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HomeMy WebLinkAbout7476 Sail Clover Ln99 -99 1828-4EBB-CALI HOMES 12602 TELECOM DRIVE, TAMPA, EL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 ' 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 -VUMA Bug=0 c=& �p �A F mm •AU LOCAL An ST► S CODER :OCCUPANCY - RE$[DENiIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. BiTERIOR FINLSH — CLASS B •BASIC IMD SPEED - Vult=160 MPH Vesd=124 MPH -EXPOSURE - C -I—STORY RESIDENCE — -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV. ABOVE LAV, LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALT. ALTERNATE MFR. MEANUFACTURE'R` AMP AMPERAGE MIN. MINIMUM BD. BOARD M.T. MEfAI.THRFSHOLD CL CENTERLINE MT D MOUNTED CAB. CABINET MTL. METAL CLO. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PI. PROPERTY LINE CT. CERAMIC TEE PR PHONe D. DRYER PLT. PLATE DBL DOUBLE PLYWD. PLYWOOD D.G DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER D,SP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL G DOOR REF REFRIGERATOR D.S DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D W. DISHWASHER S.C. SOLIDCOREEXTDR EA EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.IT SINGLE HUNG EQ. EQUAL SLIT. SHEET EXH. EXHAUST SHTHG SHEATHING EXT. EXTERIOR SHWR. SHOWER FG./FX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL.. SLIDING NDARDAS9 FLU. FLOOR STD. STANDARD FLUDR. FLUORESCENT SWS SHEAR WALL FTG� FOOTING TEMP TEMPEERREDGLASS GA GAUGE THK THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS U.N. TYPICAL GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED HB HOSE BIB OTHERWISE H.C. HEADER CORE V.P. VAPOR PROOF HOT HEADER W. WASHER HOT. OR Hf HEIGHT W/ WITHclrv, INSUL. INSULATIONWD. WOOD INT. INTERIOR WOW. WINDOW W WATER HEATER W.I. WROUGHT IRON DATE DMRYI'WN (, CD� ISSUED ARCHITECTURAL SHEET DESCRIPTION VV" WnOuoDATE PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl —DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS Downs COT6RE•188UED IM/AAe SIONSELEVATIONGADM 03n6M CD�b RE•I881JED 04/" FootL(GIIIEV ioNFT�¢Moa:Ee ° CDs RE'LiBUED 02/I1011 ADDED CWRBLESSF001ERATGAR" DETAL(FORrKrM Ob22/IB PLANMANTENAWCE 03RMB REYMED LNTEL SUP AT FRONT ENTRY DOOR ' STATE OF FLORIDA PROFESSIONAL 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 ( ) �,1 S .P 1. C /� S I I �IAW Li 04R4n9 ADDED ADDttIONAL RECEPTACLE N GARAGE PER WILL BAT'60N MELEU DIRMI9 REVISED M/AC VnUIMEB (N BOFr CALL B(IE DUE (p�ELBI LIVING 1628 f5a FT. GARAGE 430 60. FT- ENTRY 16 sa FT. L"""' TOTAL 23626QFT � VV®j� I✓[1�p1� WITH p �R�j a A , DES FLORIDA IDA S1 !Ii DINjG 00 EVq'`rN TIO I v7L V ( /1 NA v ' /E9 ,� TFiE� ElE'G'�21C CODE �( ^�F(�+`pry [ND /� d', d�" DINAN @ �HILt S V�y� A r RE !/1�U! VIEW DATA ®2 2022 CITY OF ZEPN ii ' ijR.- 1�"'---------- PLAN EXAMINER OVUM ADDED 'EXTERIOR MONO DEEP FOOTEW DETAIL D/SI.IA (ORU OL:nvls ADDED LED L&4% • KITCI#N 4 SATIN PER MARK BOLES OVFLB ADDED STONE OPTION ELEVATICN C 4 D (TAMPA) VVIM ELEVATON'6'SIDW.-ADDEDLOUVER•GABLEROOF LDR5n8 ADDED CPT.6'•0' CEILING I•EK!(TS OV" REPLACE UBP CONLECTORS UATN SPIP6CN C124 ECTORB � " �V'� ENJCAVENT RADON PLAN DIMENSIONS 04/0NO 1 OPT. S''O' MA 14T.• ADDED LED LIGHT INFOYER 0410M0 OPT. W-O' CLG. HGr. ELEVATION 'C'- REVISED HEIGHT OF ARCHWY gWft4O ADDED ELEVATXAB •L• l M' (OR.) STRUCTURAL SHEET DESCRIPTION OlnS/70 ADDED ELEVATION6 TMG'-T'Li'-r'B' (ORU 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.SA-DETAILS PG S2.2A—SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.IA—DETAILS PG S3.SB-DETAILS PG SN1—DETAILS PG SDI -SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSURES 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. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAXES 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. �olr�I FEcuPoalE ma(oxtl ADDEDea�FIIrDEralLs 04A6/JI ADDED ELEVAT�'N' n '0' (OIL) 64rMI ADDED STONE OPTION ELEVATION TY RIELSOURNE) VWWI ADDED ELEVATION6'P` A 'a (Oft) OS/FUII ADDED DEN OPT. (TAMPA A FT MYERb) W 02I ADDED20'FOOTER OPTION(TAMPA) U62m ADDFRENCHDOOROPnoN 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abc!"Wrigroup.com AA #: 0003325 1 IL OUBDM ac LOT: ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJXCT* 04181.04C-08141 uoaste 4EBB "1828—CALI" GARAGZ 8WING: LEFT 1P COVER SHEET 160 MPH EXR C F' M 02/07/2244 ALTC: 1/4"=1'-C" CET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (202)). 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 13301.2.1.2. 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 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 UNTILPERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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. NAND 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 13B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M INCHES THICK, OR 2D•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 R302.8: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2-INCH GYPSUMBOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5 -INCH GYPSUM BOARD OR EQUIVALENT. SITEwoR( 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 HEREIMSEE 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 b 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. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR T TAKE E MUST MEASURES TO CONTROL SOIL EROSIONAS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. 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 OFTHE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TOTHE 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: 1. 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 SHALLCOMPLY NTH CHAPTER 8. WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUMAREA 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 0' PVC (SCHEDULE 40), INSULATED WITH 6 "AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE NTH 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 P3D05.2. 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 O FBCR SECTION P2603.2. 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 FNISNES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, V 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-C1063-19a & 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-Cl063-19a 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 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2 ' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" 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 ICONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS /CONTRACTORS 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 TOBE 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, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdealgngmup.com AA #: 0003325 £ m IL O B1 mp uy S� cl sunDIV. & LrOT: ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJECTt(f 04181.04C-08141 woozLe 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C Dw1 g 02/07/22 SCALM.- 1/4"=1'-0" E*KX= GN t +i- fcl-15=1 i - i - 0 - i o - I i - � O � 0 � ' • � I :II' /1, OLIO --'+- _ __.0:1/////I:p i - i O i - i - - \ - i 0 01' li 5 .ii i of - i ® ii r wDOLLARD O i AS RECL o iPER BLDG iCODEGUME t_ ■ i i p ■ i / 0' i O ME ME i 1 olLLU. mill FLOOR PLAN E: 1/4' " V-0' SQ.FT. CAM'S LIVING 1828 SQ. FT. GARAGE 430 80. FT. ENTRY 16 Iba FT. LANAI "so FT. TOTAL 2362 SO. FT. COIPOIBIf AID OLADOIIO WID LOADt & IDWIDMOONFORt410 DOO/'QI NDWEMN. Po WE W/ IWNMD WIB IIEWRIII WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWIW3 18 5 33/-43 DR MIN. CRITERIA S,G.D. / FRDR 43 5 303/-38,4 MN. CRITERIA 16010 O.HD. 112 5 28.2/-315 12'x12' SOFFIT 1 5 313/-4'SS BASIC WIND SPEED MPH — 160 (Volt) 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. OONIROL.OAW! 0ywr C TOP PLATE 9 M BAR DETAIL HDR. DTL. A E: 1/2'•I'-0' B SCALE: V2 I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE, -2-8 LOIN. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR UV RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdeslgngroup.mm AA #: 0003325 fra IL WIN I loll IN I b SUDDIV ae LW01% ABBOTT PARK LOT #8 BILK #14 PHASE 4C P1t0JECT111 04181.04C-08141 NODZI .l 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH E) P, C DATM 02/07/22 SCALE: 1/4"=1'-0" S/im= Al REAOF ATTIC = 23E4 SO, FT. NET FREE VENTILATION AREA REOUIRFD = V No REQUIREDVENTIIATION AREA = 2M4/30D 7M VENTILATION AREA X SQ. INDRS PER FT. (144) = 1134.72 Sq IN. MN. REQUIREDVENNIATION = SX 1134.72 IN UPPER PORTION OFATtIC EQUAL EQUAL EQUAL EQUAL TO CONTROL JOINT TO CONTROL JOINT TO CONTROL JOINT' TO CONTROL JOIN sv3ESQ'IN' +/-IB'-4' BLDG. NGT.IA---_-_-_ _-_-_-_ OFF NDGEVEPIRUTONAREA i15PERVEM i %736 1115 /I15 TALSOF VENTS REQUIRED 493357 - I ALtlOF VENTS PROVIDED 5 SHINGLE ROOF � AREAaATTIC L5TNE PEPINETEp OF THE HOIAE,lESS THE OVERHANG 6 OFF RIDGE VENT D WOROFWALLTOwsioROFWA NOOVERHANGSINO.UDED DECORATIVE } 12 4' FRIEZE FOAM DRAIN 6 BAND e O TILER A 6' RAISED 9 BAND ITYPJ 16 I T® I B 8' -0" BR's. HG7. _ — _ — _ — _ — _ — _ — _ _ — _ — _ _ _ 8'-0' BRG. HGT. S'-0' BR... HGT. 8'-0' BRG. HGT. OPT.COAC44 M iw=Qu ' mvE I I I P.O. - EQUIVALENT 9 r mSwuTTEft OR m l 4D a iTT. I i m iD TYP. Ii I a 4' RAISED I I BANDITYPI � FIN. FLR. _ _ -- -- _-- --_------—'�0—� FINFLR. 01-01 FIN•FLP-,b I I - ----------------------- - '�0� 0 FIN.FLR. FRONT ELEVATION REAR ELEVATION SCALE. 