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HomeMy WebLinkAbout7690 Wheat Stone Dr2 99 99 ) )-4EBB-CALI IIF -A63i!H 0 M E S 3501 RIGA BLVD, TAMPA, FL 33619 Tel- (813) 549-1967 Fax: (817) 302-3134 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FI.ORIDA BUUING CODE, mmEnIAL ABV ABOVE LAV LAVATORY DATE DESCRIPTION eTx EDrrlox (zozs) • ALL LOCAL AND STATE CODES Ac AIRCONDITIONINGLEMMc MEDTCTLUMINOUS ALi. ADJUSTABLE M C. MEDICINE CABINET AL I. ALTERNATE ME MANUFACTURER 01/26/1B CD-5 15 €D ARCHITECTURAL SHEET DESCRIPTION mI/5/IB 20I1 FBC UPDATE DR HORTON HOMES TAMPA NORTH DIVISIO :OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB •MIN, INTERIOR FINISH - CLASS B ED BOARD AMPERAGE MT MMETALLTTHRESHOLL cL CENTERLINE MID MOONED CAB. CABINET MIL. METAL cL° cE PANG NT.S. NOT ToscA E PG PG CZ -COVER SHEET GN- GENERAL NOTES min6/IS Cr* RE -ISSUED 02/21/15 SIDINGELEVATION5ADDED 0312&/IB CC'SRE-15$UED 3501 RIGA BLVD TAMPA, FL 33619 TEL: /813 549-1967 -BASIC WIND SPEED - Vult=160 MPH V83d=124 MPH •EXPOSURE — C •1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLR CLEAR OC ON CENTER CONC. CONCRE'I IT, PROPERTY LINE aT. CPT CARPET PB FUSED TON CERAMIC TILE PH. PHONE D DRYER PUT. PLATE TEL DOUBLE PLYw°. PLYWOOD PG PG PG PG Al -FLOOR PLAN A2D—ELEVATION "D" El -ELECTRICAL PLAN PI -PLUMBING PLAN 04/IM6 FOOTING REVISION PER M. WILES 06/21/IB CD'5RE-15WED 02/WI9 ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYER5) FAX: (817) 302-3134 AND STATE CODES nG DALCI,PR PAR DIA DIAMETER PT IETR ATED m222A9 FLAN MAINTENANCE PG M1-MECHANICAL PLAN 03l28/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR RISER RISER DIM. DIMENSION R. DISP. DlsPosaL RAD. RAnlus DR DEEP DR. DOOR RAG RETURN AIR GRILL TOR EF Ds. DOWNSPOUT RM ROOM ROUGH OPENING PG PG PG D 1 —DETAILS D2-DETAILS D3-PRODUCT APPROVAL • STATE OF FLORIDA r SQ.FT. CALL. S 04/24/8 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BAT50N(MELB.) 04/W5 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELB.) LIVING Ie285Q.FT, 06MA9 ADDED 'EXTERIOR MONO DEEP FOOTER'DETAIL I2/SIIA(ORL) PROFESSIONAL ARCHITECT: DTL. DETAIL RO, D.w. DISHWASHER Sc. SOLID CORE ExTDR PG WA1-WALL ASSEMBLY DETAILS mb/21/19 ADDED LED LIGHTS e KITCHEN 6 EATH PER MARK BOWES ROLAND A. ABOUCHACRA AR No. 93723 GARAGE 430 SQ. FT. ENTRY 1&60. FT, LANAI gg 9Q. FT. TOTAL 2362 SQ. FT. EA, EACH SD. SMOKEDETECTOR FEEV. ELEVATION srt SINGLE HUNG EQ. EQUAL sxr. SHEET EXH. EXHAIJ T STUNG. sI-tEATrmvG X EXTERIOR SS s R SOOTIER I _ FUEL GAS SL. SLIDING PG PG PG PG WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS WA5-WALL ASSEMBLY DETAILS OIAIM5 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) m9/11/9 ELEvATION'G'SID1NG-ADD€DLOUVER 9GABLE ROOF 10/25/19 ADDED OPT. a'-o' CEILING HEIGHT5 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FIN FINISH SL. GL SLJDINGGLASS PLR, FLOOR STD. STANDARD FLOOR. FLUORESCENT SWS SHE WALL, FRG R. FRENCH DOOR TEMP. MPEREDGLAS9 GA GAUGE THK TIacK GAR DISP. GARBAGEDISPosAL T.O.C. TOP OF CURB G.F.I. GROUNDTAULT CIRCUIT TOP. TOP OF PLATE T PTER T.Os. TOPOF SLAB L 7'YPTYPICAL GGLASS PG WA6—WALL ASSEMBLY DETAILS 01/01/20 REPLACE U5P CONNECTORS WITH SIMPSON CONNECTORS malmla0 REVISE ENKAVENT RADON PLAN DIMENSIONS 04109/20 OPT. 6'-0' CLG. HGT.- ADDED LED LIGHT IN FOYER 04/09%0 OPT. 8'-O' CLG. W.T. ELEVATION 'C'• REVISED HEIGHT OF ARCHWAY m5/m612m ADDED ELEVATIONS 'L'I'M'IDRU STRUCTURAL SHEET DESCRIPTION . GYP.BD. GYPSUMBOARD UN.O. UNLESS. NOTED H.B. HOSEBIB OTHERWISE H.C. HOLLOW CORE VP. VAPORPROOI+ HDR HEADER W WASHER HOT. OR HT HEIGHT W/ WITH INSUL INSULATION wD WOOD MT, INTERIOR WOW. WINDOW W,TT WATER HEATER W.T. WROUGHT IRON 01/15/20 ADDED ELEVATIONS'MG'-'M41'-'MS' (ORL) PG PG PG PG Si -FOUNDATION PLAN S1.1A-DETAILS 51.2-DOWEL PLAN Sl .2A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 01/01/21 2020FEcUPDATE 03/0321 ADDED SOFFIT DETAILS m42621 ADD€D€L€vaTloNs'N'f'o'roRu 04/21/21 1 ADDED STONE OPTION ELEVATION °& (MELEOURNE) 05/01/21 ADDED ELEVATIONS 'P' a 'O' (ORL) PG S2-LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG PG S2.1A-DETAILS S2.2A-SAFE LOAD TABLES 05/1a21 ADDED DEN OPT. (TAMPA e FT MYERS) 08/I0QI ADDED 20' FOOTER OPTION (TAMPA) IIIOMI ADD FRENCH DOOR OPTION 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 PG PG PG S3-FRAMING PLAN S3.1A-DETAILS S3.1B-DETAILS 03/06l22 ADD COURTYARD OPTION 03/09/23 ADD PAVERS OPTION (TAMPA) 04/12R3 ADD RECESSED SHOWER IN EATH "I OPT. CLARIFICATION. PG SN1 —DETAILS 01/01/24 2023 CODE UPDATE AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI -SOFFIT DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SD2-SOFFIT DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR 1NTERPRETATIONS OF CONSTRUCTION BY TH$ BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bd esigngrou p.com AA 1:0003325 w y d a Q Q F ti � O svHDIV. 8c M- ABBOTT PARK LOT #39 BLK: 1 PHASE:3 PROJECT# 04181.003-39012 MO DEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C ROLAND A. ABO,UCF}/ACRA 11 AR NO 9,W_;S PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' - O" SHEET c 01 GENERAL NOTES SITE WORK TIMBER 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1, ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 8th EDITION, (2023), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 8TH EDITION (2023) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2023 CHAPTER 3, SECTION R301.2.1.2. 3, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 1. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 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 AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF WALL STUDS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION AND STRUCTURAL DETAILS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 5. WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX °A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/4' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL THE FBCR TABLES 2903.1 & 2903.2. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. GARAGES AND CARPORTS 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 1. GARAGE DOOR DRAWING. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET A. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES." EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS. %" THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE. 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 4. AS PER SECTION R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-Cl ASTM-C1787. LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE LATH AST - - 063-18b & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: 3. LATH & AALL STUCC PER ACCES SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. ALL STUCCO CONTROL JOINTS KICK -OUT OUT DETAILS CONTROL JOINTS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. -- 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. SIDING TO BE INSTALLED PER ASTM C1186 STANDARD SPECIFICATIONS FOR FLAT FIBER CEMENT SHEETS. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS I. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023) R704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 10/10/23 (CM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y O Q o Q Q Q e m a SUHDIV. & LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181,003-39012 moDEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES %160 MPH E . C AR NO 93723 DA ET 02/19/24 SCALE: 1/4"=1' - O" SHEET G N 4 OND I (2) 3052-6H EGRESS (2) 3052-6H Gil h----------- C t' LIVING - LANAI C � BROOM mB� Gr, I �; ro = Q I BEDROOM #1 n. I FLAT HDR A.FF. DINING 2X8 _1 = ROOM v B® CLCx 8_01, 4'-g 0'I BATH #1 ry WI.C. I V___- - -_- b36 �1 Q i �8 �B'-m'G.G. is �� ___ ___ � I �• SHWR. PAN REFI - --� IR-ISH SINK 624 p G,_g:, a ®" n 8'U DCLpY mi BAT W-01 � ❑ KITCHEN ---J UI RANGE 36 PAN, N - 8'-V CLG. in - �' V. O- n BEDROOM#4 FLAT HDRAFF z _I 0 z_-a" o" m n w m �o Es III � I V.Illc LR A �'�� ID m BEDROOM #3 =� I 81-0' CLC% mOry'MT. II n r - 22�x54�- -I I ATTIC I ry L 2C1:!Et5_i ® 1 III / - 11� 9 I IQ Lj, LAv. EOLLARD Q U AS REQ. ro I la ry BATH #2 m_ m PER BLDG. I la W-0' CLa - CODE - @� GARAGE 8 -0' C! G I, I FOYER k - e' ®' Cm BEDROOM 42 CI JTLi m ENTRY ij B'-®'C1Cx�� 16'-0'X1-O'O.HD. II (2) 3052-5H L _ ❑ m� T EGRESS I -- - - - - - - - - - - - - - - - - - - - '-- a 4' I, FLOOR PLAN 5CALE: 1/4' = F-0' DEL 0 TOP PLATE i BAR DETAIL ASCALE: 1/2"=1'-0' EXTERIOR MASONRY WALL ERG. HEIGHTS 5RG. 10'-0' BRIG. . 10 SQ.FT. CALC. S LIVING 1828 50. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 50. FT, TOTAL 2362 50. FT, COAPO M AND CLADDING WND LOAD$ BASIC WtV EOW AE FOR 3 SECOND MA'11S OPENNCS SODAAE ZONE 10 WH WND M REmm AND TYPE FOOTAGE MIN, WINDOW 10 5 33b/-44,S CRITERIA EXTERIOR SWING 20 5 32.1/-41,S DR. MIN, CRfTERIA S.G.D. / FRDR 41 5 30.5/-38.8 MIN. CRITERIA 16070 O.H.D. 112 5 28.1/-3L5 12'x12' SOFFIT 1 5 33.6/-44,S BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMROL DATE+0919/23 HDR. DTL. B 5CALE: 1/2 = 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RE5IDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-GORE 5TEEL DOORS NOT LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 w y z o w Q o O a A Q Q Q Q Q e O B e O SUBDIV. 8e LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 ASODET- 4EBB "1828— CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C r� t F OLANVA. AB ORA R NO 93723 SCALE: 1 /4"=1' - O" SHEET Al r 6L— a�T. FYPON LV12X24 ------------------- OR EQUIVALENT SHAKE SIDING -- - AS SPECIFIED --- -- CTYP.) 4' FRIEZE 12 --- -" - A2D BAND (TYP.) 6 6' TRIM I I I BOARD (TYP.) &' RAISED BAND (TYP.) OPT, COACH L IG-IT 9 � WA n I� LAP SIDING AS SPECIFIED (TYP.) --trt---ntr-----nn---ern---Tr-�--x------- 'FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR RT03 A SHINGLE ROOF FYPON BKTIIXII OR EQUIVALENT OFF RIDGE VENT W �' ✓ N DECORATIVE - - 5HUTTERS OR 14B 14B EQUIVALENT A3 TYP. 4" RAISED •9''.