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HomeMy WebLinkAbout7467 Sail Clover Ln99 182-8-4EBIB-CAL199 HOMES 12602 TEELECOM CDFRIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 MMOIN -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -81am HUDADQG CGD& FANDERUL, ng gD�pp ` ' -AM AW WWW MY �IMIY WYB� LO `M SUTZ CODW -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB M. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - VuIL=160 MPH =1N -ETOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAIL HEIGRT AS PER LOCAL AND SPATE CODES ABV. ABOVE LAV. LAVATORY AC ADJUSTAITIONING MC, MEDICINE ADJ. ADJUSTABLE MG. MA U AC CABINET AM ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD BOARD MT, METAL THRESHOLD C1. CENTERLINE MID. MOUNTED CAB CABINET MTL. METAL CLG. CEILING N:1'.S. NOT TO SCALE CLR. CLEAR O.0 ON CENTER CONC. CONCRETE PL PROPERTYLINE CPT. CARPET P.B PUSH BUTTON CT CERAMIC TILE PH. PHONE DBL. DOUBLE PLYWD, PLYWOOD D.G. DUAL GLAZED PR. PAIR RES DA. DIAMETER PT PRESSURE TREATED DIM. DIMENSION R. RISER DR DISPOSAL RAT. RETURN DP. DEEP ftA.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR .1. DOWNSPOUT RM. RGGM DTL. DETAIL R.O. ROUGH OPENING DW DISHWASHER N.C. SOLIOCGREEXfDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.N. SINGLE HUNG EQ. EQUAL SHT SHEET EXH. EXHAUST SHTHG. SHEATHING eXT. EXTERIOR SHWR. SHOWER FGEFX. FUELGAS XED SS SIM. SIMMER F.G. FUEL GAS SLSLIDING FIN. FINISH STDG SLIDINGGLASS FLU. FLOOR sws STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL eR. DR. FRENCH DOOR SECTION FIG. FOOTING TEMP TEMPERE➢GLASS GA GAUGE THK THICK OAR. UISP. GARBAGE DISPOSAL T O.C. TOP OF CURB 1. OF G INTTERRUERRU PTEERR CIRCUIT T.O.P. TOP OF PLATE T.O.N. TOPOFSLAB L. aLAss rw. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HOT. OR FIT HEIGHT W/ WITH ININSULATION WD, WOOD INT. T. INTERIOR W➢W. WINDOW WM WATER HEATER w,l. waouG„r IRON DATE DESCRIPTION b„s CPS ,gg D ARCHITECTURAL SHEET DESCRIPTION , ZmnFBCUPDaTE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATIONS "C" PG Pl —PLUMBING PLAN PG MI —MECHANICAL PIQL WORK _ PG Dl —DETAILS LY CODES) SHAD 1 WITH �R PG D2—DETAILS ORIDA BUILDING IiPNAL ELECTRIC CODE, PG D3—PRODUCT APPp 'PROFESSIONAL PG WAl—WALL ASSEMDL'WI� BODE, TY �)F PG WA2—WALL ASSEMER[RMExEI't'11'RI'IIL1,S PG WA3—WALL ASSEMBLY D S PG WA4-WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS OV6A8 CD*FS-ISSUED 0MV6 510W ELEVATIONS ADDED �jnb,m CD'S RE - RE -ISSUED �/�� FOOTNG REVISION PER M "OWES 06/21 g CD1RE- D 02A%" ADDED CUSS FOOTER AT GARAGE DETAIL (FORT MYERb) m2/nA9 PLAN MaNTEiia)YE ®3n8A9 REVISED LNTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALL. S 0444AS ADDED ADDITIONAL RECEPTACLE N GARAGE PER WILL BATSON (MELBJ �4A USED HVAC VOLUMES ON eaFT CALC SCHEDULE (MR.W LIVNG WeSaFT. GARAGE 430 5cL FT. ENTRY 16 SOL FT, ee $0. FT. TOTAL 2,362 SQ. FT. 0"/Pb ADDED'EXTERIORMONODEEPFOOTER'DETAIL12f51.lAlCRU ®bnul" ADDED LED LICd•fT8 KITCHEN BATH PER MARK BOU.E" 01/" ADDED STONE OPTION ELEVATION C i D (TAMPA) meAVle ELEVATION G' SIDNG-ADDED LOUVER GABLE ROOF IBn5AB ADDED OPT. V-V CEILNG HEIGHTS MOVE REPLACE USP CON=TORS WITH SIMPSON COMJECTORS 040I/t0 REVISE BVG4VBdT RADON PL.dA1 DMENSICN" 0o M092 OPT. e'-m' CLG HGT: IN LED LIGHT FOYER 04AVWV OPT S'-V' CLG. WIT. ELEVATION 'C'- REVISED HEGHT OF ARC"Y �J/®bn® ADDED ELEVATIONS •L• (•M' (Oft)c STRUCTURAL SHEET DESCRIPTION M40 ADDED ELEVATION" 99G'-T1H'-T78' (ORL) PG Sl —FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD VEW DATEiAUG n2 20 PG S3—FRAMING PLAN PG S3.IA—DETAILS CITY OF ZEPHYRHILL PG S3.IB—DETAILS PLAN EXAMINER PG SNl —DETAILS PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. 0V=1 2020 MC UPDATE 03/03/21 ADDED SOFFIT DETAILS MbM ADDED ELEVATIONS N' 4 'D' (am) 04n'fnI ADDED STONE 0PT10N ELEVATION Ya• (MELBOURJE) 05/®Inl ADDED ELEVATIONS 'P' 1 'O' (ORL) ODAMI ADDED DEN OPT. (TAMPA 4 FT MYERS) 08A®nf ADDED 20'FOOTEROPTION (TAMPA) IMAI ADD FRENCH DOOR OPTION 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 MN V $ a rq J [acrzaa><v a� LOT ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJ CCTI/ 04181.04C-16121 EBB 111828-CALI" GARAGE SW MG: RIGHT PAGE: COVER SHEET 160 MPH EXP. Cff GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 5 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF X- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA. THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 6 - PVC (SCHEDULE 40), INSULATED WITH 5' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C 1063.19a & ASTM C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEIUNGS 1. EXTERIOR CEILING TO BE 1/2 " GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774407E www.abdesigngroup.eom AA #: 0003326 , e: 04 04 o n F TF C o o 1l:L anm Ae LoTill ABBOTT PARK LOT #16 BLK. #12 PHASE:4C PROJECT* 04181.04C-16121 WODEIr 4EBB "1828-CALI" GARAGE aNiNG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 39'-8' 72-SH olio 11 o'IYYYIa�;ollYYY111IlY1IOIlYYIYYYYYYfo�ollYYY11� G i 1 � p . G p _It� o]IYYYYYIio - - old ° ::11' 11 � � 11 ME ME o ■ r , � ■ n, mm 2 on i EEO a .� 61 61 i O ATTfjSS o Im n _ 0 o,AS - m - -CODE i ME GAUGE Io FOYER - :DI'll �� + e -SH 9-ARCH - oIIYYY1Yllo ulImmoYlia oIIYYYIoI olYYl� FLOOR PLAN SCALE: 1/4' • P-0' IYIYYYYYIYYYI i�ifid/J76IIFil� Si CALL. S LIVING 1026 SQ. FT. GARAGE 430 SR FT. ENTRY 16 Sa FT. LANAI w SQ FT. TOTAL 2,362 SQ FT. LIM BABIIM E7POaAEa P0SM8Cf0lO Opem Sam ZOIE MWHWVMIO IBVM MOTRE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR 8WING IB 5 33/-43 DR MIN. CRITERIA S.G.D. / FROR 43 5 303/-38.4 MIN. CRITERIA 16070 01 112 5 282/-31.5 12'xW SOFFIT 1 5 313/-4SA BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CON1110L DAT3 p/OII11 DSL. TOP PLATE 0 m BAR DETAIL HDR. DTL. A SCALE: l/2'•I'-0' B SGALE: NOTE: HEADER FINISH TO BE F'ER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. i"i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com L AA N: 0003325 A W l D- A ousDm a IAT ABBOTT PARK LOT #16 BLK. #12 PHASE:4C PROJmcT# 04181.04C-16121 WOUZZA 4EBB "1828—CALI" GARAGIC BWMG: RIGHT PAOR: FLOOR PLAN 160 MPH EXP. C M ROLAI:D A ABOUCHAORA AR NO 93723 DATE: 2/04/22 SCALE: 1/4"=1'-O" IIIIII Al SHINGLE ROOF o •/-I5'-4' BLDG. HGT. FYPON LVI2X24 12 OR EQUIVALENT (' LAP SIDING AS SPECIFIED (TYP.) 4' FRIEZE BAND (TYP.) 6' TRIM A BOARD (TYF.) DECORATIVE SHUTTERS OR 46 111E] EQUIVALENT e q TT P. 4' RAISED I0 `M BAND ITYP.) 0 0' FI� FRONT ELEVATION SCALE: 1/4 • V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OPT. COACH L KaHT OFF RIDGE VENT OFF RIDGE VENT T FREE VENTILATION AREA REQUIRED = 1/300 WIRED VENTILATION AREA 2364 /300 7.88 NTILATION AREA X SQ. INCHES PER FT. 11441 1134.72 SO. IN. N. REQUIRED VENTILATION = .5X 1134.72 UPPER PORTION OF AT71C 567.36 /115 TOTAL#OF VENTS REQUI RED = 4.93357 TOTAL#OFVENTSPROVIDED 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVER OFF RIDGE VENT EXTERIOR OFWALLTOEXTERIOROFWA-NOOVERHA.-MIL 12 4-0' 5R3. HGT. ❑� I I A E F °LF2.0 - --------------_---_ - i I_ � -0' FIN. FLR. REAR ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH r-ra i0 iA FIN. FLR. -__--------------- ------------_-------_-_ OFF RIDGE VENT V -0' BRG. -*Ls LEFT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH OFF RIDGE VENT I._0. F-1 0'-0' FIN. FLR., -------------____ RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH HGT. -0. _ _ I 0'-0' FIN. FLR. -0' o0'-0' FIN. FLR =tom_ ADECO. DTL. ecaLE: iR . r-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com L AA M: 0003326 J Ty Esy � �S5 Ok fL VHDM a6 Lotil BBOTT PARK OT #16 BLK. #12 PHASE: 4C ROJECT* 04181.04C-16121 MoDEL- 4EBB "1828—CALI" GARAGE SWING: RIGHT 1 PAGE: ELEVATIONS IV' 160 MPH EXP. �B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V CUTLET m AMP SINGLE ROLE IROV OUTLET 110V OUTLET In Or OUTLET WRSD TO SWITCH (VI —fit WV OUTLET [ Up" "P O FAA mrlRrTOR (TAMPER j REE6TANT TTPH) 220V OUTLET (4) UAM CONNECTION G�exT. WATORPRDOF aROND PAuLr Omer INTER IN m1e SWITCH SUATC14 !