1/4 • 1'-0' TEXTLWED FINISH SCALE, 1/4 . I'-& TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER MWR R103.4 OFF RIDGE VENT OFF RIDGE VENt I 6 I T. - - DECO. DTL. 0 0'-0' FIN. FLR�, - �0'-0' FIN. FLR LEFT ELEVATION SCALE: V4 • 1'-®' TEXTURED FINISH OFF RIDGE VENT OPP RIDGE VENT &'-0E - - - - - - - - - - - - m F-1 0'-O' FIN. FLRy, RIGHT ELEVATION SCALE, V4 • I'-m' TEXTURED FINISH m FIN. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdoeigngtoup.com #: 0..0 e E����� MIUMIDIV. & Lo1r. ABBOTT PARK LOT #8 BLK #14 PHASE 4C PltOJECT# 04181.04C-08141 3dooz t 4EBB "1828-CALI" GAltAGE 8WING: LEFT PAGE: ELEVATION "C" 160 MPH EXP. C mm. 02/07/22 awTE: sCP.=: 1/4"=1'-0" sHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� a9v OUTLET w AMP Some ROLE EOV OUTLET W al"T In w OUMU =a* TO RDTCN OF] Wv OUTLET EpuqD 0000 `Ali scrmwm m fTAT'PO! NUOTANT TYPE) 220V f2UTT.ET f4)LURE antacnON u�WCt. WTMW4WCF GMUC FAULT OUTLET IIaSEISIPTe1E SUTCw UATCH S-WAY OPEN �4 MIITGIN 4-UNT OPEN �-o WLIA NOIFNim WUO Ja caluwcb Llawr Q LED C4.0 LDMT LED VAPOR Qvp FROM LIGHT O Vp VAPOR FIGOF LOW OI�S[D C,NN eYIP. FAN 1 a" PER Ea FT. ~. FIN ISLkWT 1 ON PR E4 FT. 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FTJDN•smaN FaR-wrm UM PORT ' LOCATION OF TV JACKS J MHOHN CUTLWM 4 RAINS TO DE VERPID • HCMEO"M P16-m"Tm=,nON Mi lw& • ALL S A 20 AMP BRANCH CIIiCLr* TO SE AMC FAULT PROTECTED PM ELECTRICAL P'ROVISION6 OF M= 'TT41 EDITION f4rJI) ° NEG 2NJT 2/n EDIT101 • 20 AMP DEDICATED LAUNDRY WRCIET. • GFI • ISLAND MDT ON KITC " MAT) • DRH4ASNIE DSCOFNECT TO IE LOOKOUT N PANEL • SATMNOOT EXMA07 FAN TO NAVE MK CAPACITY OF MDd M� PERK 6ION6 Q 88EEMOON • LAUNDRY ROCM AND DWS41MtR IE[CEPTACLE DNALL W OICUD PAULT CIICUR•NTEI %UPMFt PROTECTION FOR PERIM"EL ON FEEDM • WNBKS METHOD SHALL IE NON MALLIC CABLE PER ELEOTRK PROVSION6 OF PICR TrN eo (2=01 • ALL LO K TO COF'PLY IUTM ELECTRICAL. PROv*O* OF THE FIOS MH pD 2Sft Tym ME FIELD VERIFY LOG. OPT. --------------- COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' ° F-WD MTD. LIGHT TO 15E INSTALLED, PROVIDE J"BOX FOR OPT. FAN I I � I I 1 i ® I i I i 1-2 1 LED LIGHTING Cap DOUBLE LAV. BATH 01 I v V- LED LIGHTING Cap SINGLE LAV. BATH 4 150 AMP ELECTRICAL RISER NOT TO SCALE. OOMSNATION DIeNCS 00 AMP DRCOME(CT SUTCw AND 20440 VOLT domi"L NOTM M ELECTRIC YSTER N I P14AM A. NJECTRICAL MATMEALS AND MTAL)-ATIONS SHALL HIMA SR INCLOam mo CO?'TI"Y WITw ELECTRICAL PROVSIOW OF TWE lECR 7Tw PANEL IDd�L1IEi@LLOCAL CODED NO ALL LOCAL POWIt COMPANY FWALMERINM S0M1P S. ALL CO?OUCTORS SHALL BE TYPE THWWTHW WIN.ESD NafeD otwewu6e AA TI.O°co Armlw NIERNOE SEW T 04TRAW tRIVINAL AT LOW GRADS �—�i I I e YOLTA6EE COM ECTN" COMPANY PRIOR TO STD. 1 4 CU SER/ICE ddQM O CONVECTED TO CONCPd= WOAMD FOOMPt ATEEL PER ELECTRICAL PROVIMONS OF TI$ FICR TTw Eou>oel.c2md. S• O" DIA X S PT LONG COPPER CLAD GRiOINO ROD 1441 N. RONALD REAGAN 8LVD. LONGWOOD, FL32750 PH: 407-774- 078 FAX: 407-7744078 www.abdes!Moup.com AA#: 0003325 {1{�, °N #q IL W o id a �^Qa Q V C IgVHaIv LAT ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJ6CT/T 04181.04C-08141 aioaate 4EBB "1828-CALI" cwRwGa awING: LEFT PAGM: ELECTRICAL PLAN 160 MPH EXP. C 1 PRINT 02/07/22 DATM scALm:1/4"=1'-0" sssaaT El I I I I I I Kv I I A I I U� LAV. AV. i- I - - - - - -- - - - - - - - - - - ------ _ _ I ii i I i�p w I I aHM PAN v 2g,-g, I III I III I II I -- it / 1 /(I II O3.2 3-I V-111 I L ----- I II LAV. II I II „ I I I I r PLUMBING PLAN SCALE, V4 ° 1'-0' A2' VTR 2R 1I j-1 in JA yr `1 I we \1 f 2' I LAV k 1/2 3 I S. I I I 2 swm 1/2, 2 1W8HERn KJTCHEN a1MG u)/ 2° AUTO VENT 1 1/2j III it I I V2-61 1/7L-i ..-IN I �J�TU15 PLUMBING RISER DIAGRAM TO 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744076 www.abdesigngroup.com AA A: 0003325 m 4 al I A SVHDIV. & LiOT ABBOTT PARK LOT #8 BLK #14 PHASE 4C P2i<OJECTp 04181.04C-08141 ALODEIA 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. HVAC NOTES L ALL MECHANICAL EQUIPMENT jH&L BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. 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 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA 90A 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 PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTU88, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $WALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR& TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBP BOOSTER FAN OR EQUAL. FANTECH OBF I0 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOSE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM j T I y AIR RETURN SUCTION AND LIQUID AIR SUPPLYy REFRIGERANT LINES IT AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSMG WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG — �-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS OP CAULK P.VJC OPT[/SPEC FLOOR SLAB CLEAN -OUT (TYP ) NITS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TXPC.ONB WIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) *SXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE C XNtERSINK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-81X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TY ■ MECHANICAL PLAN SCALE, 1/4 • I'-0 NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.ebdmigngroup.com AA M: 0003325 c a SVHDIV. Ac IAT: ABBOTT PARK LOT #8 BLK #14 PHASE 4C PIlGJECTp 04181.04C-08141 MODZIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C I DATE: 02/07/22 DATE: >sCAur- 1/4"=1'-0" M1 LBO 2X4 TOP PLATE PLAN Y PRE -FAD TRUSS 1/2' CLG. BOARD 1/2- DRYWALL THY' SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL + 12. OG. MAX FIN. FLR 2X4 WOOD STUDS *24' OG SLAB IVLV IC• • IuldV IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x&, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON-BRG.) D 1 SCALE: 3/4'.I'-C' FIBERGLASS SHINGLES WITH LNOERLAYMENT AS PER FBGR W5.I1 ROOF SHEATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FL1e.L 4 n.. 4 4. �— 3 S/S' OR S V2' DRYWALL 3/6' TOP CWANNEL (29 GAJ OOwee BEAD w' Twm 2 Cd1AT FORRND GB'w r uw sa IV cm u Fd! W FwTER APPEND 112' DRYWALL DIRKTLY W rusONWr T to 7XT—T PAC1�D 3 5/6' OR S 3/6' METAL STUDS TO FILL 24' OiC. 20 GA METAL TO BE OmJ. V FIR INSTALLED INWALLS PROD= Rza RECEIVING UPPER/ LOWER CABINETS AND TUBAHO8EER 29 ATOM �' ''� a�AL SEALAWAL noD GA METAL TO BE INSTALLED CHANNEL 125 .FATW! &TRIP IN ALL OTHER WALLS. STUDS GAJ RED LIt AROUNDllt /..L eb TJ TO BE SPACED 16' O.C. AT 2ND TO GONG I T ML- KM —a..A .. Dam n FLOOR ELLADJACENT TO FLOOR W/ 3/4' cru TRApC snAGgTA STAIR WELLSS AND BATHROOM P� FWOW WALLS W/ TILE FINISH LOB .VW MAN JAM FIR W/ 1/4' WOOD �Ai. I= NFRICN 7RAOC r 6 pDOOR WOOD BASEBOARD SCREW MYMA D ro .°'.� TRACK ORACIITS ROQf W/FROOOCT AFFRGVAL RWG FINISH FLOOR 1-STORY TYP. INT. WALL zs GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS w+r.r D1 Be —ALE: 11/2'•I'-0' 1A METAL STUDS (NON -BRIG.). SCALE, 3/4'.I'-0' \P_1111 FIBEIIE'al-ASS SHINGLES--\ WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR WE.U. WITH WDERLAYMENT ROOF SHEATHING AS PER PBCR 905.L1. THICKNESS AS PER ROOF SHEATHING SHEET SNI. SECURED PER THICKNESS AS PER FASTENER SCHEDULE SHEET SNL SECURED PER 55/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE OR 1/2' HIGH STRENGTH CLG. 2x FASCIA PER BOARD REFERENCE ELEVATIONS STRUCTURAL VENTED SOFFIT SEE ENERGY CODE FORMS POR PRE•ENCa TRU88 WALL 6HEATWWs INSULATION R VALUE THICKNESS AS R REFERENCE STRUCTURAL SHEET SNI. SECURE PER PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE 2x FASCIA PER ON SWEET SNI Y ELEVATIONS PRE-ENG. GABLE TRUSS R-4.1 INSULATION VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS —.ca STRUCTURAL DETAILS REFERENCE STRUCTURAL bd P.T. PURRING STRIPS • 24' OG. 1/2' THICK 2 COAT PORTLAND g• cm CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. DIRECTLY TO MASONRY PO�RTLAND CEMENT WOOD BABE I PLASTER APPLIED DIRECTLY TO MASONRY n W/ WINDOW OPENING N — 0'-0' FIN. FLR 0'-0' FIN. FLR 8' CMU ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 TTH EDITION, SECTION R301.13 AND 1605.5.1. TYP. WALL SECTION e NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE' 3/4'.r-m UNDERLAYMENT IN ACCORDANCE WITH FBCR SM.I.1.1 OF THE FBCR 2020 'ITH EDITION IS 44 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4S69 TYPE III OR TYPE Iv UNDERLAYMENT. �2x4 SPF 24' O.G. MAx., SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS STF'FB,ACK AT ALL L PER STRUCTURAL DI e..--PRE•ENG WD. TRUSS CONY. Ul� 2x RAT RUN BECD PER—/ STRUCTURAL DETAILS J/ SE£ ENERGY CODE FORMS FOR INSULATION It -VALUES PER ELEVATION IF \ 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4) INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPHCIPICATIONB REFERENC'E STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR 906J.1. ROOF SHEATHNGa THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA FAR ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNI. SECURE R FASTENER SCHEDULE ON SHEET SNI. PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS GMU . — 0'-0' FIN. FLR e • • ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN a ACCORDANCE WITH FBCR 2020 4• .. 'ITH EDITION, SECTION R301.13 AND 160 1.51. ti W/ WINDOW OPENING Ii TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4*.