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HomeMy WebLinkAbout7696 Wheat Stone Drzj (, (o g"_\AO(A-c)n 1f 1 V :Z�_2� 1672 -4EA1B-AR:A" V 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 -MMA BMMG CODE, M JDEMa, A13V ABOVE LAV. LAVATORY DATE DESCRIPTION BTH EDITION (2023) •ALL LOCAL AND SPATE CODES A/C AIR DJUSA CONDITIONING TOM - r.UMINOUS AIC ADJUSTABLE M.G. MF1):NO1 CABINET AMC. ALTERNATE MFR MANUFACTURER 02QI/18 SIDING ELEVATIONS ADDED PER M. BOWES ARCHITECTURAL SHEET DESCRIPTION M128/18 CD'S RE -ISSUED DR HORTON HOMES•OCCUPANCY '-DR TAMPA NORTH DIVISION 3501 RIGA BLVD TAMPA, FL 33619 TEL: (813) 549-1967 :OCCUPANCY-RESIDENTIAL, GROUP R3 TYPE' - VB •MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH :EXPOSURE - C .1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AMP. AMPERAGE MIN. MINIMUM HD BOARD nar METAL THRESHOLD Ci. CENTERLINE MTD. MOUNTED Cn13. CABINET SITE METAL CLO. CEILING N.T.S. NO' 10 SCALE CLR CLEAR OC ON CENTER CONS. CONCRETE E PM "SITE BUT] GPI CARPET P.B PHONE ON c.r. CERAMICraE PH. PHONE D DRYER PLT. PLATE DaL. DOUEE PLYWD PLYWOOD DG. DUAL GLAZED Pa. PAIR PIS PG PG PG PG PG Cl—COVER SKEET GN— GENERAL NOTES AI —FLOOR PLAN A2C—ELEVATION C' EI —ELECTRICAL PLA _ WORK c1� ,iC q� €..1 t� P1 —PLUMBING PLA Lt yV ORK SHALL COMPLY Wi A f o f""! < 04/ISAS FOOTIN@ REVISION PER M. EiOWES 02/IS/n ADDED CURELESS FOOTER AT GARAGE DETAIL 02/22Ae PLAN MAINTENANCE 03/18A9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04R4A9 REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE M/21Ae ADDED LED LIGHTS ® KITCHEN 4 BATHROOMS PER MARK BOWES 01%2A9 ADDED STONE OPTION ELEVATIONS 'C' 4 'D' FAX: (817) 302-3134 AND STATE CODES Din. DIAMETER P.T. PRESSURE TREATED DIM DIMENSION R RISER DISP, DISPOSAL RAD. RADIUS D. DEEP R.A.G. RETURN AIR can.L DR. DooR REF, BE DR. D.s. DOWNSPOUT RM, ROOM nrL- DETAIL R.o- aoucHOPENINc Dw. DISHWASHER s.c. SOLID CORE EXI DR s.r°i. slNou.HEmcTOR ELEV. EACH EQ. EQUAL SHI. SIH.ET ExH. EXHAUST SHTHG. SHEATHING ENT. EXTERIOR SEWR. SHOWER I. G,mx- FIXEDGS SIM- SIMILAR F.O. FUEL GAS SL. SLIDING PG PG PG PG PG PG PG PG t` M1—MECHANICAL PLQ1QDESFLORIDA SUIL0!NG!:On_F-, ,, y.1, - D1—DETAILS IATiCi��tL. ELEa(, i PfC, CODE, D2—DETAILS I'tp�1� Y�1w 6 C- ?� AND I I E CITy ?�F . EP11��" ["I{ E D3—PRODUCT APPRra,, t� - WAl—WALL ASSEMBL A WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DF.�' Lf y WA4—WALL ASSEMBLY DE'I' �f FW 0ATE1 JAN 09/13d9 A9's GIRDER CONNECTOR REVISED FROM (21 HTA-Ib TO LUGT-2 STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 O L+1� �T�. 4 SQ.1' 1. CALC J 10R5AS ADDED OPT. B'-0' CEILING HEIGHT 01/01/20 REPLACE U5P CONNECTORS WITH SIMPSON CONNECTORS LIVING I612 SQ. FT. GARAGE 432 SQ.FT. ENTRY 38 SQ. FT. LANAI 9Fi SQ. FT. TOTAL 2238 SQ. FT. 04/13/20 OPT. B'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/06/20 ADDEDELEVATIONS'L'4'M' 0l/15 Z0 ADDED ELEVATIONS 'MG'-'MG•'MS' 01/01121 2020 FBC UPDATE 03/12/21 ADDED SOFFIT DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: 407 774-4078 FM. FINISH SL. GL. SI,IDINGGLASS FLR FI-0oR STD. STANDARD FLUOR- FLUORESCENT swS _AR WA L F R. DR. FRENCH DOOR SECTION TO OOTING TIME TEMPERED GLASS GA- GAUGE THK. THIC GAR. DISPGARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND-IAULT CIRCUIT T.OT, TOP OF PLATE INTERRUPTER T.O.S. roPOFSLAB TYP. TYPICAL. PG PG WA5—WALL ASSEMBLY D'E'1 j-hS ';d +a " ¢ t - I4 r ( ',,r WA6—WALL ASSEMBLY D ;AILS I °per e "` #z $I p{ � 6 _€ t, 04/21/21 ADDED ELEVATIONS 'N' 4 '0' 06/10/21 ADDED 20'FOCTER OPTION 0221 ADDED FRENCH DOORS OPTION 03/06/22 ADDED COURTYARD OPTIONS ELEVATIONS 'C' 4 'D' 04A2/23 ADD RECESSED SHOLERINBAT14MOFTION STRUCTURAL SHEET # DESCRIPTION, GL. GLASS GYP. BD, GYPSUM BOARD UN.O. UNLESS NOTED HB. HOSE BIB OTHERWISE 11C. HOLLOW CORE V.P. VAPOR PRGOF 01/01/24 2023 CODE UPDATE PG S1—FOUNDATION PLAN DRAWING / CONTRACT DOCUMENT 14Da HEADER W. WASHER PG S1.1A—DETAILS REVIEW BY BUILDER iNsu°. " INSULATION WD- WOOD PG 51.2—DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IN"T. INTERIOR WDW. WINDOW war WATER GRATER w.I. WROUGHT IRON PG PG S1.2A—DETAILS 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.IA—DETAILS S2.2A—SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.IA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG PG SNI —DETAILS SDI —SOFFIT DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF PG SD2—SOFFIT DETAILS CONSTRUCTION BY THE 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, FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bd,esigngroup.com AA k: 0003325 F a U O � a v e o u m w 9 A SUBDIV. 8e LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 T# 04181.003-38012 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C DATE. SCALE: 1 /4"=1' — 0" SHEET C,I 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 I. 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. 1. 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 Y 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 AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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 ROOFNVALUFLOOR 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 0 E A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. T B 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'/." PVC (SCHEDULE 40), INSULATED WITH T 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. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 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 3/8 INCHES 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 V 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-C926-18b, ASTM-C1063-18b & ASTM-C1787. LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-18b & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: 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 DETAILS 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''/: -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-Cl186 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 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 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 APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROURS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023) R 704.2 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.a bdesigngroup.com AA #: 0003325 F N a � � m tea] F L w w o e ^ m C C C n C C 0 FIT—) SUBDIV. & I.OT ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEI. 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C `-'AR NO 93723 PRINT 02 16 24 DATE: / / scALE: 1 /4"=1' - O" SHEET 9 N 12'-0' 26'-5° OND (2) 3052-6H (2) 3052-5H EGRESS s I ql I I I LANAI m l l e 8'•m' cLG. I DINING ROOM BDRM.#1 j 8'•0'CLG. 1 (2) 3052-5H `r 3'-Iv 3'-IID" R3'-4" 3'-10" Q' C ry,0 I C. -S IR-ISH GREAT ROOM I n , m W.I.C. Imo fl®Ym 9 I 0I m9 a -- � ro 9 I V. ? KITCHEN UI> 8'-m" CLG. -- -1 6 WC - v 4,_4. g" 3'_8` 3,_13 � 31_�"� 3:_10u 31_ID"°8 6 m NN I ?8 1 Q2 2X8 - Bw FLAT HDR y. BDRM.