� BAND (TYP.) O B FIN, FLR_ O'-P' F N. CLR. �, I RAISED STUCCO BAND 4 ., �—� _ _—_—_—_�� COMMUNITY Sj�EGS. CTYP.)O O"_FIN.. FLR. REAR ELEVATION SCALE: 1/4 = 1'-0" TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT r" 5R(- T. 9 O' ERG. -G'T. ro S. RAISED 5TUGG0 BAND PER COMMUNITY SPECS, (TYP.) '-\-=-R.J—_—___—_---_—_—___—_—_—_—_—_—_—_—_—_ LEFT ELEVATION SCALE: 1/4 = I'-m" TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT IF � ro ai R415ED STUCCO BAND 9 SDI PER COMMUNITY 51-EC5, —+ -O'F�,_FLF -------- —-—-—(TYP.) '�- — - — - — - — - — - — - — - — - - RIGI�T ELEVATION SCALE: 1/4 = I'-m' TEXTURED FINISH i" FIN_ FLR. !T --- I IIV I I I I I DECO. DTL. A SCALE: 1/2 = 1' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w y c a � a z m 0 SUDDM & LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL• 4EBB "1828-CALI" GARAGE SVnNG: LEFT PAGE: ELEVATION "T 160 MPH EXP. C ROLAND A. ABOUCHACRA AR NO 93723 PRINT 02 19 24 DATE: / / SCALE: 1 /4"= l' - 0" SHEET A21Jj t r P ELECTRICAL LECaEND SYMBOL DEFINITION NOTES -f--H U5V CUTLET X AMP SINGLE POLE 110v OUTLET 110V OUTLET 1R of OUTLET WIRED TO SwITCu GFI I10V OUTLET INTER) T Wr (TAM PAUL PIER !TEMPER RESISTANT TYPE) RES15 220V OUTLET (4) WIRE CONNECTION WP EXT. WATERPROOF GROUND FAULT i OUTLET INTERRUPTER 507CH SWITCH 3-WA- -PER. W4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT © LED VAPOR VP PROOF LIGHT OVP PROOF LAP40R (01 RECE55ED CAN �Ol LED RECESSED CAN VENT. FAN I CFM PER SQ. FT. VENT. PAN W/LGHT I CFM PER SQ. FT. AfSPE NITr LHiE FI BUILDt UIG, BY PANEL METER STOKE DETECTOR BAIT. BACK-I`P W/ u4RdllIRE CARBON MONOXIDE/ 51— SMOKE DETECTOR ER CQNECTSHAL CLMBO BE A DIET. OF NOTOT LESS B 4' Q CHIMES PENDANT LIGFR LIB NATURAL GAS V OUTLET ► TELEPHONE JACK WF! WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITIONING - �UN.O. A/C DISCONNECT SEE THI6 SHE T �j H V L—J TELEVISION JACK CEILING BOX REQUIRED TO BE SUPPORTED IN O J-BOX AGCORJANOE W/ BOX MARLED AS SUCH FOR 1N5PECr1ON CEILMG BOX REQUIRE CEILING FAN/LIGHT TO BE SUPPORTED IN ACCOF'i>ANCE UU BOX MARLED AS SUCH FOR IN6PECTION nnnn 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENr LIGHT STRIP nnnnn nnn 48• INCANDESCENT LIGHT STRIP ROOD LIGHT PH. PUSH-BUTTON FOR CHIMES �- • USS PORT LOCATICN OF TV JACKS / PHONE OUTLETS / FANS TO BE VERIFIED * HOMEOLLNER PRE -CONSTRUCTION MEETING. ALL 15 A 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED. 20 AMP DEDICATED LAUNDRY CIRCUIT. DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL BATHROOM EXHAUST FEN TO HAVE MIN. CAPACITY OF 50 INTERIM INTEi I TTENT. LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSOJNEL ON FEEDERS. WIRING METHOD SHALL BE NON METALLIC CABLE. THE RECEPTACLE FOR A BUILT-IN DISHWASHER SHALL BE LOCATED IN THE SPACE ADJACENT TO THE SPACE OCCUP= BY THE DISHW45HER U.HERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BT A BUSHING, GROMET, OR OTHER APPROVED MEANS. SURGE PROTECTION- ALL SERVICES SUPPLYING DWELLING UNITS SI-!.ALL BE PROVIDED WITH A SURGE PROTECTION DEVICE /5PD). dlia�l!l FROM CHANGES TO tHEq ONE OR MORE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOMS) RECEPTACLE CJTLET(S) REQUIRED AND ANY COL94TERTOF AND SIMILAR WORK SURFACE RECEPTACLE OUTLETS, SUCH CIRCUIT-. SHALL HAVE NO OTHER OUTLETS. AT LEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL 3_ INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER TH15 CIRCUIT SHALL HAVE NO OTHER OUTLETS. �ONDf GFI I j I I I LANAI CEILING LIVING ROOM MTD. LIGHT PRE -WIRED'. TO BE 1 CLG FAN INSTALLED, BDRM.#1 L �� PRE -WIRED PROVIDE CLG FAN WP J-BOX FOR - A-., GFI OPT. FAN P. v - -�— I I PRE -WIRED CLG FAN \ I DINING I --- - II ROOM � I 11 _. GFI GFI j O I 4. r. ✓ III - 1 ® l i "sWlrcH IN(2) OUTLETS CABINET_ _.. t GFI BA`Y TH #1 y/�' L -- -- GFI I '� / .I. C. L \ REF /- -_ , �- -_ � GFI I I► LX SINK I OUTLET FOR DW EAU KITCHEN (� ' I RANGE - r/� I BDRM.#4 7 L ts') == o I PRE-WIR O " GLG FAN I RA 11 ---- � I 44'A�B. FOR — � L / GARAGE I EOLLARD' / I AS REO, / PER BLDG. / WALL MOUNTED j CODE III LIGHT W/SWITCH IN ATTIC METE y _-nI, L GFIj/ CLG. OUTLET KEYLESS i VERIFY Loc. I'q d FIXTURE'II., IRRIGATION OUTLET FOYER OPT.--------------- COACH LIGHT ELECTRICAL FLAN SCALE: 1/4' = 1'-0" ,= BDRM.#3 ' / PRE -WIRED CLG FAN \ BDRM.#2 \ �L - I I I 0 I 1 I oL I I � I LED LIGHTING C DOUBLE LAV. BATH •1 I I LED LIGHTING 0) SINGLE LAV. BATH •2 15O 4r iP ELECTRIGAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR STH! EDITION (2023) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN UNLESS NOTED OTHERWI5E. GRADE PROVIDE 32/0 CU, THUN . 1% GU IN 2' C( •4/0 AL, THLLN . IY CU IN 2' CONDUIT OR 2 !CONDUIT TO TERMINATE ABOVE SOFFIT s CO-51"TION SERVICE I50 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN PHASE NEMA 3R ENCL05URE MLO PANEL 150A/2P MCB 3 TELEPHONE SERVICE CABLE TELEVISION ENTR.MICE SERVICE ENTRANCE EQUIPMENT EGNJIPMENT I INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 150 AMP, 120/240 VOLT, I PHASE 5ECCNDARi 1 14 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN CONCRETE ENCASED ROOTER STEEL PER 1-1/2" DIA SCHEDULE 80 PVC CCNOUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBCR STH 2/0 ALUMINUM (AL) IN 2" CIA SCHEDULE 50 PVC EDITION 120231 CONDUIT UNLE55 SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/S" DIA X S FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F w O Z o g o QQ A suBDIV. & LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 DQODET- 4EBB 1828- CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN %160 MPH EXP. C ocr ROLAND A. AB 16 LCHACRA AR NO 93723 go PRINT 02 19 24 DATE: / SCALE: 1 /4"= l' - 0" SHEET El f' r v' 4 e' r 2 2' VTR � I\ KITCHEN SINK X/ 2' VTR AUTO VENT 1 1/ice Vz° �\ 1 vz,�' I yr we 2- 2 - 'zl v2� . 3" TUB LAV a-I12 3 LAV 2 WC 2, SHWR �I 2 WASHER l 112, 3" 3' PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 - 1'-0' TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a bdes i gngrou pxom AA #: 0003325 F N d w ¢ O i Q p Qp y A ¢ CQ a p a p ap p a A o a � m a 11-T ----- m o SUBDIV. & LOT- ABBOTT PARK LOT #39 BLK: I PHASE: 3 PROJECT# 04181.003-39012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C I ROLAND A.AB UCHACRA AR NO i'13 go DATE: A02/19/24 SCALE: 1 /4"=1' - 0" SHEET I 4 r 4 HVAC NOTES 1, ALL MECHANICAL EQUIPMENT SHALL 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 LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB a MASTIC. AND INSTALLED AS PER FBC STH EDITION (2023) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS 1 AIR DUCT AS PER NFPA 50A 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 A5 PER FBC STH EDITION (2023) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 8TH EDITION (2023) MECHANICAL CODE 603.1 T BATHROOMS CONTAINING BATHTUBS, SHOWERS, 5P45 AND SIMILAR BATHING FIXTURES 5HALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2023) MECHANICAL CODE SECTION 403, 0. 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 SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE D41-IPER'5 LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 8TH EDITION (2023) MECHANICAL CODE SECTION 601. I0- GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II, DRYER BOOSTER TO BE A FANTECH DBF 5005TER FAN OR EQUAL. FANTECH DBF 110 PRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX, SIX ELBOWS. ATTIC CEILING � 1 AIR SUPPLY — AIR HANDLER' NOT ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB RN �lll REFRIGERANT LINES TO PLATFORM RETUR N I�I I CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE l . IN AN APRODEP DRAIN, AS PER w FBGR 8TH EDITION (2023) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® 51DE-WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT 0/4 OUTSIDE AIR THERMOSTAT C�J P455-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WE ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "SXI 1/4' 5HT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND, DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 5240-K J054M 56000 INSIDE SERIES NICKEL 51RA65 TOP CAULK P.V.0 OPTf/SPEC OFL00R SLAB CLEAN -OUT (TYP.) NTS FIN. GRADE OR PAVING -'` SEE SPEC. I'-a'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE 45 REQUIRED ®EXT. GROUND CLEAN -OUT (TYPNT MECHANICAL PLAN SCALE: 1/4 = 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.PE, ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 F w K � R m qy a if h m O SUBDIV. & LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181,003-39012 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN %160 MPH EXP. C ROLAND A. ABqXHACflA 16 AR NO DA E 02/19/24 SCALE: 1 /4"=1' — O" SHEET mI 41 4 0 r 2X4 TOP PLATE 7 PER FLR._�i_ PLAN YY PRE-FAB TRUSS 1/2" CLG. BOARD 1/2" DRYWALL SECURE BT. — PLATE TO SLAB W/ loci MASONRY NAIL - 32' O.G. MAX 0:-0. FIN. FLR. 2X4 WOOD STUDS -24" OC, SLAB VV C: bIUV5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING =IXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Iro' O,G. OR, NOT LESS THAN 2x6 , WHERE SPACED NOT MORE THAN 24' O.G. (a)TYP. INT. WALL (NON- BRG. ) D 1 SCALE: 3/4' -1' -o' FIBERGLASS SHINGLES WITH UNDERLAYI'IENT AS PER FBCR 2023 wS.1,1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENG TRUSS _ MTL. DRIP EDGE 7 2x FASCIA PER ELEVATIONS Tva. O H. VENTED SOFFIT 1/2" THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 -0' FIN. FLR.. �..__. u n W/ WINDOW OPENING ti 5/8" GYPSUM BC OR 1/2, HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 1/2' DRYWALL 1 3/8" TOP CHANNEL (25 GA.) I/2' DRYWALL 3 5/B" OR 5 3/8" METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8" OR 5 CABINETS AND TUB/SHOUTER 25 3/8' BOTTOM GA. METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA.) SECURED TO BE SPACED 16" O.C. AT 2ND TO GONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4" STAIR WELLS AND BATHROOM i PAF i TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD BASEBOARD- SCREW SEE ENERGY CODE FORMS INSULATION R-VALUE5 REFERENCE STRUCTURAL PER ELEVATION �R-4.1 INSULATION ��WINDOWS AND DOORS SHALL BE INSTALLED FENESTRATICN ANp FLASHEDEDININACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS o 24' O.G. 8" CMU �— 1/2' GYP. WL. BD. WOOD BASE 0'-O' FIN FLR- ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301,1,3 AND 1609.5.1. n TYP. WALL SECTION -FINISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS (NON-BRG. ) D1 5CALE= 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 S05.1.1.1. ROOF SHEATHING THICKNESS 45 PER SHEET SNI, SECURED PER F45TENER SCHEDULE NO OPENING (_4___�1-STORY HIP BLOCK WALL D1 SCALE, 3/4'=I'-O' —REFERENCE STRUCTURAL PRE-ENG TRU55 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT .PLASTER APPLIED DIRECTLY TO MASONRY NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 STH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTIM D226 TYPE 11 OR A5TM D486S TYPE III OR TYPE Iv UNDERLAYMENT. FASCIA NOTES: h ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R104.