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 'ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D406S TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77 078 FAX: 4OT-774-4078 www.e bdesigngroup.mm AA #: 0003325 A C SVHDIV. Ae LOT ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJECT* 04181.04C-08141 MODXZA 4EBB "1828—CALI" GARAGE BVnNG: LEFT PAGE: DETAILS 160 MPH EXP. C mml_ 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/!U 112' X S' J-DOLT UV 4' MN EMBEDMENT IW 2' X Y X VS' WAGNER 4 NUT OR WV (2) 1,12' X S' ANCHOR DOLTS WV 4' MN EMORO M04T UV Y X 2' X VW WASHER 4 NUT- Ell TO BLK WV V4. TAPCONS 11/U• EMBED. 5' or, 4' ETD DDT, 1 V2' EDGE DDT. R 1 ele84H 1 IF % 2' X w' MANOR 4 NUT. (0 WITHIN S' O► TOP. (U WITHIN 6. OP THE DM 0 (3) EVENLY SPACED. Is I®r NOTES, ALL ANCHORS SMALL M N ACCORDANCE TO MANPACTWCR'S INSTALLATION NSTRUCTWND UFERE SUCH INSTRUCTIONS ARE MORE STRNWNT GARAGE DOOR BUCK ATTACHMENT ae4u. n'.ro 2X4, SECURE TO BLOCK W/ SAW TAPCONS MN SHAW SIZE 146 MN HEAD SIZE 3mm MN EMBEDMENT 1 V49 WITHIN 6' OF EACH END 4 16' O.C. MAX SPACING. 3/4" BUCK CONNECTION o�TBLK DETAIL DETAIL 2X4, 1110 SECURE TO BLOCK UV3/16' TAPCONS (MN SHANK SIZE J45 MN. HEAD SIZE J00 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W OG. MAX SPAGINM 2X4, CEO SECURE TO BLOCK WW 3AW TAPO" MN SHANK SIZE 143 MN HEAD SIZE J00 MN EMBEDMENT I V49 WITH" S• OP EACH END 4 IS' Of MAX SPACING. 2X6,® SECURE TO BLOCK W/(2) 3M' TAPGOJS (MN SHANK SIZE J4S MN HEAD SIZE JOD MN EMBEDMENT I I(4') WITHIN S' OF EA04 END 4 E' OF. MAX 6PACNG. 2xm CEM SECURE TO BLOCK IWf2) 3M' TAPCONB (MN SLUNK SIZE J45 MN HEAD SIZE 300 NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO MOT EXCEED V4•) L� - e• aMu V2• DRYWALL ❑ ELL TO BE POURED UV SOLID 2,S" PS CONCRE7C RENPORCED VERTICALLY 17(4' RT. NALCR VI6' O.S.D. X 4' MIN. c4enNG DOOR JAMB OR WRIDOU ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB ]X4, SECURE To eLOCK UV 1/4' TAPCI" (MN. SHARK 612E AD MN HEAD SIZE J00 MN EMBEDMENT I V4') WTHN S' OF BAGH END 4 W OP- MAX SPACING. 2X6, ® 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK Seca" TO BLOCK LIM) SAS' TAPCONS IW(2) 3/16' TAPCONS VIM V4' TAPCONS (MN (MN SHANK SIZE .145 (MN SHANK SIZE J46 SHANK SIZE J4S MN MN. HEAD SIZE 300 MN HEAD SIZE 300 MEAD SIZE 300 MN S' cm MN EMBEDMENT I V47 MN EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') WITHIN 6' OF EACH EID S' ON) WITHIN S' OF EACH END S' cm WITHIN ►' OP EACH END W DRYWALL 4 W oz. MAX SPACING. 4 IS. O.C. MAX WACIN6. 4 10' O,G MAX SPACING. 6' CM IX4 P.T. OR 5/47(4' MN VY DRYWALL V2' DRYWALL SECURE THRU FRAME 4 1'X4' 2Xe, ®ET 2X& ®oel- 2X8, ® W DRYWALL EXTEND I-V4' INTO P.T. NAILER SeCIm TO BLOCK I'X4' SECURE TO BLOCK I'X4' SECUE TO BLOCK ❑ I'X4' BLOCK UV SAW WK2) 3/I6' TAPCONS P.T. NAILER Wr(2) 3/16' TAPCONS P.T. NAILER W/(2) 1/4' TAPCONS P.T. NAILER TAPCDNS DOOR CASING (MIN. SHANK SIZE J45 TA6, 0.68. X 4' MN (MN SHRANK SIZE .145 DOOR CARING (MN. SHANK SIZE JE (MN SHANK SIZE 146 MIN. HEAD SIZE 300 MN 14EAD SIZE -%W MN MEAD SIZE 300 TM' OA,& X 4' MN. MN HEAD SIZE 300 MN EMBEDMENT I V4') DOOR CASING MN EMBEDMENT I V4') MN lMNBEDMENT I V4') MN EMBEDMENT 1-1/4' WITHIN 6' Or EACH END WITHIN S' OF RACH END WTHN W OF EACH END DOOR CASING WITHIN S' OF EACH ETD DOOR JAMB OR WINDOW 4 10' O.G. MAX 4 W O.G. MAX 4 W OL. MAX 4 IS'Or- MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW S"AC�M DOOR JAMB OR WINDOW MAM PACTREB DETAILS, ATTACH TO ]X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANFATTACH TO ]X PER AMINES DETAILS, MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114.) DOOR JAMB TO BLOCK +3/4" OR +5/4" �11 QV TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK WV 3M' TAPO" MN SHANK SIZE J45 MN HEAD SIZE 30P MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 WOG MAX SPACING. 2X6: CM SECURE TO BLOCK IIW2) 3/16' TAPCCINS MN SHANK SIZE J41b MN HEAD 61ZE 300 MN EMBEDMENT 1 114') S, CMY WITHN 6' OF EACH END 4 W OA. MAX 6PACN- 1!2' DRYWALL 2X6, ® 17C4' 66C.LIM TO BLOCK P.T. NAILER WIT]) 3M' TAPCCW MN SHANK 612E .R45 DOOR! CASING MN HEAD SIZE 300 MIN. EMBEDMENT I V4.1 WITHIN S' OP EACH END4 IS, 04 MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFAGT3ES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" /e11fINDON O TO BLACK +1 1/e NOTE, SHIM AS NEEDED TO MUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" r1111LVp011 TO BLACK +1 15/18" 2X4, SECURE TO BLOCK UP 3M' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN S' OF EACH END 4 IS' OJC. MAX SPACING. NOTE: STRUCTURAL 2X MIST BE DW ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W^(2) SM' TAPCONS AM' TAPCON MN I-V4' (MN SHANK OM .145 EMBEDMENT INTO BLOCK' MN HEAD SIZE 300 MN EMBEDMENT 1 1/41) WITHIN S' OF EACH END W CM 4 W OJC. MAX SPACING. DRYWALL 2X8, CMIQ' El SECURE To BLOCK DO' 3M' TAPC:ONS P.T. NAILER MN 814AW SIZE Ja DOOR CASING MN. HEAD SIZE 300 MN EMBEDMENT I V4.1 WTHN W OF EACH END 4 IS• O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER DETAILS. NOTE, SWIM AS NEEDED TO PLUG JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" /:.1 NDO TO BLACK +2 1 /4" L NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" 2X4, SECURE TO BLOOK W/ SAW TAPCONS MN SHANK SIZE 345 VON. HEAD SIZE .300 MN EMBEDMENT 1 V41) UT14N S' OP EACH END 4 IS' D.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2x6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THR7U64 NON-STRUCTURAL WK2) WW TAPCONS 3M' TAPCON MAIL I-I/4' MN SHANK SIZE J45 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMMOMENT 1 V4') S. CM S' O' EACH BD 4 W O.C. MAX SPACING. 112' DRYWALL 2X8, CM 1'X4• SECURE TO BLOCK P.T. NAILER W(2) SAS' TAPCONS, MN SHANK SIZE .INS DOOR CA9046 MN HEAD 6= 300 MN EMBEDMENT 1 10147 WITHIN S' OF EACH EHD 4 W OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS, (DO NOT EXCEED IW) 2ND 2x SECURE STRUCTURAL MEMBER WK2)12d WITHIN V Or EACH END 4 6' TO S' OC. MAX DOOR JAMB OR WHOM ATTACH TO 2X PER MANFACTUREB DETAILS, DOOR JAMB TO BLACK +3" Ow E T41 AT J1(M( a4" NOTE, 814IM AS NEEDED TO PLUMB JAM 15 (DO NOT EXCEED V49 DOOR JAMS TO BLOCK +3 7/16" r111�ND011 TO BLOCK +3 7/18" 2X4, SECURE TO BLOCK III 1/4' TAPCONS MN SHANK SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 1149 WTHN W OF EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOM UV(2) 1/4' TAPCCNS (MN SHANK SIZE .HS MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6. OF EACH END 4 IS• OL. MAX SPACING. 2XR cm Nam TO BLOCK UW2) V4' TAP OO NS MN SHANK SIZE 148 MN HEAD SIZE .OD MN EMBEDMENT 1 1/4.) WITHIN 6. OF EACH END 4 W O.C. MAX 6PACNG. NOTE STRUCTURAL 2X MAT BE ON OUT8DE 4 SECURED THROUGH NON-STIMICTURAL DM' TAPGON MN 1-1/4' EMBEDMENT INTO BLOCK l�l e' cm 1,7' DRYWALL I A4 P.i. NAILER P P.T. X 4' MN r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO ZX PER MAHFAGTUFIES DETAILS. NOTE, SWIM AB NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" /.1111NW—W TO BLACK +3 3/4" v 11 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdoeigngroup.mm AA 8: 0003325 a 0. CZi IN4 p � p p OUBDIV. & HAT ABBOTT PARK LOT #8 BLK #14 PHASE 4C IPROJMCT# 04181.04C-08141 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT 1PAGE: DETAILS 160 MPH EXP C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATIONDATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2022 11473.1 SIMPSON STRUM 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 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 138724 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.22 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 104S6.2 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 12/31/2022 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 FEICK 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 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 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 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 27676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 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 23955A THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 64" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE Z020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single IIe 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 30310-112 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 22/31/2023 FL 15272.2 RS ALSIDE ALUANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 22/31/2023 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 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/29/2022 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774.4078 www.abde lgngroup.wm AA#: 0003325 A J I O 213 4 M'V. Ii0'1! PARK LOT #8 BLK #14 PHAS 4C ["AMBOTT inax CTt11 0418 .04C-08141 away Ls 4EBB "1828-CALI" GARAGs 8VU4 a LEFT TAGRk PRODUCT APPROVAL LISTING 160 MPH EXP. C PREFORMED CONTROL JONT MANW Or CONTROL JOINT* Td 04— BE W RED , ED TO LAN • Y MAX ( VERY). WJ DO NOT NOT FASTEN CROONTL OINT TO WALL EVEN 6 STD EXISTS BEYOND EXCEPT STAPLES W %' LEG MAY BE USED TO TEMP. SE IME CONTROL IONT DURING INSTALLATION —� FASTENERS 70 BE &-ACED • 1. O.C. MAX VERTIC:ALLY7 PL, STYE S GOAT CEMENT WRB LAYER -2. FORTIFlBER BUILONG PAPER APPROVED METAL LATH FASTENED 01'(VERT) OG. MAX AT SUPPORTS WRO LAYER •I, STUCCO WRAP 11000 SMEATMING LATH SMALL NOT r• ro Y v ro A• BE CONTINAl0U8 M THROUGH CONTROL \ JOINTS BUT BUT WALL BE STOPPED AND tED AT EACM SIDE. PROVDE 7X4 BLOCKING PER ASTM CI068 PLACED RAT MAX 6' TO S' NOTE,FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR- 6TM=TURAL STUD STAPLES IN COMPLIANCE W) ASTM 0063 2. WIRE TIES TO BE (NO. to) 00416' WRE S. BLOCKNS 914011111114 MAY BE N ADDITION \ TO WALL STUDS PFG URED PER PLAN "M" TYPE CONTROL JOINT OTroLD NIWp•Pa.w Ol—.WAIO• R.A L CPW-4W . Pr. 6 ■ CREAAK • Pr. C OLFOLD UWAPP-PT.A 2. ctU6wFE • Pr. s FOLD OL FOLD wAelo . PT. A 2. tlEAM • PT.cRum M. l FOLD I.T. C ONR" M. ■ TAL Pr. C TOYC W ROrIgT PLAN"111 go e� r 0 M-Amm " "N°` TWALFCWOLD. . Da iiii tl01 eur. NOM APPROVED BWLD6IG WRAP WALL BE LAPPED A MINIMUM Ole 6' • VERTICAL LAP!! (ROLL ENDS) 4 6' • MORIRONrAL LAPS. ALL SEAMS NEED TO BE TAPED WITH! PORTIB®e SMEATH6IG TAPE / r'Pa LAM . MaT4 Lan,[_'\ X X X l LAIN VERTICAL LAP TO BE r 17 METAL LAIN WRD LAYER •I, I t THIM 3 COAT CEMENT STLICOW WRAP I PLASTER f-�4L�� METAL LATH B LAYER •2, PORTPIBERWRB LAYER 4, FORTFIBERLDNG PAPER 1/r"WOOD BUILDING PAPER um LAYER M. STIZZO SFEATNNG 2 SCALE, I V2'.I'-W ® KICKOUT DETAIL � I ?ALL N6Tw rdW MAL eNOW OR eao .oe 2QINZLnm 0111 WALL N"06=TICW LAM..