#3 1'-6° AFF. �m I i m ro 3-SH CLG. BATH #1 — 8'-0' CLG. - - 3-SH ----" LAV. SHWR. PAN LAUN. O 8'•0' CLG. WH. — --IR-ITS H BATH #2 � I @ CLG, ti u9 N� >IU Wn.11 LAv. E3 al I I I I —22 k5— FLAT HDR g I ATTIC4'i 1'-6' A.F.F. L — AC— —CESS--U m Q O i H r II I BOLLARD WC. LL I I AS REQ. = IR-15H = I IC PER BLDG. _ ------ a -- CODE v FOYER GARAGE IN M.T. BDRM.#2 - 8'-m' CLG. HB 5 1/2' ENTRY (2) 3052-5H CLG. EGRESS o �� o ARCH---------------------c :_v le, -ID° 2'-8" EXTERIOR MASONRY WALL BRCS. HEIGHTS 8'-0' BRG. '3'-4' BRG. 10'-0' BRG. SQ.FT. CALC. S LIVING 1612 50. FT. GARAGE 432 SQ. FT. ENTRY 3& SQ. FT. LANAI 96 5Q, FT. TOTAL 2230 SQ. FT. COWONIM AND C.-ADDING WIND LOADS BASIC WIND EXP081INE FOR 3 SECOND GUM OPBtK18 SQUARE ZODE 180 WH WIND IVY FBAAHCS AND TYPE FOOTAGE MIN. WINDOW 10 5 33.6/-44.9 CRITERIA EXTERIOR 5WING 1a 5 32.I/-41.5 DR MIN. CRITERIA SG.D. / FRDR 43 5 30.5/-38.8 MIN. CRITERIA 16010 O.H.D. 112 5 25.1/-31.5 12'xl2' SOFFIT 1 5 33.6/-44.9 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 R301.21 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE OB/M/23 DBL. TOP PLATE B In BAR DETAIL HDR. DTL. B SCALE: I/2 I'-0' SCALE: 1/4' = 1'-0' NOTE: -2-0 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 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MY) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 316' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-7744078 www.a bdesigngro u,.COM AA #: 0003326 F � x a a � o a QI 9 9 = p 0 SUBDIV. 8C LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C AA NO DATE 02/16/24 SCALE: 1 /4"=1' — O" SHEET Al FOAM DRAIN TILES 4' FRIEZE BAND 8'-O" BRG. HGT., _ TYP. 145 16'X&2" DECORATIVE SHUTTER 4' RAISED BAND CTYP.) 0'-0. FIN. FLR. , -� BLDG. HGT. Z�� 7� -- -- - 12 SHINGLE ROOF RAISED EAND ` RAISED eAND OPT. COACH INIn - �� �■ �I I�1 I�i I�I AREA OF ATTIC = 2235 SQ. FT. NET F RE EVENTILATION AREA REQUIRED = 1/300 REQUIREDVENTILATION AREA = 2235/300 7.45 VENTILATION AREA X SQ. INCHES PER FT.(144) = 1072.8 SQ. IN, MIN. REQUIREDVENTILATION = SX 1072.8 N UPPER PORTI ON O F ATTIC - S36.4 SQ. IN, DEE RIDGE VENTILATI ON AREA = US SQ, IN. PERVENT 53ti 4 /115 EOTAL# O F VENTS REQURED 4.66435 EOTAL# OF VENTS PROVIDED - 5 -AREA O F ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG [EXTERIOR OF WALL TO EXTERIOR O F WALL, NO OVERHANGS INCLUDED) FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 1 2 6 1JA TYP. ❑ ❑ 4° SCORED ❑ ❑ - EllEll BANDING (TYP) S S - ---- -- - — - — -- - — - — - — - - -- --- - —4 REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH 3'-O" BRG. HGT, 14B TYP.El 'SCORED S BANDING � 17YP) S 0'-0" FIN. FLR. ------------- - - — - — - — - — - — - — - — - — - — - — - — - — - — --' LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-O" BRG. HGT.h 8'-0" BRC _ - _ - _ - _ - _ - _ _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ _ -0" 145 A3 TYP. 01-ID" FIN. FLR-oso"O'-O" FIN. - ------------------------------------------------- RIGHT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH I eel`' I o0'-0'FIN. FLR A DECO. DETAIL 8'-O° BRG. 0'-0' FIN. FLR. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 W x m _ ae0000 Q 0 e m e 9 p p sysniv. & LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL- 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELEVATION "C" %160 MPH EXP. C m%;^; : 1/4 =1—V SHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMP SINGLE POLE 1101 OUTLET IIOV OUTLET - OF OUTLET WIRED TO SWITCH �GFI I10V OUTLET EQUIPED W/GRIND FAIL INTEFd1PTER (TAMPER RES16TANT TYPE) 220V OUTLET (4) ORE O.OnNECTION WP EXT, WATERPROOF GROUND FAULT GPI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER SWITCH 4-WA' O'ER /�D''�4 T WALL MOUNTED V LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR O VP PROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN vENT. FAN I CPM PER SO, FT. VENT. FAN W LIGHT I CFM PER SO. FT. VANTY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 0 PANEL METER • S.D. SMOKE DETECTOR BAIT. BACK-UP Wf HARDWIRE CARBON E MONOXID BAIT BACK-UP W/ DWARDare EtEGtOR C01180 - NTIE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT V NATURAL GAS OUTLET ` TELEPHONE JACK WATER HEATER KmNITION SOURCE TO BE ELEVATED DISCONNECT AIR CONDITI_ TO BE 210v UNO. A/ DISCONNECT SEEE AWL g SHEET TV TELEVISION JACK CEILING BOX REOUIRED JO J_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS WC 4 FOR INSPECTION CEILING BOX RTED IIN CEILING FAN/SIGHT TO-O D NCE TED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnnn 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP nn nnnnnn 46' INCANDESCENT LIGHT STRIP FLOOD LG P.B. PJSH-BUTTGN FOR CHIMES •--� USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS a FANS TO BE VERIFIED ® HOMEOWNER PRE-CONSTRJCTION MEETING. H 4 BRANCH CIRCUITS TO • ALL 15 4 20 AMP BE ARC FAULT PROTECTED. • 20 AMP DEDICATED LAUNDRY CIRCUIT. ' DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXH4U5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT. LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PER50NNEL 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 OCCUPIED BY THE DISHWASHER WHERE THE FLEXIBLE CORD PASSES THROUGH AN OPENING, IT SHALL BE PROTECTED FROM DAMAGE BY A BUSHING, GROMET, OR OTHER APPROVED MEANS. • SURGE PROTECTION- ALL SERVICES SUPPLYING DWELLING UNITS SHALL BE PROVIDED WITH A SURGE PROTECTION DEVICE lSPD). T T • ONE OR MORE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOMS) RECEPTACLE OUTLET(S) REQUIRED AND ANY COUNTEI AND SIMILAR WORK SURFACE RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. • AT LEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REaUIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES UTH ELECTRIC POWER, THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. ' COND) \� � � I WP GFI o PRE -WIRED db CEILING CLG FAN �!,` I IIMTD. LIGHT �II'� I TO BE (INSTALLED, BDRM.#1 PROVIDE �,`, \ �J-BOX FOR I� oPr. FAN LANAI u P — q GFI // ��rG� lW — DIROOM �� PRE -WIRED CLG FAN (2) OUTLETS HOOD WIRE W/ i5:1 y� STACKED D. OUTLET FOR GFI OUTLETFII LI kl` 'Q-�\� u-ruR�ICRo , PRE -WIRED 1 r� GFI CLG FAN FOR DW W.I.C. 1 I F(� GREAT ROOM \\\ m Q; nP Ej:l I � SWITCH IN 1 CABINET L KITCHEN BATH 1� BDRM.#3 !, -__ _ --- � I��� \ �o "' \\ � 1� •]! lll Imo/ 7 \ �\ PRE -WIRED \ LAUN � vI CLG Fj rb' \ \\\ rl I� I II BATH#2 1 GARAGE — I DOOR 50L�WLL LARD MOUNTED AS LDG1' I PER BLDG. ��' 1 `L `l, \\ LIGHT Wl6WITCH IN ATTIC CODE KEYLE66 FOYER FIXTURE �\ GFI W BDRM // v OUTLET OHD IRRIGATION' C'. P.B. FOR - r�! OUTLET 9 CHIMES \I \ 48' A.F GARAGE GFI ; 'r PRE -WIRED WP CLG FAN qp SENTRY, :' L J_. \ OPT. \ COACH _'------- LIGHT ELECTRICAL PLAN SCALE: 1/4' = I'-V METER FIELD VERIFY LOC. 3 ( 3 \I LED LIGHTING C SINGLE LAV. BATH "2 150 AMP ELECTRIG,AL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 8TH EDITION C20231. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS, B. ALL CONDUCTORS SHALL BE TYPE THHN/THU,N UNLESS NOTED OTHERWISE. GRADE PROVIDE ISO AMP, 120/240 VOLT, 1 PHASE SECONDAR'F ELECTRICAL SERVICE, PROVIDE 3 •I COPPER (CU) IN I_1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 .2/0 ALUMINUM !AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I � I I I I I I � I L I I � I LED LIGHTING C DOUBLE LAV. BATH •1 PROVIDE 3-2/0 CU, THWN . Y6 CU IN 2' CONDUIT OR 3 •4/0 AL, THUN . 1.6 CU IN 2' CONDUIT OR 2/0 AL. SE.R (CONDUIT TO TERMINATE ABOVE SOFFIT s OVERHANG.. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120R40 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 15OA/2P MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE ECxlIF1MENT EQUII M MNT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PECR STH EDITION (20231. 5/e" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com ` AA #: 0003325 I W C ZZ O = m w � a F ZN Q o q � � wpp o O @ 0 Q pwp Q pwp Q p� Q @ 4 lu x �U O0. U� IL UBDIV.BBOTT PARK OT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ROLAND A. ABQMFiACRA L AR NO 93723 i PRINT 0216 24 DATE- I I SCALE: 1/4"=1'-0,. SKEET Jt`2• V.T.R. I vz•� z• KIT'-C�HE NW 1 112' SINK / AV AUTO EN T— vz• R. ' V�.T�.II I I/2 / JIB 2' TUB cI 2„ � I LAV 1/2' �2 2„ — 2' 3' 3' WASHERI I W�.I LAV. LAV. 4 3. SHWR 3' C.O. 2' TO MAIN 4' PLUMBING RISER PLUMBING PLAN SCALE: 1/4 = 1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgng' up.com AA R: 0003325 W m W � � o � � a > Q }zUy w V B F Z � q SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003- 38012 MODEL: 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C SCALE: 1 /4"=1'— 0" SHEET ID 1 T — HVAC NOTES I. 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 LESS THEN R-6 RATING. ALL 6EAM5 SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC STH EDITION (2023) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC STH EDITION (2023) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC STH EDITION (2023) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC STH EDITION (2023) MECHANICAL CODE SECTION 403, 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND FBC STH EDITION (2023) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 6O LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CE AIR SUPPLY�� 1 1 AIR HANDLER LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT [ED PASS-THRU AIR GRILL NNE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONG CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL EXTERIOR WALL AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB •6XI 1/4' BHT. MTL. SCREWS SUCTION AND LIQUID 7� UNIT, REFRIGERANT LINES ('CONDVENSER NIT CONNECTION TO PAD LJ j d- 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY ,� PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, A5 PER FBCR STH EDITION (2023) k;��MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD m 12' FROM STRUCTURE 5CORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. /— OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTEN5ION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J05AM 56000 INSIDE HSERIES NICKEL 5RA85 TOP CAULK P.v.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (,TYP.) N 5 FIN. GRADE OR PAVING SEE SPEC. I'-8'XB' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED OEXT. GROUND CLEAN -OUT (TYP.) NITS MECHANICAL PLAN SCALE: 1/4 = 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E, ELEVATION. IK- 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W a w Q � w a � F 4 � � w w � u 0 O v e � Q 0 Q w Q Q L) 0 SUBDIV. & LOT• ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C AAt A'ND A. ABSUCHACRA 11 AR NO 93723 PRINT 02 16 24 DATE — SCALE: 1/4"=1'-0" SHEET mI 2X4 TOP PLATE PER FLR PLAN PRE-FAB TRUSS 1/2' CLG. BOARD 1/2'-DRYWALL 1 ° 1 SECURE ST. --- PLATE TO SLAB W/ 10d MASONRY NAIL w 32' O.G. MAX FIN, FLR 2X4 WOOD STUDS -24' O.G. SLAB NOTE: 5TUD5 IN PARTITIONS SUPPORTING: WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16" O.G. OR, NOT LE55 THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.C. (a)TYP. INT. WALL NON-BRG.) D1 5CALE+ 3/4'-1'-0' FIBERGL455 SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRU55 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 5/8' GYPSUM B< OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8' OR 5 1/2' DRYWALL 3/8' TOP CHANNEL (25 GA.) I/2' DRYWALL 3 5/8' OR 5 3/6' METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 413 5/8' OR 5 CABINETS AND TUB/5HOWER 25 318' BOTTOM GA. METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA.) SECURED TO BE SPACED 16' O.C. AT 2ND TO CONIC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP t TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD BASEBOARDS ISCREW v SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL 7,MANUF4CTURER6 ELEVATION R-4.1 INSULATION WINDOWS AND DOORS ALLEDSHALL BE INSTALLEDAND FLASHED IN ACCORDANCE WITH THE FENESTRATION WRITTEN INSTRUCTIONS srRucruRAL n /Ix2 P.T. FURRING- 1/2' THICK, 2 COAT PORTLAND y� STRIP5 9 24' O.C. a CEMENT PLASTER APPLIED 8' GMU DIRECTLY TO MASONRY �— 1/2" GYP. WL. BD. - WOOD BASE 0'-0' FIN. FLR. a s n W/ WINDOW OPENING U -FINISH FLOOR 1-STORY TYP. INT. WALL 1A METAL STUDS NON-BRG. D 1 SCALE: 3/4' = I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT 45 PER FBCR 2023 905.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I _ _ 0'-0' FIN. FLR. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.13 AND 1609,5.1. n TYP. WALL SECTION NO OPENING (_5__�1-STORY HIP BLOCK WALL D1 SCALE: 3/4'=I'-0' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 8TH EDITION IS 14 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4669 TYPE III OR TYPE Iv UNDERLAYMENT FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED 45 PER FBCR R1043.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2` CORNERS ON HIP ROOF5- 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 LE45T 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 0.11 HEAD DIAMETER) FOR A 2" X 4" SU15FA5CIA AND THREE FACE NAIL FOR 2' X 6' AND GREATER SUBPASCIAL. CALLK AND SEAL G49 LINE 11' PVC SLEEVE FOR GAS LINE e' aw . LLbOD BASE 2 GAS LINE THRU BLOCK DV 9G1-1.1'- FIBERGLA55 SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 S05.1.1.1. ROOF SHEATHING THICKNESS A5 PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-L— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0" FIN. FLR. S' CMU IR' THICK. 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLT TO MASONRY cl PoJER BEAD a' O'IU SEE STRUCTURAL FOR REII80RCEMENi 2.6 P T. M ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REQ. SEALANT BACKER ROD MATHER STRIP MOULDING ALL ARCUND(BY DOOR MANUF.) FASTENED TO WOOD JAMB PER PRODUCT G1_1 STEEL OVERHEAD DOOR APPROVAL REQ. VERTICAL TRACK I' MIN. ®Y OTHERS BY MALT. FASTENED TO SLIDE TRACK BRACKETS RODE W/ P'RCmct APPROVAL Rga r3__� GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' —2X4 SPF 24' O.C. MAX.