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORID,4 PRODUCT APPROVAL. 2. CORNERS ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12" BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3" AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST I' BEYOND THE CORNER, THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (1-1/4' X 0.051" X 0.171 HEAD DIAMETER) FOR A 2' X 4" SUBFASCIA AND THREE FACE NAIL FOR 2" X 6" AND GREATER SUBFASCIAL. CORNER BEAD THICK, 2 COAT / a- CMU BEE PORTLAND CEMENT P /� STRUCTURAL FOR / PLASTER APPLIED DIRECTLY TO \ MASONRY ' REINFORCEMENT 2.6 P.T. LLD / ATTACHED TO FILL /CELL PER PRODUCT APPROVAL REO. CAULK A`m BE.4L SEALANT 4 BACKER ROD -WEATHER STRIP MOULONG ALL �' wC SLEEVE fax GAB LME AROUND (BY GALV. STEEL DOOR MANUFJ e, CMJ TRACK BRACKETS Irz' Grn WL. BD. FASTENED TO _ upCD BABE WOOD JAM PER GALV. STEEL--- i PRODUCT APPROVAL REQ. VERTICAL TRACK I 1. I' MM. -OVERHEAD DOOR BY OTHERS ` BY HALF. '� 15EMN. ''- ' FASTENED TO TRACK BRACKETS ROOM .. W/ PRODUCT a APPROVAL REO. 26 GAS LINE THRU BLOCK FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET 5N1 PRE-ENG. GABLE TRUSS WEEP SCREED 2. P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—/-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN FLR. S' CMU n W/ WINDOW OPENING K GARAGE DOOR JAMBS D1 SCALE: 1 l/2"=I'-V —2X4 SPF 24" O.G. MAX. SECURE W/ (2) 12d NAILS o EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS -5TIFFBACK AT ALL. UPRIGHTS - PER STRUCTURAL DETAILS -PRE-ENG WD.TRUSS PER ELEVATION l 1 CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORTIS FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 112' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS ---REFERENCE STRUCTURAL Ix2 P.T, FURRING STRIPS m 24' O.C. 1/2' GYP. WL, BD. WOOD BASE _ - 0'-0' FIN. FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 160S.5.1. TYP. WALL SECTION FIBERr.LASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE NO OPENING 5 1-STORY GABLE BLOCK WALL D 1 SCALE: 3/4' -1' -0' MTL. DRIP EDGE 1x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET 5N1. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 STH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W d v Q m s Y q oa a N, IQ m O SUBDIV. & TAT: ABBOTT PARK LOT #39 BLK 1 PHASE: 3 PROJECT{ 04181, 003-39012 MODEL' 4EBB "1828- CALI" GARAGE SWING}; LEFT PAGE: DETAILS 160 MPH EXP. C 7 ROLAND A. ABPPC PACRA AR NO 9Q723 00 PRINT 19 02 24 DATE: / / SCALE: 1 /4"=1' - 0" SHEET 4' r !' 41 r -- l I --- 'i 111 TOP: 2X6 P.T. m CENTER OF DOOR HEADER SECURED W/ 01 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 116' WASHER 4 NUT OR W/ (2) "' X 6' ANCHOR BOLTS W/ 2' x 2' x 1/8" WASHER t NUt - — �i - M SECURE 2,4 TO BLK W/ 0 I/4" TAPCON5 I I/2° EMBED., B' O.C„ 4' END DIST., 11/2" EDGE DIST. G gIDEs. 1 O -._-... 2X6 GARAGE DOOR BUCK SECUR'cD W/ (S) I/2' X 8' J-E:OLT OR ANCHOR BOLTS W/ 4' MIN EMBEDMENT, W/ 2' �= ._-- X 2' X I/8' WASHER 4 NUT (1) WITHIN 5' OF TOP, (I) WITHIN 8' OF THE BTM, _ -- C (3) EVENLY 6PACED. =1 NOTES:.__. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS U14ERE 411(.H INSTR IF.TI(NJ4 dRF M(A?F RTRINr FNT GARAGE DOOR (-I-�BUCK ATTACHMENT D2 4sc41.E:1m•P-m' 3/4 PT BUCK 1/4" 5HIM 2X4: CEI SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 18' O.G. MAX SPACING, 2X6: CEM SECURE TO BLOCK W/(2) 3/16' ml7 -1�T TAPCONS (MIN. SHANK SIZE r I,_, .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' e' CMU OF EACH END 4 IB' O.C. MAX I/2' DRYWALL Z : Z SPAC ING. r: ,� CELL TO BE POURED ❑ a3 2X8: ® SOLID W/ 2,500 PSI �) SECURE TO BLOCK CONCRETE REINFORCED W/(2) 3/I6' TAPCONS "5 0! Q W/ (1) VERTICALLY (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 _—I'X4* P.T. NAILER I� MIN. EMBEDMENT 1 1/4') VI6' O.S.B. X 4° MIN. WITHIN e' OP EACH END INTERIOR EXTERIOR a Ia. O.C. MAX SPACING DOOR CASING NOTE: SHIM AS NEEDED TO PLUMB DOOR JAMB OR WINDOW JAMB (DO NOT EXCEED i/4') ATTACH TO 2X PER - MANUFACTURES DETAILS. 3/4"X9' RECESS ` 2X4: SECURE TO BLOCK W/ 3/16" TAPCON5 (MN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8" OF EACH END 4 18' O.G. MAX SPACING. 3/4" BUCK CONNECTION 2 TO 3BLK DETAIL 2X4: Cm SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACING. DOOR JAMB TO BLK DETAIL 3 SCALE: I/4 ° i'-0' 2X6: ® 2X6: cm SECURE TO BLOCK SECURE TO BLOCK WI(2) 3/16' TAPCON5 WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN, HEAD SIZE .32'0 MIN_ HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 I/4'J MIN. EMBEDMENT 1 I/4') 1/2' DRYWALL WITHIN 8° of EACH END 8' CMU WITHIN 8' OF EACH END 8' CMU 4 18' O.C. MAX SPACING. 4 18' O.C. MAX SPACING. Is4 P.T. OR 9/4'X4° MIN. I/2' DRYWALL I/2' DRYWALL SECURE THRU FRAME 1 "X4° 2X8: ®11 2X8: Mm EXTEND I-I/4' INTO P.T. NAILER SECURE TO BLOCK 1'X4' SECURE TO BLOCK I'X4' BLOCK W/ 3AW W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 3/16, TAPGONS P.T. NAILER TAPCONS DOOR CASING (MIN. SHANK 61ZE .145 -1/16" OS.B. X 4' MIN (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN HEAD 61ZE .300 MIN. HEAD, SIZE 300 MIN. EMBEDMENT 1 I/4'l DOOR CASING MIN. EMBEDMENT 1 1/4') MIN, EMBEDMENT 1.1/4' WITHIN B' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 IS' D.C. MAX 4 15, O.G. MAX 4 18' O.G. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW 5PACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" (U)WINDOW TO BLOCK +3/4" OR +5/4" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4") WITHIN 8" OF EACH END 4 Ia. O.C. MAX SPACING. 2X6: MM SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 g' CMU WITHIN B' OF EACH END 418, O.C. MAX SPACING. 1/2° DRYWALL 2X8: ® SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4") WITHIN 8' OF EACH END 4 15' O.G. MAX DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" �1VIND�OW TO BLOCK +1 i/2" NOTE: 514IM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4V DOOR JAMB TO BLOCK +1 15/16" `JW�D�OW TO BLOCK +1 15/iB" 2X4: SECURE TO BLOCK W/ SAW TAPCON5 (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 Ia, O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3AW TAPCON MIN. 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN B• OF EACH END S' CMU 4 IS' D.C. MAX SPACING. I/2' DRYWALL 2X8: ® SECURE TO BLOCK ❑ W/(2) 3/I6' iAPGONS T P P.T. NAILER (MIN. SHANK SITE .145 DOOR CASING MIN. HEAD SIZE.300 MIN. EMBEDMENT 1 1/4') J� WITHIN B' OF EACH END 4 15' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" �WINDDW TO BLOCK +2 1/4" NOTE: SHIM A$ NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4V DOOR JAMB TO BLOCK +3" E 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/I6' TAPCON MIN. -1/4- W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CMU 4 18' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/I6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/4'I WITHIN e' OF EACH END a 15, O.C. MAX SPACING. 2ND 2X SECURE TO STRUCTURAL MEMBER W/12712d WITHIN 21' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4,) DOOR JAMB TO BLOCK +3" qwTNnDw Tn RT.n['K +'i" 2X4: CM SECURE TO BLOCK W/ 1/4. TAPCONS (MIN. SHANK SIZE .145 MIN. NOTE: HEAD SIZE 300 WINDOWS AND DOORS SHALL BE MIN. EMBEDMENT 11/4'1 INSTALLED AND FLASHED IN WITHIN 8" OF EACH ACCORDANCE WITH THE FENESTRATION END a IS' D.C. MAX MANUFACTURERS WRITTEN INSTRUCTIONS. SPACING. 2Xb: SECURE TO BLOCK W/(2) 1/4' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END a 18" O.O. MAX SPACING. 8" GMU 2X&. CEM I'DRYWALL FT SECURE TO BLOCK I'X4' W/(2) 1/4' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 1/16' O.S.B. X 4' MIN. MIN. EMBEDMENT I I/47 WITHIN B' OF EACH END DOOR CASING 4 18' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" u WINDOW TO BLOCK +3 7/16" 2X4: CM SECURE TO BLOCK W/ 1/4' TAPCONS (MIN - SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 IB" O.C. MAX 5PACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6: ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPGON MIN. 1-1/4' W/(2) I/4' TAPCON6 (MIN. SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') a, CMU WITHIN 8' OF EACH END 4 18' D.C. MAX SPACING, i/2' pRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER Wi(t) 1/4' TAPCONS 1" F.T. X 4' MIN. (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DOOR CASING WITHIN 8' OF EACH END 4 I8. O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 5HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" TO BLOCK +3 3/4" ��I�N�OW 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W y Q m W qt 3 Y g _ m O IL SvBDiv. 64: LOT:ABBOTT PARK OT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C k k k k ocrY a ?4 LAND ABOI)WAACRA k NO 93723 PRINT 02 1 4 DATE: SCALE: 1 /4"=1' — 0" SKEET D 2 CODE CDE PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) fL# MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE FL# MANUFACTURER CATEGORY DESCRIPTION VOR ION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 14634.3 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 11/30/2026 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11J30/2026 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1105 2023 FBCR 12/31/2035 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1122 2023 FBCR 12/31/203516. 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1100 2023 FBCR 12/31/2035 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10737.11 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL-#1123 2023 FBCR 12/31/2035 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12J31/2026 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2026 10446.1 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2023 FBCR 12J31/2024 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31J2024 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11495.4 SIMPSON STRUCT.-COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 30441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.1E SIMPSON STRUCi. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2024 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2023 FBCR 12/31/2024 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 16544.1 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 41886.24 MI WINDOWS &DOORS TWIN WINDOWS 3540TWIN SINGLE HUNG 2023 FBCR 4/12/2027 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2023 FBCR 4/30/2026 41886.1 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 4/12/2027 15332.2 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2023 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31f2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. W. DOORS SECTIONAL 2023 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2024 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2024 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOORw/SIDELITE 2023 FBCR 12/31/2024 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOORw/SIDELITE 2023 FBCR 12/31/2024 23956.4 THERMA-TRU EXT. DOORS 8'-0"SWINGING EXT. DOOR 2023 FBCR 12/31/2024 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2023 FBCR 12/31/2024 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2023 FBCR 12/31/2024 15216.1 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2023 FBCR 12/31/2024 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2023 FBCR 10/4/2025 10477.1 LAMES HARDIE BOARD ARTISAN 2023 FBCR 12/31/2026 13192.2 JAMES HARDIE BOARD PLANK 2023 FBCR 12/31/2026 13223.2 JAMES HARDIE BOARD PANEL 2023 FBCR 12/31/2026 19901.1 JAMES HARDIE BOARD REVEAL 2023 FBCR 12/31/2026 13265.1 JAMES HARDIE BOARD SOFFIT 2023 FBCR 12/31/2026 30310.1 IKO SHINGLES 30 YEAR 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 5/21/2027 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 15272.2 ALSIDE ALLIANCE'T4' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2024 FL 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188.1 MID -STATES ASPHALT & CANTSTRIP, INC. ROOFING UNDERLAYMENT 2023 FBCR 11f2/2025 41886.1 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 ($th EDITION) BUILDING CODE INFORMATION SYSTEM @ REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @W WW.FLORIDABUILDING.ORG CONTROL DATE:OS/30/2024 WW.FLORIDABUILDING.OR6 CONTROL DATE:OS/30/2024 W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesi gn gro up.com AA #: 0003325 F; w q [y C C C C z x 9II]BDIV. de 3'.oT: ABBOTT PARK LOT 39 BLK. 1 PHASE 3 Pi20JECTAt 04181.003-39011 7![ODEL• 4EBB "1828-CALI" Gw1iAt3E 81II7NG: LEFT PA67M PRODUCT APPROVAL LISTING 160 MPH EXP. C 00 ROI�A. AE�UCFACRA AR NO *72 3 DARIaN�T. 03/30/23 8H=T PREFOR-IED CONTROL JOINT FLANGE OF CONTROL JOINTS TO Be WIRED TIED TO LATH A S' - O.C. MAX (VERT-). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE 6PACED���JJJ T' O.G. MAX VERTICALLY / /(/ J' TR3 COAT CEMENT WRB LAYER 4, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED ®T (VERT.) O.G. MAX AT 6UPPORTS WRB LAYER 'I, STUCCO WRAP WOOD SHEATHING AF P f LATH SHALL NOT BE CONTINUOUS \ THROUGH INTCONTROL JOS BUT SHALL BE TO AND TIED AT EACH 51pE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. 6' TO S' CONTROL JOINT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR � NOTE;CONTROL JOINT WHEN STRUCTURAL 5TUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 15) 0.0475' WIRE 3. BLOCKNG SHOIN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN „ 77 ) ( 1)"M" TYPE CONTROL JOINT OI. FOLD INUTAI®e pT. A O I. FOLD INWARD a PT. A FOLD V OI. FOLD MWAI®s ® I. FOLD INWARD a PT. A F?. A 2. GFEA6E a PT. B 3. CREA6E . PT. G 3. CREASE s Pt. C 5 FOLD PT. C OVER Pr. 6 TILL PT. G TOUGHE6 BOTTIXI FL4NGE F „a. ® �WLD • „ eorTa'I FLANGE WATER TIGHT 6EAL. FOLD, DP H21 CUt. THICK 3 GOAT CEMENT PLASTER IF- ), 11J' 2 C AT CEMENT PL44TER (CMIll W� LAYER FORTIFIBER BUILDING PAPER (FRAME oNLr) WRB LATER 9, STUCCO W24P(FRAME ONLY) ,—LAP LAYER6 pF WILDIW W2M SWNGLE ROOFING — DRIP EDGE. 2 -AP 3', EXTEND I/2' nz-p s�ArHlr�, necHANIca.Lr F60tEN 4' OL. HAX. APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" m VERTICAL LAPS (ROLL ENDS) e 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE T LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATHING LSP E —XX METAL LATH / /; / / � WRB LAYER -1,\/ %i/ /l STUCCO WRAP b"^IN PAeER �P BELO ON Y j / - BWRB LAYER -2, FORTIF15ER LDIN=PAPER (—?)PAPER LAP / SCALE: I I/2'=I'-O' ® KICKOUT DYER NAILMG FLANGE, 6TOP UAiB 9E�4X I )y' ABO✓E 6HINGLE6 tiRAYE ONLTJ , g,h � Fii.01'tE CR CMJ r 1C EXTERIOR -} --' -' \ RI.UFNKLL 6CREED � �I ' 6x9 WALL FLASHMG aQo h KIGC-qJT P.A6HING (6EE na DETAIL) .J� WRAP NOTE. M6TA L FL49HING AT EOTTQ"I CF RJCF < WALL INTER ITTICNS DR VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0,04'15-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN S' (225-MM). AS PER ASTM CI063. NOT€ FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. 5PEG. OR PEEL i STICK ROOF J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WRB LAYER "I, STUCCO WRAP WOOD SHEATHING WOOD STUC SHEATHING STUCCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHINGS OR CMU -WRS LAYER 111, STUCCO WRAP (FRAME ONLY) S' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 8 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL 5HEATHINIS) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS r� "L" FLASHING- N.T.S. 4'x4' 5ELF-ADHERING MEMBRANE FLASHING(COMPATIBLE W/ HOUSE \� WRAP MATHOUSE OVER 1� APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 1' OR LESS PIPE T PENETRATION..: CUT AND OVERLAP ONE SIDE OF — SELF -ADHERING MEMBRANE FLASHING y� CJE!_ INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING -------g, SELF -ADHERING MEMBRANE R FLASHING (COMPATIBLE W/ HOUSE AP MATERIAL) OVER 4'x4' ' 'SELF ADHERING MEMBRANE FLASHING OVER APPROVED 1 HO16E WRAP. FLASHING TO EXTEND ONTO PIPE \--CUT AND OVERLAP ONE SIDE OF STEP 02 FLASHING eRlrva i is i,R n WR5 LAYER 9, —_— 5TUCCO WRAP WI LAYER R, FORTIFIBER SUILDIN^.a PAPER -- METAL LATH -------.-.-6'xb' 5ELF-ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASNMG TO EMEND ONTO PIPE ----4'x4' SELF -ADHERING MEMBRANE -- FLASHING OVER APPROVED HOUSE u1RAP. - FLA5HING TO EXTEND O-ITO PIPE -- W CONT. BEAD OF SEALANT -------INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELA5TOMERIC COATING OVER 5TUCG0/ C.V. FINISH (SEE TYP WALL SECTION) 5' ECTION PER SECTION R70S.7 Ext_erlorlathing-and plan nnan E-nor use of pordand cement plaster shall comply with the apptioat- requirements of ASTM C 926-18b. 1,-11,1,n cf ,-mr lathing and framing shall comply with AST. C 1083-19a, or ASTM 1787. J FI E FENET A I ION DE LEGEND DRAINAGE PLANE (WR5 LA`i'ER 1*1, STUCCO WRAP) UJRB LA' ER #2 (FORTIFISER - - - - - - BUILDING; RAPER) METAL LATH x—x—x—x STUCCO F . UJ001D OR 1/1ro° ZIP UJJALL SELF-ADHESIVE FLJ46NING - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C1063-20188, MIN. 2-5 LBS, PER SQ, YARD CUTILIT'' OR NOMINAL LATl 4 DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W r W 4' O tE � LLL�t a C sul3mv. &LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL- 4EBB "1828— CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C r OCT DATE: 02/19/24 SCALE: 1/4"=1' - 0" SHE�ET1/IT I/�1\\, V V Al 4' i+ w H INSTALL W 5ELF-ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(S)AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST.X: - 6�� SELF ADHESIVE SEQUENCE OF FLASHING TO BE: OVER TOP 4 SIDES I. BOTTOM 2. SIDES 3, TOP X VENT CAP IS TO BE SET IN BED - SEL.F WOOL SHEATHING l OF SEALANT AT TOP AND FLASHIING U1RB LAYER "1, ?< SIDES ONLY. SEALANT IS TO BE UNIT 9TUGG0 WRAP `i TOOLED 50 AS TO DEFLECT- �y- WATER AWAY FROM JOINTS. WRB LAYER -2, FORTIFIBER E-Z BEAD ALL AROUND PREMANUR DRYER BUILDING PAPER VENT -APPLY SEALANT ALL I VENT GAP (SET IN METAL LATH ` y X JOINTS AND INTERSECTIONS III _ - CONT. SEALANT) WOOD` FIN15 Ee SOD APPLY SEALANT AT PERIMETER OF _ CONSTRUCTIGN g{}{ BACKER ROD i� NON -MOVABLE FRAME AND STUCCO �' -= FASTEN TO WOOD STRUCTURAL 'ION ALL SIDES, Y4" CAULKING 6 JOINT I ALL AROUND I% 4 SEALANT S CHU MEMBER a' D.C. MAX TOP 4 SIDES 1 PER SECTION R703 7 - WEEPO SCREED ALL Exterior lathing and plastering - - Exterior use of portland cement plaster z� BACKER ROD shall comply with the application DRYER VENT (BLOCK) requirements of ASTM C 926-18b. 6' WIDE STRIP $ELF X x � Installation of exterior lathing and framing II ADHESIVE FLASHING, CLEAN shall comply with ASTM C 1063-19a, or ASTM 1787.MAsoNRY 6EFORE APPLYING RB LAYER "1, - ' - X W--- ' — _ _ __ _ TEXTURED STUCCO WRAP X - - _ FIN15H * MASONRY HOODED VENT BUILDING PAPER X OVER 'QUICK B HORIZONTAL WEEP SCREED THICK, 3 COAT CEMENT FLASH' F —I -J" x PLASTER (FRAME TO BLOCK) METAL LATH WRB LAYER "2, FORTIFIBER PIPE THROUGH BUILDING PAPER WALL WOOD SHEATHING �A DRYER VENT (FRAME) 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF, SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' WRB LAYER "I, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP jiv FOR BOX INSTALLATION CUT 'X' INTO A9 VENT PENETRATION JJR5 LAYER "1, SELF -ADHERING rX� / 1 MEMBRANE FLASHING SCALE: N.7.5. STUCCO WRAP APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING _ OVER BOX AND OVER APPROVED WRB LAYER "1 67Ef= l 37EF "2 LEGENTE) DRAINAGE PLANE (UJRB LAYER #1, STUCCO LIURAP) UJRB LAYER 1*2 (FORTIFIBER - - - - - BUILDIN(fi PAPER) METAL LAT✓-{ x—x—x—x STUCCO LUOOD OR 7/1ro" ZIP UJALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-103,11 / A571 CIOG 3-2018B, MIN. 2.5 L55. RER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5FECIFICATION5) ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5.4OK- ROLL PRIOR TO FI Fr 11>=TG;P IIJrTAI 1 ATION O E ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC SOCYANOTE-POLY15LEND FOAM APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES `-PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT '-TRICAL CONDUIT PENETRATION APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS SOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER &0 MIN GRADE 'D" FELT-PROvlDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEF , WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE ID, FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSELURAP �- URB LAYER 02, FORTIFIBER BUILDING PAPER eTP= #.