• O.N ALL LAM Nam, SIDE LAPS OF METAL PLASTER BABES SMALL BE SECURED TO PRAMNG MENDERS, TINEY SMALL DE TIED BEWEEN SUPPORTS MTN A0416.6L (UI-MM) WIRE AT INTERVALS Nor Mom THAN S' (22S-MMA AS PER ASTM CI063. W6—AR ar TEARS N NERD LAYERS, TEARS MAY BE PATCNED WANOU6C WRAP TAPE PER MANr. SPEC. OR PEEL N STICK WOOD STIR SMEAT INS STUCCO WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER RA[1FA11A1 I F.P_RFFI7 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL PLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) + CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'X4• SELF -ADHERING MEMBRANE L FLAWING (COMI-ATIBLR UV MOUy � REMWM TO PIPE) L4m TO 1 FLASNNG(COMPATIBLE IW MOUSE U RAP MATERIAL) OVER 4'X4' SELF-ADMERNG MEMBRANE PLAWING OVER APPROVED MORE WRAP. FLA6NNG TO i)(TQ,D ONTO FMFTi OUT AND OVERLAP ONE ODE OF sTeP n SELF-ADNERNGMEPO= A a PLAWNG IRO LAYER ti MOOD W"AP USO LAYER V. FCIUFSER BUILDING PAPER METAL LATN 61X6' WLP-ADMERNG MEMBRANE FLASNNG OVER 4%W SELF-ADHERNC. MEMBRANE PLAWNG OVER APPROVED NOM WRAP. FLA6MNCa TO EXTEND ONTO PIPE W CCMT. BRAD OF SEALANT INSTALL APPROVED HMM&NtAP AIR IFWTRATION BARRIER OVER SHEATHII6 SECTION Ecn ElaaExeNIueof iaMEl6 Exterior ply orth 0landcannert pical.plaebr shell comply with the aC 926.on requnmerta of ASTM C 92&10b. Installation of exterior " and framig shall cam ply with ASTM C 106318a, or ASTM 1787. PIPE PENET N.T.S. !•�11��3��151�� LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER *2 (FORTIF-15ER—.—.—•— — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.7.1 / ASTM C-841-14a, MIN. 2-5 LSS- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA M: 0003325 F uZ IL I� a F .l munDIv. k LOT ABBOTT PARK MAT #8 BLK #14 PHASE 4C PROJECT# 04181.04C-08141 MODELc 4EBB "1828-CALI" GARAGE EMINO: LEFT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH ER. C 1 D TM 02/07/22 ECA* M 1/4"=V-0" EBEET W .1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) 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 N BED . OF SEALANT AT TOP AND ,;.`. SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JONTO. E-Z BEAD ALL AROUND r - 7JE VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS r I. APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE& X4 CAULKNG • JOINT ALL AROUND I PER SECTION = Exbwlor IMrg ar d p BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 92618b. X. Installation of exterior lathing and framing shall comply with ASTM C 1053-19a, i2� 4 X: or ASTM 178T U1RS LAYER d,AM � ..~ 1 lIj - - HOODED VENT THICK 3 COAT CEMENT I, t PLASTER METAL LATH WPM LAYER 02, FORTFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-146, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT S TOP 4 SIDES 6 B DRYER VENT ( BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLI 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDING PAPER WDER 'QUICK FLASH' A VENT PENETRATION SCALE. N.TB. ELEC. METEF VERIFY LO r�l¢,r+ ry fcc�.crvc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UM LAYER el, STUCCO WRAP WOOD SHEATHI� APPROVED— HOUSEWRAP BELOW ELEC. METER FIELD VERIFY LOCATION O MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FACE AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY13LEND FOAM 1--- "l -- '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES r0 SCRATCH COAT LARSER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER E ORA[ FELT-M SEALANT JOINT INTERSEC WOOD SHEATHING WRIS LAYER M. STUCCO WRAP •WR6 LAYER 4, FORTFIBER BUILDING PAPER METAL LATH TO WOOD STRUCTURAL t • 1' or. MAx n ADHESNB ILASHNG, CLEAN MASONRY BERM APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) W IRS LAYER h, STUCCO WRAP CUT 'X' INTO — SELF -ADHERING 2 MEMBRANE FLASHING ,APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP #i STEP 1*2 LAYER "I, STUCCO STUCCO WRAP 0 STEP #3 APPLY 60 MIN GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APRDVED HOUSEWRAP vi M.-M..DHERNG MEMBRANE FLASHING `WRB LAYER -2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #6 @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWovup.com AA M: 0003325 ££ NOR ra F Lt o 9m Q6� e� 8 14 6 � ti BURDIV. A LOT. ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJECT /[ 04181.04C-08141 MODEIt 4EBB "1828-CALI" GARAGE 8WING: LEFT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DA = 02/07/22 SICAl M 1/4-=1'—O- 85vC= WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/I(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - 111, 2 1/2 CORNER BEAD (FASTENER / SPACING s T' O.G.) C N CMU 1/2' TWICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD @ BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 5.7 ja lunDLV. & Lo ABBOTT PARK LOT #8 BLK #14 PHASE 4C lgpitoiscT# C 04181.04C-08141 MODZIA 4EBB "1828-CALI" GAXAGZ 8WING: LEFT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 110m O"TIEIOTION— WOOD 6HEATHIN2 —� WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE —� BARRIER Q !1(F' x T 1i' LAP 61om-,, FLIN'°°`E'�'"° STARTER STRIP WOOD TRIM Mel \ 6' 4W-API GRB& FLASH MS WEATHER RESISTIVE DAIOEER 9 WEAr6CARRIER ER RESISTIVE BARIdER 2 V 6R',�� RMfi GALw METAL Z' FLABHTNG ffinwo / RWOD`IM TRMMM INIEER I \ \ / OR APPROVED SEALANT GSBINQ SIDING TO STUCCO ® BLOCK TO FRAME � n n TRANSITION 1 a7 WOOD BREATHING IVE DBAItl Lgtq HEAT. ER RESISTIVE i?l TRe ee� O � ,' / ` 6. 8ELF.ADHERINS BOARD . BATTER E M-AAWM' 6 O �4IWER Mq &STIVE T9 Ae14TPr+ / STARTER \\ uEBAI "it InR"me STRIP oR I \\ 6' &W WSWCNYJC ` ,_ SADFERTNS \ 6ALV'D METAL ' ' ' � GALV'D METAL 'Z' PLASFIN6 'z' K A04Sk5 - Qp IJOT uuue aR W4RDIE TOM PER EL�EVATTRM , / HARDIE TRIM PER IT,,ELEVATICN \ `4AP WGWLKAIS OR APPROV�ED SEALANT 6E6Q SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BIND. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdeskogroup.eom AA #: 0003328 lily! t e Q a aUINDIV & LoT: ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJECT* 04181.04C-08141 MODEIA 4EBB "1828-CALI" GARAGE aWINGT LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 11 DAM 02/07/22 NCAI.M 1/4"=1'-0" aliEET WA4 AEAEANE EIIIIIIIII CPRE SHOJLO BETAKEN N KEEPINGTHE VENT PROPERLY S' AND 13' ALIGNED. VENT PIPE 16 SEALED IF UTRPED. NAILN RACE SHOWN IN 4"GPLVA—C U31NG 1-11* NAL$ AT EACH CORNER. ROGFINGCEMEM PSlAIMTTEN S— SE APPUEDTO ALL SHINGLE EDGES NEAR THE IXfTER EDGE ANO AROUND THE ENTIRE PERIMETER AS CUT CUTTHE GOOSENECK VENTO—INGNTIEROOF RECOMMENDED IN VERE WEATHER COASTAL SHEATHING. S12E THE OPENING IN ACCORDANCE WITH THE CHART SHOXM. N THE EVENT A MECHANICAL VEM FAN IS CONSTRUCTION ZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURES PIRNGCCNNECTKN CCUUTTN6. NOT DO DO NOT NTOTRUSSE6 CR RAFTERS WHEN CUTTINGTHE OPENING IN TIERCCF. �c REMOVE NTERFERNG SHINGLE NA" AROUND THE PERIMETER OF THE OPENING SOTHATTHE NAIL G FLANGE OFT EVENT LAYS FLAT TO THEROCFSHEATHNG SL- THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. ALLOW THE BOTTOM VENT FIANCE6TOLAYCN I I THETOPOFTHESHNGES. IH-F 1— --11 o ROOF HOOD VENT DETAIL re -ALE. NTS S'PORARLY — OLD•IIP A SECUR: ouav AP (OR JOC PLAP UNDER) I HEAD POLD N011119RAP- N AT JAI'M A NLL ASPHALTPLABTICCEMENT MOLOED AROUND BASE OF PIPE AND OVER FLANGE !LOPE SILL RO. TO EXTEROR DAMW NAILNS PLAINS{ VICTIM PLASHING MN r SELOW SILL PLEXIew PLASWNS DO NOT SEAL MOTTOM RN STEP 6 STEP 2 ALIGN PLAGWNM III, NT. EDrd OP SILL RO. TeGWNCALLY PAOTEN PANNED EDom (CAP NAILS, STAPLES) NSTALL DIYOMT PLE)N.IiAP AS TM PLAANNS AT TM POLD JIOWSIRAl DOWN A TAPE OIASONAL CUT A ACROSS NEAO Q MOM PLUMBING VENT DETAILS . NIS INSTALL •- WIDE ADHMVE - MA UD PLEXISLE P-46MM MATERIAL OVER DRIP CAP JOM (PlIlOmTO•WRAP DT-204- - BMW VALLEYCENTERLNE 36" WIDE VALLEYFLASHNG NOFASTNERSWITHN SW OR HEAVER FELT 6'OF CEMERIINE II OAA UNDERLAYMEM MENDENDSHINGE AT LEAST ITBETtl0 ASPHALT VALLEYCENTERLNE ROO NG CEMENT 'CLIPPEOCFF CORNER AT 45 DEGREES -SHINGLES TRIMMED 2'SACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE: NTS APPLY ON ICU(O EQUAL) SEALANT A a.NDaWcm JOINT. L IT 18 THE CONTACTORS I ALL M OWI TO VERIFY iNE ANTS 4TSEL -Y a ALL PRODUCM NCUDNS PLWD APPLIED SEALANTS / SEt-ADNSRNS PL5S4IN6 MATERIALS PLASNINS CO USED IX/!