— SECURE W/ (2) 12cl NAILS s EA. END 2x BLOCKING BETWEEN TRU56E6 —PER STRUCTURAL DETAILS- -STIFFBACK AT ALL UPRIGHTS - PER STRUCTURAL DETAILS -PRE-ENG WV_ TRUSS PER ELEVATION JJJJJJ CONT, 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES hPER ELEVATION 5/8GYPSUM BOARD OR 1/2, 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 6 24' O.C. 1/2' GYP. WL. BD. WOOD 545E n W/ WINDOW OPENING U FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 S05.1.1.1. 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 SNI. PRE-ENG. GABLE TRUS5 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS GMU 0'-O' FIN. FLR ROOF SHEATHING THICKNESS 15 ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 STH EDITION, SECTION R301.1.3 AND 1609.5.1. n TYP. WALL SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL D 1 SCALE: 3/4'=1'-0' NOTE: METHOD TO BE USED FOR THE NSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 8TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Z y a j Z V VVV � m w a a Fw o 0 0 a a a a R 0 SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181,003-38012 MODELc 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C rtcarr'02 16 DATE:: 24 / / SCAIZ: 1/4"=1'-0" SHEET D 1 TOP: 2X6 P.T. ® CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 8' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/6, WASHER i NUT OR W/ (2) 1/2' X 8' ANCHOR BOLTS W/ 4' MIN. EMBEDMENT W/ 2' X 2' X /8' WASHER 4 NUT TO BLK W/ -- v4'TAPCONS 1 1/2' EMBED., 8' O.C., _ . 4' END DIST., 1 1/2' EDGE DIST. 2X6 GARAGE DOOR BUCK SECURED W/ (5) 1/2' X 8' J-BOLT OR ANCHOR - _+ BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/6. WASHER 4 NUT. (1) WITHIN 8' OF TOP. (1) WITHIN 8' OF THE BTI-I, _ I� (3)EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS U94ERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR (J-)BUCK ATTACHMENT D2 SC 1 11'•1'-p 3Z4" BUCK CONNECTION PTO BLK DETAIL 2X4:C9I SECURE TO BLOCK W/ 3/16' TAPCCN5 (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN e' OF EACH END 4 15, O.C. MAX SPACING, 2X6: SECURE TO BLOCK W/(2) 306' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS. O.C. MAX SPACING, 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN e' OF EACH END 4 Ia. O.C. MAX SPACING. - NOTE: SHIM AS NEEDED TO PLUMB JAMB lDO NOT EXCEED 1/4.) e' GMU I/2' DRYWALL CELL TO BE POURED ❑ SOLID W/ 2,500 "I CONCRETE REINFORCED W/ li) 5 VERTICALLY 1'X4' P.T. NAILER T/I6' OSB. X 4' MIN. DOOR CASING DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB 3 TO BLK DETAIL 2X4: ® 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK 3/16' TAPCONS (MIN. W/3/16' TAPCONS (MIN. SHANK 512E .145 MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') MIN, EMBEDMENT 1 1/4V WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 16' OC, MAX END 4 18' O.C. MAX SPACING. SPACING. 2X6: ® 2X6: CEM SECURE TO BLOCK SECURE TO BLOCK W'(2) 3/16' TAPCONS W/(2) 3/16' TAPCONS (MIN, SHANK SIZE .146 (MIN, SHANK 51ZE .145 MIN, HEAD SIZE 300 MIN, HEAD SIZE 300 8' GMU MIN. EMBEDMENT 1 1/4') MIN, EMBEDMENT 1 1/4') I/2' DRYWALL WITHIN 8' OF EACH END 5' CMU WITHIN 6' OF EACH END S. CMU 4 IS' OC. MAX SPACING, 4 IS' O.G. MAX SPACING. Ix4 P.T. OR 5/4'X4' MIN, 1/2' DRYWALL 1/2' DRYWALL SECURE THRU FRAME I'X4' 2X8: ® 2X8: EXTEND 1-1/4' INTO P.T, NAILER SECURE TO BLOCK I'x4' SECURE TO BLOCK PT. BLOCK W/ 3/I6' W/(2) 3/16' TAPCONS P.T. NAILER W/(2) 3/16' TAPCONS P.T. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .145 T/I6' 02.5. X 4' MIN. MIN. SHANK SIZE .145 DOOR CASING ,MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN, EMBEDMENT 11/4') DOOR CASING MIN. EMBEDMENT 1 1/4') MIN, EMBEDMENT I-1/4' WITHIN 8' OF EACH END WITHIN 8' OF EACH END WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 16' O.C, MAX 4 16, O.C. MAX 1 IS' O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" 0�DDOW TO BLOCK +3/4" OR +5/4" 2X4: 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 18' O.G. MAX SPACING, 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCCN5 (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 6' CMU WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING, 1/2' DRYWALL I'Xd' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 DOOR CA51NG MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18, O.C. 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 +1 1/2" C�D�OW TO BLOCK +1 1/2° NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLOCK +1 15/16" ��D�OW TO BLOCK +I 15/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MfN. EMBEDMENT 1 1/4') WITHIN 8' 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 3/16' TAPCON MIN- 1-1/4' (MIN, SHANK SIZE ,145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4-) WITHIN 8' OF EACH END g' CMU 4 IS,' O.G. MAX SPACING. 112' DRYWALL 2X8: SECURE TO BLOCK 1'X4' ❑ W/(2) 3/16' TAPCONS P.T. NAILER (MIN, SHANK SIZE .145 DOOR CASING MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN e' OF EACH END 4 IS' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4V DOOR JAMB TO BLOCK +2 1/4" \WINDOW TO BLOCK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" yw�r �n�nw Tn Rrnrx +:1^ 2X4: CM SECURE TO BLOCK W/ 3/1W TAPCONS (MIN. SHANK 51ZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 18, O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/I6' TAPCCNS 3/16' TAPCON MIN. 1-1/4' (MIN, SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I 1/4') WITHIN 6' OF EACH END t IS' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/16' TAPCON9 (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 8' CMU I/2' DRYWALL I'X4' P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER W/(2112d WITHIN 8' 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 1/4V DOOR JAMB TO BLOCK +3" �lwlN.Bnw Tn urnrx +�" u 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. NOTE: HEAD SIZE .300 WINDOWS AND DOORS SHALL BE MIN. EMBEDMENT 1 1/4') INSTALLED AND FLASHED IN WITHIN 8' OF EACH ACCORDANCE WITH THE FENESTRATION END 4 18' O,C, MAX MANUFACTURERS, WRITTEN INSTRUCTIONS, SPACING. 2X6: SECURE TO BLOCK W/(2) 1/4. TAPCONS (MIN, SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 I/4') WITHIN 6' OF EACH END 4 18' O.G. MAX SPACING. 8' CMU 2X8: I/2' DRYWALL SECURE TO BLOCK I'X4' W/(2) 1/4. TAPCCNS P.T. NAILER (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 l/16' 0.9B. X 4' MIN. MIN, EMBEDMENT 1 1/4')tz WITHIN 8' OF EACH END DOOR CASING 18' O.C. 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 +3 7/16" ND�OW TO BLOCK +3 7/I6" �J� 2X4. CM SECURE TO BLOCK W/ 1/4' 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. 