VERT. IN (3000 PSI) CONC. FILLED CELL STUCCO FINISH " THICK #5 REBAR w/30" MIN. LAP SPLICE SIMPSON TIE —STRAP TYPE SPH6 w/(12) 10d x 1—Y2" NAILS ON TOP & BOTTOM OF ALL STUDS AND ® HEADER \\ SIMPSON MSTA18 w/(14) 10d NAILS ACROSS HEADER @ ALL DOOR OPEN'G T 8" CMU WALL (ALL ---\ CELLS MUST BE GROUTED SOLID AT PLATE CONNECTION) 0 I .Zrr LAIC.RIUR ELEVATIONS FACE NAIL FULL STUD TO JACK w/10d GUN NAILS 012" O.C. STAGGERED 2x6 FRAMING SPF #2 016" O.C. (SEE PLANS FOR LOCATION) P.T. (2x6 FRAMING) CONT. SOLE PLATE EL. + 0'-0'° (3) 2X12 Y+ x 3-Y4 TAPCON SCREWS SET M24'° D.C. MAXIMUM P.T. (2 FRAMI N i N 1 N '2cv ) o I 7 (2) 2X6 FULL STUD JACK STUD SIMPSON SPH6 (TYP. AT ALL STUDS) 6" MAX — —` — -- — " TOP SLAB, FTG '7 SET Y2" 0 x 10"(vMIN.) J—BOLT (7" EMBED.) @24" O.C. OR rz"O x 8" LONG REDHEAD — — — ' TRUBOLT" WEDGE ANCHORS (6" EMBED.) @16" O.C. w/2"O WASHERS — FOR ALL BEARING WALLS — — \ > 74" MAX. 6" Tv (AND ANY WALL RESISTING UHLIF1) BEARING WALL FOOTING (OR THICKEND SLAB) SEE FOUNDATION PLAN FOR DETAILS SHEET—P1 MAX. TYPICAL COLUMN SECTION a COVERED PATIO TYPICAL INTERIOR WOOD FRAME BEARING WALL STUCCO CEMENT FINISH. FILLED CELL AT JAMB BLOCK (TYP) STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYP) (SEE WATERPROOFING NOTES) CMU WATER RESISTANT COATING i ° CMU WATER RESISTANT COATING a °> a a a (SEE WATERPROOFING NOTES) o CORROSION RESISTANT FLASHING ° PER WATERPROOFING NOTES ® `° 1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS oe ° 1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS °- WOOD TRIM APPLY PERIMETER SEALANT CAULK D SEE WATER PROOFING NOTES BETWEEN BUCK & WINDOW FRAME P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING (SEE WATERPROOFING NOTES) APPLY PERIMETER SEALANT CAULK NOTES AND ANCHORED TO MASONRY PER BUCK P.T. WOOD BUCK WITH SEALANT PER BETWEEN BUCK & WINDOW FRAME ATTACHMENT NOTE. WATERPROOFING NOTES AND ANCHORED TO (SEE WATERPROOFING NOTES} MASONRY PER BUCK ATTACHMENT NOTE. SEE WATERPROOFING NOTES OTE: CORROSION RESISTANT FLASHING ANCHOR WINDOW FRAME TO MASONRY IN STRICT PER WATERPROOFING NOTES WINDOW FRAME SHOULD BE COMPLETLY SEATED ACCORDANCE WITH MANUFACTURE'S PRODUCT ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS IN ON THE BUCK. IN NO INSTANCE SHALL THE APPROVAL INSTALLATION REQUIREMENTS. STRICT ACCORDANCE WITH MANUFACTURES PRODUCT APPROVAL INSTALLATION REQUIREMENTS. FRAME OVERHANG THE BUCK { E D R A P. U A{ 5 I L O UC T IL S2 SCALE: N.T.S. SCALE: N.T,S. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTES MARBLE SILL --ti r Rim )2" DRYWALL CORROSION RESISTANT FLASHING PER WATERPROOFING NOTES CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTES) CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTES) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. N4" FURRING TO MASONRY WALL PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURERD BY CAST—CRETE (OR EQUAL) (2) #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING AS SHOWN 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ %"x3—X" (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WASHER SPACED 016" O.C. MAX. STEEL TRACK BRACKETS TO BE FASTENED TO WOOD 2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER'S SPECIFICATIONS (OR AS NOTED BELOW) OHGD TRACK BRACKETS TO P T BUCK 7' HIGH DOOR: (7) %6" x 1—%" LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. n OHGD BUJCK®ET I SCALE: N.T.S. STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTES) CORROSION RESISTANT ASAIAG— WATERPROOFING NOTEST APPLY PERIMETER SEALANT 4. CAULK WATERPROOFINGBETWEEN BUCK & WINDOW FRAME 10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS WOOD TRIM P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTES AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. SEE WATERPROOFING NOTES ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SCALE: N.T.S. WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED). 5, PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. N OTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED BUCKS: R • FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6„ OR DOUBLE 1X8 fig®[ ACCEPTABLE. ST. • ALL BUCKS MUST BE PRESSURE TREATED. • ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB. BUCK ATTACHMENT: • FOR 1 X BUCKS ATTACH TO CMU WALL WITH: 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR 2 X BUCKS ATTACH TO CMU WALL WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C., OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR DOUBLE 1 X BUCKS ATTACH FIRST FOURS TO CMU WALL WITH: 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. ATTACH SECOND LOURS TO CMU WALL THRU FIRST COURSE WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12°' O.C. OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. CC- DRAFPING SA vlcC S PHM: (772) 237-7942 WWW TREASVRRCOABTDRAPPING.COM o Z, Q pUp�� w A A U J z6 �Q F-I I z lJ Z o a W V� J m � N w m J W ^j J O L L in r NFUN 'Q v• W��( ~ 7 J ^ W ul Z d � P- l7 w Ln O In W Ln a N / Q n { Date: SCALE: AS NOTED JOB No: 520-1071 S2 2 COURSES OF 8" BOND BEAM BLOCK (CEMEX/RINKER # TB1 OR EQ.) ALONG TOP OF #5 VERTICAL BARS WALL REINFORCING ALL WALLS ABOVE WALL OPENINGS SHALL BE PROVIDED WITH