- ELA5TOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEF 1*�7 5 T E F ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W y � k5 € g C, B= 9 0 0 9 O svaDly aLOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT/] 04181.003-39012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP, C FO_LLAN[) A. AB CRA AR NO 3 00 PRINT DATE 021924 / / SCALE: 1 /4"=1' - 0" SHE�E��TT �V A2 P e L�G�ND DRAINAGE PLANE (WRS LATER 1*1, STUCCO WRAP) WRS LATER *2 (FORTIFISER— SUILDING PAPER) METAL LATI4 x—x—x—x STUCCO WOOD OR-1/1/o" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: 1-lET4L LATH: LATH TO SE PER SECTION Rr103.7.1 / 4STtl C10&3-20185, MIN, 2.5 LSS. f ER SCE. *TARD (UTILITI' OR NOMINAL LATH DOES NOT MEET 5PECIFIG,4TION5) -- CORNER BEAD (FASTENER 8 SPACING 6 1" O.G.) - CMU — 1/2' TNIGK, 2 COAT GEh TENT PLASTER APPLIED V DIRECTLY TO MASONRY 14-� COFl�TEFZ BEAD C ��OCI� 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774607FAX: 407-774-407www.abdesigngroup. AA #: 0003325 F w y z W o � o a a n � ao z m A SUBDIV. 8c LOT: ABBOTT PARK LOT#39 BLKA PHASE: 3 PROJECT# 04181.003-39012 EdODET- 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 4' k PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' — 0" SHE�ET� ��/ G V L 3 4 4 � AB CRA AR NO 93 23 00 LEGEND DRAINAGE PLANE CWRB LAYER #1, 5TUCGO WRAP) WRB LAYER #2 (FORTIFIBER — — — — BUILDING FAFER) MET,4L LATH X—X—X—X STUCCO WOOD OR 1/1ro' ZIP WALL SHEATHING 5ELF-ADHE51VE FLA51LING NOTE: METAL LATH: LATH TO BE FER SECTION R-103.1.I / A5TM CIO/o3-20185, MIN. 2.5 1-55. PER 5a2 YARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CON5TRUCTION BETCND WOOD 5HEATHIW WEATHER RE51STIVE BARRIER •1 -' WEATHER RESISTIVE 1 BARRIER'? Wib'� I V —APAL. BIDING / � \ 6' SELF-ADHER1W, FLASHING 6' 5ELF-ADHERI1G FLASHING / �. I, �y —_— WEATHER RESISTIVE \ BARRIER STARTER STRIP \ \ _ WEATHER RESISTIVE \ BARRIER -2 DO NOT CAULK OR 6' BELF-ADHERING SEAL OPENING % FLASHING \ _ GALVD FETAL GALVD METAL 'Z' FLASHING "Z' FLASHING DO NOT CAULK OR Y' X 6' SIMULATED ( _ SEAL OPENING WSOD TRIM MEMBER _ ST=- O CASING I� 1 \ / I Y. X 6' SIMULATED _ WOOD TRIM MEMBER SEAL GAP W/CAULKING `. / OR APPROVED SEALANT L _ CASING BEAD SIDING TO STUCCO (9) BLOCK TO FRAME ��� TRANSITION 1J WOOD CONSTRUCTION \ r— BEYOND V WOOD SHEATHING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER -'I s,(6' X t ,q LAP SIDING W/6' REVEAL OR / 6'5ELF-ADHERING BOARD a BATTEN / FLASHING o I 6' BELF-ADHERING / Q FLASHING WEATHER RESISTIVE BARRIER '1 STARTER STRIP WEATHER RESISTIVE \ BARRIER -2 DO NOT CAULK OR ' \ \ �/ 6' BELF-ADHERING SEAL OPENING \ I _ FLASHING \ _ GAW'D METAL GALV'D METAL 'Z' FLASHING 'Z' FLASHING — \/ DO NOT CAULK OR HARDIE TRIM PER SEAL OPENING ELEVATION STUCCO CASING .�. _ BEAD _ HARDIE TRIM PER 1 -- ( ELEVATION -- - SEAL GAP W/CAULKING / OR APPROVED SEALANT stucco caslNG BEAD SIDING TO STUCCO C� BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w a m o $ o g w o u i� pa w�' m v 0 B e 0 9 ti m O SUBDIV & LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL' 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C A, A NO DATE 02/19/24 SCALE: 1 /4"=1' — 0" SHEE�(TT E V V A4 t P +r r AVAILABLE SIZES MOUNTING CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY I S. I.- ALIGNED. VENT PIPE IS SEALED IF UTILEEO. NAIL IN PLACE SHOWN IN 4" GALVANIZED USING 1-1/4' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO— SHINGLE EDGES NEAR THE PREPARATION OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT —THE GOOSENECK VENT OPENING IN THE ROOF RECOMMENDEDINSEVEREWEATHERCOASTAL SHEATHING. SIZE THE OPENING INACCORDANCE WITH THE CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS CONSTRUCTION ZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION TGN G s. DNOTCUT INTO TRUSSES Oft RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. FITTING REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING $0 THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. ALLQN THE BOTTOM VENT FLANGES TO LAY ON THE TOP OF THE SHINGLES. F� ROOF HOOD VENT DETAIL SCALE: NITS CUT NOUSEWRAP AT 45' MC11-r I3. MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW G OPENIN APPROVED I -IOU — OVER SHEATHING OVER WD STUD WALL STEP I NAILING FLANGE JAMBS EXTEND FLASHING MIN P BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEM 6 TEMPORARILY FOLD -UP . SEC HOU5EWRAP (O TUCK FLAP UND St HEAD FOLD HOUSED! IN AT JAMBS 4 SLOPE SILL R INSTALL 6— BEEF ADEEf;IIW, FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE ( EXTEND SELF -ADHERING * \� FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 7 ALIGN FLASHING WA INT, EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES (CAP NAILS. STAPLES) INSTALL DUPCNT FLEkILRAP AS, T1- FLAS14ING AT THE FOLD DOWN DIAGC ACRO: WINDO I I MIN PLUMBING VENT DETAILS SCALE: NTS 1PPLY :ONTIN000. F SEA AN AMISS ANE LPPLY TO ANDOW NA LANCE IN 12 -PUNCf IDLES OR PDE ADHESIVE - iXIBLE FLA6141NG VER DRIP CAP ECTO-WRAP EOUIV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SGALE: NTS STEP 9 —APPLY MEMBRANE FLASHING OVER JOINT UNDERU A F C FROM VALLEY CENTERLINE VOTE, I. IT IS THE CONTACTORS ALL PRODUCTS TO VERIFY. ROOF VALLEY DETAIL THE COMPATIBILITYOF TSALLF�DWERIIN"°°LNG FLAS LNG M SEAL ANTS i SELF -ADHERING SCALE: NTS FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. jj CLEAN AND SEAL JAMB TO 61LL JOINTS WITH -I' :DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOT£: REPAIR SCHEME 5HOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 051 H2U 10 EQUAL) SEALANT e WINDOWACMU JOINT FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -SE OR EQUAL). SLOPE SILL TO EX NOTE: 1. IT IS THE CONTACTORS RESPONV15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WINDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE ! WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD 1.1 OF FBC R703A 1.1 IN ACCORDANCE WITH FENESTRATION MANUFACTUREW5 INSTALLATION AND FLASHING INSTRUCTIONS. WARNING: SEALANTS MAY REACT ADVERSELY IF NOT !; COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE�NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwa titles igngrou p.com AA #: 0003325 F W y A F r m O sUBDIV. Be TAT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL• 4EBB 1828- CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C f A. A NO PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' — 0" SHEET Wr A5 P 1 1 I I F_. I I I — ��i 2x6 SUB-BANp NOTCH e END, WRAPPED IN PEEL STICK METAL FASCIA WRAP O� I a EDGE �00--DRIP i 1/8" TEXTURED �� e WOOD I 2x6 SUB BAND - r 00FINISH 1/2' TEXTURED FINISH @ CMU / I' METAL FASCIA Ya" FROM WRAF`IL 4N 5 O STUCCO, I" FROM WOOD WALL f J, r EXTERIOR WALL (FRAME OR CMU) vv NOTE: NOTCH FOR 2X6 \\\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \\ ROOF DECK(BEYOND) vv v DRIP EDGE, 1" OFF WALL \NOT INTO STUCCO) \\ TEXTURED FINISH e `\ / WOOD, 1/2' TEXTURED FINISH -a) CMU �. ' 2x6 SUB -BAND W/I"x4" NOTCH S END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I" OFF WOOD WALL, SUB BAND 2" OFF WOOD WALL -1/8' TEXTURED FINISH 9 WOOD, I/2' TEXTURED FINISH o (_MU METAL LATH WOOD $gEATHING OR GMU LURE, LAYER "l, STUGOO WRAPCFRAI-IE ONLY) WRB LAYER •2, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE -METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' _oll SCABBED TO TRUSS W/12d NAILS ro"-&" O.C. MAX. 2x SUB -BAND W/2"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0P WALL SUB BAND DETAIL C WALL W/KICK- OUT FRAME OR CMU 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 W4V2"x4" NOTCH S END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -our 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 W1V2"x4" NOTCH e END, WRAPPED IN PEEL $ STICK *ROOF CEMENT S ROOF EDGE OMITTED FOR CLARITY L441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W a a v � � g a a a a F 9 C w ¢C+ C C m 0 3UBDrv. & LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL- 4EBB "1828-CALL" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXR C r 1", 1t �'�� A / �l" ROLAND A. ASO�y�tiACRA AR NO 93723 BAR E 02/19/24 SCALE: 1 /4"=1' - 0" SHE �E �T T VV A6 k k k k k 21 4"_„_ 39 8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.fMINDiCATES #5 BAR, OINDICATES #6 BAR,®INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90, HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING:F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER; OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS '; 6x6 W1.4xW1.4 OVER GENERAL 3 112' 1 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, 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) #5's FM-12x16 { 12" CONTINUOUS 16" i (2)#5's FM-12x20 12" CONTINUOUS 20" - (2)#5's (+)V-0" FMC-12120 12" CONTINUOUS 20" (2)#5's VARIES F-24x24 ! 24" 24" 12" (2) #5's j (2) #5's TF-12X12 12" CONTINUOUS 12" 1 #Ss FOUNDATION PLAN SCALE. 1/4" = V-0" SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y � a � n " a F 4 Q � R h 9 C w C C 0= p g 9 0 y m 0 SUBDIV. & LOT• ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C h ROLAND A. ABOL639ACRA AR NO 93723 PRINT 02 19 24 DATE: / / SCALE: 1/4"=l'-O" SHEET s l k k k k k 30" MIN. EACH WAY _ MONOLITHIC FOOTING } STEEL REINFORCING IN GROUTED - - CELL SEE PLAN FOR SIZE AND g 1,a - - �� STEEL REINFORCING IN GROUTED N - - CELL SEE PLAN FOR SIZE AND 4 n - SPACING REQUIREMENTS ' GARAGE R E DOOR SPACING REQUIREMENTS m � RECESS FM m w > CORNER BARS, SAME SIZE AS LARGER BAR o - r C 8" MU WALL may-- -.-_ 8"CMU WALL i IN FOUNDATION WITH 30" LEG EACH a y' \ A -- z - WAY AT ALL CHANGES IN DIRECTIONS v i m s _ 0 0 B ` P SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS 'I.- TOP OF 6LAB' � ..-, ' TOP OF SL -� " CURB FOR � � �w MA -SEE SLAB SCHEDULE EX7. PORCH 6LA8� � �4"CHAMFER i _ VARIES a ° �- - S ° /-SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC �� FOOTING REINFORCEMENT SEE SCHEDULE " / UNITS SET ���:o, AT ELEV; / 0'-0.. (1-STORY) W/1/2" ISOLATION 6CHAMFER (2-STORY) EXT. PORCH SLAB-4CHAMFER (1-STORY) W/1{2ISOLATIONJOINT(WHERE 6" CHAMFER WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING MBAR • • APPLICABLE) ; — SEE SCHEDULE 7#7 l ° (2-STORY) JOINT (WHERE • ° • , __ cSEE SCHEDULEAPPLICABLE) DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST FOR BAR BAR SIZETITY AND BAR QUANTITY z FOR W%D, aAR SIZEN N ._ /� AND BAR QUANTITY NUMBER OF BARS (ie2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING U_�2� EXTERIOR MONO -FOOTING SCALE: 3/4"=T-0' �,� CORNER BARS DETAIL@ SCALE. 