2X6: clim SECURE TO BLOCK W/(2) 1/4' TAPCON5 IMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16, O.C. MAX SPACING, 2X8: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. SHANK 51ZE .145 MIN. HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15, O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. LJI 8' CMU 1/2' DRYWALL X4 P.T. NAILER U I' P.T, X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4V DOOR JAMB TO BLOCK +3 3/4" DHOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD LONG WOOD, FL 32750 PH: 407-7746075 FAX: 407-774-4078 www.a tides ign gro u p.com AA #: 0003325 � W h W J � � Q °s h B M c sysDly. a4: LOT• ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C RU�Aee'a AaOucACRA I AR NO 93_ M3 � PRINT DATE- 02 16 24 SCALE: 1/4"=1'-0" SHEET -I I - - I -1T F-- - - --r— I _ —rr -T- -I ri I CODE I ____T_1 N4 i PRODUCT APPROVAL LISTING SHINGLE (STANDARD) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE FL # MANUFACTURER CATEGORY DESCRIPTION VOERSION EXPIRATION DATE 11473.9 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 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1105 2023 FBCR 12/31/2035 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1122 2023 FBCR 12/31/2035 13872.14 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 13872.4 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 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 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 12/31/2026 10456.10 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 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 10441.3 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 STRUCT. 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 - R7 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 17676.2E MI WINDOWS &DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 11/3/2025 18644.2 MI WINDOWS &DOORS FIXED GLASS - 2023 FBCR 4/30/2026 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2023 FBCR 8/27/2027 15332.9 MI WINDOWS Se DOORS SLIDING GLASS DOOR 2023 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31/2024 15353.4 MI WINDOWS &DOOR$ WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678-R$ 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. EXT. 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. DOOR w/SIDELITE 2023 FBCR 12/31/2024 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/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 DAMES HARDIE BOARD ARTISAN 2023 FBCR 12/31/2026 13192.2 DAMES HARDIE BOARD PLANK 2023 FBCR 12/31/2026 13223.2 DAMES HARDIE BOARD PANEL 2023 FBCR 12/31/2026 19901.1 LAMES HARDIE BOARD REVEAL 2023 FBCR 12/31/2026 13265.1 DAMES HARDIE BOARD SOFFIT 2023 FBCR 12/31/2026 30310-112 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 R5 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 17188-115 MID -STATES ASPHALT &CANT STRIP, INC. ROOFING UNDERLAYMENT 2023 FBCR 11/2/2025 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 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @ REFER TO THE FLORIDA FBCR 2023 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 02/14/2024 WWW.FLORIDABUILDING.ORG CONTROL DATE: 02/14/2024 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a bdes ign grou p.com AA #: 000332b a � � m o F C C C n C r r 9 9 8= 0 8 m 0 3iT73DT:V. 8e I.oT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECTJjI 04181.003-38012 MODEL. 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C ROLANABORA � AR NO 93 , PR02/ 16 / 24 DAINT TE• SCALE: 1/4"=1'-0" sI;EET PREFORMED CONTROL JOINT I ` THICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS T PLA5TER BE WIRED TIED TO LATH B LAYER -2, FORTtFIBER O.G. MAX (VERT.). NOTE, DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN tP STUD EX15TS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH a LEG MAY BE USED TO TEMP. FASTENED 07'(VERT,) O,C. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WLAYER N, FASTENERAX BE SPACED STUCCO WRAP m T' O.C. MAX VERTICALLY I7 WOOD SHEATHING \ AP m)j'N LATH SHALL NOT BE CONTINUOUS .'nH e• e'rM s• THROUGH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE, PER ASTM CI063 PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 6' FROM CONTROL JOINT WHEN NOTE CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS STRUCTURAL STUD STAPLES IN COMPLIANCE W/ A51-M CI063 2. WIRE TIES TO BE (NO. IS) 00415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITIO j \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT O1, FOLD INWARD • PT. A ®FOLD OI. FOLD INWARD . PT. 4 2, CREA.. IT. 3, cSEASE . Pr. C ® OFOLD 6HItXiI.E ROOFING DRIP EDGE: OVER.AP 3'. EXTEND IR' EEL- SIJEATHItXa,t-IECHW ALLY FASTEN 4. OL. MAX. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' m VERTICAL LAPS (ROLL ENDS) e 6- m HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATHING TAPE � XNIN . MXAL LATN X X - METAL LATH / WRB LAYER -1, \ /r� STUCCO WRAP e' MIN PAPER LAP 7-Ly / WRB LAYER "2, FORTIFIBER BUILDING 2 APER LAP SCALE: I V2'.I'-0' ® KICKOUT OI. FOLD INWAFm . IT, A 2. CREASE . F?. B 3. CRE.49E • PT. c FOLD IT C OVER IT. E TILL IT. C TOJOHES EDTron RANGE LI .r �5 e0TTOn FLANGE WATER TIGHT REAL. FOLD, C3 tl4I cur. THICK, 3 COAT CEMENT PLASTER (FRAME) Ia' 2 D—T CEMENT PLA5TER 1-1 WR5 LAYER -2, FORTIFIBER BUILDING PAPER (FRAhE ONLY) NLRB LAYER 1, STUCCO WRAP rFRA^IE G1Lr) LAP LAYERS Lc EUILDl- WeAP OVER NAILING FLANGE, STOP — ADZ. I X' AEOVE SHINGLES (FRAfIE ­1 ,FAME OR Cl'Al 6 (YH EMERIOR \ RGCFnuALL Sc REED ~' SxS WALL FLASHIN.x �aao ;�� KICK -OUT FLASHING (SEE 9 t^a DETAIL) a Tp¢L 1151-L 11—T LA 1H AT EDTT CF ROOF r WALL INTE—ECTIQIB WATER TIGHT SEAL (BEND OI¢ 80LDER, DO NOi Clli) ,. „nw LATH LAP, 4• ovER ALL LAP VERTICAL LATH & PAPER DETAIL WOOD NOTE SHEATI 51DE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILD( FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1,21-MM) STUCO WIRE AT INTERVALS NOT MORE THAN 3, (225-MM), AS PER A5TM GI063. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ROOF J' THICK, 3 COAT CEMENT PLASTER METAL LATH WIRE, LAYER -2, FORTIF15ER BUILDING PAPER WRB LAYER 'I, STUCCO WRAP 'WOOD SHEATHING HORIZONTAL LATH & PAPER DETAIL WOOD 5HEATHINCx OR CI'1U -WRB LAYER "I, STUCCO WRAP (FRAME ONLY) g" THICK, 3 COAT CEMENT PL45TER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CYIU) METAL LATH (FRAME ONLY) LAP WRB 8 TAPE OVER ROOF/WALL SCREED _5"X5" 'IL' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL 51-4EATF-ZING) - GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS r� "L" FLASHING N.T.S, 4'x4' SELF-ADHERNG MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4` APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE PLASHING�'p ) STEP 0 INSTALL FASTENERS (CLIPS, STRAPSED , STAPLES) AS REQUIRTO SECURE PIPE/ WIRE TO FRAMING 6• 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE ILRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP "2 FLASHING HERING MEMBRANE WRB LAYER -1, STUCCO WRAP �UNRB LAYER R, FOR [FIBER BUILDING PAPER METAL LATH 6'x6'6ELF-ADHERING MEMBRANE FLASHING OVER SELF-ADHEVER MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EMEND ONTO PIPE �4'x4'5ELF-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING t0 EXTEND ONTO PIPE I _1 %' CONT. BEAD OF SEALANT INSTALL APPROVED HOJSEWRAP