A STD. ACI HOOK TIED7 REINFORCED WITH (1) #5 BARS CONTINUOUS IN TO LINTEL REINFORCING STEEL (TYPICAL) A EACH BLOCK � 9'-4" TYPICAL WALL HEIGHT °: 4.. ° • ° ° • LINTEL TYPE e..' 8'-0" WINDOW HEADER HEIGHT r1-- 8F16-1B/1T A • • U 0 SECTION A —A_ PRECAST CONCRETE UNTELJ (SEE SCHEDULE FOR DESIGNATION AND REBAR REQUIREMENTS) REBAR PLACED IN LINTEL MUST BE CONTINUOUS -NO SPLICING ALLOWED SET PRECAST CONCRETE WINDOW SILL (SEE DETAIL 6, SHEET-S2) OR POUR IN PLACE CONC. SILL W/ (2) #4 BARS EXTENDED 6" (MIN.) INTO EACH SIDE JAMB BLOCK BEFORE GROUTING WALL CAVITIES (OR DRILL AND SET WITH 5' EPDXY EMBEDMENT) 8" CMU BLOCK WALL- REINFORCED AS NOTED ON THE PLANS AND INDICATED IN DETAILS (ALL VERTICAL BARS SHALL BE HOOKED INTO TOP BOND BEAM BLOCK) (1) #5 VERTICAL BARS -TYPICAL AT ALL WALL OPENINGS LESS THAN 8'-0" WIDE ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE (1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED SOLID (SEE PLANS FOR LOCATIONS) 1 1 TYPICAL REINFORCEMENT PLACEMENT AT WINDOW OPENINGS S3 SCALE: N.T.S. T©T 2 COURSES OF 8" BOND BEAM BLOC" (CEMEX/RINKER TYPE T81 OR EQ.) H (2)#5 BAR CONTINUOUS EACH COUR ALONG TOP OF WALL, FILLED SOLID ' GROUT HORIZONTAL BOND BEAM BARS WITH STD. 90' ACI HOOK (10" MINIMUM) (TYPICAL) ELEVATION VIEW 8" PRECAST CONC. LINTEL WITH (1) #5 BARS GROUTED SOLID WITH BOND BEAM BLOCK ABOVE PLACE #5 CORNER DOWELS (30"x3C INSIDE AND OUTSIDE OF VERTICAL A COLUMN BAR EXTENSION AS SHOWN PLAN VIEW LINTEL DETAIL a ,� .. .... .., UTD. 90' HOOK AT TOP GROUTED SOLID FIELD CUT LINTELS TO MITER END AND CUT BOTTOM TO ALLOW EXTENSION OF 3 COLUMN VERTICAL BARS THROUGH LINTEL (1) #5 REBAR CONT. ALONG TOP OF BEAM w m Q J •m Z a B 8 �z #5 REBAR AT BOT — GROUT SOLID (3000 psi) — 8" BOND BEAM BLOCK (CEMEX/RINKER # T81 OR EQUAL) — #2 STIRRUP (ACI TYPE 51) ® e" O.C. CLEAR LINTEL CAVITY — 8" PRECAST LINTEL LINTEL TYPE 8F16-1B/1T MODIFIED AS SHOWN SECTION B—B SCALE: N.T.S. PRE-ENGINEERED 2-PLY WOOD GIRDER TRUSS (3)7/8" DIA. DRILL HOLES FOR 3/4" DIA. THRU-BOLTS WITH NUTS AND WASHERS PRE-ENGINEERED 2-PLY WOOD GIRDER TRUSS �" SIDE PLATES PRE-ENGINEERED 2-PLY WOOD GIRDER TRUSS J" CAP PLATE 4" THICK SLAB (2500 psi min.) REINFORCED w/ 6x6 - W1.4xW1.4 WOVEN WIRE MESH (OR FIBERMESH) ON 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED PREPARED SUBGRADE(SEE CONSTRUCTION ELEVATION PRE-ENGINEERED 2-PLY WOOD GIRDER TRUSS HSS4X4)4STEEL COLUMN 2X6 STUD LOAD BEARING WALL STEEL COLUMN DETAIL 1"=1' SCALE PRE-ENGINEERED 2-PLY WOOD GIRDER TRUSS T.O. WALL HSS4X4X4STEEL COLUMN s" HOLE (TYP.) Z" BASE PLATE VIEW A -A (4) #5 EACH WAY P. OF 2 4" SIDE PLATES