-WAY OPER 64 6G — 4-RAY — uNALL MOWTEC LIGHT CEILING LIGHT © LEP CLG LIGHT LEO VAPOR © VP PIO90F LGHT OVP VAPOR PIDOF L .NT ORECESSED CAN eVENT. PAN I CRM PER SG FT. UM.guLk HT I CM1 PER l FIXTURE brova BY ® 4 FL 2-01AB RNRAP nIRaND fREC D1 R ( 2' RJOlssewT 4' FLUORESCENT p CO C 4' TRACK LnHT PANEL own METER 0 S.D. SMOKE DETECTOR �e��0°M-. WWAs m WALL MOUNTED BAZr Be - 6D. SMOKE DETECTOR WLy9SQWEF. ® CARBON MC� END= OCTOOTOe NTER•CONIGTED U3/GO COMBO SHALL O! A DISTANCE OF NOT LI M THEN 4' FROM IIIAU, FONDANT LIGNNr NATURAL OAS ► TELFPW" JACK UN Tn eE EI eveTm DISCONNECT AR CONDITIONWG eQ Aw aN D16CONEOT I-� TELEVISION JACK CEILM Box Reallpm To BE arRTFD PON O J-BOX ACCORDANCE W BOX MARKED AS SUCH FOR OEILN9 BOX REGUIRIMP CEILNa FANiLISHT M m "POR"D N ACCORDANCE W max MARKED A6 SUCH Tole INSPECTION Bann 24 SYNDESCENT LISNT STRIP 36' *C-A DlSL@R LISHT STRIP 48' INCANDESCENT LIGHT STRIP FLaoD Llaur �, OFT. MCISBTY ICEYlh1D • PA PJW-BUTTON Fqe CHAPS Um FORT • LOCATION OF TV JACKS N PH" OUTLETS ° PAE TO OE VERFlED ° HOr-mcub R PRE-CGNSTRJCTICH MEETN3 • ALL B N 20 ASP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MBCR ITN EDITION (2020) N INEC 21012 ton EDITION. • 20 AMP DEDICATED LANOW CIRCUIT. • aF1 P ISLAND (NOT ON KITCHEN CIRCUIT) • DAMAMNER DBCOWECT TO BE LOCKOUT N PANEL • BATHROOM E>( NAUST FAX TO HAVE MN. CAPACTY OF SO CR1 NTeR nTTENT MR ELECTRICAL PIDVISION6 OF SECTION M0013 PBCR TTLI EDITION (2020). •LAUNDRYROOM A1O DBNUASHlR RECEPTACLE SHALL BE CROWD FAULT CIRCUIT -INTERRUPTER PROTECTION RSONN FEEDERS URNS SMALL BEONMETTAICCABLE PER ELECTRICAL PROVISICNS OF FLCR 1TH m f2020). • ALL WOW TO COMPLY WITH ELECTTtlCAL FROv1610NS OF THE PBCe TTY m f2020) • ALL LAMPS SHALL BE 6ELNDIED BY BUILDER KENO 1ST aF IGHT ST Y EFA TENTTYPEPER EPICIRVCY) 20'110. 1U• EDITION R4041 107 CEILING MTD. LIGHT �• WING ING ROOM TO BE I CLG FAN METALLED, PROVIDE c.' \'`� PRE-wIREv' BDRM.#1 J-BOX FORUP OPT. FAN \\I CLG FANC;r\` J F C`. .7 PRE -WIRED DINING i CLG PAN ROOM I _ I \ I SD. \ \ \ S/c — — SWITCH IN \ I pt);Lgr-- fr L GFI L = L GFI I y( I BATH #1 i L RETiI I I L------- / SMK f IQTCHEN� LAUN: ==^T; ------ EK GIN \ RANGE I - 7�'C GFI O GFI _-= BDRM.#4 \ HOOD WIRE W/FOR FUTUREEMICRO— y[( S/L`O Cam' RE PRE -WIRED CLG FAN BDRM. #3 1 (;A`J \\ Ili I RAI PRE -WIRED CLG PAN 1 I V I P$. FOR 44'AFF. � qp I\ GARAGE DOOR \ L u I \ f--- J BOLLARD AS REQ. PER BLDG. CODE `( \ WALL MOUNTED 'BATH # i$®O \1 \\ LIGHT W/SWITCH IN 1 \ ATTIC L M 4 CLG. BD##� KEYLESS outLEr / \ L FOYER FIXTURE IRRIGATION \ \ OUTLET B L; J — ENTRY 48' AFF. GFI PRE -WIRED GARAGE CLG FAN /)= — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --—— OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' - I'-0' METER FIELD VERIFY LOC. I I I I s I I I I L° 1= I / LED LIGHTING C�? DOUBLE LAV. BATH M 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS 6"" conPLY U2TH ELECTRICAL PROVISIONS, OF THE FISCA 1T14 EDITION [20201 LOCAL CODES, AD ALL LOCAL POUER COMPANY REGURET IRA B. ALL CONDUCTORS SHALL BE TYPE rNNWTNW UNLESS NOTED OTHERUSG POUER COMPA TRANSFORMER PROVIDE BO AMP, 120/240 VOLT, I PHASE 6ECONDAPM ILEC?MCAL SIRVICG PROVIDE 9 M COPPER (CU) N 1.1/2" CIA SCH81 U 11 SO PVC CONOUIT OR PROVIDE S VAS ALU•INM (AL) N 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE ro PROVIDED BY THE ILECTRtlC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BD. I I LED LIGHTING C� SINGLE LAV. BATH P2 9 CU, TNW . 1% CU IN 2• 00hu"TION SERVICE ISO AMP 016024ECT SWITCH AND D0/l40 VC M ELECTRIC MITER IN I NA 3R ENCLOSURE PANEL eon/JP SERVICESION ONTRANCESERVICEI I I I SERVICE CABLE EN NTRANCE INTERSYSTEM BOI.IDNG TERMINAL AT LOW VOLTAGE CON•ECTICN6 1 A{ CU SERVICE GROUND CONNECTED TO CONCRETE ENCA69D POOTER STEEL PER ELECTRICAL PROVISIONS OF THE MOCK rTH EDITION (2020). DAY' DIA k S FT LONG COPPER CLAD COROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.8078 FAX 407-774.4078 www.a bdeS lgn group.eoI n 111— AA #: 0003328 V m a� QS tpAy (IpyE EVHDIV. AE LOT ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT* 04181.04C-16121 "ODEL' 4EBB "1828-CALI" GARAGE OWWO: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EV, C OB DATE: 2/04/22 ECALE: 1/4"=1'-0" Ei'IEET El ■ PLUMBING PLAN SCALE: 1/4 . P-0' VTR KITCHEN SINK IU/ AUTO VENT r �-2• I. ��9...-t t�2• Ifi 2• VTRy 1/2' PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 A A E-01 UBDIV. ae LOT: ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT/ 04181.04C-16121 MODEL: 4EBB "1828—CALI" GARAGE EMNG: RIGHT PAGE: PLUMBING PLAN 160 MPH EYPx C of ROLM A. A001gr w� L AR No93 /i DATE 2/04/22 SCALE: 1/4"=1'-0" SKEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC lTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL DE APPROVED UL ISI CLAW 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC lTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC lTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, 844ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS $HALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER 5008TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC GEILNG O O EXTERIOR WALL PLENUM T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3072.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56"0 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT(/SPEC LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT ® PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE 9LA6 SECURE STRAP TO WIT W/ (2) "8XI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN, GRADE OR PAVING SEE SPEC. 1'-8•XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED OFLOOR SLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE, ALL MECHANICAL EQUIPMENT $HALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdosigngroup.com AA M: 0003325 La Go g �5 fLOABBOTT PARK T #16 BLK. #12 PHASE:4C OJECT* 04181.04C-16121 MODEL' 4EBB "1828-CALI" GARAGE 8VMCG: RIGHT PAOE: MECHANICAL PLAN 160 MPH E C 8 DAB, 2/04/22 SCALE: 1/4"=l'-0" HHEBST mI 2X4 TOP PLATE - PRE -FAD TRUSS 12' CLG. BOARD I2' DRYWALL —tom r4)r SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. 2X4 WOOD STUDS •24' O.G. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL 5E NOT THAN 2x4, WHERE ED NOT MORE I6' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (:�-)TYP. INT. WALL (NON—BRG.) DV SCALE. 3/4'.I'-0' FIBER3LAS6 SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SKI. SECURED PER FASTENER SCHEDULE PRE -ENO TRUSS--�/ MTL. DRIP EDGE // 2x FASCIA PER—J I'-O' ELEVATIONS TYP. O.H. VENTED SOFFIT 12' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ' d a p 1 a °q -35/S'OR5 1/2' PWAL RYL 3/6, TOP CHANNEL (28 GA.) I/2' DRYWALL 3 5/0' OR 5 3/S' METAL STUDS 24' OZ. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUB/SHOWER 25 3ro, EOM GA METAL TO BE INSTALLED CHANNEL (23 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED 16' OZ. AT 2ND TO CONC FLOOR WALLS ADJACENT TO MOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP A TO WALLS W/ TILE FINISH WOOD FLOOR 5/S' GYPSL" BOA C I2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL lx2 P.T. FURRING STRIPS • 24' O.C. 8' Cm 1/2' GYP. WL. BD.� WOOD SASE — W/ WINDOW OPENING W/ 1/4' WOOD SCREW `FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D 1 SCALE: 3/4'.1'-& FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSGR 90S.U. ROOF SHEATHING THICKNESS AS PER 9HEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRIl TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 12' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH F5CR 2020 1TH EDITION, SECTION R301.13 AND 160SB.1. TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE F5CR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR A5TM D486S TYPE III OR TYPE Iv UNDERLAYMENT. i r.,c ueee row eAe u. •av N' OYr. tl4. OD. -�� worn e w LT 2B CAS LINE THRU BLOCK D w•.rr FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCIR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS, VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GASLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 12' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR e' cm — 1. ►i REO. ��aeiiex 1RscTc BY OTHU OOOIc BY MAF. I M nleRa R' FATTENED TO ROOMTRACK eRA02n uV nloo= ARNeovAL REo. s GARAGE DOORJAMBS D1 SCALE: 11/2'•1'-0' FIBERGLASS SHINGLES 2x4 OPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FSCR 9051.1. • EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRU86ES SHEET 5NI. I. AS PER PER STRUCTURAL DETAILS SHEET SECURED PER FASTENER SCHEDULE STIFFSACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS a 2x FASCIA PER AX. ELEVATIONS PER ELEVATION /// VENTED SOFFIT If CONT. 2x RAT RUN SECURED PER / STRUCTURAL DETAILS J/ WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET ON]. SECURE PER F'ER ELEVATION FASTENER SCHEDULE 5/0' GYPSUM BOARD OR 12' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT A8 PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. 12' GYP. WL. SO. - WOOD BASE— W.W 0'-0' FIN. FLR d ° ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH F5CR 2020 n' .. 