AIR INFILTRATION BARRIER OVER -�1 SHEATHING ELA5TOMERIG COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION P I FE PENETFAT I ON PER SECTION R703.1 Ez dw Iathinp and plaatadMi Erterior use of Portland cement plaster shall comply with the application requirements 0 ASTM C 92618b. Installation of extedor lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. DETAIL CF'1E LEGl`�jND DRAINAGE fi=)L)4NE (Wf;RS LAYER #I/ STUCCO WRAF) UJRE3 LAYER *2 (FORTIFISER — — — SJUILDINC-z PAPER) 1" IETAL LATN x—x x x 57UCCO UJOOD OR ­I/1G II ZIP UJALL 5I-4EA7HING; SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATN: LATH TO SE PER SECTION RIO3.7,1 / ASTM CIO�e?3-20185, MIN, 2.F:, LESS, PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT 1IEET Sfi ECIFIC)4TIONS) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a bd esigngrou p,com AA #: 0003325 F W a O z v _ O � J � W W O C+ iY w 0 0 W U e - � O e Q Q a Q. W C C 0 O 9UBDIV. & L.OT- ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROTECT# 04181.003-38012 MODEL- 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: UL/16/24 SCALE: 1/4"=1'-0" SHE�E/In1\,Tn//T /�/�\\\\ ��� Y V 1 Wl I -- INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM 2. SIDES 3 TOP . _ X VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND 1 SIDES ONLY. SEALANT 15 TO BE TOOLED 50 AS TO DEFLECT - WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD ILI. NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, V CAULKING a JOINT ALL AROUND '.. PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster BACKER ROD shall comply with the application 77 requirements of ASTM C 926-18b. � X..1 Installation of exterior lathing and framing shall comply with ASTM C 1063-1 ga, r� X or ASTM 1787. WRB LAYER •I, _ X STUCCO WRAP ' HOODED VENT X THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER '2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6� DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x x x STUCCO I WOOD OR 7/16" ZIP WALL SHEATHING SELF—ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM CIO&3-2018B, MIN, 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH _ 6" SELF ADHESIVE OVER TOP b 51DE5 PREMANUF VENT GAP _ I CONT. SEA SEALANT ID TOP e SIDE SELF FLASHING UNIT DRYER SET IN L ANT ) S 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' THROUGH FIFE THROUGH WALL ! _ xx i� 6' SELF ADHESIVE FLASHING NNSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 8 1 GOAT OF PAINT W/BACK- ROLL PRIOR TO ELEC METER INSTALLATION ELEC. METER FIELD - VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING: ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC SOCYANOTE-POLYBLEND FOAM a= ^ , c' 1 �R SIMILAR) APPLY A 51LICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES `—PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING - WRB LAYER -1, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION�FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER o T' O.C, MAX TO Jf' MID -WALL WEEP SCREED LJ �6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN _ MASONRY BEFORE APPLYING TEXTURED FINISH e MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER "I, CUT OPENING IN STUCCO WRAP APPROVED HOU5EWRAP FOR BOX INSTALLATION CUT 'X" INTO X' WRB LAYER I, SELF -ADHERING ' X STUCCO WRAP MEMBRANE FLASHING APPLY 5ELF-ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 &TES *'l 5TEF #2 APPROVED HOUSEWRAP BELOW WRB LAYER •I, STUCCO WRAP CUT SUCH THAT @ APPLY 60 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED .. HOU5EWRAP �. - APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINT5 AND INTERSECTIONS STEF *13 WRB LAYER -2, FORTIF15ER BUILDING PAPER &TES #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEM 5 5TEf= /ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdes ig n grou p.com AA #: 0003325 J W h o adz a a U 0 0� fl Q 0 O 9UBDIV. & LOT: ABBOTT PARK LOT #38 BLK I PHASE: 3 PROJECT* 04181.003-38012 MODEL 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C T ROtAND A ABACRA AR NO 93723 , Dp E: 02/16/24 SCALE: 1 /4"=1' - 0" SHE�E��T� VV A2 01 LEGEND DRAINAC-zE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDINCx PAPER) METAL LATH x—x—x—x STUcco -� WOOD OR T/Iro" ZIP WALL p� , SHEATHINCz SELF-ADHESIVE FLASI-IINCzz - NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / 45T1l C10ro3-2018B, MIN, 23 LBS, PER SQ, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) L 2 1/2" k CORNER BEAD (FASTENER 6 SPACING e 7" O.C.) GMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14H CORNER READ C RLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774- 078 WWW. bdesigngroupxom AA #: 0003325 w � m 0 0 � w j a a 0 w o 0 w s o y o 0 0 0 9 9 0 0 0 0 3 4 9UBDM & MT. ABBOTT PARK LOT #38 BLK I PHASE: 3 PROJECT# 04181.003-38012 MODEL• 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C R ND A ABOACRA AR NO 93723 PRINT 2462 01 DATE: / / SCALE: 1 /4"=1' - 0" SHE �E �T r V V A3 LEGEND DRAINAGE PLANE (WRB LAYER #l, STUCCO WRAP) WRB L4 T ER #2 (FORTIFIBEiR— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/1&ll ZIP WALL SHEATHING JL SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R703.11 / ASTM C10(o3-20105, MIN. 2.5 LBS, PER 50, YARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CON5TRJCTION V— BETOND WDOD SHEATHING WEATHER RESISTIVE BARRIER fl (LEATHER RE515TIVE I BARRIER 2 W/6XIY�' _.APSIDING / 6' SELF -ADHERING - / I FLASHING 6' SELFADHERING/ a- FLASHING L \ I 0 AATTHEERR RESISTIVE STARTER STRIP / \ WEATHER RESISTIVE BARRIER 2 DO NOT CAULK OR I \ \ 6' SELF -ADHERING SEAL OPENING _ - / FLASHING GALV'D METAL GALV'D METAL 'Z' FLASHING 'Z' FLASHING DO NOT CAULK OR SIMULATED - _ - SEAL OPENING W�OD TRIM MEMBER - 5TUCCO CASING �. \ BEAD � 110 D X 6' SIMULATED WO OTRIM MEMBER \ SEAL GAP W/CAULKING OR APPROVED SEALANT - I s'- STUCCO CASING BEAD SIDING TO STUCCO @ BLOCK TO FRAME �� TRANSITION 1\ eJ tip WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER 2 s4' X -I Y, LAP SIDING / / / \ 6' SELF -ADHERING REVEAL OR / FLASHING BOARD 4 BATTEN 4 6' SELF•AD7ERMG WEATHER RESISTIVE FLASHING G 0 BARRIER "1 / \ t STARTER STRIP WEATHER RESISTIVE \ \ _ / BARRIER 2 SDO NOT EALFLASHING OR DHERING OPEN \ _ — GALV'D METAL GALV'D METAL 'Z' FLASHING IN Z' FLASHG--- _ ` DO NOT CAULK OR HARDIE TRIM PER T SEAL OPENING ELEVATICN STUCCO CASING / \ BEAD t HARDIE TRIM PER ELEVATION - \ SEAL GAP WlCAULKING / OR APPROVED SEALANT STUCCO CASING BEAD SIDING TO STUCCO BLOCK TO FRAME �� TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F o � m a o o � a Q PL q 0 R e o c, 0 o O B 2 Q Q Q 0 C Q C c S c 2 � 4 suBmv. & LOT' ABBOTT PARK LOT #38 BLK I PHASE: 3 PROJECT# 04181.003-38012 MODEL' 4EAB "1672—ARIA" GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C R01 AND A ABOUCHACRA AR NO 93723 PRINT 02 16 24 DATE: / / SCALE: 1/4"=l'-0" SHEET WA4 AVAILABLE SIZES Nm—ko CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY A- AN'I B" SHONM