►'IS CQ'tli1SKTYON. SQ SEAL RC•SNN•s 00 EQ OR UAL) 3. PLANING AT IALL OR MULLED a AND DOOR VAT14 r S S'wnLL es INSTALLED N AOCOIpACE AND APPROVED .MET OD U O III= NETRNcraNE aPID APPROVED NETNOD U oP Pee RTOSA U IN ACCORDANCE up TN P@ESTRATETN MAAPACTIESRo INSTALLATION AND PLASHNS STEP7 STEP 8 STEP 9 SLR SILL To EXTERIOR INETlaIerIDNE. UL�'!I>7} ETEAYANTS MAY REACT ADVERSELY IF NOT COMPATISLM IT IS THE CONTACTORS RO POMMI LTY TO VERIFY THE COFIPATIDILITY OF ALL PRODUCTS NCLUDNS NOUSSWRAP. SEALANTS ASELP-ADHSlRA FLABFSIS MATERIALS USED DURNS CONSTRICTION. . INSTALL ALL MATERIALS PER MAWIACTUIIERS YRITTW SPSCPICA,TIONS INKRIML llALAMO MAY REACT ADVENT' E.Y M NOT ZOMPATINLE. !AN AND SEAL JAMB TO SILL JOINTS WITH DOIU It" FOLLOWING COMPLETION OF EXTEPMOR RETROFIT WOIOC REPAIR SCHEME SHCM SHALL BE I9'LEMENTED AT ALL WMDOW USTH EVIDENCE OF WATER INTRUSION BELOW TLIE WINDOW OPENING AL INTERIOR PERIMETER OF WINDOW WITH ALANT WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407.774-4078 Abdrom AA 25m O R 0 �I��� 37 yp��. yoR� 9 aumIV. Z rlolr ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJBCT# 04181.04C-08141 So 14 4EBB "1828-CALI" GARAGE 8WINGT LEFT PAO=: WALL ASSEMBLY DETAILS %160 MPH EXP. C 1 1Flk�? AR NO 902723 DNATTE, 02/07/22 scALm 1/4"=V-0" srmsT WAD I �•i ♦\ 7ro' TEXTURED // FINISH s WOOD, -- --- _-- ------------- .----. ______{ \ FIN TEXTURED FINISH . uv T - -• ------------� -;. 2x6 SUB -BAND i / ;' •1 W/I'x4' NOTCH a METAL LATH ------- -f' i END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP UIO D SHEATHING I N { OR cm I DRIP EDGE i\ uARS, LAYER'1, STUCCO WRAPePmAME oNLY> �� WRB LAYER 82, FORTIFIBER I/8 I 1/8' TEXTURED I FINISH * WOOD I �� 2x6 am BAND "� _ BUILOMG PAPER (FRAME ONLY) RoaFnrG CEMENT 1 I/8 I a 1/2' TEXTURED FINISH * CMU �� DRIP EDGE \ METAL FASCIA % WRAP YS' FROM �\ ©PLAN E3 METAL KICK OUT STUCCO, I' FROM \� - i.� f/ WOOD WALL N. �� EXTERIOR WALL (FRAME OR CMU) \�\ `\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\ �` FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL 7 :(NOT INTO STUCCO) ®ELEVATION ® PLAN A )l/8' TEXTURED FINISH 4 (WOOD, 1/2' TEXTURED FINISH 0 CMU ' 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND WN4'x4' NOTCH 0 END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x i 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 x x x x x x x x x x x x x i 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 x x x x x x x f / ' x i SUB BAND DETAIL 0 WALL .3• x .X.... q x x x x x xR» 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 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 x x x x x x x _ ._ ... x x x x x x x x x x x SUB BAND DETAIL (9� WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. YW ABOVE BOTTOM or - DRIP EDGE 2x SUB -BAND WA Yx4' NOTCH f END, WRAPPED IN PEEL 4 STICK ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT 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 W/Vx4' NOTCH O END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA 5: 0003328 o SVHDIV. & LAT: ABBOTT PARK LOT #8 BLK #14 PHASE 4C PIROJECT* 04181.04C-08141 MODEEA 4EBB "1828—CALI" GAI_AGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C all 28'-8" 3'-4" 15'-10" 9'-6" 9'-6" '-4" 3'-6" 36'-2" `.Q TOP OF SLAB � ao 7A 1 -2X12 — —LF-24X-2L4�*3 . — — — — — — FM-12X18 4"CONC. SLAB 17,10 END 12X18 1A 1 4" PVC �CHASE SLAB 1 112" 1 ,I V, ` TOP OFOF I SLAB N 1 I � I �\ I• 41 ,, 1A , TE-1%VIAA.1 L---- -- `tl— — ( • 4:5 1/2" a" I T-0" 5 I i.t I I m I� I� . ILL o I I EXTEND 2 to SL4611/2" 1 Sim.m FM-12X18 m IW 4"CONC.I SLAB g I N IL IM 511�' 3,_5" 112" ILL ly +-31/2" I 1A go IM. 1.1 1.1 1 1A 7 FMC-12XIB FM - 12Xi8 ~ Ri FMC-=18 a to 1.1 FM X1 -128 L1 4 a .1 Z-8" 16'-0" 2'-8" c 3'•10" 10'•2" 4'-4" 14'-0" 21'W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. 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 10 FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 6. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. IIANDICATES#513AR, BNDICATES#6BAR, EDICATES#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 ALLALLOWABLE SOIL BEARING CAPACITY OF 2,00CPSF. 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 402BO2-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402802-16, USING: Pm = 2.000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VVWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL V.C. COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK .WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - (2)#Fs (+)0.0• FM-1202 12, CONTINUOUS IT - (2)#5Y +0^.ry• FM-12KIS 12, CONTINUOUS 18" - (2)#5% FMC-12x18 12, CONTINUOUS 18" - (2) oft VARIES F-2424 24' 24' 12, (2) #5% (2) #5s FOUNDATION PLAN SCALE: 1/4" = V-0" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdealgngmup.wm AA #: 0003325 t i IL 4 $ IP uimly. ac LATABBOTT PARK LOT #8 BILK #14 PHASE 4C lIOJaCT* 04181.04C-08141 MODELe 4EBB "1828-CALI" GARAGE sWIxG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ROLAW A ABOUCHAM AR NO W723 , DA 02/07/22 SCALE: 1/4"=1'-0IIV=sI w MIN EACH WAY MONOLITHIC FOOTING tt STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND 3 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING REOUIREMENTS �1 '. • GARAGE DOOR RECESS �- . °, `I� FM 2 8" CMU WALL 8" CMU WALL ..I CORNER BARS, SAME SIZE AS LARGER BAR I * a' ro .I IN FOUNDATION WITH 3a• LEG EACH ' TOP OF SLAB TOP F SLAB WAY AT ALL CHANGES IN DIRECTIONS W I ... SO THAT THE STEEL REINF. IS CONTINUOUS ' �� • • •) MATCH AMOUNT OF CONTINUOUS BARS • �I. ?k CURB FOR • SEE SLAB SCHEDULE - VA IE SEE SLAB SCHEDULE TOP OF GARAGE . • 'I CONTINUOUS STEEL MONOLITHIC jlc H MASONRY UNITS SET EXT. PORCHSIAB BAR SIZE 48 BAR DIA-'- BAR 4" CHAMFER(ISTORY) FOOTING REINFORCEMENT SEE SCHEDULE A7 ELEV: W/ 1/2" ISOLATION n• JOINT (WHERE • • 8" CHAMFER (2-STORY) #3 18" 94 24" EXT. PORCH SLAB W/ 1/2" ISOLATION 4'• CHAMFER ("TORY) 8"CHAMFER (2-STORY) APPLICABLE) SEE SCHECU.E #5 3a' JOINT (VuHERE ..< ° SEE SCHEDIAE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 9 FOR MD) BAR SIZE #6 38' APPLICABLE) Y FOR wxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST ti APD e4N auANTITv 3 ANDBAROUAMIW NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO #T 1 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 CORNER BARS DETAIL DOOR OPENING @ GARAGE SCALE:3/4"=1'-a' 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-a' (1) #5 REBAR VERTICALLY W/ CONC. 9 POURED CELL CMU m ] #q REBAR @24" O.C. CENTER OF LAP TOP PLATE A MIN. OF 48" a SLAB AND NAIL W/ COMMON NAILS, 2-ROWS, 4" O/C BUM. _ g z � LAP TO OCCUR OVER STUD OF WALL Wf PLAN t9 3 2x4 OR Zx6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP NEW REINF. BAR No 2 STUDS SEE PLANS FOR H SECURED Wf 2-PART SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ • . e• 2" CAPPED R'� I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL TOP 1f2'k9" WEDGE ANCHOR W/2' 4 g S 8", UNO WASHER SET IN HIGH STRENGTH PLATE y 4" CONC-, REINF. W/ 1 6"x6•' #10 WWM CN I • GALVANIZED PIPE W/FLANGE @ BASE FOLLOW ALL MANF. SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 EPDXY 5-1/2" EMBED. MIN. 18' OC �, . 8-MIL POLY ETHYLENE x USE AND I BTM AND TOP PLATE w VAPOR BARRIER ON § g PREPARATION OF ANCHORS W/ 10d x 1 117 II 1'o WELL -COMPACTED J r HOLE. COMMON NAILS FILL ALL T CLEAN FILL TERMITE HOLES, DO NOT USE 10d 1 TREATMENT SHALL BE .• SECURE FLANGE TO x 3" SEE SLAB SCHEDULE BORA-CARE SLAB Wf(4) 1/4" X 2 1/4" o �„ u . TAPCONS ." (2) CONT. M REBAR Q} TOP OF SLAB I(2) �°.�.• ° �•� #5 REBAR ON CHAIRS 8" CHAMFER (2-STORY) a' } 12" MIN. DEPTHINTO i ¢ 2,000 PSF VIRGIN SOIL OR 95% • ° • •' VIRGIN OR ENGINEERED SOIL g m COMPACTED SOIL SLAB HEIGHT LESS THAN 3'8' pER pLNy EQ. EQ. SEE SaffD FORMZE BAWIW EXTERIOR MONO DEEP ADDING BAR TO AW ANDBAR BAR OUAITY FOOTING W/ BLOCK WALL BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 1A F 6 SCA E 34"=1'-a' SCALE: 3/4"l-a' (W/ UPLIFT) SCALE'34"=1'-a' SCALE 34"=1'-a' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROW8, 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/ 1-COMMON VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND NAILS, 2-ROWS, 4" O/C BTM, OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING, SINGLE WALL W/ SYP No 2 STUDS SEE X 5 BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO 3 „ 6 SLAB W/10d MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB Wf10d MASONRY NAIL NAIL 12" O/C STAGGERED. 12" 0/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT B" CMU WALL REQUIRED WHEN NO REQUIRED WHEN NO `� POURED LINTEL CONT. (TIP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. Y +-0'-0" 8" CMU FILLED CELL(TYP.) b TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING//��SEE ' SLAB SCHEDULE SEE SLAB SCHEDULE �/�� l- 1/2 DIA. S MPSO STB2 BOLTS 5TPOF WGROUTEDICELL. SLABMINIMUM EMBED EN71N70 "ISOLATED" COLUMN PAD 4' FROM E NDS AND POF SLAB'a• - °i CENTERED UNDER WALL AND 18 O.C. VERTICALLY MAX ° POURED MONOLITHICALLY WITH �- . .a :• a :•�1- • �- = FOUNDATION AND SLAB ° .. �73 SEE SC14EME SEE SCHED FOR WVD, BAR SIZE FOR MD, BAR SIZE ./ AND MR OUAW[W EQ. EQ. SEE SCHEDULE ANDBAROUAWIIN I' /AL AroR B"D`""'" COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION $ 9 SCALE:3/4=r-a' (NO UPLIFT) 10 scALE:a4=r-a' 11 scaE:aa'=r-a' scALE:3a"=r-a' (NO UPLIFT) d N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 wwwsbdeslgngroup'D 'n AA #: 0003325 G y�p� Q px� Q y3pa� a 9 a 9vaDiv. ea Lolc ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJMT# 04181.04C-08141 MOasr. 