1TH EDITION, SECTION R301.13 AND 160S5.1. N W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: METHOD TO 5E USED FOR THE r_5"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4''I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774,6078 FAX 407-774-4078 www.abdesigngroup.com AA #t: 0003326 All � Z fL LTSDiv. do LOTBBOTT PARK OT #16 BLK. #12 PHASE:4C ROJECT# 04181.04C-16121 MODEL- 4EBB "1828—CALI" GARAGE BWINQi RIGHT PAGE: DETAILS 160 MPH MR. C w a i DA I 2/04/22 SCALE: 1/4"=1'-0" IIII D1 2X6 P.T. • CENTER OF DOOR HEADER SECURED WV (1) 1/2' X e' J-BOLT W/ 4' nN EFBBOMMENr W/ 2' X 2' X VO' WASHIER 4 NUT OR W/ (2) 1,12' X 8' A CHOR BOLTS WV 2' X 2' X mI11A6RER 4 NUT SECURE 2X4 TO BLK W( R V4'TAPCONS 1 14' EMDED. e' or, 4' END DIST, 1 1/2' EDGE DUST. m 61 2x6 GAR,dLf DOOR BULK SECURED W/ (6) iR' X 8' J-BOLT OR ANCHOR BOLTS, W/ 4' MN EMBEDMENT, W/ 2' x 2' X VS' WASHER 4 NUT. (1) WITHIN S' OF TOP, (1) WITHIN 8. OP THE BTTM, 0 (3)EV04LY SPACED. o R B NO 9 NOTES: ALL ANCHORS SMALL BE N ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE 6 1/-,l IN6T —TIMM ARE MORE 6TRW.AW GARAGE DOOR (2)BUCK ATTACHMENT ee4Le w•.r-a D' CMU V2' I'X4' P.T. DOOR DOOR L IX4 P.T. OR b/4'X V MN SECURE THRU FRAME 4 EXTEND 1-1/4' INTO HAILER BLOCK W( 3/16' TAPCONS (MIN. SWANK SIZE 1411 GASSING. MIK HEAP SIZE 300 MN. EMBEDMENT 1.1/4' WITHIN S' OF EACH END JAMB OR WINDOW 4 IS'Or- MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" 1fDQDOR TO BLOCK +3/4' OR +5/4" 2X4: m SECURE TO BLOCK W/ 3AV TAPCONS MIN SHANK SIZE J4b MN HEAP SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 W OC. MAX SPACING. 2X6, m 6EOURE TO BLOCK 11VO) SAS' TAMONS MIN SHANK Sig J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') S, CMU WITHN 8' OF EACH END 4 IS' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® ❑ I'X4' SECURE TO BLOCK P.T. HALER WK2) 3/16- TAFr-l" DOOR CASING MN SHANK SIZE .14b MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/4.1 WITHIN 6' CF EACH END 4 18. O.G. MAX SI''OCII'r' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" /11RND011 TO HLOCK +1 1/2" 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4: m SECURE TO BLOCK WV 3/16' TAPCONS (MR SHANK SIZE .INS MN HEAD SIZE AM MIN EMMBEDMENT 1 V49 WITHIN S' OF EACH END 4 IS' OJC MAX SPACING. 2X6: SECURE TO BLOCK 111/(2) 3/16' TAPCONS (MN SHANK SIZE MD MN HEM SIZE ISM MN EMBEDMENT I V49 WITHIN W OF EACH END 8' CMU 4 W OG. MAX SPACING. I/J' DRYWALL CM SEC SECURE TO BLOCK a I'X4' WK2) 3/I6' fAPCONe P.T. NAILER (MIN SHANK SIZE 1411 T/16' OAB. X 4' MN. MIN HEM SIZE 300 MN EMBEDMENT 1 1/41) DOOR CASING WITHIN 8' OP EACH END 4 IB' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1147 DOOR JAMB TO BLOCK +1 15/18" /`.�1�D�ON TO BLOCK +1 15/18" 2X4: m SECURE TO BLOCK UW 3116' TAPCONS (MIN SH AW SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 8' OP EACH END 4 18' OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 6ECWRED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) V/16' TAPCON6 3AW TAPCON MIK 1-1/4' MN SHARK Sig .145 EMBEDMENT INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END S' CM 4 D' O.C. MAX SPACING. I/2' DRYWALL 2X8, ® SECURE TO BLOCK I'X4' 11.1/(2) 3/I6' TAPCONS P.T. NAILER (MIK SHANK SIZE .14b DOOR CASING MN HEM SIZE 300 MN EMBEDMENT 1 1149 WITHIN S' OF EACH END 4 18' Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" n1►INDOF TO BLOCK +2 1/4" 2X4, SECURE TO BLOCK W/ $/16' TAPCONS (MIN SHANK SIZE Job MR HEAD SIZE " MR EMBEDMENT 1 1/49 WITHIN e' OP EACH END 4 B' Or- MAX SPACNG. 2X6,® SECURE TO BLOCK WV(2) 3/16' TAPQ" (MN SHANK SIZE Job MN HEM SIZE 3" MN EMBEDMENT 1 1,149 WITHIN e' OF EACH END 4 18' Or- MAX SPACING. 2Xe: SECURE TO BLOCK W/(2) V*' TAPCONS MIN. SHANK SIZE J46 MN HEAD SIZE 3M MIR E1BEDMETIT 1 1,149 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') V0V2- CDRYWALL ELL TO BE POUREI OLID LLV 20M PSI NCRETE RERFOR WV (I)7 VERTICALLI I'X4• P.T. NAILER 1AW OSS, X 4' MN CA81NG DOOR JAMB OR WINDOW ATTACH TO 2X PER MMIPACTURES DETAILS. DOOR JAMB 3 TO BLK DETAIL 2X4: m SECURE TO BLOCK U 13A6' TAPO" (MIN. GNAW, SIZE J49 MN HEAD SIZE 300 MN EMBEDMENT I 1/4') WITHIN 8' OF EACH END 4 W Or- MAX SPACING. 2XG: SECURE TO BLOCK WH2) 3/16' TAPCONS (MIN SHAIJC allJoe MN HEM SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN W OF EACH END 6' CMU 4 10' Or- MAX SPACW. V2' DRYWALL 2K8, L,� SECURE TO BLOCK WK2) 3/16' TAFr." P.T. NAILER (MN SHANK SIZE .148 POOR CASING MIN HEAD S1ZE 300 MIK EMBEOMI 1 V4') WITHIN e' OF EACH END MAX SAP• DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: WM AS N OVED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3" E 2X4: m SECURE TO BLOCK W/ 3/16' TAPCONS (MN SWANK SIZE J48 MN HEM SIZE 300 MIN EMBEDMENT 1 I/47 WITHIN 8' OF EACH END ' 18' OL. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6: m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUSIM NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON PIN. 1-114' MIN SHAK SIZE J45 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN e' OF EACH END e, cm 4 le' O.C. MAX 61-ACNG. i- 1/2' DRYWALL 2XS, ® PX4' SECURE TO BLOCK P.T. NAILER WV(2) 3/16' TAPCONS (MIN SHANK SIZE 346 DOOR CA81NG MN HEAD SIZE In" MN EMBEDMENT 1 1/4'1 W OF EACH END MEMBER WK21I2d WITHIN 4 18'. O.C. MAX SPACING. DOOR JAMB OR WNDOW ATTACH TO 2X PER NOTE: SHIM AS HEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL S' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB TO BLOCK +3" p <sn Rlncr( +a" 2X4: m SECURE TO BLOCK WV 1/4' TAPCONS (MN SHANK elg .H4b MN HEM SIZE 300 MN EMBEDMENT I V49 WITHIN 8. OF EACH END 4 i8' OG. MAX SPACING. 2X6: RID BCCUPM TO BLOCK W/(2) I/4' TAPCONS (MIN 6H4NK SIZE Job MN NEAP SIZE 300 MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END ' 10. O.C. MAX SPACING. 2X8, SECURE TO BLOCK W/(2) V4' TAPCCNS (MN SWANK SIZE .KS MN HEAD SIZE 300 MN EMBEDMENT I V47 WITHIN S' OF EACH END 4 18' OL. MAX 6PACING. S' am V2' DRYWALL I'X4' P.T. NAILER 1/16' OAS. X 4' MN. DOOR CASING DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" @mu TO HLOCK +3 7/18" 2X4, m SECURE TO BLOCK W/ 1/4' TAPCON5 MN SHANK SIZE .Fib MN HEM SIZE 300 MN EMBEOMENT 1 1/49 WITHIN 8' OF EACH END 4 18' Or- MAX SPACING. 2X6: SECURE TO BLOCK W421 1/4' TA O" (MN SHANK SIZE.148 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IV O.C. MAX SPACING. 2X8, SECURE TO BLOCK WK2) 1/4' TAPOONS MN 6HANK SIZE J46 MN HEM SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END ' M' Or- MAX SPACM NOTE, STRUCTURAL. 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A&' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK Ly 8' CMU 1/2' DRYWALL P.T, P.T. NAILER 1' P.T. X 4' MN �4 r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" @1IRQDOIf TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX 407-7744078 www.abdesigngroup.com L AA 8: 0003326 J Ili R Al 11111111 ABBOTT PARK LOT #16 BLK. #12 PHASE:4C PROJECT# 04181.04C-16121 MODEL' 4EBB "1828-CALI" GARAGE BANG: RIGHT PAGE: DETAILS %160 MPH W C 6. Lit RWLAW a ABOUCHACHA \ AR NO 93723 J DATE: 2/04/22 SCALE: 1/4"=1'-0" CT D 2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/32/2022 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRl1C17. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 1149SA SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 20531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 26503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 22/32/2023 12029.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MIWINDOWS&DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MIWINDOWS&DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5679-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 SS279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 239SSA THERMA-TRU EXT. DOORS g'-O" EXTERIOR DOOR 2020 FBCR IZ/31/2022 23956.2 THERMA-TRU EXT. DOORS V-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2022 239S6.S THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS g'-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single Cite EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30330-112 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 1S272.1 ALSIDE'2T'VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 1S272.2 RS ALSIDE ALLIANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/28/2022 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 NIts 2 c ; 6 aaj O avmnrv. ae LOT: ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C 04 18-16121 IWDNM.t 4EBB "1828-CALI" OARAOM sMUM: RIGHT FAQm: PRODUCT APPROVAL LISTING 160 MPH FXP. C ool ROL AA W793 A A L AR NO >i37 I n 2/04/22/4"=1' - O"3 PREFOR-W CONTROL JOINT FL,ANW E OF CONTROL JOINTS BE WIRED TIED TO LATH - S' O.C. MAX CVEII NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV LEG MAY BE USED TO TEMP. SECURE CONTROL. JOINT DURING. INSTALLATION —� FASTENERS TO BE SPACED . T' O.C. MAX VERTICALLY / \ PLASTER3 COAT CEMENT \�r UM LAYER QM FORTIFIBER / BUILDING PAPER APPROVED METAL LATH FASTENED -T• (VERT-)O.C. MAX AT SUPPORTS, STUGGO URAP WOOD SHEATHING CIA 01 m I� Luiig NO BOUS TNJSHABDTH SIDE.PROVIDE 1X4BLOCKINGP1069 PLACED FLAT MAX. 6' TO S' \ N NOTE�CONTROL. JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR\ _ i '� STRUCTURAL STUD STAPLES IN COMPLIANCE W) ASTM 0I063 T 2. WIRE TIER TO DE (NO, 10) 0ID415' WIRE / 1� 3. BLOCKING SNCUN MAY DE IN ADDITION \ TO WALL STUDS REGl11RED PER PLAN O"M" TYPE CONTROL JOINT OL FOLD NILAIO - M. A ®MOLD OL — MIULIO - FL A t. CNIA.E - PR. a A WAN-PtC OLILAD NWAIO-M.A A. CysAN . M. S FDLp e ® L ItlLD NAl1AIFD - M. A 3. flEA1E - M. D A CIVIAN - M. C A. FOLD M. C OM M. a rllL M.0 TOWNN. MOTTDN FLANK d� r m ""N0RK.Amm WATER rxrRr Sli FZLD, QQ 11,11121 arc j' TT41Ci4 a COAL CEMENT PLASTER 64 W' A COAT CERW PLAE,B.