Z" CAP PLATE T.O. SLAB +0'-O" 2" GAP (TYP.) REVIEWED FO B2 CODE COMPLIANO lo-R ST. LUCIE COUNTN' BOCC HSS4X4X4 STEEL COLUMN SIDE CAST -IN -PLACE 5/8" X 10" "1" BOLT OR INSTALL 3/4"0 X 8 1/2" LONG CONCRETE WEDGE ANCHORS WITH MATCHING NUT AND WASHER. (6 1/2" EMBEDMENT MIN.) FILE C i:j� - - DRAIN@ SERVICES PaON : (72) 237-7942 WWW.7VYASUP 300ASlDRAFrMCOAT 0 3 z � "s o h � GI C A A z 0 z i••I H w A Q 6 z H H vI 0 �z W WQ a <�F a0<� x�wx 0 M��•.'jI F� A A ,�WI U 0 tv °w � 0 v! > v, F 0 0 U lJ Z o > d V J O V m a w rry J n W In j O LL O N LA :0pw EL L Z w H u U4 0 In a N W C1 �,J.1hiq'e111/i; NN N .6 0 0 STAT OF Date: SCALE: AS NOTED JOB No: 520-1071 S3 PANEL 151 R / / / O 4 " / N, / / / OR X_ Y I / _ / 9 AFF MIN. ® I fgp ■ —e/ DISLLL IL I 1 II II \\ II 1 II DIS . ( /�— \ \ \ L----- //FD\ e 1 \ \ \ / I■ ^ OOR LIGHT (m nON SENSOR) KNOION SENSOR) of I TO RTIL SN1TT I I (FlELI3 LOCATE) I I (2 #3/0 RHHN--� / GFl ■ ----------On ------------ •■ SSYdEETHvViI(1) CE ABGROUND / • — — — — — — — — — — — — — — — — — — — — — I /200 / Y� ■ MANABREAKER L / 40 CIRCUIT 2 POLE, 1 PHASE ■ GFIQ ■ // ELECTRIC LOAD LC' PER NEC 2,455 sq. 'ft. x 3VA (GENERAL LIGHTING) 7,365 VA GARBAGE DISPOSAL 900 REFRIGERATOR 1,200 MICROWAVE 1,500 DISHWASHER 1,800 RANGE/OVEN 12,000 DRYER 5,000 WASHER 1,200 WATER HEATER 5,000 OPT, POOL PUMP 1,500 OPT. POOL HEATER 6,000 OPT. WELL PUMP 2,000 OPT. IRRIGATION PUMP 2,000 MISC. 10,000 TOTAL 57,465 VA FIRST 10 KW @100% 10,000 REMAINDER 040% 18,986 TOTAL 28,986 A/C HEAT ® 100% 10,000 TOTAL 38,986 VA TOTAL/240V 162.4 AMP. USE 200 AMP SERVICE PANEL ELECTRICAL MOTES: SMOKE DETECTORS TO BE 110V w/ BATTERY BACK UP —ARC FAULT CIRCUIT. SMOKE DETECTORS TO BE LOCATED AS SHOWN. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE. PROVIDE ARC —FAULT PROTECTION FOR ALL BRANCH CIRCUIT OUTLETS, PER N.E.C. 210.12 EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. PROVIDE PHONE AND TV OUTLETS, VERIFY LOCATIONS. MICROWAVE OUTLET TO HAVE DEDICATED CIRCUIT. ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETS WHERE NOTED TO HAVE GROUND FAULT INTERRUPT. PROVIDE LEGIBLE DIRECTORY AT PANEL INDICATING INDIVIDUAL CIRCUITS. ALL WORK SHALL COMPLY WITH ALL LOCAL STATE AND NATIONAL CODES. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' FROM ALL BEDROOMS. PROVIDE TAMPER RESISTANT RECEPTACLES PER N.E.C. 406.11. RUN CONDUIT WITH PULL STRING FOR FUTURE POOL EQUIPMENT. CONTACT WINDOW MANUFACTURER ABOUT REQUIREMENTS TO MEET THE SHGC & U FACTOR. THE SHGC AND U FACTOR TO BE COORDINATED WITH ENERGY CALCULATIONS PROVIDED TO MEET ENERGY CODES REQUIRED. (1) 1/0 CU (2) #3/0 RF SERVICE CAE 2" RGS OR WITH (1) #4 IMC CONDUIT W/2 #3 0 THHN +(1) 1 0 CU 200 AMP PANEL—'\\k CU OR EQUAL MAIN BREAKER METER 40 CIRCUIT �— 3 W RE' 1 PHASE m CU WIRE BOND — TO COLD WATER PIPE ELECTRICAL SYMBOL LEGEND SWITCH DIRECT WIRE ® LIGHT FIXTURE �1 3—WAY SWITCH $� THERMOSTAT OT CEILING MOUNTED 4—WAY SWITCH $ ♦ PHONE P LIGHT FIXTURE rp\ w/PULL SWITCH DIMMER SWITCH $p TV JACK �4� (p SMOKE sD RECESSED LIGHT 120V OUTLET DETECTOR HALF —HOT OUTLET CARBON MONOXIDE pp RECESSED LIGHT VAPOR PROOF �P DETECTOR I" 220V OUTLET V EXHAUST FAN sAM FLOOD LIGHT rZ GFI OUTLET 9 PUSH BUTTON O WP GFI OUTLET OR DOOR CHIMES CEILING FAN with ORALARM PAD o LIGHT QUAD OUTLET PANEL A/C DISCONNECT METER E�J GARAGE DOOR — =FGD-0 FLUORESCENT �� CEILING OPENER — LIGHT FAN JUNCTION BOX 0 SPEAKER GARBAGE DISP. 19 LIGHT FIXTURE WALL MOUNTED EXHAUST VENT THRU' SOFFIT VENT TNRU ROOF ;000- PIPE- EXHAUSTFAN EXHAUST VENT THRU' ROOF WEATHER HEAD 2" RGS OR 2" RGS SERVICE IMC CONDUIT DETERMINED BY POWER COMPANY Wt0 1} 1# CU HN +(1}(wA21/0310 CU CU) CU OR EQUAL F__7 —METER #4 SOLID COPPER GROUND TO 5/8"x2O'—O" REBAR EMBEDDED IN FOUNDATION (OR NEC EQUAL) UNDERGROUND ELECTRICAL RISER ABOVE GROUND ELECTRICAL RISER 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE 120/240 V, 1 PHASE, 3 WIRE SERVICE NO SCALE ij�_ DRAFTING SERVICES MOM: (772)237-7942 W µ' W,TREMUAHCOASTDRAPl'INO.COM o � " s 3 in Q A � Q ti A z a A 0 z� � a G z W 0 H U F I O Q� w �mw 040dw> � O04 W ,H W ly, ] Wuw0N U °wo 0 W w in q Z o V J m V CO a w In CrIq LL Ln O W J O N W I/3 O U 7N NLL CJN cd o U) EL ul Z w F" V u') K a � Ln N W n J. &J'q 1 iii N.668 STATE F 0'0 .�'CSds�1.g P • �i�Cj r Date: SCALE: 1/4" = P-O" JOB No: 520-1071 E1 a Q z us j Q Ll ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1) NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE Q NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE ® NAILS AT 4" D.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32' THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH Bd RING —SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONSAS SHOWN ABOVE. A=5' L< 9'-4" BEARING 1 • ' BEARING 9'4" FLAT CEILING 1'W-8" FLAT CEILING 12'-8"FLAT CEILING ALL TRUSS TO LEDGER CONNECTIONS BY BUILDER USP or EQUIV. HANGERS THD26-2 (2) LSSH210 (1) HUS26 (18) SUH24 by Bidr (9) TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES BOOG, B07G, C01G A <8650 (1)-MGT 5985# (1)-5/B" THRD. ROD EPDXIED 7' MIN. & (22)-10d AT CBS BEARING COO Db5G 7' H <4000 (1)-HU26 760# r: (6)-1/4"zl 3/4" TITEN 2 & (4)-10d z 1-1/2" TO LEDGER ALL OTHERS AT CBS EACH <1730# (1)-HETA12 '1750# (7)-l6d AT CBS HEARING ALL OTHERS AT FRANz HEAFMG LESS 1000/ EACH <10 (1)-M'1'S 18 1000# (14)-lOd z 1 1/2°" AT FRAME BEARING NOTE: ALL STRAPPING TO HE SIMPSON STRONG -TIE AS SPECWIRD NOTES: OVALLEY TRUSSES NAY HE ATTACHED WITH SWOON VTCR w/(4)-#9 ED z Zfi" TO SUPPORTING TRUSS AND (3)-#9 SD z I%' TO VALLEY TRUSS IN LIEU OF MfS15 AS STATED. VTCR SHALL BE UWALIM AT EACH END AND 24" O.C. MAL USE SWOON EPDXY STRONG TER SYSTEM W 111 12- MIN. EMBEDMENT FOR ANCHOR BOLTS (LB-). THUM NOTES: 1. ALL ROOF TRUSSES TO HE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2. CONTRACTOR TO PROVIDE THIS KNOWER, AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE DWALTING TEUSS66. S. CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DEMERMONIS BEFORE ORMMG. AND INSTALLING TRUSSES. 4. TRUSS TO TRUSS CONNECTION TO OR PROIDDID 11Y TRUSS COMPANY. 5. SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS. (2) 2x12 P.T. LEDGER BOARD NAILED TOGETHER WITH (5) #144" WOOD SCREWS ® 1'-4" O.C. EACH PLY ROOF TRUSS BEARING WALL 2X6 0 1'-4" O.C. (PICAL LEDGER DETAIL a STUDAL SCALE: N.T.S. IDd x 1 1/0 = SIMPSON'S SUPPLIED EQUIVALENT NAIL FOR COMMON 10 PENNY WEIGHT NAIL SIDS = SIMPSON'S STRONG -DRIVE 1/4' DIX WOOD SCREW (OR EQUAL) NOTES: 1. DESIGN UPLIFT REACTIONS HAVE BEEN DETERMINED AND PROVIDED BY THE TRUSS MANUFACTURER'S SHOP DRAWINGS (EAST COAST TRUSS; JOB NO. J40726) AND REVIEWED BY THIS STRUCTURAL ENGINEER FOR DETERMINATION OF THE TRUSS CONNECTOR TYPE AND ALLOWABLE LOADS NOTED IN THE TRUSS TO WALL CONNECTOR SCHEDULE 2. LATERAL SHEAR FORCES (F1) AND TRANSVERSE LOADS (F2) ON TRUSS CONNECTORS HAVE BEEN EVALUATED IN ACCORDANCE WITH THE 2017 FBC-RESIDENTIAL CODE. 3. ALL TRUSS TO PERIMETER 6' CMU WALL CONNECTORS SHALL BE META 1Z UNLESS DESIGNATED OTHERWISE ON THE ROOF FRAMING PLAN, 4. MINIMUM 4" EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 2 REQUIRED FOR META STRAPS CAST -IN -PLACE. 5. TRUSS ANCHOR -META 16 STRAP SHALL BE PROVIDED WITH 'TSS' MOISTURE BARRIER SEAT. 6. ANCHORS, HANGERS, AND TIE STRAPS AS SHOWN IN THE ABOVE SCHEDULE ARE IDENTIFIED ON THE ROOF FRAMING PLAN. SUBSTITUTION OF APPROVED EQUAL OR BETTER ANCHORS, HANGERS AND TIE STRAPS FOR THE SPECIFIED ALLOWABLE LATERAL & UPLIFT LOADS ARE ACCEPTABLE, 7. THE SIMPSON STRONG -TIE CONNECTOR ALLOWABLE LOAD VALUES SHOWN IN THE ABOVE SCHEDULE ARE THE C-2018 PUBLISHED VALUES BASED ON WOW TRUSSES FABRICATED USING SOUTHERN YELLOW PINE AND INCLUDE AN APPLIED 1/3 STRESS INCREASE FOR WIND LOAD DURATION ONLY, IN ACCORDANCE WITH NDS ALLOWABLE STRESS DESIGN PERMITTED FOR WOOD OR FASTENERS IN WOOD. S. PROVIDE SUITABLE PRE -FORMED OR LIQUID APPLIED MOISTURE BARRIER BETWEEN BOTTOM CHORD OF ROOF TRUSS AND TO' OF MASONRY WALLS, WHEN BARRIER IS NOT PROVIDED "IN TRUSS CONNECTOR. 