IN 4' GALVANIZED AL ONES, VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE USING 1-I14" NAILS AT EACH CORNER, ROOFING CEMENT PREPARATION SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE CHART SHONM, IN THE EVENT A MECHANICAL VENT FAN G CONSTRUCTON ZONES. USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. FITTRIG REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING $O THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING, SLIDE TRE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER GL . ALLOW TH M VENT FLANGES TO IAV ON THE SHINGLES, THE TOP OF THE SHINGLES. TOP E IY- -11— o� ROOF HOOD VENT DETAIL SCALE: NITS TEMPORARILY FOLD - UP 4 SEC NOU5EWRAP (O CUT HOJSEWRAFF AT 4S- ANGLE TUCK FLAP UNC at HEAD MODIFIED -H CUT IN HOUSEWRAFF �1 �1 LINE OF WINDOW II OPENING FOLD HOUSEW 1 IN AT JAMBS 1 1� 1 APPROVED HOUSE. RAP 1 OVER SHEATHING OVER WD STUD WALL SLOPE SILL R `I\J STEP 1 INSTALL 6' SELF-ADHE FLASHING < NAILING FL JAMBS EX END FL. V BELOW SI FLEXIBLE F DO NOT BE FIN NSTALL 6' SELF -ADHERING -LASHING OVER VINYL HEAD FLA6HNG (WITH END DAMS) NAILING 'LANCE EXTEND SELF -ADHERING 'LASHING I- MIN SEYCND JAMB FLASHING NSTALL VINYL DRIP DAP STEP 7 ASPHALT SATURATED FELT NEOPRENE BOOT ASPHALT PLASTIC CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALIGN PL46P NG W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGEa.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS Ti- FLASHING AT THE FOLD DOWN DIAGC AORO: WINDO PLUMBING VENT DETAILS SCALE: NT5 LPPLY V .ONTIN000: )F 6EALAN AMES ANE 1PPLY TO 9NDOW NA LANGE IN 4ZE-PJNCI IDLES OR TIDE ADHESIVE - EXIBLE FLASHING VER DRIP CAP ECTO-WRAP EOUIV) WINDOW FLASHING INSTALLATION DETAILS 1� (FULL WRAP) SCALE: NT5 STEP 9 FLASHING OVER JOINT 36- WOE VALLEYfLASHING NO FASTNERS VJTHIN EM OR HEAVIER FELT 6"OF CENTERLINE EXTRA FgSTNERS IN UNDERLAYMENT -� END OF SHINGLE EXTENDENDSHI NGLE ASPHALT I ATLEAST I2"BEYOND VALLEYCENTERLINE ROOFING EVENT 1"CLIPPED OFF i T _ CORNER AT 45 DEGREES FROM VALLEY CENTERLINE NOTE; I. IT 15 THE CONTACTOR5 RESPONSIBILTY TO VERIFY ROOF VALLEY DETAIL THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HGIJSHING, BE 4 5ELF-ADHERING SCALE: NT5 FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTIIRER5 WRITTEN SPECIFICATIONS APPLY 061 1-42U (O EQUAL) SEALANT + WINDOW/CMU JOINT FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -SE OR EQUAL). SLOPE SILL TO EX WAWWNG: SEALANTS MAY REACT ADVERSELY IF NOT GCR'IPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IISS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE; REPAIR SCHEME SHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT NOTE: 1. IT IS THE CONTACTORS ALL PRODUCT TO VERIFY THE COMPATIBILITY H ALL PRODUCTS INCLUDING SEALANTS < 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 R103.4 1.1 IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS. WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NITS 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774407www.abdesigngroup. AA #: 0003325 F w � Q' OI a o� FLY U O U O 0 po p0 p0 p� 0 [w•. _ C� C C M r y C 0 O 9t7HDIV. & LOT ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE 02/16/24 SCALE: 1/4"=1'-0" SHEET WAS \ l/a' TEXTURED A FIN16H m WOOD, _ / 1/'2' TEXTURED r FIwsH ®cMu i W/&x4UBNOTCH� METAL LATH / END, WRAPPED IN METAL FASCIA WRAF WOOD SHEATHING - x x PEEL 4 STICK � ,� OR cMu WRB LAYER 01, DRIP EDCzE I� STUCCO WRAF(FRAME ONLY) x _ a x n ,. x I� I -A -WRB LAYER 02, FORTIFIBER a .. x x 1 ---------_..----- - ---- l/a" TEXTURED ... .. .; BUILDING PAPER (FRAME ONLY) x x x x x ,: x x FRAME OR CMU �� _ FINISH 'd WOOD 2X6 SUB BAND ROOFING CEMENT x x x ,. FELT PAPER 1 1/a 1/2" TEXTURED �- x x v x x x FINISH a GMU DRIP EDGE x DRIP EDGE \ r METAL FASCIA WRAP Ya" FROM ®FLAN METAL KICK OUT h x % �. (REFERENCE POINT ONLY FOR WALL OFF STUCCO, I" FROM � � � ' SET OF COMPONENTS) v --- WOOD WALL \\ METAL FLASHINCz, WRAPPED EXTERIOR WALL (FRAME OR CMU) �� MIN. 4" ABOVE BOTTOM OF DRIP EDCsE \ NOTE: NOTCH FOR 2Xo ` SUB BAND ONLY ROOF KICK OUT REMOVED SUB BAND ' FOR CLARITY WI NOTCH END, L END, WRAPPED IN ROOF DECK (BEYOND) �-� PEEL 4 STICK \ — ROOF CEMENT \ ` DRIP EDCsE, 1" OFF WALL ROOF EDGE =L% /'q "'' KNOT INTO STUCCO) OMITTED FOR 1 i, 11/0" TEXTURED FINISH e CLARITY ` WOOD, vz' TEXTURED SUB BAND DETAIL C WALL FINISH a CMU 2xio SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK (Z)ELEVATION METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL \\ PRE-ENCs'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4'-O" SCABBED TO TRUSS W/12d NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/1)/2°x4" NOTCH a END METAL FASCIA WRAP DRIP EDCsE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL W/KICK— OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHINCz, WRAPPED MIN_ Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK "ROOF CEMENT ROOF EDCsE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W .abdesigngmupxom AA #: 0003325 F w y C � cam, ohm � rc g z4 svBDIV. & LOT: ABBOTT PARK LOT #38 BLK I PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHrrECT.* 518MOF FLQRIDQ, PRINT 02 16 24 DATE: SCALE: 1/4"=1'-0" SHE �E ��T T V C� A 6 kl-W.W GONG. AB 'v l :•.. q L•J' �; C• ';- ' • . — FM-12X20 — — — — — — 3 FM-12X76 — �- 4" GONG. SLAB w " Eo a� I� 31/2" Oaw io ILL 3'.2" 6 4" 2'-l' = 10 I — ,.1 FM-12X20 --- 1 F-24X24 1.1 4" PVC CHASE/i CL I TOP OF o C0 SLAB - �M 1" PVC CHASE i FOR ELEC. @ " ISLAND II � jl LL I 1 III L I l I � I ICI I I" ILL _I II !I I I �I I II II. I I Ili I Tbo _ a bo gz I I = a a EXTEND TE1_-----J ----- — *-51/2" iV ,., 2,-4io M Lu F- a EXTEND O FM-12X20 SLAB 1 1/2" rJi1 2 1.1 I m x 4' CONC. LL, " o SLAB awl Q) 5 1/2 -31/2"LLI r FMC-1 71/2" 2X20 i 61.1 FMC- 4 4 FM-12X20 ,.,_ �— ,2X2G 6,.1 ,., FM-12X20 --------- — — — — —.FM-12X16 J .1. i I L FOUNDATION PLAN SCALE: 1/4"= V-0" 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. 11 EINDICATES #5 BAR, EIINDICATES #6 BAR, ONDICATES #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 5 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 81h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 616 W1.