(Ow gRB LAYER -2, FORTTFRDI R BUILD94G PAPER PIW7 OIILY) WRB LAYER ti STUCCO UMAP(PRAA! ONLY) APPROVED BUILDING WRAP SHALL DE LAPPED A MINMU'I OF 6' - VERTICAL LAPS (ROLL ENDS) A &'- HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED OATH FORTIBER SHEATHING TAPE 'FIN LAP - FETAL LAIN \ \ LATH VERTICAL LAP TO BE V METAL LATH UAFD LAYER h, STUCCO UAUl4P -' FIM PARR LAP aELOW ONLY / WRB LAYER'J, FORTIFIBER \ BUILDING PAPER ' 2 SCALE: I V!•.I�M-m• L (4) KICKOUT DETAIL Peas IAAN.ND PLIltlC 6rDP N I &CY)Y) s, I • M WALL PL46MMIcIOC- i �g lLA.i1N6 !! MEN I P-ruu COTW aS —WATER TRH( SEAL (CWD OR .OLDR W xeT Imam.tl AT 001'rON QON ROOF t wALL NI■110ECT1011. FACIA w.Al- I• FIN L.A1H LAP• A•- Au LAP VERTICAL LATH & PAPER DETAIL Nam WOOD "AT SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BWLDI FRAMING MEMBERS. PAPEF THEY SHALL BE TIED 15ETUIEEN SUPPORTS WITH 00418-IN (ITI-MM) STUCO UARE AT INTERVALS NOT MORE THAN S' (228-11M). AS PER ASTM CI063. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE UU MOUSE WRAP MATERAL) OVER APPROVED HOUSE WRAP. 1' OR LESS PIPE CUT MID OVERLAP ONE SIDE OF—� SELF -ADHERING MEMBRANE PLASHING J• THIGC, 3 COAT CEMENT STEP "I PLASTER METAL LATH URB LAYER 17, FORrIFIDER BUILDING PAPER LIMB LAYER al, STUCCO WRAP SHEATHING IRM REPAIR OF TEARS HORIZONTAL LATH IN UM LAYERS, TEARS MAY DE PATCHED & PAPER DETAIL UWOUSE WRAP TAPE PER MANRF. SPEC. OR PEEL a STICK WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, NSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED, TO SEQlRE PIPE/ WIRE TO FRAMING . ... .... URAP MATERIAL) OVER 4Y94' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASNRNG TO F�(TB- D ONTO PIPE E STEP 6E 1 LASHING Rno — WRB LAYER'1, STUCCO UMAP UM LAYS! -2, FORTPIBER BUILDING PAPER METAL LATH 6'M•' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED 4SL4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE UIF/AP. FLdBRING TO EXTaID ONTO PIPE CONT. BEAD OF SEALANT I'ALL APPROVED HCUSEIIARAP AIR LTRATION BARRIER OVER ELASTOMERIC COATING OVER STUCCO/ Cv. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION-- Bwemr-uv"Po... o.- r Mail Comply the application nWW-mreofASTMC928-18b. In-lalladon of exterior lathing and framing eh.11 comply v hh ASTM C 1083-1g., or ASTM 1787. (FRO" 1E) N.T.S. ]LEGEND DRAINAGE PLANE (UJRB LATER 1*1, STUCCO WRAP) OF WRB L,4YEfR 02 (FORTIFIBER - - - -.-.- BUILDINCz PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESII/E FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAK 407-7744078 www.abdesigngrGup.com AA #: 000332E W —LIL —J, 1A3PPtOJZCT# XMDiv & LOT BBOTT PARK OT #16 BLK. #12 PHASE: 4C 04161.04C-16121 MODEL: 4EBB "1828-CALI" GARAGE 8NING: RIGHT PAGE: WALL ASSEMBLY DETAILS N.160 MPH A C MIN DRATT : ncr 2/04/22 9CALS 1/4"=1'-0" SKEET WA1 BACKER ROD I I I I I I BACKER ROD WRB LAYER M, STUCCO WRAP -INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES. 3. TOP -VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY, SEALANT 19 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS - APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, XW CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior IaUTlng and plaeterina Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. VENT �- r}' THICK, 3 COAT CEMENT * PLASTER METAL LATH WRB LAYER @, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (U)RB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — . . — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/Iro' ZIP LUALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFfCATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER h, UNIT STUCCO WRAP LAYER 4, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD D GCNBTRUCTION—RMIBN WOOD FASTEN TO WOOD STRUCTURAL SEALANT ® MEMBER • 1' O.C. MAX TOP 4 SIDES S CM xp 6B DRYER VENT (BLOCK) s, t� •' WIDE STRIP SELF ADHESIVE FLASHING3, CLEAN MASONRY BEFORE APPLYINS. TEXTURED BUILDING PAPER FINISH • MASONRY ovER'ACK FLASH' ® HORIZONTAL WEEP SCREED I(FRAME TO BLOCK)PIPE THROUGH1,i; WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPS UNDER 'QUICK FLASI A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO 27=F IV r�CI.CIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION 4PPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) —APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D, FELT -PROVIDE SEALANT AT ALL JOINTS, AND INTERSECTIONS WRB LAYER 9, STUCCO WRAP 5TEF #1 9 APPLY 60 MIN _ GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5TEP #3 S' WRB LAYER "I, STUCCO WRAP MEMBRANE FLASHING I WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH F 5TEF #5 5TEF No' OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003326 w R IP1t U13DIV. kBBOTT PARK OT #16 BLK. #12 PHASE: 4C OJECT*► 04181.04C-16121 StODEic 4EBB "1828—CALI" GARAGE 8WING: RIGHT 1 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 0 DA 2/04, 3ECALm 1/4"=1'-0" SHE �E�TT dd A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/iro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — UIOOD CONSTRUCTION �— EEYOND UIOOD SHEATHMG aaIER RESISTIVE WEATHER RESISTIVE BARRIER R bb?1 TT Y�AP Slow./ / / \ HERM6 u� / FLASHING HER N6 wPLASHW. < j DRIER RESISTIVE \\ UNATHER R SISTNE STARTER STRIPCARRIR\� .V DO NOT CAIRK OR I I \ \ 6' SELF -ADHERING GALv'D METAL ' GALVD METAL 'Z' FLASHMG 'Z' FLASHING DO NOT Q u K OR I Y' X 6' 8IMULATED 9EALGPECIPlQ. LLt30D TRIM MEMCER CA&W, , I uiboo TRIM eE'EDR \ � •' 4 / R A OOPPROVED SEALANT \ � � � STucrn casSlG OzAa SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD CONSTRUCTION V— WOODsEyoD WOOD BHEarHMG B tRHER �slstivE D,�IERRESISTIVE /� .\ // x T Y: LAP sIDMG / / W SELF -ADHERING BOARD REVEAL BATTEN / FASHMG BOARD � eArrEN a FL�� HER4G ,� \ 1 tLEATHERRESISTIVE C1ARRIER h STARTER STRYP / \\ `\ WEATHER RESISTIVE I \ � V PLA%4 -ADF ERlNG \ NQ GALVD METAL 4ALVO METAL 'T FLASHMG .Z. FLASHMG DO NOT CAULK OR HARDIE TRIM PER ELEVATION CAISM QEB12 I ELEVATI- PER AL BAP uUCAULKINh / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION FEq 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-774-4078 www.a bdeslgngrou p.com AA #: 0003325 w w F � IL avnaiv ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT► 04181.04C-16121 uoaELa 4EBB "1828—CALI" GARAGE 8WING- RIGHT PAGE: WALL ASSEMBLY DETAILS N.160 MPH EXP. C AVAEAKE EQU C. S• MD TP CAREmoUlmSH�WLD SE TAKEN IN KEEPING TIE VENT PROPERLY ALLOWED. VENT FIFE IS SEALED IF I)IIUZED. NNL IN PUCE SHOWN IN C GALVA o USING T-IM'MARS AT EACH R. ROOFING CEMENT P SHOULD BE APPLIEOMALL SHINGLE EDGES NEAR TE WTEREDGEANDA NO' ENTIREPERIMETERAS WTWTTIEOOOSENECKVENTOPENINOINYH ROOF RECOMMENDEDIN SEVERE WEATHER COASTAL SHEATING. SIZE YEOPENNGINACCOROANCEVAMTNE CONSTRUCTION ZONES. CHARTS11 ,INTEEVENTA MECINNCALVEMFMIIS USED. THE IN ACMNIS CE NM FE RElIING A VENT FAN MANUFACNRE"i PIPING CONNECTON wsTRvcnoNs. DONOT WT TRUSSES OR RAFTERS WHEN WTnNO TIE OPENNOIN THEROOF. RRE INTERFERINGSHINGLENNLSAR I)Y-E FERNETER OF THE OPENING SO TNT ME MUNG FIANCE OFTE VEMUYS FUT IO TIE ROOF3HEA1111NG.3LLDE THE TOP AND SIDE FLANGES OF T NI VEM UPAND UNOER TESOTTCAI VENT FIANCES TO UY ON IETDFOFTWE ME TOP OF TIE 6HIH()LE3. FFF ROOF HOOD VENT DETAIL SCALE: NTS EMM OLD -I OUSB UGK F L HEA FOLD N AT R.A.HING OVER ANYL READ —SEWNG(WITH LAMS) NAILING i.ANGE INSTALL S' WLP-ACHE FLAGHM C NAILING FL JAPES INSTALL VINYL k EXTEND FL 11 BELSW SI FLEXIBLE F DO NOT SE FM ASPHMT Snc CEMENT Md.DED AROUND BASE OF FIFE AND OVER FLANGE ALIGN PLASHING W/ SIT. EDGE OF SILL RO. FASTEN AR-ED FASTEN PANTED NAILS..(CAP HAn.e, eTAnee) INSTALL DUPONT FLIDO~ AS T4 FLASHING AT T4 1 FOLD HOUBV~ DOM 4 TAPE DIAGONAL OUT 4 ACROSS HEAD OF PLUMBING VENT DETAILS SCALE: N% F SEALANT AT Anse AND HEAD IPPLY TO BACK I SNDOW NAILING LANCE N LINE W) T!