4EBB "1828-CALI" GARAGE aWZNG: LEFT PAGE: DETAILS 160 MPH EXP. C aw 02/07/22 SCALE: 1/4"=1'-0" uUMET S1.1A DOWEL PLAN SCALE: 114" - V-O" V1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA $: 0003325 >q i C A A ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJECT# 04181.04C-08141 "GoZZs 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ROTA ABOUCHACRA AR NO W723 j D � 02/07/22 scA=.- 1/4"=V-0" size= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/IX HOOK 'GROUTED BOND BEAM w lm PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION .p,• ( TIETVERTICAL REBAR 4 .. < , TO HORIZONTAL 4.0 REBAR W/10"HOOK �— BAR SIZE 48 BAR DIA z #3 1 18" S #4 24" #5 30" #6 36' #7 47' HORIZONTAUVERTICAL REINFORCING EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a> �t fo 8" CMU WALL _ SEE SLAB SCHEDULE J fCHAMFER (1-STORY) 6CHAMFER (2STORY) z g MATCH STEEL REINFORCEMENT �+ PER SCHEDULE SEE SOHEO R SIZE BA FOR MBAR SIZE NJ R AOUAMITY IVY Ur SWtl - 4' IUY Vr SLP.tl 4 d a . BAR SIZE 48 BAR DIA ZSa . ••4 4 #3 19' . 4 #4 24" #S 30" 36' 6" PVC CHASE THRU FOOTING #7 47' MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE G)IiJaQ� #5 BARS 13-1 mil. al. Eli� . IZ CMU UNIT DIMENSIONS y, ARE NOMINAL SIZES O B�\\{ MASONRY SYMBOLS \ " / SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.77 078 FAX: 407-774-4078 wwwabdesigngroup.com AA #:0003326 SVHDIV. ee LOT ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJECT:p 04181.04C-08141 MODZIc 4EBB "1828-CALI" GARAGE BrIING: LEFT PAGE: DETAILS 160 MPH EXP. C 1�,�OJ AR A. Y0723 pxlwT mom*' DAM 02/07/22 WCAL.E: 1/4"=1'-0" 8*1z= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WY(9)10d x 1 1P2" HDG 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 1 112" 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 7/8" LONG, WITH WASHER 0 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. M SCHEDULE BTEL/T.O.A=TOP OME INDICATES OPENING BELOW/ T.O.B.=TOPO BE OF ARCH/ TO.S =TOP OF BLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (Pal) WxHSIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x8 (1)p5 NIA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES BF16MIN.1T/OM/1B 17'A BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" - l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774,6078 FAX: 407-774-4078 www.abdmigngroup.mm L AA B: 0003325 A rL O � a y ti 0. sUDDIV & LOT. ABBOTT PARK LAT #8 BLK #14 PHASE 4C PROJECT# 04181.04C-08141 SIODMI : 4EBB "1828-CALI" GARAGE 6VnNG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C L AR NO 9*723 J DA 02/07/22 sCAL.E: 1/4"=1'-0" srim= s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/10"HOOK — 30`TYPIGL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'k8" b1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 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 11) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8N16' ro 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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 1' TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. T1/ Fdz" F=FILLED W/GROUT ABM° U =UNFILLED NOMINAL WIDTH # OF #5'S, BOND BEAM COURSEE NOMINAL�6-1T/1M/0 Ems° � E HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1 T/1 MAB INDICATE S A DOUBLE BOND BEAM #OF#5'S, BOTTOM T AND XFXX-,,OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX. 1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST e31M" WINDOW 4. SILL Z SLOPE 'a TYPICAL MASONRY WINDOW SILL CONSTRUCTION Bx16 DBL. BOND TOP F BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM �P F W/(1)#5 BAR ..�; BOND BEAM GROUT SOLID FROM 70P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH Of BAR =WIDTH OU MASONRY OPENING-2' BEAM DESIGNATION OR r� 2 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0' LINTEL, W/O STEEL ILI) REFER TO PLAN FOR LOCATIONS ...o . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-11" EMBEDMENT 24 (MIN 2 X 3) 2 3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4")8" FROM EACH END AND 18' O.C. MAX. MIN 1.1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 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, 2-128 PER BLK EA END EMBEDMENT 6" OSB SHEATHING U WALL ARCHWAY FRAMING DETAILS i — SINGLE #5 CORNER BAR, 3Ox'30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND. BEAM I — — CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' li N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngroup.eom AA #: 0003325 A O a a IP unDIv. aLoT:ABBOTT PARK LOT ##8 BLK ##14 PHASE 4C lloJECT# 04181.04C-08141 ODEla 4EBB "1828-CALI" ARAGE 8VRNG: LEFT PAGE: DETAILS 160 MPH EXP. C DA�TIIa 02/07/22 SCALE: 1/4"=l'-0" 0113 MT S2.1A "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 SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Sue 88�oa 6.1T 1T ILM ITros -IT TYPE LENGTH BB PLAIN 8!8 SOLID TYPE LENGTH 8B-1T 8M8.1T ea(MT BFA44T Br1BAT &32-1T WIS 6-ITM 1TM 1T11B 1TN8 -1T/l B13-V N16.2r 00.2T 8a4,2T 828.2T e132-2T 3' 6' PRECAST 1435 952 3114 4217 6321 6426 7531 3'�" PRECAST 889 1024 3'-8- PRECAST 1 150 3624 4304 SIBS 6132 7ml 2485 e119 6385 7708 8091 10000 1669 9524 4394 6289 8132 7001 4'-0` PRECAST 1065 700 23W 3125 3046 4M 6587 4'4r PRECAST 514 763 4'-0' PRECAST 1363 3080 3815 4670 53M 6070 1991 6113 7192 e624 70V $751 1353 30M 3815 4670 5325 6079 4'-8` PRECAST 819 533 1770 two 3033 388e 4300 4'-0" PRECAST 398 591 4'-W PRECAST 1207 2582 3375 4043 4711 6370 1626 6743 7547 e762 6541 7665 12D7 2M7 3376 4043 4711 5379 5�' PRECAST 931 1247 1999 25M 3123 3e86 4249 5'-4" PRECAST 411 411 5 4• PRECAST 1016 loos 2374 2N4 3513 4064 1319 4480 7196 7342 6780 625e tots 2276 2838 3M 3081 4084 5-10' PRECAST 817 1024 1031 200D 260 3009 347D 5'-10" PRECAST 340 339 5-10• PRECAST 900 140 1971 2443 2915 3387 11e1 3e93 5677 eats me firm 20E 21W 3107 3020 4133 5$' PRECAST 11� 9227 3031 9707 4983 6081 �� PRECAST 410 721 8 �" PRECAST 835 1201 1378 1865 2332 2708 1139 3227 4698 7064 10000 8825 635 1888 2329 2790 3251 3712 T 8" PRECAST 570 Bag 24M 22M 2608 3191 9885 T 8" PRECAST 303 534 T-6- PRECAST 71e ow1181 1402 1743 2M5 ON 2408 3408 4854 7007 6472 727 1624 2025 2426 2W 3226 9'-4- PRECAST 428 033 1593 22D4 2481 Zeta 2821 w-c PRECAST 192 384 9'-4- PRECAST 454 6e8 707 on 1120 1310 on 1974 2296 3001 4099 4890 572 1318 1643 1909 2154 2519 10'4' PRECAST 388 497 1247 1767 1904 2163 20n 10'$" PRECAST 151 301 10'$" PRECAST 356 468 et2 755 699 1042 550 1407 1897 2781 3222 3794 604 1180 1472 1783 1710 1968 11'r4' PRECAST 330 644 1312 1742 2262 28ee 9690 11'-4• PRECAST 132 417 11'-4" PRECAST 430 406 530 653 777 872 644 1312 1742 2262 2060 9562 466 1042 1972 1643 1470 1710 17-0' PRECAST 306 607 1210 1500 2D48 206 3191 12'-0` PRECAST 111 370 17-0" PRECAST 383 see 4m my 888 7B3 607 1210 168e 2048 2586 3171 440 940 1300 1660 1314 147e 13'�" PRECAST 270 433 1045 1386 17a2 2157 2636 13'-4' PRECAST 82 298 13-4' PRECAST 308 303 303 484 676 No 414 1046 1306 1732 2316 2e06 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 we 9m 1272 Iwo 1988 2279 14'-0' PRECAST 71 293 14' 0" PRECAST 279 2m 360 443 sm 609 390 9m 1272 1606 1050 2369 378 717 96l 1122 9m 1133 14'-8' PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-W PRESTRESSED 2W 422 we an 748 886 458 10M 1429 1824 2277 2712 246 663 9B0 1257 1474 1716 15-4' PRESTRESSED N.R.P235 NR NR NR NR NR NR 15.4" PRESTRESSED N.R. 252 15-4` PRESTRESSED 224 987 4e4 674 684 799 1014 1340 1703 2118 2513 230 Me ON 1134 1363 1672 1T�- PRESTRESSED N.R. NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 320 365 451 587 680 Eg 1121 1413 1738 2D47 192 hoe 7W 501 1135 1312 19'-4' PRESTRESSED N.R. NR NR NR N2 NR 19'-4" PRESTRESSED N.R. 148 19'-C PRESTRESSED fez zee 948 490 513 596 736 950 1200 1467 1716 tee 420 an 803 050 1098 21'-' PRESTRESSED N.R. N2 NR NR NR NR 21'4' PRESTRESSED N.R. 125 2l'A' PRESTRESSED 142 219 308 361 464 GV lea sm 833 1038 lies 1488 142 373 637 no 619 943 22'-W PRESTRESSED N.R. NR NR NR NR NR NR 274` PRESTRESSED N.R. 116 2X-V PRESTRESSED 137 228 290 35B 428 407 165 650 7" 992 1203 1381 1a7 a58 6/3 an 77B ON 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 1-14 245 302 300 418 12e 450 664 824 1014 1147 124 319 45s 581 eel I 7a1 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES* BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED 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 32750 PH: 407-774�6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 v 64 s +IL 4 s17HDIV. !c LOT AHHOTT PARK LOT #8 BLK #14 PHASE 4C P1tOJECT111 04181.04C-08141 ,aODEIe 4EBB "1828-CALI" GARAGE sMIIJG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 7 RM AND A, A84)UChU1 M i AR NO W723 PRINT DATE: 02/07/22 sCAxx: 1/4"=V-0" alcomT S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 12"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (0) 10d x 1 1/2" HDG NAILS, WOOD TO V40OD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 REVIEWAND 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 7/8" LONG, WITH WASHER C 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 Z5W 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. FRAMING PLAN SCALE: 1/4" = 1'-0" IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngro up.00m AA A: 0003325 4 � a BUnDIv. do L07 ABBOTT PARK LOT #8 BLK #14 PHASE 4C PIiOJSCTN 04181.04C-08141 u0a=14 4EBB "1828-CALI" GARAGE EWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C I IRRMAW A. ABOUgiA M I AR NO 93720 J PRINT awTE: 02/07/22 NCALM 1/4"=1'-0" EMMET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 