3/4"1'-0' SCALE: 314"=1'-0" GARAGE LAP TOP PLATE A MIN, OF 41" LAP TOP PLATE A MIN. OF 48"---- AND NAIL W/ 16d COMMON �- AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W{ PLAN LAP TO OCCUR OVER STUD OF WALL Wf PLAN w � 2x4 OR 2x6 WOOD BEARING � -- '-- PROVIDE BLOCKING WALL W/SYP � 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W[ SYP No 2 STUDS SEE SINGLE w NEW REINF BAR 5 SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR \ ' SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE / PLANS FOR SPACING. BTM. PLATE TO BE PT, ' - ----2" CAPPED o a I rc g EPDXY. MIN. EMBED i 1/2"x9" WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DEL. TOP PROVIDE DEL. TOP PLATE �� ,_.--_- SECURE ST. PLATE TO GALVANIZED PIPE ¢ 6", LINO o FOLLOW ALL MANE. WASHER SET IN HIGH STRENGTH PLATE \ / EPDXY 5-1/2" EMBED. MIN- @ 16" OC / SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. W/FLANGE @BASE x w SIP CI EFICATIONS FOR SfMPSON SPH4 OR SPH6 �� MAX. / ADDITIONAL METAL USE AND z BTM AND TOP PLATE ANCHORS W110d x 1 1/2" � / CONNECTORS NOT - M ---- SECURE FLANGE TO / SLAB W/(4) 1/4" X 2 1/4" TAPCONS PREPARATION OF 4„ 4,HOLE. oil �- 0 O COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w z 3" �\ rSEE SLAB SCHEDULE j REQUIRED WHEN NO UPLIFT IS PRESENT. w % SEE SLAB SCHEDULE > \4 'STOP OF SLABSLAB � I -' CHAMFER (1-STORY) III 6" CHAMFER (2-STORY) �-- c 5 .. EQ � FOR MD, BAR SIZE E Q, EQ. SEE SCHEDULE ��� FOR WA). BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION �� INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL V / SCALE: 314'=1'-0' (W/ UPLIFT) SCALE'3/4"=1 � -0 (NO UPLIFT) SCALE: 3/4"=1'-0' SCALE: 3/4'=1'-0' - i (1) #5 REBAR VERTICALLY W/ CONC. - , . POURED CELL U <- 8"CMU o� I n _ #4 REBAR 024" O.C. @ CENTER OF LAP TOF PLATE A MIN. OF 48" -- w Ir SLAB AND NAIL W/ 16d COMMON \� - STEEL REINFORCING IN GROUTED z - NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND z rc LAP TO OCCUR OVER STUD OF WALL W/ PLAN j SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING —, —PROVIDE BLOCKING WALLW/ SYP No 2 STUDS SEE _ �� _ PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO — �� o� DEL. PLATE W/10tl MASONRY NAIL OVIDE DB / 12"OlC STAGGERED ¢ 6'k6"#OWWMON/ / ADDITIONAL METAL ° r + x 6 MIL POLY ETHYLENE / CONNECTORS NOT - 8"CMU WALL w \ VAPOR BARRIER ON / REQUIRED WHEN NO UPLIFT IS PRESENT. ,�-------- _ , 0 _ t-0-" TOP OF SLAB I° s POURED LINTEL CONT. (TVP.) •: - 8" CMU FILLED CELL (TYP.) o 2X WALL FRAMING x - WELL -COMPACTED >i CLEAN FILL TERMITE s TREATMENT SHALL BE d BORA-CARE SEE SLAB SCHEDULE SEE LAB SLAB SCHEDULE 1/2' DIA SIMPSON ST02 BOLTS 5" ,.- MINIMUM EMBEDMENT INTO 2) ! (2) CONT. #4 REBAR ---- -- TOP OF SLAB - _ � ISOLATED COLUMN 5. CENTERED UNDER WALL ALL AN D m\ / - GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX F - ( 2 #5 REBAR ON CHAIRS ) - -• a -� POURED MONOLITHICALLY WITH ------ FOUNDATION AND SLABk, • a - SEE SCHEDULE � ° SEE SOHEDULE • • ! }_ FOR WxO, BAR SIZE ND BAR QUANTITY - 2,000 PEP VIRGIN SOIL OR 95% 12" MIN. DEPTH INTO' 3 w COMPACTED SOIL VIRGIN OR ENGINEERED SOIL 2>O A°oB RQUANS SLAB HEIGHT LEBBTHAN 3'G' RRLAN COMBINEDIZE EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO EXTERIOR MONO DEEP TL INTERIOR FOUNDATION WOOD WALL SCALE:3/4'=1'-0" FOOTING AND COL. PAD SCALE', 3/4"=1'-0" (,��OC�"tl�:�CON_NECTI_ON. BLOCK WALL FOOTING W/ 12 SCALE'. 3/4"=1' 0" (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h � U O � QF3i � Q _ M C @ 0 9 0 O sUHDIP. & LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C s ' Jai ROLAND A. AB' UiACRA AR NO 93723 DA ET 02/19/24 SCALE: 1/4"=1'-O" SHEET S 1 > lAj k k k k 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 W R V ���777Q5SS W x0 � � p 4Y a Q wON LL�1 Wpp g a a a Q a M v 4 q q SU13DIV. 8e LOT• ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL- 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C k k k k k -- TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM / VARIES PER ELEV. y— i L- � I a < -- -Ir- - - CLEAN OUT REQUIRED - {} FOR INSPECTION 0'-0" FIN. FLR. e VERTICAL REBAR a TO HORIZONTAL REBAR W/ 10" HOOK �- - BAR SIZE 48 BAR DIA. #3 18' o #4 24" #5 30'' #S 36" #7 42" HORIZONTAL/VERTICAL REINFORCING ------ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND .r SPACING REQUIREMENTS - - -�-- - �J � 1- 8" CMU WALL - g � I � _ TOP OF SLAB LAB -SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. -. - .`- EXT. PORCH SLAB-' '-4" CHAMFER (1-STORY) Wl1/2" ISOLATION JOINT HERE APPLICABLE) i 6" CHAMFER (2-STORY) ------MATCH STEEL REINFORCEMENT S' PVC CHASE N PER SCHEDULE 6" PVC CHASE THIRD FOOTING THRU FOOTING *--- #7 42" �-- MATCH STEEL REINFORCEMENT SEE SCHEDULE PER SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING #5 BARS a 8" 1 D. 4i • CMU UNIT DIMENSIONS ro ARENOMINALSIZES �E MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdes igngro u p.co m AA #: 0003325 R W ya �a m w 2 x W C, g a� a C, a p a yN O SUBDIV. & MT-1 44 ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT* 04181.003-39012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C P r M r FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" 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 1/2" HDG 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 FASTENER 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. S. 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 ACTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F. E, S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (w) W;XH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 961 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ROOF TRUSSES BEAR, TOP 1. OF WALL EL. 6-0", UNO. 8RF14- 1T/0M/0B 8F811lOM/0B y. 1 L� 81`16-1T/OM/OB 11,' ,BF16 MIN.-1T/0M/1 B 17'-4" BTM. OF LINTEL @ T-O" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE. 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdeslgngroup.com AA #: 0003325 c: W y a w y4gy w Q n o o q � a a a � 2 � q SuBnrv. ac LOT- ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT{] 04181.003-39012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C -- #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM _ VERTICALREBAR W110 HOOK---- J - _ ao^ TYPICAL �r T #5 BAR IN BOND BEAM ---- CORNER REINFORCING OF BOND BEAM 1 NOTES TO THE INSPECTOR/CONTRACTOR TYP B"xB" 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 - e TgV PLACE STEEL HEIGHT_ REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST Err TWO COURSES ARE BOND BEAMS WITH A M5 BAR IN EACH COURSE. TYP. 8" 16" pJ� / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM EL �., -__ i COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STE— REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL i / n �. 0 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 4 e--,L / / i S��p-E _ BEA OB/ BOND— \ TOP M BEAMW/URSE BAR BONDS EAM EACH COURSE _ / gyp. ; 8x8 BOND BEAM —\ TOP OF • / ��� Wl (1)#S BAR \ BOND BEAM X Np OQ — F = FILLED W/ GROUT F • ENING \ J t U =UNFILLED GROUT SOLID FROM _ TOP �\ NOMINAL - LINTEL TO TOP OF BOND��\ OF OPENING W p WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL \ , _� BEAM COURSE SEE NOTE 5 $�16-1 T/1 M/9B BxB PRE -CAST CONCRETE- _ PgsE ���o "� "_ LINTEL W/ NOMINAL BAR LOCATED PER P� _.� BEAM SCHEDULE MASONRY e HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE _ - BEAM DESIGNATION THATXFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM-#OF#5'S, BOTTOM SCALE: 3/4"=1'-0" AND XFXX-1TIOM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP _ LINTEL OF OPENING 4l AND XUXX-1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN)-----__ WINDOW 2x4 (MIN2X3)1-3/16 �- TAPCON OR DRIVE PIN (MIN��� _ SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1- �V A �� 1/4") 8"FROM EACH END AND � 18" O.C. MAX. MIN 1-1/4" ^ EMBEDMENT 31/4„` - PRE -CAST— =. -, 2x6 (MIN 2 X 3) TAPCON OR DRIVE PININ (MIN SHANK "21 WINDOW - - SIZEA45 MIN HEAD SIZE .300 _ SILL - - MIN EMBEDMENT 1 114") 8" - 'SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 278 (MIN 2 X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" 'I MIN. 2-12d PER BLK. EA. END EMBEDMENT L--7/16' OSB SHEATHING TYPICAL MASONRY WINDOW L—CMU WALL SILL CONSTRUCTION U SCALE 11/2"=1'-D" ARCHWAY FRAMING DETAILS r = SINGLE ii5 CORNER -- BAR ,30x30TURNED UP OR TURNED DOWN INTO STEEL RE INF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR \ AT EACH SIDE \� STEEL RE OF '� OF ELEVATION _ BOND. BEAM ^--- CHANGE CHANGEIN ��� ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 R W Q w C' 0 d U V 0 B - � 0 B 0 0 0 r SUHDIV. & LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT* 04181.003-39012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C k .44 . PRINT 02 19 24 DATE: / / SCALE: 1 /4"=1' — 0" SPIEET S2.IA r P M r "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 LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 818-OB /ifi 1T/OB 20-lT/OB 24-1T/08 28-iT/OB 32-1T/OB TYPE LENGTH 8�8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8116-iT 8/20-1T 8/241T 8R8-1T 8/32-1T a/8-1B N6-ITN /20-1T/lB 24-lvie 28-1T/1B 32-1T/lB 8/8-2T 81 6-2T 8/20-2T 8/24-2T 8/28-2T 8/32-2T 3' 6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 a524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2306 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5' 4" PRECAST 931 1247 19N 2560 3123 3686 4249 5' 4" PRECAST 411 411 5' 4° PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6W 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T-6" PRECAST 570 sae ease 2205 2698 9191 3685 T 6" PRECAST 303 534 T-6" PRECAST 716 Soo 1181 1462 1743 2025 938 2498 3408 4a64 7067 6472 727 1624 2025 2426 2827 3228 9-4" PRECAST 428 633 1593 2204 2481 2818 2621 9 PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 489s 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 1 V-4" PRECAST 330 544 1312 1742 2252 2868 3630 11'4" PRECAST 132 417 1 V-4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3562 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 386 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. MR MR MR MR MR MR 14'-8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. MR MR MR MR MR MR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4" PRESTRESSED N.R. MR MR MR MR MR MR 17'4" PRESTRESSED N.R.87 .R. 163 1T-4" PRESTRESSED 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19' 4" PRESTRESSED N.R. MR MR MR MR MR MR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 1 429 623 1 803 950 1098 21'4" PRESTRESSED N.R. MR MR MR MR MR MR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22, 0° PRESTRESSED N.R.MR .R. MR MR MR MR MR 22--0" PRESTRESSED N.R. 116 22--0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 368 513 659 779 900 24'-0" PRESTRESSED N.R. MR MR MR MR MR MR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 1 687 1 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 W W W.abdesigngroupxom AA #: 0003325 w y d � � w o 0 L o A v aQ aQ o � 0¢ 0 Q r F z m „ suHDIV. 