•PRNOHED TOLES OR SLOTS. INSTALL S' WIDE ADHESIVE — DA000 FLEXIBLE FLA514NG MATERIAL OVER DRIP CAP JOINT (PROTECTS-SRAP BT-7O)S- 4X EQUIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 STEP 9 DYER JOINT ]A VADE VALLEY FLASHING SD4OR HEAVER FELT UNDER-NT A3PNMT ROOFING V' NO FA3TNER3 VMIN WOFCENTERU E FD� RS IN EN) SHINGLE12- BEYOND NTERUNE FF GIREES FROM VALLEY CENTEPo w L IT 16 THE CONTACTORS REOPONSIBILTY TO VERIPY ROOF VALLEY DETAIL THECOI'PATIBILITY CP ALLPRODUERINO, INCLUDING. T14 COMPP. S ILITY OF 4 SELF-ADUCTS G FLASHING MATERIALS USED DIRNG CONSTRICTION. a. INSTALL ALL MATERIALS PER MANUFACTURER& UWTTEN SPECIFCATIMIS WAFRUNi SEALANTS MAY REACT ADVERSE.Y IF NOT COMPATIBLE. NOTE, LEEAN CAND SEAL JAME TO SILL JOINTS WITH DOW IPA FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOIIN SHALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION CELOW THE WINDOW OPENING ATE INTERIOR PERIMETER Of WINDOW WIT SEALANT APPLY 061 H4U (01 E6EW-) SEALANT e FLUID APPLIED FLASHING (LAW-0SMITE-SEAL RC -ES OR EOUALA SLOPE SILL TO EX NOTE, 1. IT 16 THE CONTACTORS RESPONSISILTY TO VERIFY THE COFIPArIS LITY OF ALL PRODUCTS NCLUDW. SEALANT6 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRICTION. 1. FLASHING At EXIEROR W0,1001116 AND DOOR OPENNW SHALL BE INSTALLED N AC 0POANCE WnH MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF POO R108A U N ACCORDANCE WITH PENESTRATKN FMMFACTURER6 INSTALLATION AND PLASHING "TRUOTION6. Whallu B SEALANT. MAY REACT ADVERSELY IP -f COMPATIILE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE-NTS 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7745078 FAX 407-7744078 www.a bd.SigngroU p.eom AA #: 0003328 A SEE b � ti WES aUDDIV. & LOT: ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT#► 04181.04C-16121 woaELo 4EBB "1828-CALI" GA %"]C DWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C -_----------- ----------- -- 2x6 SUB -BAND , W/1'x4' NOTCH - END, WRAPPED IN PEEL It STICK META- FASCIA WRAP DRIP EDGE I\ 1\ ------------- '1/8' TEXTURED I \ J 1 FINISH 6+ WOOD I \\ 2x6 SUB BAND 1 I/8'1 ,l 1/2' TEXTURED \ \ . 4 1 FINISH m CMU / \\ / II METAL FASCIA \\ WRAP Ya' FROM \ ! ! . STUCCO, I' FROM \\ ----------- -'; i`" WOOD WALL \ EXTERIOR WALL (FRAME OR CMU) \\ \\� NOTE: NOTCH FOR 2Xro \ \\ SUB BAND ONLY .tmkl� ®ELEV,4TiQN ©FLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY -ROOF DECK (BEYOND) `�1 DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) - �1/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED / FINISH m CMU / —2x6 SUB -BAND W/I'x4' NOTCH 9 END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL -1/6' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISHETA x x x x ' METAL LATAT H x x x x x .WOOD SHEATHING x x x x x x OR Cmu WRB LAYER 01, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x B FOR WRLAYER 02, TIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x ROOFhJG CEMENT x x x x x x x x x x x� x x x x x x x x x x -DRIP EDGE x x x x x x x x x x . x x x x x x x x -METAL KICK OUT x x x x x x �J SUB BAND DETAIL C WALL s IE OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA Yx4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 3� x . 1.(1..'.... x xX.-. x x x x5C" x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE GUT m x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x q 2'x4'x -0' x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x (REFERENCE POINT O.G. MAX. x ON FOR WALL OFF SET OF COMPONENTS) zx SUB -BAND W/Vx4' NOTCH 0 END = ", METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/I/'x4' NOTCH a I � ®PL,4Il A END, WRAPPED IN PEEL 4 STICK DRIP EDGE EXTERIOR WALL *ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KIC K—OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 JI IA tmDll Ae LOT BBOTT PARK LOT #16 BLK. #12 PHASE:4C PROJECT# 04181.04C-16121 MODEL- 4EBB "1828—CALI" GARAGE SYM9G: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C No RMAW A ABOUCMM AR NO 93723 A DATE 2/04/22 9cALE: 1/A4"=V-0" Er V d.L 1 6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE +44". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + V-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I1.OINDICATES #5 BAR, EIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6.6 W 1.4.W 1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3a' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 1a' - FM-12x12 17, CONTINUOUS 12' - (2)#5's +0"-a' FM-12X18 12" CONTINUOUS IS, - (2)#5's (+)0'4' FMC-1208 17' CONTINUOUS 18" - (2)#5's VARIES F-24x24 24" 24" 12, (2)05's 1 (2)#5's (-)V'4" FE' 'OUNDATION PLAN :ALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003326 RA M DL 01 ��FQQ 03 d Ei BtMDIV. & LOT. ABBOTT PARK LOT #16 BLK. #12 PHASE:4C PROJECT# 04181.04C-16121 MODEL" 4EBB "1828-CALI" GARAGE BMRNG: RIGHT PAGE: FOUNDATION PLAN 160 MPH E C MIN. EACH WAY THIC FOOTING STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTEDCELL tFM SEE PLAN FOR SIZE AND REQUIREMENTS CELL SEE PLAN FOR SIZE ANDSPACING SPACING REQUIREMENTSGARAGE DOOR RECESS •.. 8" CMU WALL 8" CMU WALL ,v� CORNER BARS, SAME SIZE AS LARGER BAR I e' IN FOUNDATION WITH 3d' LEG EACH y h ,- 0-d + 0'-0" 9 WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB - OSB MATCH AMOUNT OF CONTINUOUS BARSCURB FOR EXT. PORCH SLAB ISOLATION VI SEE SLAB SCHEDULE BAR SIZE 48 eAR DIA,SEE CHAMFER (1STORY) #3 18' [MASONRY EXT. PORCH SLAB SLAB SCHEDULETOP OF GARAGE 4" CHAMFER . LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET �b, AT ELEW/1/2" JOINT (WHERE CHAMFER (2STORY) #4 24•• 12" ISOLATION ' (1-STORY)0'-d' 6" CHAMFER (2-STORY)APPLICABLE) iEE SCHEDULE 30" IERE #�#5 LE .SEE )z scHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R BAR SIZE #G 36, FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY BAR N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42„ EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 GARAGE scALE'3/4"=1'-a' 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-d' SCALE: 3/4"=1'-d' (1) #5 REBAR VERTICALLY W/ CONIC. m g Oy POURED CELL 8" CMU S 5 #4 REBAR 024" O.C. @ CENTER OF LAP TOP PLATE A MIN. OF 48' SLAB AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT i z LAP TO OCCUR OVER STUD OF WALL W/ PLAN b� I NEW REINF. BAR o SECURED W/ 2- PART 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE PLANS FOR SECURE BT, PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/ 2' — _ h •. °• ..I• 4 4" CONC., REINF. W/ 2' CAPPED GALVANIZED PIPE EPDXY. MIN. EMBED ( dd 8", LIND TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-12" EMBED. MIN. ®16" OC 19 l I 6"x6" #10 WWM ON W/FLANGE C BASE a a FOLLOW ALL MANF. m SPECIFICATIONS FOR MAX. " I, 6-MIL POLY ETHYLENE USE AND I BTM AND TOP PLATE w VAPOR BARRIER ON 1'4 I PREPARATION OF ANCHORS W/ 10d x 1 12" • I 1 WELL -COMPACTED • CLEAN FILL TERMITE 4" y HOLE. COMMON NAILS FILL ALL m HOLES, DO NOT USE tOd TREATMENT SHALL BE SECURE FLANGE TO - x 3" SEE SLAB SCHEDULE BORA-CARE (2) CONT. if4 REBAR SLAB W/(4) 1/4" X 21/4" TAPCONS °4 O} � t 0-0 TOP OF SLAB • t(2) . • . J ° - ° 4" CHAMFER (1-STORY) - #5 REBAR ON CHAIRS 6" CHAMFER (2-STORY) 12' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% ° ' #.• VIRGIN OR ENGINEERED SOIL COMPACTED SOIL.# SLAB HEIGHT LESS THAN 3'1" pER PLAN EQ. EQ. SEE SCHEDULE EXTERIOR MONO DEEP ADDING BAR TO R SIZE AND MBAR FOR BAUAIJTDYNT1 R Q FOOTING W/BLOCK WALL BOLLARD MONOLITHIC FOUNDATION r_, INTERIOR CURB FOUNDATION WOOD WALL A I~ `� 0 � BQALE:314"=,'-°" (W/ UPLIFT) SCALE:3l4"=1'-d' SCALE:3/4"=1'-0" SCALE:3/4"=t'-d' LAP TOP PLATE A MIN, OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ t6d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, WALL W/ SYP No 2 STUDS SEE 6 PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO d u PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL NAIL 12' O/C STAGGERED. 12' O/C STAGGERED. i6 ADDITIONAL METAL ADDITIONAL METAL g CONNECTORS NOT CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO REQUIRED WHEN NO POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. 8' CMU FILLED CELL (TYP.) rc SEE SLAB SCHEDULE G —"� TOP OF SLAB •' 2X WALL FRAMING . 0'-0" SEE SLAB SCHEDULE .I SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5' TOP OF SLAB i ®, MINIMUM EMBEDMENT INTO a 0' • E "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND �° 70P OF SLAB .° b ° CENTERED UNDER WALL AND 16"O.C. VERTICALLY MAX •� ° • POURED MONOLITHICALLY WITH °�.� .a. -- FOUNDATION AND SLAB ''� • •�++. SEE SCHEDULE SEE SCHEDULE FOR MD, BAR SIZE EQ, EO...Ie SEESCHEDULE FOR WYD, BAR SIZE AND BAR QUAN UY AND BAR QUANTITY FOR-11 BAR SIZE n AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO u INTERIOR CURB FOUNDATION WOOD WALL EINTERIOR FOUNDATION WOOD WALL (NO UPLIFT) Cj��OOT�INGAN�DCOL. PADsCALE:3/4"=1'-d' SCALE:34"=1'-0" 1 1 SCALE:3/4"=1'-d' 1 N. RONALD REAGAN BLED. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 M/ww.a bdeaigngroup.com AA #: 0003326 W `0 7[ wwa F 4 - lk aveaiv eLOT: ABBOTT PARK LOT #16 BLK, #12 PHASE: 4C P1tOJECT�► 04181.04C-16121 U0aEL: 4EBB "1828-CALI" GARAGE SwixG: RIGHT PAGE: DETAILS 160 MPH EXP. C Rim" 2/04/22 SCALE: 1/4"=1'-0" SKEET S1.1A- DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA M. 0003325 W 4 lay �j �t5 ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECTp 04181.04C-16121 xoaEll 4EBB "1828-CALI" GARAGE 8Wn G: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C DAM 2/04/22 8CAIM 1/4"=1'-0" SUMET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BE VARIES PER ELEV. a 4: gCLEAN OUT REQUIRED ° FOR INSPECTION I. 0'-0" FIN. FLR. TIE ERTICAL REBAR $ - TO HORIZONTAL . REBAR W/10"HOOK BAR SIZE 148 BAR DIA #3 18" h #4 24" #5 30" #6 36' #7 4Z' HORIZONTAUVERTICAL %,� REINFORCING EXT. PORCH SLAB W/ i/7' ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �52 w 8" CMU WALL SEE SLAB SCHEDULE 4" CHAMFER (1 STORY) 6" CHAMFER (2STORY) MATCH STEEL f REINFORCEMENT H PER SCHEDULE SEE SCHEW LE FOR WAD, BAR SIZE AND BAR &AHFFfV I VY Vr SIAtl -4- IOP OF SLAB w. 4 4 BAR SIZE 48 BAR DIA. #3 18" #4 24" 4 a #5 30" Jai 36 6" PVC CHASE THRU FOOTING #7 1 47 MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0' #5 BARS a' a 1'V JfJF CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 agF 21,18lis 1lMBIDIV. & W ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT* 04181.04C-16121 "ODEle 4EBB "1828—CALI" GARAGE 81117NO. RIGHT PAGE: DETAILS 160 MPH . C m 1DRA E: 2/04/22 aA cLE: 1/4"=1'-0" BPMET s1.2-A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER t@ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES ---------- A ---------- i L-------------- -I- -------------- j 81`18 MIN-1T/OM/1B T7'-4" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 , F W qF ��6yyyyy ��5 BVBDIV. to LOT: ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT* 04181.04C-16121 MODELa 4EBB "1828-CALI" GARAGE BMIMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP, C R04:90 A M8WVMCRA AR NO 93723 , DAA,, 2/04 '22 BCALE: 1/4"=1'-0" opmE'1 s2 �O NOF� OJ #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 101' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. ee NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F = FILLED W/ GROUT U = UNFILLED OMINAL /—# OF #5'S, IN 2ND BOND /IDTH BEAM COURSE 16-1 T/1 M/OB NOMINAL—�� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1TAMOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX-1T/OM/013 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XVXX -1 T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- ITMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 31,W a WINDOW Z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 BOND BEAM all ld�l 1#5 TYP."le. � BONDBEAM 8xl6 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR •ti: BOND BEAM 10 GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2)MASONRY LENGTH OF BAR = WIDTH OF OPENING _2. BEAM DESIGNATION OR n 8x8 PRECAST CONCRETE LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS me , PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SI7 E.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PRATOEACH SIDE #5 BAR STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN D7ELEVATION OF BOND BEAM SCALE: 3/4"=l'-O' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.a bdasigngroup.com AA #: 0003325 F 33 SUDDIV. a IJOT ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT 04181.04C-16121 acoaEls 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C NO D 2/04/22 SCALE: 1/4"=1'-0" Si'IEE T S2.1A- M "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH &SOB 16-lT 1r ITM 1T/0B -1T/OB TYPE LENGTH 8/B PLAIN 8/8 SOLID TYPE LENGTH WIT BMB-1T 8l20.1r 8/44-1T ene-1T er32-IT WlB 16-tTn 1Tn 1TMs 1T/1 -1Tns er6-2r eh&2T wo-2r &24.zr Bn62r em2.2T 3' 8" PRECAST 1436 952 3114 4217 5321 6425 7531 3' 8" PRECAST 689 1024 3' 8" PRECAST 1509 3524 4394 5263 6132 7001 2465 6113 8385 7708 9031 10000 1569 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2306 3125 3045 4765 W87 4'-W PRECAST 514 763 4'-0" PRECAST 1363 3060 3615 4570 We 6079 1961 6113 7192 e524 7627 8751 1363 308D 3815 45" 5325 6079 4'-0" PRECAST 819 533 1770 2400 3033 36M 4300 4'-0" PRECAST 398 591 4'-6" PRECAST 1207 2582 3376 4043 4711 5379 1825 T 5743 7547 6752 B541 7686 1207 2707 3375 4043 4711 5379 514. PRECAST 931 1247 low2500 3123 3086 4249 5'j{" PRECAST 411 411 5' 4" PRECAST 1016 1806 2374 2044 3613 4084 1319 44W 7190 7342 5780 8259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3397 1161 3693 5877 6036 664e 6778 929 2DB0 2593 3107 36M 4133 6' 6' PRECAST 692 1139 3227 3031 3707 4383 6081 8'$" PRECAST 410 721 6'$" PRECAST 835 1201 15M 19M 2332 2709 1139 3227 4598 7064 10000 8e26 895 IBM 2329 2790 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 7'-0" PRECAST 303 534 T-6" PRECAST 716 9D0 1181 1462 1743 2025 r93e 2498 3408 4864 7067 6472 727 1624 2025 2428 2827 3228 9' 4" PRECAST 428 6n 1693 2204 2481 2818 2821 9'�" PRECAST 192 384 9' 4" PRECAST 1 454 NO 767 948 1129 1310 839 1874 2298 3081 4099 4899 572 1318 1843 1989 2164 2619 10 6" PRECAST 388 487 1247 1767 1904 2163 2028 10' 8" PRECAST 151 301 10' 6' PRECAST 350 488 612 766 899 1042 S60 1407 1897 2781 3222 3784 604 1180 1472 1763 1710 1989 11W PRECAST 330 544 1312 1742 2262 2888 3630 11' 4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 644 1312 1742 2252 2888 3562 408 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1696 2048 26M 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 386 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1660 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 2596 13' 4" PRECAST 82 298 13'�" PRECAST 308 303 393 484 675 645 414 1045 1365 1732 2316 2606 396 780 1067 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1e06 19e8 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 279 278 360 443 626 609 3� 978 1272 leas 1960 23ee 378 717 961 1192 975 1139 14'-r PRESTRESSED N.R. NR NR NR NR NR NR 14W PRESTRESSED N.R. 283 14W PRESTRESSED 239 422 500 on 746 855 458 1079 1420 1824 2277 2712 240 863 980 1237 1474 1715 1w41 PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 16-4' PRESTRESSED 224 387 464 574 884 793 412 1014 1340 1703 2118 2513 230 616 9D8 1134 1353 1672 1T�P PRESTRESSED N.R. NR NR NR NR NR NR 1Tri" PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 326 365 451 587 680 300 850 1121 1413 1739 2047 192 506 72D sot 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 16.2 266 348 430 613 50 235 736 959 12W 1467 1716 1e6 429 623 803 950 1096 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21,-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 361 454 627 180 596 833 1038 1168 1468 142 373 537 690 818 943 27-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-W PRESTRESSED 137 226 200 369 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 2,45 302 360 418 129 450 654 824 1014 1147 124 319 456 j 581 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED LOAD TABLES" SY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PER MANUFACTURES SPECIFICATIONS - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-77445078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 A I stmDrv. acABBOTT PARK LOT #16 EILK. #12 PHASE: 4C ROJECT 04181.041-16121 "010a c 4EBB "1828-CALI" GARAGE 9110MG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH E . C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJ1 —p — --n--m— I J7 p CJt I DJ3 = a u n iC I n n u u n n n n n n n x a C'4 q q q q N N ATTACH 4'-a'LONG 2x SCAB TO q 0 UJ5 L TRUSS W/ I Od NAILS 0 6" O.C. n n II II II a ===e CJ5 I' I I ry (u" FROM EA. END) a " 8 II e g I I 6 1 I aaaaaa aaaacaaaa=�a�a�a :�:a�a:1a=�- aa=aoa=ate= Z a=:a A =seaa: U a® oI I a .. I= _ o� O PREfM AT D _ TRUSBEB e 'MAX I II I O O 4 iA - - � O .a>®ao®aa.aa�.a�a Q Z Z¢ 01 ®m 0m I I I U ��af�taa�Y nf-�a_e!R®a�aoX II m=a i a:s. I :0m O O mb .v. mamma 0@ s®f m a®m ae® m Z ��Q O U 3.1 c a�aaaem�a®ez�aa�s I I aaa=zema��e�aaa�.a®a I I I 17E, I I I a�6aa:a _ xa:aass=�= s�ss�:e�sasa�a®s I I I a�m-a �a®��maaia�taamva I I I i22"x5e I ATTIC .sa L: CC�ES�S asa�83 I I I A11 'max— A13 zIA FRAMING PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA N: 0003325 R Gi m uQa QS� Q� OEM. Ae L+OT ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C [PROJUCT# 04181.04C-16121 MODZIU 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C DAI"PaTE" 2/04/22 SCALE: 1/4"=1' —0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{t) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 i' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO e{2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOfNVALl1FLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2' x 4, TRUSS AND (4)1/4" x 2 1/4" (12) 16d x 1 �' NAILS TO TRUSS SHEATHING (9) 10d x 1 �' NAILS TO 6", 8" x 4'-U' MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{i) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6'. 