9. SIMPSON STRONG T1E ANCHORS AND STRAPS PRODUCTS SHALL BE HOT DIPPED (M.D.) ZINC -GALVANIZED PER ASTM A123 TO G90 AS MEASURED BY ASTM A653, OR BETTER. 10. ALL CARBON STEEL ANCHOR BOLTS, FASTENERS, AND NAILS, UNLESS OTHERWISE SPECIFIED, SHALL BE HOT DIPPED ZINC -GALVANIZED IN ACCORDANCE WITH ASTM A153 STANDARDS. 11. ANCHOR BOLTS (A.B.) SHALL CONSIST OF 'J' BOLTS WITH MIN. EMBEDMENT OF 10' CAST -IN -PLACE AT TIME OF WALL GROUTING WORK. SETTING ACHOR BOLTS AFTER WALL CONSTRUCTION SHALL CONSIST OF ALL THREADED ROD (ATR) DRILLED AND ANCHORED WITH HIL1I HIT RE-500 INJECTION EPDXY SYSTEM (OR SIMPSON EPDXY -TIE (ET) EPDXY ADHESIVE) IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. MINIMUM EMBEDMENT DEPTHS SHALL BE AS FOLLOWS: ANCHOR DIA, DRI I H_ OL I F DIA. (MAX.1 EMBEDMENT DEPTH (MIN.) 12' 1' 12' 12' PLYWOOD SHEATHING NAILING SCHEDULE LOCATION NA'L SIZE/TYPE EDGE SPACING FIELD SPACING NOTES WALL Z SHEATHING (15/32") 0 N ALL WALL ZONES 8d COMMON 6" D.C. 6" O.C. E _. (2��11 ) @ 8d Ring "Shank 4" O.C. 4" O.C. ROOF (OVERHANGS) Z SHEATHING N ® Bd Ring 9 Shank 4" O.C. 6" O.C. (19/32") E 1Q Sd Ring Shank 6" O.C. 6" O.C. - 8d RING -SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113-INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCHES 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2)j"—INCH NAIL LENGTH REVIEWED FOB CODE COMPLIANCE ST. L:UCIE Cog.,' BOCC (2) 2x10 P.T. LEDGER BOARD NAILED TOGETHER WITH (2) 16d'NAILS 0 20" O.C. (MAX.) AND FASTENED TO MASONRY WALL WITH Y4"0 WEDGE A.B. x 6" MIN. EMBEDMENT. SET A.B. 6 FROM EACH WALL CORNER AND 24" O.C. MAX, ALONG o ° SOLID GROUTED LEDGER BOARD. ALL A.B. MUST BE SET INTO SOLID o B" CMU WALL GROUTED FILLED MASONRY' D FILE COPY ROOF TRUSS o. n NOTE: p LEDGER BOARD WEDGE ANCHOR BOLT SHALL BE: HILTI KWIK BOLT 3 EXPANSION ANCHOR OR EQUAL INSTALLED WITH SIMPSON HU28 HEAVY DUTY WASHER AND P (6) Y4" x 1W TITEN2 & HEAVY HEAD NUT. (OR BETTER) ° p (4)-10d x 1 N' TO LEDGER p AND (6)-16d TO TRUSS JOIST HANGER (SEE ROOF FRAMING PLAN AND TRUSS CONNECTOR SCHEDULE FOR SIZE AND: TYPE) TYPICAL LEDGER DETAIL CMU ALL SCALE: N.T.S. DRAFTING SERVICES �"wwavme.cu PHONE: (772) 237-7942 W W W.TRHA9VRECOA$MRAFlV;aCOM C O z " N in a Z u a 0 F Q Q z tJ 7! v Ln J N Nw m^ �i Ln w'N V_ 0CC w M, ia.sa Q N r. = N. 1 � X be in N W r. Z Lu V En W N a \�1 J. kn S �i N F' ®� ✓sr *j 0 6 -04 a9®: STATE O Daxi� /0 SCALE: 3/16" = r-O JOB No: 520-1071 R 1