8e LOT- ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL4EBB "1828-CALI" GARA01; swn-TZ LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ✓' ( ! 4:$ ROLAND A. AB ORA AR NO 93 23 DA" ET 02/19/24 SCALE: 1/4"=1' — 0" SHEET S 2 o 2 A e H r r FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ 10d x 1 1/2" HDG 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 FASTENER 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 ACTUATED FASTENER, ZF 72 P8S36, .177" � x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. FRAMING PLAN SCALE: 1/4" = V-0" M � � CJ1 n =1 CJ3 CJ5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.co m AA #: 0003325 F W W iS 4 � a0 A 0 a O 0 n co C e= O 0 8 9 m 0 sUHDrv. & MT- ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT} 04181.003-39012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C RO A. ABQUCJ14ACRA lik AR NO 9W23 0 PRINT 2419 DATE: 02 / / SCALE: 1 /4"=1' — 0" SHEET S 3 ENGINEERED WOOD TRUSSES-- ` PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW \ SHEATHING AND APPROVAL FASTENER SCHEDULE" 1 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE 1 # 1100 UPLIFT SIMPSON _ (9) tOd x 1 z"NAILS TO TRUSS "ROOFNJALUFLOOR (1) SIMPSON HETA16 TRUSS ANCHOR WITH '1 \\\. HTSM20 W/10 10d TO 1 I B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING NOTE A PT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 114" (12) 16d x 1" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d z 1 }" NAILS TO '\ 6", 8" x 4'-0" MAY BE ADDED �\ TITEN 2 ANCHORS TO DB� STRAP, 1 EACH SIDE. VERTICAL GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL t APPLICATION OR WRAPS OVER MINIMUM CONCRETE \ 1 O/C TO FACILITATE ONE C_( (1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE'. APT SYP #22" x 4", EMBEDMENT. USED IN \ 1 ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON 16 10d X 3' NAILS TO GIRDER AND ( ) d' 6", 8" 4'-0" MAY BE ADDED CONJUNCTION WITH \ ,21`�r'. ACCOMMODATE GIRDER HTSM20 INSTALLED ON /� PRE-ENG TRUSS x x 2- 7TITEN SCREWS TO CMU. W/ () NAILS, 2 ROWS, 3" HEAVY UPLIFT "'�� TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 10d SIMPSON 2) SIM (HETA16 TRUSS ANCHORS O/C TO FACILITATE ONE CONNECTOR BLOCK WALL WH010d TO I TRUSS AND x 2 1/4" A WITH (12) 16tl x 3;" NAILS TO GIRDER. ADDITIONAL PLY MAX. 70 TITEN 2 ANCHORS TO I CONTINUOUS BOND BEAM H RS ACCOMMODATE TRUSS — —A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL ANCHOR REQUIREMENTS- ASCIA— 1X2, 2x WOOD FASCIA--- SEE ARCHITECTURAL WITH (4) J" x 5" TITEN HD TO CMU AND 112) BIDS 11 a" x 2" TO GIRDER LENGINEERED WOOD / / � B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 2x SECURED W/(3) 16d GALV. COMMON NAILS. _ TRUSSES @ 24" O/C, lx2, 2x WOOD FASCIA � / (2) }" x 5" TITEN HD TO CMU AND (18) SOS a' x lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS SEE ARCHITECTUR3" 70 GIRDER AL FOR REVIEW GALV. COMMON NAILS -__ C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ 16d �. �" 6"TITEN HD TO CMU AND BIDS �" 3" 12" OlC � � AND APPROVAL GALV. COMMON NAILS � (2) x (18) x N lx2 SECURED W/ 10d MASONRY BONDSCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM �' 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN, A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS. (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN,) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT = 8885 LISS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF `j SCALE 3/4"=1'-0" GIRDER CONNECTOR(S) BQALE'3/4"=1'-0" �a "' SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. -.... .. 2x4 BLOCKING BETWEEN / LSTA12 20 GAUGE BRACE W/ (3) 12d @ EA. TRUSSES WHERE W/ 10dx'U2 NAG NAILS TRUSS (DIAG, BRACE TO \ X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING @ EACH END. TOTAL OF 10 SEAMS) 0' 0" TO 30' 0" (1) "X" BRACE FLOOR 30'-1"TO 60'-0 (3) "X" BRACE SECURE 2X PT. PLATE GIRDER 6'-0" MAX (W1I x4) (1) x. BRACE @ CENTER TO BLK W/ 1/2" DIA. j oR 10'-0" MAX (W/2X4) (2j "X" BRACE DIVIDED EQUALLY / ANCHOR BOLT W! 2" / --�K FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, ---- EATO PER ELEVATION_-_ — lx4 DIAGONAL MIN. MBEDSTRENGTH SEE ARCHITECTURAL 32" OC \\ I- PRE-ENG FLOOR TRUSS \ BTM. CHORD SEE MAX / PRE-ENG GABLE TRUSS SECURE GABLE TO 2%8 \ ` 5/8" GYPSUM BOARD OR 1/2"HIGH BRACING, PLAN FOR LOCATION P.T. PLATE W/ 12d's 6" STRENGTH CLGBOARD . MAY NOT BE STIFFBACK (AS PER— O, C. MAX a REQUIRED TRUSS ENG) CONT, 2x4 SECURED W/ SECURE -- TRUSS TO TOP PLATE w/ (2) �� / A (2) 10d's @ EACH TRUSS _ 16d TOENAILS TO BE INSTALLED @ \\ DOUBLE TOP PLATE W/ 51�— "EMB A.B.WITH BTM. CHORD OF -10'-0" O,C. MAX. MIN. 7"EMBEDMENT MIN, WOOD ROOF TRUSSES _ AN \ TOSLAB &(IS)16dx /� —_ - 2x4 OR 2X6 WOOD BEARING 2 NAILS TO POST., - \ WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY), SEE SCHEDULE FOR ___ PLANS FOR SPACING. SINGLE ON SLABS _ _ BOND BEAM RED. BTM_ PLATE TO BE PT_ A(r SECURE BT. PLATE TO ---- \ PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL \ .. - PROVIDE BLOCKING 12" OIC STAGGERED_ ADDITIONAL METAL \\- 1/2" GYP. WL. BD. a 114 BTM. CHORD BRACING 6-0" O/C SEND WALL OR OTHER CONNECTORS NOT �" MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO # a 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. _ COMMON NAILS AT EACH CHORD INTERSECTION TYP BTM. CHORD BRACING ��� BLOCK WALL W/ GABLE END °Q r__'�GIRDER/WOOD POST CONNECTIONS BQALE 3/4"=''-°" �,J PRE-ENG'D TRUSS SCALE 3/4"=1'-0" • LI �� FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE 4 SQALE:3/4'"`°" (NO UPLIFT) —NOTCH DEPTH 114.D y USED SO LONG AS THEY CONFORM TO THE HOLE E DIAMETER ��.--HOLE DIAMETTERER FOLLOWING - 2/5`D SGL STUD OUTER 1/3 OF / 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY / A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND d 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 ... 011 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM--J THOLE DIAMETER e PLATE <315`D DBL STUD ALTERNATE MATERIALS STUD NOTCHING 11 — _ 0BCALAND BORING LIMITS E:3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W y w � � o Q IQ IQ IQ IQ N O 9 0 ca c A [SUBDIV. & LOT: ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL: 4EBB 1828- CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C fil OLAND"CRA AfE NO 93723 do DATE: 02/19/24 SCALE: 1 /4"=1' — 0" s1MET S3. 1 L //�� � P P IF 4 NAIL SHEATHING TO LADDER VTCR OR MTS-12 SPACING (1) AT pAV@pQepp EDGE PER SCHEDULE-2X4 CONT LADDER EDGE VTCR OEACH END AND 6-0" O.C. MAX.. 2X4 LADDER AT 16'0/C -- W/(2) 16d NAILS 8" OIC TO _ TOP CHORD OF TRUSS V ; / ) (2) 2X4 No.2 SYP DIAG. \\ BRACE W/ (3) 12d @ EA. ��� \ p ), TRUSS (DIAG. BRACE TO COVER 5TRUSSES) \ kNII I, I / \ ppll 0-D'T030'-0 (1)"X"BRACE 2KSUB-BAND I II p�pGpolgp� 30 1" TO 60-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) 'X" BRACE @ CENTER STIFFBACK AT ALL (2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4 10 HIGH \ \ C I FROM CENTER TO END, (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE --�--- — -- J j %i�i "ROOFANALUFLOOR \ - L SHEATHING ,� FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO_ SIDE VIEW PERSEE ,x2, 2x WOOD FASCIA — MFG.2xSECURED ARCHITECTURALTRUSS rFFOR Wi (3)16d EDWOODGALV. COMMON NAILS. @ 24" O/C, x2 SECURED W/ 10d OP DRAWINGSGALV. COMMON NAILS W CONT. 2x4 RAT RUN \12"O/C ; OVAL SECURED W/ (2) 12d's@ PRE-ENGINEERED MASONRY BOND BEAM-----' EACH TRUSS VALLEY TRUSS CONNECTION SEESCHEDULE %_� GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. W/ HIP RETURN SCALE 3/4"=1'-0" PRE-ENG GABLE TRUSS----- 2X4 BLOCKING BETWEEN TRUSSES ----' — (AT WOOD AT FIRST TWO BAYS 4'-0" O.C. (AT 8 _ PRE SHEATHING SEAMS) (BLOCKING �'� TRUSS (TYP) @ 24'' O.C. NOT SHOWN FOR CLARITY) �' MAX e 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR ��,��_ �'--- FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK-----i W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH j STRENGTH EPDXY 6"MIN. I EMBED. AT 32'' OC MAX. SECURE GABLE TO 2x8 P.T. I PLATE W/ 12d's 8" O.0 MAX I 00 C.POURED -- LINTEL COURSE _�---CONT. 2.4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10-0" O,C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou'p.com AA #: 0003325 F W W K z0 susnly & LOT ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181,003-39012 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 0 rA NO PRINT 02 19 DATE / /24 SCALE: 1 /4"=1' — O" SKEET S3. I B sr# � • • r+t • t i F• •••• 4 4 i i s * • • • • • • (r r t t r+ �i • • • • t r 1 i► s► r s• r r r r s s s r r r r r s s s r s r� ^�4�rst##srtr►s tsr#r#rsts+�bL�_ MP ROOF .fi-F ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-22 ZONE 1 = -36.47 PSF (-46.47) ZONE 2 = -55.43 PSF (-65.43) ZONE 3=-64.91 PSF (-74.91) W'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING ESP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132' STRUCTURAL SHEATHING EXP 1 (40/20)-(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/2' 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 3d RING SHANK, 23/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8'' OTIS F1667 SCREW -NAILS RSRS-01 KHFItK UK IKUJJ--- _ ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 — - - - o BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT L - o� INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MAN UF. SPECS.) SEE DETAIL. - - BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE. GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2'. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3: tOd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE'. ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-22 :L- BO RING SH— CL-H NAILS Cu 4" O C. T.I. BOTTOM EDGES t/I Z z Z o O . TYP. EXT. SHEATHING ATTACHMENT C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING HEATHING �#8 2" DECK SCREWS @ 6"-B" O.C. MAX @ 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 TO ALL EXPOSED MEMBERS GENERAL NOTES. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE (TRAIT ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2023, Bth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 042 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 WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2023, Bth 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. DEPENDI NO PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TOE FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION LUMBANDER SIGNED AND STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL STRESSDES -GRADE REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" ROOF ROOF: LIVE LOAD FLOOR' LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED pSf 20 psf TOP CHORD -non-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non -concurrent #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 36" CORNER BARS BOND BEAM ONLY LOPPED AND TIED TO EACH BEAM REBAR. SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS RINGANSI ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88. 1990. WITH 7 88. 1 15 psf TOP CHORD 20 psf TOP CHORD (7 psf SHINGLES) No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 F f BT 10 psf BTM CHORD 5 psf BTM CHORD BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD MPOSU SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-22 (FBC R2023) EXPOSURE C, RISK CATEGORY II) (FBC 2023) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE'. 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS'. 30pSf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS' 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS' SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM'. 40psf, SLEEPING ROOMS: 30psf STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pSf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL SHOP DRAWINGS SHALL BE REVIEWED WILL DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 % OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING . SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS'. 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHERB TURNED ELEMENT. BOLTS BE ACCORD 2CE CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"d- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. TIGHTENED WITH THEBOLTSWITHWASHERSU METHOD CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M FOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 18 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 FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FORCONCRETEEXPOBED TO EARTH AND/OR WEATHER: 1-12" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1"1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLCATON SZE ttPE CING 0 OIC YaC STAGGERED REMARxs lINDOVJPJOORIGASTENED INTO MASONRY/GONG. APPL CAT ON ARACE DOOR BUCN ZE ttPE SPAT NG R T, c E "END GIST, ]'EDGE P'si SGD, AL. — DOORS ix Pi, SEE NOiEs 'qA APCON MASONRY T FASTENER 6 _ CASE —SIED COL NAILt (2'LONG GARAGE iOMASONRYICONC. "OR '2'DIA EXPhY5 GN 6OL 1G PC (3/e"DIN 2<.O/C(1/T DMA) cASE w+RDENED COIL CONTACT THIS ENGINEER FOR SPACING YIGa "° x (2)3I161 DIA - END NO WASHER EASTNER 10"Oc DISTrzEi'AE EDDOE D OT REQUIREMENTS CK 0.13s° " P OCOL.uSEE - NOTE6 W/WP 4E ASHER STAGGERED EDGE DST NOTES_- 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWNG DOOR WITH AWOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 \ I F W d Z o pq �5 Q a L U rn o C, C, o C, p O Sxmnly. & L.OT- ABBOTT PARK LOT #39 BLK: 1 PHASE: 3 PROJECT# 04181.003-39012 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C h NO PRINT 02 19 DATE: / /24 SCALE: 1 /4"=1' — 0" SHEET S N I 4 r M h KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2) VINYL SOFFR SERIES INSTALLATION METHOD (SEE NOTE 2) DESIGNPRESSURE IRS 1)(SEE NOTE,) NET FREEAREA ISO.INALINEAL R.} NET FIR (SO.IN. no. asu scu0soiT _ N¢ / acwa+nLL 6s,T/-so n/A x/A 10, 0622 -TEA SOFnT _ ¢ / d-a,ANND. .fieT/-s6.7I IS 12' TRIPLE 4 10, W33 vExreO s0mr u / 3-cwrxn aT!-E0 _ ¢ /-ewwxEL e.7/-s0 .PHEW er O.E Pea ,xE O,z oocME IrvssLunoNS FaR TABLE OF CONTENT VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS 1, DR1e 0IHSISPAHS) I THE TION CROSSSECTIONG SHOWN ON SHEE 3 AND 40EPICT SINGLE N EITHER 5OFFIT INSTALLATION OVERHANG 10 THESE FCO�NFIIGBNANo ONLYRE HIE AG BUT �urvl,T FAST E N E R REOU FEMEN E AND SPAN uMITs ARE MAINTAINED. 12 BEET B EDNTHIB HEETFQRGP N DF,E., .,zT6 ,4 AND,6 z. wsTAuanON FasTENeas F1, FASTENeas SHALL BE THE TYPE SIZE. EI,SEDMENT AND EDGE D,s CE SHOWN EREN FOR RESPECTIVE sueSTRATE. SEE FASTENER SCHEDULE TABLE as THIS 22. UM EMBEDMEM tUDE WALL FNIBNES INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER AND SIDING), EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CPACKING OF SUBSTRATE MATERIAL. 2.3 S DO NOT TAKE INTO ACCOUNT WALL FINISHES. "_,I'IGH THICKNEGG SHALL BE ""TO" REQUIRED FASTENER LENGTHS. SEE FABTE1SRSCHEDULETABLE ON THISGHlC1. FASTENER SCHEDULE VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS 1, DR1e 0IHSISPAHS) I THE TION CROSSSECTIONG SHOWN ON SHEE 3 AND 40EPICT SINGLE N EITHER 5OFFIT INSTALLATION OVERHANG 10 THESE FCO�NFIIGBNANo ONLYRE HIE AG BUT �urvl,T FAST E N E R REOU FEMEN E AND SPAN uMITs ARE MAINTAINED. 12 BEET B EDNTHIB HEETFQRGP N DF,E., .,zT6 ,4 AND,6 z. wsTAuanON FasTENeas F1, FASTENeas SHALL BE THE TYPE SIZE. EI,SEDMENT AND EDGE D,s CE SHOWN EREN FOR RESPECTIVE sueSTRATE. SEE FASTENER SCHEDULE TABLE as THIS 22. UM EMBEDMEM tUDE WALL FNIBNES INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER AND SIDING), EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CPACKING OF SUBSTRATE MATERIAL. 2.3 S DO NOT TAKE INTO ACCOUNT WALL FINISHES. "_,I'IGH THICKNEGG SHALL BE ""TO" REQUIRED FASTENER LENGTHS. SEE FABTE1SRSCHEDULETABLE ON THISGHlC1. FASTENER SCHEDULE EST z,L' Iro . o R oE,�:•D� ,e DID ,�,/< I/.� o M, 7/8' ,/<- dE DR aa 'N.FNNwwDw CDcaFT - N .7TTIEIR I— TO - E w!0 NAu RD093 792 _0165 II 1.49� 0,042- L54 1/2" i—CHANNEL/TRINE 5 VINYL (No. 1100) 25-17 0.022 —11.25- 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT J-CHANNEL FASCIA SERIES 12" TRIPLE 4 SOLID NO. 0623 SpLID SOFFIT 12" TRIPLE 4 FULL-O-VENT 112" J-CHANNEL 4" FASCIA NO. 0622 VENTED VINYL ALUMINUM SOFFIT NO. 1100 NO. 9100 12' TRIPLE R FULL-O-VENT ECO N0. 0639 VENTED SOFFIT PIE4FULL-O-VFNL jNO.Oi32VENTEDSOFFR Antle SOW, LLB'"L INSTAL1Al10N OFFAILSAIHAUF (SHEETS) I`.— Negrtive 10 68 Car08E 66.756.7 fi67 667 e&C &C 8E i,, 556 AD -55.6 I2n All ABB 8C B 53.3 123 10 B&Cor08F AEG 476 7,6 4I5 47B 36 88 Car08f A8C 43.7 41] BILL OF MATERIALS *BINYT V NOT TO. Df,IDNBHE - .0" NAGEN, 'a S 3/. _ DX soREw TAP T/,E"R4TE5. oa CR`�a- FH 6 DN.RGTE .. MIN. , BATTEN STRIP ANCHOR 12 tOd NAIL AT EACH TR USSlJOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOIST/RAFTER FASCIA WOOD BY OTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 2-114" FASCIA @ 16" O.C. MAX OSTAPLES INSTALLED XEMSI, . THRU SOFFIT AND iX2 WOOD BATTEN 11 J-CHANNEL AT NAIL Q STAPLES INSTALLED SOFFITQ HEM AND IN VALLEYS A; THRU SOfFiT AT NAIL j( HEM AND IN VALLEYS STAPLES INSTALLED OFFIT D 12"O.C. MAX (INTO DETAIL B "MAX. ) FASCIA-CHANNELQ OO WOOD) IN J-CHANNEL-CHANNELO SLOT "MAX J-CHANNEL FASCIA 13ADETAIL A 2BATTEN ATTEN IO 1. ENSTRIPANCHOR i Od NAIL AT EACH FASCIA INSTALLED Q TRUSS/JOIST/RAFTER RUSS/JOISTIRAFTER FFITAND LOCAT ION NOT TO BY OTHER EL AT NAIL HEM EXCEED 24" O C. INTO ALLEYS FRAMING OOD SCREW OR SCREW, 7DSTAPLES INSTALLED INSTALLATION SCREW, ATTACHMENT THRU SOFFIT AND EMB BATTENATTCHMENT Q J-CHANNEL AT NAIL 7 STAPLES INSTALLED@ O FASTENER SPACED 24" HEM AND IN VALLEYSAX ASTENER SPACED 24 Og 12"O.0 MAX (INTO M O.C. O.C. WOOD) IN J-CHANNEL TAPLES INSTALLED @ SLOT OR T-NAIL @ 12" OFFIT t 11 1X2 WOOD BATTEN 2" O.C. MAX (INTO O.C. MAX. INTO ( CONCRETE/MASONRY) J-CHANNEIQ ZX2 WOOD BATTEN i� LOD)INJ-CHANNEL O SOFFIT r(D COMAX(INTO@12MAX NSTALLATIONSCREWQJ-CHANNELONCRETE)MASONRY) DETAIL D STAPLES INSTALLE BATTENATTCHMENT Q7 �" MAXOFASTENER SPACED 24" gJ-CHANNEL THRU SOFFIT AND MAXOCOJ-CHANNEL AT NAILFASCIA HEM AND IN VALLEYS TAPLESINSTALLED@ DETAILC12" O_C_ MAX (INTO O7WOOD)IN J-CHANNEL J-CHANNEL ETE/CMU OR SOFFIT O SLOT OR T-NAIL @ 12" 6 O.C. MAX. WOOD (NOTE 1) Oi J-CHANNEL (DJ -CHANNEL (INTO CONCRETE/MASONRY) J' MAX CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1. MINIMUM SPRUCE -PINE -FIR DETAIL E FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L' SPAN ' -' EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) SOFFIT OFFIT SEE DETAILA' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END M f DETAIL A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 DETAIL A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www. blesigngroup.com AA #: 0003325 w y � 2 V R 4T 2 0 0 O a� a o a a e a x Sul3n & LOT- ABBOTT PARK LOT 39 BLK. 1 PHASE 3 PROJECT} 04181.003— 39011 MODEL- 4EBB "1828— CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C d PRINT 30 23 DATE: 03 / / SCALE:1/4"=V-0" SHEET SDI GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FICA), 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 /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 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 FIGURE 3 TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. LESS THAN OR EQUAL TO • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE 12" WIDE SOFFIT 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: o VENTING TO 1" FROM END • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" OUTSIDE OF OF SOFFIT AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) FASCIA EAVE SHIM AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS 3/8" FROM END LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). (WOOD) HARDIESOFFITO OF SOFFIT VENTED PANEL JOINTING METHODS: SUBFASCIA • 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. 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 IBC 2304.9.5." FIGURE 2 FRAMING MEMBER MODERATE CONTACT � III iki H-JOINTE LtAVt AF FKUHNIA I t GAP AND CAULK ING ER b/A I I tIV FRAMING MEMBER ING IER FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 w � o o (u W o aQ 0 a 0 � 0 aQ 0 a 0 x 9UBDIV. & L.OT- ABBOTT PARK LOT 39 BLK, 1 PHASE 3 PROJECT# 04181.003-39011 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS V.160 MPH EXP. C