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, Y HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. WITH (12)16d x 3" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO LONGWOOD, FL 32760 ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH: 407-774-6078 FAX 407-7744078 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) t' x 5" TITEN HD TO CMU AND (12) BOB CONT POURED LINTEL www.abdesigngroup.com SEE ARCHITECTURAL SE 2x SECURED W/ (3) t6d d' x 2" TO GIRDER AA #: 0003326 GALV. COMMON NAILS. ENGINEERED WOOD e{1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES C 24" O/C, (2) }'x 5" TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SE 2x WOOD FASCIA 12' O/C FOR REVIEW SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3) 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }'x 57ITEN HD TO CMU AND (18) SDS }" x 3" lx2 SECURED W/10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8865 LBS (2 PLY MIN.) REPAIR OF MULTIPLE 1a 1b 1c TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE 3/4""°' 2a 2b 2c TYPICAL ROOF 3 SCALE:34"=1'-0" GIRDER CONNECTOR(S) SCALE 34"=1'-0" 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3) 12d ® EA TRUSSES WHERE TRUSS(DIAG BRACE TO W �0 o a a o P L N - W/ 10dz1/2 HOG NAILS W EACH END. TOTAL OF 10 FLOOR X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-(Y" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER 6a MAX WlX4 (1) "X" BRACE CENTER TO BILK W/ 1/Y' DIA. OR lU' ' MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" * FROM CENTER TO END. WASHER SET IN HIGH PE ELEVATION lx4 DIAGONAL 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED, AT 32' OC MAX' IA W PRE-ENG FLOOR TRUSS BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 218 F" 518" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD BRACING, SEE PLAN FOR LOCATION u u MAY NOT BE P,T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX Q SECURE TRUSS TO TOP PLATE w/ (2) a REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS - t EACH TRUSS TO BE INSTALLED T E I S DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. 7" EMBEDMENT WOOD ROOF TRUSSES 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18)16d x 2-12" NAILS TO POST., POST TO ITDIRECTLY P7 Z SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM, PLATE TO P PROVIDE DBL TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 12' O/C STAGGERED. ADDITIONAL METAL 12" GYP. WL. SO. ° Via• 1..° < 1x4 BTM. CHORD BRACING 94" 0/C END WALL OR OTHER CONNECTORS NOT • MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF MAXSECURED REQUIRED WHEN NO UPLIFT IS PRESENT. • f ;• . 4. 10'-0" O/C W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. gTM. CHORD BRACING WALL W/ GABLE END O• c V &BLOCK GIRDER/WOOD POST CONNECTIONS SCALE: 3l4"=1'-0" SCALE: 3/4"=T-0" PRE-ENG D TRUSS - 5 FLOOR TRUSS CONNECTION @ L.B.W. -F BDA`E 14'1=10.. (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D P HOLE EDGE >5re" HOLE DIAMETER USED SO LONG AS THEY CONFORM TO THE FOLLOWING 9tmDm & TAT. ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT# 04181.04C-16121 HODE14 4EBB "1828—CALI" GARAGE SIRIJG: RIGHT PAGE: DETAILS 160 MPH EXP. C <2/5 D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS HOLE EDGE >5/8" EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE01 A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2rA.7 SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D DBL. STUD AR NO W71 DA•. 2/04/22 STUD NOTCHING AND BORING LIMITS ALTERNATE MATERIALS 11 scALE:3a"=1'-0" sCATLZ: 1/4"=V-0" 8*1m= � SCALE i 1YY'=1'-0" i L S3.1A NAIL SHEATHING TO LADDER EDGE PER SCHEDULE 2X4 CONT LADDER EDGE 2X4 LADDER AT 16'O/C W/(2) 16d NAILS 8" OIC TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'-0" TO 301-0" (1) "X" BRACE 2x SUB -BAND 30'-1" TO 60'-0 (3)'7N BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER STIFFBACK AT ALL (2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10" HIGH FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE — "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) t6d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's Ig MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE �-� GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:34"=''-a PRE-ENGINEERED VALLEY TRUSS CONNECTION G / SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O SHEATHING SEAMS) (BLOCKING TRUSS (TYP) PRE-ENG'D WOODO.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL i"J. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngrouD.dom L AA M 0003328 h o Gay � raj � �µ 14 as �� [PIRO VHDIV. de LOT:BBOTT PARK OT #16 BLK. #12 PHASE: 4C JECT* 04181.04C-16121 MODEL: 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C oa DAM 2/04/22 SCALE: 1/4"=1'-0" SIKEET S3.1B ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 5270 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79,80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (7180) "A"= 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 12" 0.131 71667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 HAY I tH UH IHUJJ ROOF SHEATHING EXTERIOR SHEATHING Z = USE 12" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" IT 9 0 O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED I PER MANUR SPECS.)SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 20, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Bd RING SHANK GUN NAILS 0 d 0 C. TOP 4 BOTTOM EDGES _� T N 1% D 8v NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING Q 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING �#8 Z' DECK SCREWS @ 6"-8" O.C. MAX 0 EDGES & 1Z' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING -\ TYR 3/4' 1&G SUB -FLOUR UECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. M AMMIMAGGREGATE SIZE SHALL BE 3/4. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ONIROUND WHERE INDICATED ON CRIPPLERS, SILLS,ETC., SHALL BE SOUTHERN PI HE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES RATEDSHALL BE TO RETENTION LEVELS OF 0.25 PCIE OF A BORATE PRESERVATIVE UM FORM -WORK: CORROBORATETETTRAHEDRAL (DO ). WOOD FORS RUCTURALL USE THAT SHALL BE TREATEDRT FOR ANY FORM -NARK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN WOF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYPVI UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE NECESSARY WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. ADDITION OF SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/A1084M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL DIM ALL VERIFY V NSIONS PRIOR E E REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND MANUFACTURED FROM STEEL TO NARK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 A E A, A A MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DEFORMED GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTEDAAMO TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-noncon—con REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" N8 BAR - 36' WOOD TRUSSES. 10 DST BTM CHORD-non<oncurteM #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 TOP CHORD 20 psf TOP CHORD P f SHINGLES) (7 psf psf GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MNo BTM CHORD 10 psf BTM CHORD 5 psf BTM CHORD 5 P THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WIND UPLIFT: tOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC 020) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED BIT ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS' 200pBf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BV THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH ELEVATIONS DIMENSIONS, ETC. Q ' DI ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. A RO STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED OF REPRODUCIBLE SEPIAS PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY MATH IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN L SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED WI A SLUMP OF 8" TO 10', USE ONLY MECHANICALVIBRATION ON TO CONSOLIDATE GROUT FOUNDATION/ SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 DST, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557- TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM Y REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-V2PFORNSANDSMWLLER 2PFOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-112PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE S__ REMPAKB APPLICATION SIZE ttPE SPAONG REMARKS -PTFLRRINGTO MPSONRY/OONC CASE HAEOENEDCOtlL NPIL—LONG. SOIL OARPGE DOOR SUCK TO MASOFRv/OgVO 1/Y dA NOWASHER TAPOpV MA9ClgY FASTENEE EMBED. d'END q3T., ST. BOO. PL. E%T. DOCRS 648E IURCENEDODIL B"QC W1NO3Wro00W FASTENED ODDRBW( BpA OR IS"Q (--A) EMBED LEND PST., txPT, SEE NOTES NWLt 1?LOAD . 