15d x 1 ['NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C_(J) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS - WITH (12) 16d x 3 J' NAILS TO GIRDER 1.2, 2. WOOD FASCIA SEE ARCHITECTURAL 2. SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12.O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROM, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = UA810 LBS, L:770 LBS (i PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) Sla lb 1c TYPICAL TRUSS/ SCALE: a' GIRDER CONNECTOR(S) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 6/8" GYPSUM BOARD OR 1/2' HIGi STRENGTH CLG BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRL @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 } NAILS TO GIRDER. PROVIDES' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1 x2, 2x WOOD FASCIA �J SEE ARCHITECTURAL 2. SECURED W/ (3)16d GALV. COMMON NAILS. Ix2 SECURED W/ IDd MASONRY BOND GALV. COMMON NAILS BEAM 12' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", 611, 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDC MJ WITH (4) j' x 5" TITEN HD TO CMU AND (12) SDS e x 2 J' TO GIRDER 8-(1) SIMPSON FGTR GIRDER TIEDOAN WITH (2)�'x6"TITENHDTOCMUAND(18)SDS }"x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) �' x 5"TITEN HD TO CMU AND (18) SDS k x 3' SCREWS TO GIRDER (EACH TIEDCWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = SS85 LBS (2 PLY MIN.) 2a s(TYPICAL ROOF i)GIRDER CONNECTOR(S) SCALE'y4„="" LSTA12 20 GAUGE W/ 10dxl/2 HDGNAILS @ EACH END. TOTAL OF 10 FLOOR GIRDER iTT4 W/5/8"A.B. WITH AIN. 7" EMBEDMENT TO SLAB & (18)16d x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST, , WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING . a. 12" O/C STAGGERED. ADDITIONAL METAL 1/2" GYP. WL. BD. CONNECTORSNOTa� REQUIRED WHEN NO UPLIFT IS PRESENT. 5 GIRDER/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0' DFLOOR TRUSS CONNECTION L.B.W. scALE:3/4"=1'-a' (NO UPLIFT) DEPTH 1/4•D —HOLE EDGE>5/e" —HOLE DIAMETER 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE EDGE>5/8" HOLE DIAMETER < 3/5'D DBL. STUD 8'-0' M" (WIM) OR IV-0 MAX LW? 4) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREDLINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" ix4 DIAGONAL STM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING V-(Y O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1W-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING (2) 2X4 No.2 SYP DIAG. — 8RACE W/ (3) 12d @ EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) W BRACE 30'-1" TO 6W-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) .X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W/ 1/P' DIA ANCHOR BOLT W/ 7 WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37'OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d%8" O.C. MAX CONT. 2.4 SECURED W/ (2) 10d'c @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX 7DBLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4"=17 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. 1T 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 A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 O F G7 IL o F a� sysaly Lour: ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJECT* 04181.04C-08141 a 00MIL 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C ROLAW MOUCHACPA AR M 997W , DAT " 02/07/22 STUD NOTCHING 11 ALTERNATE MATERIALS scALE: 1/4"=V-0" AND BORING LIMITS SCALE:34"=1'-0' 11 sDEMET 8 scALE:1 yr=r-a' s3.1A ' NAIL SHEATHING TO LADDER EDGE PER SCHEDULE[-2X4 CONT LADDER EDGE 2X4 LADDER AT 16'0/C WA2116d NAILS 8- O/C TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d C EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0"TO 30'-0"(1)"X'BRACE 2x SUB -BAND 30'-1" TO 60'-0 (3) W BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE (M CENTER STIFFBACKATALL (2) W' 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)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES Q 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 Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS A W/ HIP RETURN scALE 34"=1'-a' VTCR SPACING (1)AT EA( AND 6'-0" O. PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-U' O.C. (AT !�� PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) g 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH'T,f, STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX SECURE GABLE TOM P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL Cg1RSE CONT. 20 SECURED W/ (2)10ds @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ SCALE: 3!4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774 4078 www.abdeskM"up.com AA S: 0003325 0 F 4 Q SVBDIv. Je IAT: ABBOTT PARK LOT #8 BLK #14 PHASE 4C IROJSCTfp 04181.04C-08141 MODZZ4 4EBB "1828-CALI" DAAAG5 SWING: LEFT 1 PADS: DETAILS 160 MPH EXP. C PALAW A.AB� I. AR NO 987W PRINT DATE 02/07/22 9CAI.S: 1/4"=1'-0" SIiSST S3.1B kl. ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52,70 PSF (62.70) ZONES = 60.50 PSF (70.60) ZONE2"= 80.SO PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3, = 83.80 PSF (93.80) ZONE 2, = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT:-/-0.18 ROOF DNPHRACN1 FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP i (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE iOd RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR SHANK ASTM 10d RING SHANK, 2 12' 0131 F1667 SC EW HANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/B" 0.113 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 23/9' 0,113 F1867 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SFEATHNGATTACNEAEHTBPACNG ZONE 1: 10d NAILS 04. O.C. ON EDGE AND B'O.C. IN FIELD ZONE 2e, 2n, 2r 1Od NAILS Q 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 ed Pow 8Nvx GUN NULS 0 4.00. li ' TYP. EXT. SHEATHING ATTACHMENT �8 �o Pe` 8 y® oO em RAFTER OR TRUSS ROOF SHEATHING U BUILDING LENGTH U + ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W BLOCKING O i6"O. C. IF NO DROPPED GABLE END, ATTACH 2.4 #2 SYP BLOCKING 0 16" 0. C. FIRST 4 BAYS W# (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1W RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` (—#8 2" DECK SCREWS C T-9- O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND Wow' ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%MR ENTRAINED CONCRETEEXPOSED TO EARTH ORNEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CH4LFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS POLYETHYLENEVAPOR BARRIERMEM PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SABSONGR01#1DWHEI�INDIC4TE0ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402J602-16 AISI SPECIFICATION FOR THE DESIGN OF COL6FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPEGFCATIONS DRAWINGS. BEAMS LAPPED S INCHES ND E 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 SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: OISOGUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, 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 EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,°RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOTSCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 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. SYP #2. 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRAG NG, GUYS OR TIE -DO ANS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SWILL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN L G DADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -nOn-ooncun nt 10 psf BTM CHORD +w —cumnt DEADLOAD DEAD LOAD 15 p4f TOP CHORD 20 psi TOP CHORD (7 psf %W ASPHALT SHINGLES) (10 psf IW No GYPCRETE) 10 paf BTM CHORD 5 psf STM CHORD DEAD LOAD TO RESIST W NO UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 PST STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7.16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50pd,, ROOMS OTHERTHAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAW NGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN W/RITI NG BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE NTH ASTM 0-1557. TREATALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE 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 BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABONORADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5P+/-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MANG, TRPfSPORTBIG, ETC. CONCRETE TICKETS StALL BE TIME-SrAMPB3 WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. ITSHALL BE THE RESPONSIBUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE MID THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHA L BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY DPOSEDTO EARTH(FOUNDATIONS), B FOR CONCRETE EXPOSED TO EARTH MBYORWEATHER 1412PFOR #5 AND SMALLER 2PFOR#6 AND LAW C. FOR CONCRETE NOT EXPOSEDTOWEATHER V4' FOR SLABS WALLS AND JOISTS 1-1/2PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS WELDED WIRE MESH: WELDED WARE MESH, SHALL BE ASTM Al064/A1084M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS Two INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED T-O.00, EACH WAY, REINFORCING STEEL REBAR SHALL BE ASTM A615A615M GRADE 40 1 N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR • 36' #5 BAR - 30" #7 BAR - 42" PROVIDE 36"x 36" CORNER BARS, BOND REAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WTHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIESA AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM 090, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 6' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" 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 SHALL BE 3/6' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE 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 A38/A38M FY =38 ksi FOR ANGLES PLATES AND VYSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM GRADE 8 = 48 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = FY Y 35 ksi TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THENUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SWILL BE HOTOIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNEGTED-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL?LATECONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 788: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 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 PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ` W. lAll s4�an octas ow reuseo�, 4Nowsr. n,iE°aNa. sxrnNs�a+axr oz/vz oul Ea CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS 8—SE-6 x'o `s a �G� lid 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/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] 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. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 J as i� C eJC ,"DDIV. Ae IAT•. ABBOTT PARK LOT #8 BLK #14 PHASE 4C PROJECT# 04181.04C-08141 �[ODEIs 4EBB "1828-CALI" GARAGE !J' WING: LEFT PAGE: DETAILS 160 MPH EXP. C 1 ROLMID A. ABOUCHACRA AR NO 90720 , nw WT 02/07/22 WCALL: 1/4"=1'-0" ■HEFT S N1 ■♦ KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS MI$NNd�W � PRWNF*W4a/EN>e1Pt0#NIDEBNMPTOGA,q.vtMNME eWuAlsu6D9nT�N�wnNn#NEa ���ieaeiA�,N�[ gEaNNPRteµg46NONNW 61kri l.i,Eye PnSpy4 NwePe rg4iEp w%�a+mz°Eon+e rxs#aweDriRi'aiPia�.a�o°NODEMry�a�r L uEv¢Nv msa N�mu nl VNTMiaDBww,wi�N9rTw•�au�#ivaEH+D�itl#�� woPNONrNeee*>. ._ MPnoulc WiNSCOMx"Fp,F3MMEE#iEDYPMTEet"G oeRPo"No#> IRa•Ba#RCNrtEfVA+L �aou;TTrsiP".1+.,P NNN TAMa 10p{.P#n1P ♦ wpOWKrci MEGNt,N4 E*WCMUL00NGRRi}NAWNRr N,D Ygnpi V4ep<OWAIBIR n1E #FrxgaNMBWBTrNTE roBnN BOTTR 9MLL N �rtREKDinN WAatEM M,KTMIMI"NEI NGPerGN6NN�AVWNYDn� �iM�14 R9F nLGPm�M °•" :eP a:oRmE`n,"iv::er:.�a.Paix,NE a fl+�iw renew"in+reenw�aNaxoNmDPVKTA#10.9eGN DCRm nrwsiN.AirnE e. a N.r'insrs�a+�Prtm�uo�Poaa� sa�row BE meR wi4. zaoPNcesii,PTNecuRaNr m,TxNlar neruNo. PNNea coot �OCC� naNPOMTN4vJLe4Na YDTN W"N#G,MER iOhOune�M Tqi OBYMialOatV�iLwEno,s��lOaC ie,e l�E,e-v"¢ RlBNifMn/+cNR� um 4wueHEOMACWPExxNOe v,RM>Ne wRx[xi eDFAw o• a iMEFL011lMEWDN4CWe. Bffr �xuunla' poe N,€ anwh wi�PPw�o+eosOLn: aGIKpl4!("igrE ro. Wi�NN4: ,a�•w u�ewEa�ori �awPD�iu#�i[p wc�.voE�Renourouo PN16N,NF8Pe0Ilu1Nwe4 MAI WIM ,PT. µ�weE'L NNP'i0Wt+9#iLNPBM:Mn61YNVrnC'N49 rnoN NATYEW E nfNSfllofia �EBieoiNlEyesmENOTnorn Pai DESIGN PRE ( ) RAYNG AT 10- SPAN (NOTE 2) VMxLtORrt 4{Mt tpT NY CD (B1q N0TLp U"BFIINtNOTNg M FR IgINhaKM,RJ NNLBN, IY tM[ a Tole np' / A-n.YE6 .Bar/-Ev W. Nn -ePlEn / .-oNW(l .Kr/-q WA Nn Nn aeBT BOLO Tgrrn �-pwaq /!-nMRN[t Ha.T/-M) 4q a.,p pn DBET Wlim BOTr1l ,Y 1RME . ruu-0-Ynlr tm fqa ! ++NBMC rK%-tl Fla a,1 ��,� ! tnN,.aL .Ear!-ED Na oaE ,vlrzD aaNl pMI[ ,„POE�flayn�PBOMRN r,a1o6 81EErMBKID)RySN�vt S CallNlm in ,Eeplt�oBty1�E ai WI AwENr mMM urhE-�ix,E OOo[ M C m M O�Nil(AY#IBPekM�M Iuc 9P" f�E. nEN 1Rna.'1 B�NlbP146A BT Ps rA M >Q Mt i Re, DrION rEltnep Y ,Y. tY. ,.' NID M-- eEE 8NII,6 T ND . PM IBFeE 9W elNllAl1N6 M AUY/NneD IIWtC CMNELW, eND 0�6swC G.( nOiOPPtlpl 9R bQr a InR fLNtCrA OErM1. DP RATINGS AT VARIOUS SPANS IN{TNYTION IID'TO: 1, LIYLWIDTNat$PNI61 f., �WBT.LLIATpNalnB6 BECigNBSNOWNONa11FETElM,3.0EPICi SNOIE 9PMI6 rpi EAVEC0161nUCTMNIOi TpMBAWODFWMM0IMFJTNER cwIrAEYEADRavEPNANncwrrouunaws. NPNEVLR, rwsontsrar WIT BWI'N WBTwIAIgN TC TNEEE CONFIGWAIgNBMaT ISIDNG Ag IMIIYN i#aT elcen r,ECMlaxenre #NP BPAN LMP a #Ig Nax,AEsc • I z. 6EE>ABLE PN iN184N�1 ip16Pq,69r ,O•. n'. 11.T'•,,R' AIIP TF J. INBTAL:AIM)N fABTEx[PB 1} FAPLNLR6%*,L IE TNETiPL VU EFVCPWTMq LP% P*IAKL*701 MLPI 1 rprFEIKCTNE OMTPAIL BLL FANTLIRAKHLW4 TADA ON TMS SNEEl. .1. MINWW/CN6fpMp.NTaxGLW,`.NWtFM&EBIWCL4PI,F BUT NOT LEETEp TO BTU."CQ F WM BRIG4YENBERMIp 664N41EDCE geT.WCF.w &HALL BE aUCN To PIIEVENTM CRALXEi3 � BUBBTMTE WIERMI. _s NERLENcIlsaNVAN eI rNEwrw.#TEnoET#as ooNor Tna"ro ACG9VATTVKLi1NaK5�wALL iMRN N,KJtNEaaSH`Lt BE APFiP 19 rxE BLW B,JwQ iMtfiT�R 6EM0TN6.6EEiAB1ENFN aLA�EIVLE rADLE ON rNl@ aMET, ABTFxEPA BNNI rAK CnR40RpN RFBKTAAT CMnNCF oR BT WIN o< CORRa9,Ox nELB,AMr WrfAYde GWFAlt♦LE 11T1M 14 9uEBTMTE WTERW9. FASTENER SCHEDULE nsrr DN,nEE . - !Y -wA WNac,E a Nne,wT � ,1.. � DNNno, x .BBD ,N/r ,!•• :>/+ ra,°w., aNw InN+,I ROW >n' ,!•• xRN,,PEp y ''NceER `1fX'N" aR IBWMPn'aV"NR, '-,n• ,wiri, mrt aaawNn raYl,ta ENac ENA IBIaE2 Ra�waalrlwr IN91� EW wAPnPrEN Me PAEIPIT, >b Nwaw wenanE Nro NNL nt r,V,en, Vr",x trtmoN otPR, Eno 9 ,79 .165 07, 0, 1/2" J—CHANNEL/TRIM 1 VINYL (No. 1100) 422 1. 77 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT !-CHANNEL FASCIA SERE$ 12' TRIPLE 4 SOLID No. 0623 SOLID SOFFIT 12- TINPLE 4 FULL-0-ENT 1/2' J-CHANNEL 4' FASCIA No. 0622 VENTED SOFFR VINYL NO. 1100 ALUMINUM NO. 9700 12' TRWLE 4 FULL-O-VENT ECO NO. 0639 VENTED SOFFR TABLE OF CONTENT am Deaus,NR aooNE NDio. reTraENMt Rnrm Tom BaNsuE ! J B WNI.aNN ,"IEn NE4 P M,RAS b NIIBM 8PlNB "ELM,ON„ DW16. CN,M1MII EDNBRRSPE„ wTWN1tR :nRa. owR,NN WxeNNL•WR ENr-Inner «TNu .„wan. e EOrn1 rPBrEe raa.Ea / .aN BILL OF MATERIALS r "• Rw >a01ansmste TamM a BMler , ,eo anRtnm a : uxE (ME ND,E BNffT n • - m BMP4 w am r (s¢ MON ,o aN am , 8 + T-V2 T-ME PM Odclsi6 M,D a� • DNlna x,_ya-ssr ,Nn sim ,E CA x >/M RE1M a01N STML ,' ,ea ,O41M ere6 E M ROW Y11. b• M � ,o .00B - Bo - o.4z I.E Euso ' x Y ,N,BtN. +BOo rT,t - W .net Nr Eeon Ti ,m NRL smL ® TRIM NAIL INSTALLED THROUGH FASCIA 0 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS -4 O FASCIA JCHA MAX DETAIL A FASCIA STAPLES INSTALLED® 12- O.C. MAX ONTO WOOD) IN J-CHANNEL SLOT OR T-NA 1- ®12' O.C. MAX (INTO CONCRETEIMASONRY) BOARD BY OTHERS OSTAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL ___... HEM AND IN VALLEYS STAPLES INSTALLED® L 1 T O.C. MAX ONTO © (2)INOOD) IN d CHANNEL SLOT NOOD BATTEN STAPLES INSTALLED THRU SOFFMAND JCHANNEL AT NAIL HEM AND IN VALLEYS NEXT" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. E^J t MAX�W DETAIL D C) STAPLES INSTALLED J-CHANNEL THRU SOFFFAND JCHANNEL AT NAIL FASCIA MEM AND IN VALLEYS O SOFFIT ©JCHANNEL� J' N DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/RAFTER LOCATION NOTTO EXCEED 24' O.C. INTO FRAMING 'TRUSS/JOI BY OTHER :HANNEL ® v DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR -E 101 NAIL AT EACH TER \ TRUSS/JOIST/ RAF LOCATION NOT TO EXCEED 24" O.C. INTO C)STAPLESINSTALLED THRU SOFFITAND JCHANNEL AT NAIL HEM AND IN VALLEYS 0 11 1X2 WOOD BATTEN �1X2 WOOD BATTEN / O SOFFIT VW NSTALLATION SCREW, ®JCHANNEL- SATTENATTCHMENT FASTENER SPACED 24' MAX O.C. TAPLES INSTALLED® DETAIL C 1 T OC. MAX (INTO OOD)IN J-CHANNEL J-CHANNEL SLOT OR T- NAIL EIT O.C. MAX (INTO CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) BY OTHER 2-IleBATTEN ATTCHMENT EMB. FASTENER SPACED 2e MAX O.C. TAPLES INSTALLED 12' O.C. MAX (INTO WOOD)IN J-CHANNEL © SLOT OR T-NAIL EiT O.C. MAX (INTO CONCRETEWASONRY) WOOD (NOTE 1) NUMiMINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILIND CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION PAWL' AVE WIDTH PAN 'L EAVE WIDTH F (ROOF (ROOF OVERHANG) OVERHANG) SEE DETAIL'A' — SEE DETAIL'E— EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL G WALL, FASCIA 0 FASCIA END CONCRETE; CMU OR WOO:TAIL'D'—#�� (NOTEA) SEE SEE DETAIL'E' SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END l1`A■r�`. lei V 12" TRIPLE 4 SOLID SOFFIT — VINYL NO.623 _lil}J tf �(ff�(fi�i��ff()ff� of{n�fifrrrtfif�� �mr 1 ILtAL A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 t1711tiff�j����UINtfNpri �� illty�I1f111iU(1!�_1fr�iP_')^�� 1� CMU OR WOOD (NOTEA) nAa A 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwsbdesigngrouP•com AA $: 0003325 f IL C. � � � e9pp¢NTI 0 8�pp 9�pp 4 IM UDDIV. &ABBOTT PARK LOT #8 BLK #14 PHASE 4C lOJ14cTN 4181.04C-08141 ODaIA 4EBB "1828—CALI" ARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C 1 DRATTM 02/07/22 scwLl: 1/4"=V-0" s SD1 GENERAL REQUIREMENTS: i. • 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 NVIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT IN TF:r_WM1rA1 RI IPPnPT 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. FIGURE 1 t VENTING TO OUTSIDE OF FASCIA EAVE SHIM x HARDIESOFFITO (WOOD) VENTED PANEL SUBFASCIA MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA 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." LtAV t AI'YKUF'KIA 1 t GAP AND CAULK SIDING FIGURE 2 FRAMING MEMBER NG ER H-J( MA I I MIN NG ER I NG IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT •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 • r--- KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT L N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 1P04181.04C-08141 VHDIv. & LoT ABBOTT PARK LOT #8 BLK #14 PHASE 4C ROJECT# WoDzza 4EBB "1828-CALI" GAPAaa BV#MG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C 01. 1%0