3 AOGEiED INTO MASOMY�Op1C. TARAGE OMASOMiYIO_MK WWAElfR FXPM181gJ80.T N"OC (1!Y'gA) 3"EDGEgST. vdND .— CASEHARDEN-Ool B"o/c tMNDOWID00Po FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING rx PT, SEE NOTES NNL11/["LONG. aDDERED INTO— MAsoNRv rcoNc REQUIREMENTS EXi. SING DOOR ().,—Atl?EMBED, S END. BJ(. .ET. SEE NOlEB NOWASHER FASTNER 16"� DIST., 'lZ'EDOEpeT. h N°O1N Dt36°PAFxZ Ire° d°Eno pST.,114' PTTO STEEL Dq.., SEE NMWgSH£R EgST. NOTES 9TAOGE NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A MOD DOOR FRAME. lx MEMBERS ARE HAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 'i TzFTyy a lie IPR tJBDM « LOT:BBOTT PARK OT #16 BLK. #12 PHASE:4C OJZCT# 04181.04C-16121 MODEIt 4EBB "1828—CALI" GARAGIC 8WING: RIGHT PAGffi: DETAILS 160 MPH EXP. C A. L AR NO 93723 DA 2/04/22 8CA M: 1/4"=1'-0" 8*1m= sN1 A KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS HialOLLWOdI AYP4ldX:, Nt4Npx YE.weD 4!a DeaaxkDrOCMLvMNMC f CMMfNlMfWNK pF9,.t0fN WaL 511{GNN®ffsDEMTNL plAp'�i,PRa94R'�TeW�.vNa�Nw� NAEPADWc1AN[MTKryD TOAS,MilNnawWLNMITuiAF80.R FVEDONFBiM.Ell6„ vrt6eoxoeDw,.6Allaaw,w rvT,e pu<wamot. 1. OW WNPMEMfl! 9Ff MrND9WgNNGTN8df6Ei Mcc LaMOONfO eawD'�N�nauLE evA,N.aPANwmaoAr w•. u•.,r Axo.swrt ee«PaD TM.iNM'A!oAavNrt Di ��a.,�e w«°�u*a�`a. i°:f �x ,. 1,aM10. wfA.MNN. CNb,W STNx:,,MttxNCME. fNW N¢v NO •. WpOPfMIW CdYaeWerha ATdO6eMEJA6iMit FORtK 9Cf�F FS&NLLeEOflENRefOMi¢CAPr'�ortN�ii,VrMTN&W NO arwcrux Aro!Em awaa!ziaioFmE Asitrs*oa excrfe¢a carom ioarxe P,la6Gc. ,aDFAfu• .PNNaE.cM?t59aDYfDfamicw «ixf¢tM M a. wALLa66tEY,MNwNMTa�YMBi�WA4�rnc.Gq,OlcllE AW,IW65wIrt ANDKLE4eDAlspWf N oONEA aaail. siMC ixYAAdMOPdNDt 81W1. M D«a W A[LgaNFElxRiaMNN1tK1!R ai!nCN,x t rf FLOIOa !NA&MO LmC YMSxWAF T1e1aNJAGRwBN'A amu�z�iun�mea efraN�eeaeie�,Tn�sNs�v rx6 mAnxa N lNEEDExanRdd, nedeiEneDAAcxrtfcl Pa sw.0 cuMfEn W AcctMtNx mmrNF omAurt tmWo' E_ Raftd®A baDNLLWE ttsca�AFE�A }PfP� EWWMT,F W�FEp�ntMAf a eCNEP.4.eCWae[r!. N Nai�mN b: fur. rGNAUL6p •bIWC 6�Nn.aWir-pa'aW4 6r�naMi,c�lnicamY.af� r�'xD �sDAOEACIxoua YN. uYCANAUIMN�WOUGTBAfANMY,&AN6NWVFALiV60ffg4 .xD ref o nmE+um'xv s w ui emeED r a�sE! amercv,or z, r,se DESIGN PRESSURE (PSF) RATING AT 10' SPAN (NOTE 2) VMTI&MRYIl6 fMTAMATYMfATxfD (f9,IORi) Od619e I1MaaIleL (PRf1Md NOR11 N6TI116dAA4 NONAdiKAJ N&TId II!dPa tY lltll!IL • fNa ,a. oC! fala faHn IAid, / ,-0we6 aaE)/-aa! N7 x/+ �-G Ywfl / ,-41Nt6 H6)/-M N% N/A ,Y lAgf a rtLL4aM M0' °� ,oam sorrrt r4lG / ,il,eA6 atf)/-xT aN aN ,-pW WP / ,-dFniQ. .M!/-fdT a,9 xo. a4.w aanm �� ,•TnfpA9. / a.d,Neo. •AL11-FO ate OVAi'Feoafas�MrEaeaa fa ,a) d,em ewi, r vac p6o ®! i iwmm EIIAAdI m!!'dM ? TIf iUYM dtlDla Mil 16a M1pN80x W M MEW IAfSifi tYOY1M W i�Dv.E,wm w�6& ea we A&aE. xort n >u xAxT z v o aa, PArwAio a ,r, ,r. ,.• w ,r. a Na,s ! no • iaa swag ts,N x6rAVAEda Pd ,Awnoao rMxpc oNAEaao, Aw D,FNwa pa atotWc,aN >Q tNEt a mA mnmlox Mwa DP RATINGS AT VARIOUS SPANS 9lIdfIR89R!$!8; t. iAVE1r9TN6i6PAN51 I.t. Ir# WeFKUltdICFMdlEGTdWS fMO'MNON9NEfl8 iMD•pE%CI fNGLE 8P WB FOftEAN:COXSi11UCRON W'TRVfLIWODEMMWG INUi!fA �iim�crfauv.�6xw+cc�f�wrwAlwNs� vt �r �foE6No. T�uar fA61ENEAIaDW6A6NTd Aftl6MN/6,11&F/YAwnTANEO. T]. BEF TAIEdl TNBENEfTiW BPANS Of Ia', 1>'. 1].)1'u'AHC,E. ]. HNTAL:ARON FAEfENENB ll, iA81ENDaEN:L �ixE ttPF-&IE EWEUMEtii MC EDCE dBiANGE Yt3fIW MEAEW fpAEEBPFCIIVE W69iMTE. BU FASIENEx6C1!FD'J,E TNfd p!TNt -.. 1WM(IYEW£01HNTEJILIW? nAM F WNE&IMCW dNGEOT NOt IIM!TEO TO WUSa P:v11E EaCA3t,EEa A,C &aNNar.EOfE.d6rANLEa SxKLN 8„CN TO PA6YfNTDECPKT<NOOf StN81 MTE WTENAE -1 ASIENE¢LEWh8ex06HNlNE,88TAL.AtgNOETALEODNO, sAta WTLf AGCOYM1T YfFLLf WElaB. WAIL iEV6N1NrAVESEBNfU BEAMEGTOT4 PEdaaO fAETCNCgLENOTHa eEE fAStENFaeCNEMf. TAPE dt THE t W SET. _ PE eNMt AAK t.MroENW apaeTWTTNI cORA0a0a'AESn,AMA 1faa15COlaAYAILE Nt}x1NF SUEBTMTEIKIEIALl. FASTENER SCHEDULE nett alNa,u . xe°XO�m,a. ,/,. -xr ,tr wA +/•- . N A v,t•.aw Idcd p . Y +N soap wax 0A A . Y M Tawa lone. EDAa ,-T/Y !/6' !,.mwr bafnr a& aMAA¢ xa�i i aw�.em�ia ,tePMaWa aeEwE wN�EWxdalla �6.zE �"E xN�+vr' oaeof'o`�MPn,�".ao ♦p WL TABLE OF CONTENT sat otszlPl,a, mlOea ,NTM, ewaNW!R AtdNi, saert, wN,AE z Aalx„an, aom No a A•tnm Ar V,Aow Nve FmwAtW ,6Tsu, rx,rEnv Eaa,acm+ • .sTNu1Nx MTAM, o+Wxxo axnWrtmN Wsd,lAT,oN MrPbs • IN,cxa, E aomr r&dAE dxfam Avo.Aew dd&a / .dt DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS Ir nME4eM0/N0.0609011Df0AtT ll/1t6�RiLL �. VBrt LCa/N0.®IV6tl® NSMLU,tWFI MTA6EAlNAMP Ia>itlx f11p&w IIISTAW118N M WATIIEti ! Ii,itl•Ia afP6Nl -'W alaTS sal "'�:61.i 1 i— sitar _ eac«a dE A- t6> 46I, i Ye aac«daE ! ) A&C I %.t .ws 6a0 dAc—" Sit Sid EaC«OLE 53.6 100 M_____.____.•._.___..... A4< SSb � �9?6 AdC 34.4 __... 500 LL1S a&C«0&C %7 >4,6 &6 Cerk&E 52.i -4t1 M _- Ea<«OaC A&C n6 i)4 ��''��'d��t��.9 1111, 6&C«O&E A�&c 41.6 �8 M 116C«D&E 41l -N.6 M fdc«vzl 417 -!>3 ).499 as 1. 1/2" J-CHANNEL/TRIM 1 ViNYL (No. 1100) 25-M q22 I-12 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TR#4 SCHEDULE VINYL SOFFIT NIEL FASCIA SERIES ,FCHA 12' TFIPLE 4 SOLID NO. 0023 Saw soF 12' TRIPLE 4 FULL-0-VENT 1/2" J-CKANNEL 4' FASCIA ND. 0622 VENTED wm ALUMINUM SOFM NO. 1100 NO. 9700 12" TRIPLE 4 FULL-O-VENT ECO W. 0639 VEWO SOFM BILL OF MATERIALS Is� artsi ro . x• «dew from sA1rtx - Eo . au tAx rA,oO rz x Y dENaw soro Nod - >r . 0.N Aam o4,N. slm ® TRIM NAIL INSTALLED THROUGH FASCIA 0 18' O.C. MAX © STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS FASCIA,/J-CHP ! MAX DETAIL A FASCIA O STAPLES INSTALLED 12- O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL 0 12- O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS C STAPLES INSTALLED - THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT iO HEM AND IN VALLEYS STAPLES INSTALLED 12.O.C. MAX (INTO NNEL© &WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN TAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 08X3' WOOD SCREW OR APPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MA2(. O.C. J' MAX.,IItt- DETAIL D O STAPL INSTALLED ALL D J-CHANNEL AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS C th DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO FRAMING TRUSS/JOI / BY OTHER EMB. 'HANNEL O3 v DETAIL B J-CHANNEL FASCIA © BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24. O.C. INTO THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 0 11 1 X2 WOOD BATTEN / 2%2 WOOD BATTEN / O SOFFIT NSTALLATIONSCREW, G.LCHANNEL--' BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. jjjjTAPLES INSTALLED 0 DETAIL C 12" O.C. MAX (INTO 7 WOOD)INJ-CHANNEL J-CHANNEL gSLOT OR T-NAIL ® 12" O.C. MAX (INTO CONCRETE/MASONRY) .,— CONCRETE/CMU OR WOOD (NOTE 1) BY OTHER 21/4" EMB. NSTALLATION SCREW, BATTEN ATTCHMENT O FASTENER SPACED 24' 9 MAX O.C. TAPLES INSTALLED 12" O.C. MAX (INTO WOOD) IN J-CHANNEL — 6 SLOT OR T-NAIL III Ir 8 O C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1. MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' SPAN'L' SAVE WIDTH FEAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) - CONCRETE; CMU OR WOODAlmll (NOTE:l) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'S' SEE DETAIL'D' SE--- (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL Q WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END OVAL A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 t � m v v'� KUL A 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 A4P 1C'�L11 aJ V^IT V V EMLA 12" TRIPLE 4 FULL-0—VENT SOFFIT ECO — VINYL — NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774 3078 FAX 407-774-4078 www.abdoslgngroup.00m AA #: 0003326 I (A i O >sLTHDIV. do LIOT: ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT# 04181.04C-16121 HODEL- 4EBB "1828-CALI" GARAGE 8r/INO: RIGHT PAOE: SOFFIT DETAILS 160 MPH ER. C %. BAR AID A AB 3723 CRA� NO 93723 DATE: 2/04/22 SCALE: 1/4"=1'-0" SKEET D 1 IV L7 GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG. 1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. t VENTING TO OUTSIDE OF FASCIA EAVE SHIM HARDIESOFFITO (WOOD) VENTED PANEL SUBFASCIA SIDING FIGURE 2 MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER FRAMING MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA MEMBER PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." LEAVE APPROPRIATE GAP AND CAULK FRAMING MEMBER t5A I I MN NG ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT ,a 0 °I I° I 1" FROM END OF SOFFIT ° I 3/8" FROM END ° I I OF SOFFIT I I FIGURE 4 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT [BUBDIV. & LOT: ABBOTT PARK LOT #16 BLK. #12 PHASE: 4C PROJECT* 0418t.04C-16121 >t[oaEia 4EBB "1828-CALI" GARAGE BV"KG: RIGHT PAGE SOFFIT DETAILS 160 MPH EXP. C 0 n N es s L