-1.1 OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x20 12" CONTINUOUS 21" - (2)#5's FMC42x20 12" CONTINUOUS 29' - (2)#5's VARIES F-24X24 24" 24" 12, (2) #5's (2) #Ss _ (-)0"4" FM-12x16 12" CONTINUOUS 16" - (2)#5's - (-)Y-4" TE-1 8" SEE PLAN 8" - (1)#5's SEE DETAIL 11 ON SHEET S1.1A FOR EXTENDED FOOTER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003326 J F W m w W w F n U-11 -97 A 3U13DIV. & LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181,003-38012 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C 3a MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _� - - STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND - CELL SEE PLAN FOR SIZE AND } • _ " - `� a I_ 1 SPACING REQUIREMENTS - - SPACING REQUIREMENTS I >r ° a k jI�� —. FM a m o �, CORNER BARS SAME SIZE AS LARGER BAR D - { �, > 8"CMU WALL - IN FOUNDATION WITH 30" LEG EACH I 8" CMU WALL m z 9 WAY AT ALL CHANGES IN DIRECTIONS vl s + o -o 50 THAT THE STEEL REINF. IS CONTINUOUS o'_o• TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS v _ TOP OF SLAB y F ` r ILL ' VARIES CONTINUOUS STEEL MONOLITHIC SEE SLAB SCHEDULE — _ " SEE SLAB SCHEDULE TOP OF GARAGE ° FOOTING REINFORCEMENT SEE SCHEDULE BAR SIZE 48 BAR EXT. PORCH SLAB T -4° CHAMFER (t-STORY) - W/ 1/2" ISOLATION 6" CHAMFER (2-STORYj #3 t8" EXT. PORCH SLAB W/ t/2" ISOL > 4" CHAMFER (I -STORY) WHEN TRANSITIONS ARE FROM FOUNDATIONS HAVING JOINT (WHERE • #4 24" APPLICABLE) SEE SCHEDULE #5 30" 'TION JOINT (WHERE 6"CHAMFER (2-STORY) - • ` • SEE SCHEDULE MADE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST FOR BAR SITE APPLICABLE ) i FOR Wx D, BAR SIZE NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS END ) AND BAR QUANTITY #6 36" BAR / _ E AND BAR QUANTITY #' 42 MONOLITHIC FOUNDATION EXTERsOR3M ONO -FOOTING EXTERIOR MONO -FOOTING CORNER BARS DETAIL , @ GARAGE sCALE3/4"=r-o" o l sGALE:3/4„=1'_0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP w NEW REINF. BAR j No 2 STUDS SEE PLANS FOR n SECURED W/2-PART SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 2' CAPPED n S EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP 1!2"x9" WEDGE ANCHOR W/ 2" GARAGE DOOR GALVANIZED PIPE Iz—W/FLANGE @ BASE 8", UNO i FOLLOW ALL MANF. PLATE WASHER SET IN HIGH STRENGTH SIM SONAND SPH4 SPH6 MAX, 5-1/2" EMBED. MIN. @ 16" OC RECESS 4 i m SPECIFICATIONS FOR USE AND s' PREPARATION OF LA BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2' a m ' 0 4„ °•• HOLE. COMMON NAILS FILL ALL wi HOLES, DO NOT USE 10d w y q, SECURE FLANGE TO SLAB W/(4) 1/4"X21/4" }' x 3" SLAB SCHEDULE TAPCONS moo' QO `P [SEE - TOP OF SLAB - MASONRY UNITS SET 4" CHAMFER (1-STORY) ,. —\ .- AT ELEV. - 6" CHAMFER (2-STORY) 0 -0" EQ. EQ. SEE SCHEDULE FOR MID BAR SIZE RECESS AROUND GARAGE ADDING BAR TO AND BAR QUANTITY �� DOOR OPENING SCALE 3/4"=T-0' %�� BOLLARD `� SCALE: 374"=1'-0' ��� MONOLITHIC FOUNDATION O SCALE. 3/4"=1'-0" INTERIOR CURB FOUNDATION WOOD WALL 1 , / SCALE. 3/4'=V-0" (W/ UPLIFT) - (1)#5 REBAR VERTICALLY W/CONC. - - POURED CELL 8"CMU LAP TOP PLATE A MIN. OF 48" J #4 REBAR @24" O.C. @ CENTER OF AND NAIL W/ 16tl COMMON # - SLAB NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MINOF 48" . w LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 15d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT _.. CELL SEE PLAN FOR SIZE AND - PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS > - 5 < p �,Q 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 41 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING _ r BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE ` PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO _ -IF NAIL 12" O/C STAGGERED. PROVIDE DEL. TOP PLATE SLAB W/10d MASONRY NAIL u 4" GONG, REINF. W/ ADDITIONAL METAL 12" O/C STAGGERED. III `4 6"x6" #tO WWM ON CONNECTORS NOT ADDITIONAL METAL 0 _ F S-MIL POLY ETHYLENE REQUIRED WHEN NO CONNECTORS NOT R - 8" CMU WALL VA w w VAPOR BARRIER ON ¢ UPLIFT IS PRESENT. REQUIRED WHEN NO 1,-0„ = _ WELL -COMPACTED UPLIFT IS PRESENT. CLEAN FILL TERMITE -SEE SLAB SCHEDULE TREATMENT SHALL BE TOP OF SLAB +- 0'-0" SEE SLAB SCHEDULE �\ - v - u BORA-CARE I O TOP OF SLAB - SEE SLAB SCHEDULE (2) CONT. #4 REBAR —\ o'-0. h TOP OF SLAB "ISOLATED COLUMN PAD CENTERED UNDER WALL AND (2) #5 REBAR ON CHAIRS - POURED MONOLITHICALLY WITH ^ • • • •-, ------ FOUNDATION AND SLAB • • SEE SCHEDULE 2,000 PSF VIRGIN SOIL OR 95% z 12" MIN. DEPTH INTO COMPACTED SOIL sEESCHEDULE FOR wxD, BAR SIZE VIRGIN OR ENGINEERED SOILFOR m� EQ. EQ. SEE SCHEDULE W.D, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'-6" PER PLAN FOR wxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- EXTERIOR MONO DEEP �)INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL %�� - ) scALe3/4 r-a' (NO UPLIFT ��� _"� I� FOOTING AND COL. PADE 3,4-,-0 I I FOOTING W/ BGALE:34=,BLOCK WALL scALe3/4=ro NO UPLIFT ( ) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h �ZZ > O _ m � J o � w n UU � X o 8 O m C � ) a 0 2 m O SUHDIV. & LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C T 7 RObM A. ABOUIACRA AR NO 0723 go DAFT 02/16/24 SCALE: 1/4"=1'-0" SHEET St. IA 23'- 10" 10'-6" 91-101, bo o c? F_ c? m 7. 77 ------ 7IT-1 El 17'-0" DOWEL PLAN, SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www abdesigngroup.com A #. 0003325 p ---'4 P-SUBDIV. & LOT- ABBOTT PARK LOT#38 BLKI PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C -H: -I ST TE F FV.OIRI P X17) ROLAND A. ABOUC CRA 7 AR No W9300 ARIN'T 02/16 24 TE: CALF: 1/4"=1'-0" BEET S1.2 1 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELEV. " IQ CLEAN OUT REQUIRED A FOR INSPECTION O 0'-0" FIN. FLR. E TIE ERTI CAL REBAR TO HORIZONTAL - REBAR W/10"HOOK BAR SIZE 148 BAR DIA. z ffi #3 18" > #4 24" NQ #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING � SCALE: 3/4"=1'-0" - STEEL REINFORCING IN GROUTED - CELL SEE PLAN FOR SIZE AND - SPACING REQUIREMENTS rc� �.y 8" CM U WALL TOP OF SLAB EXL PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) z BAR SIZE 48 BAR DIA. 18" �+ W/ 1/2" ISOLATION 6" CHAMFER (2-STORYJ #3 JOINT (WHERE #4 24" APPLICABLE) / i > MATCH STEEL #5 30" a 6"PVC CHASE—� REINFORCEMENT ? PER SCHEDULE #6 36" THRU FOOTING #7 42" SEE SCHEDULE FOR Wx D, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE 3/4"=1'-0' REINFORCEMENT PER SCHEDULE NG #5 BARS ail 9 • CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 w ww.abde igngroup.com AA #: 0003325, W y m QQQ o E, w (� w M U q Q � C 0 0 0= 8 0 A SVHDIV. & LOT ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C Nk RMARD A ABOUCHACRA 11 AR NO 93723 , PRINT 02 16 24 DATE: SCALE: 1/4"=1'-0" SKEET S1. 2 A FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" 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. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'7. 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 P8836, 177" ° x 2 718" 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. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION (2) 2X8 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 (P51) F. IZH' ZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE I SPACING BB1 MASONRY 3000 8x8 — (1)#5 — N/A — GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES I 1 ----„ ---------- - - - --. - - - - - - ----,.,".mom ..a=a _-.__�__2.1 f 8F16-1T/OM/0B 8F16-1T/OM/OB 8F16-iT/OM/OB - - €o `? of 40$ $� � 4 o I 8$ LL GT 81`16-1T/OM/06, % m $ e�vo� @ 5 5 3 f f a f $ 0 $H $ f zol f f UNO, PROVIDE BB1 WHERE a 4 ROOF TRUSSES BEAR, TOP E OF WALL EL. 8'-0", UNO. f f i 41 f f � SRF14- $ iT/OM/OBI '. GT c� f f § f f f 8F16-iT/OM/OB $ 8F8- ;a I°*. 8F20-iT/OM/18 � f _- 1TIOM/OB t tl LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www. a bd es i g n g io u p. co m AA #: 0003325 y a � m m ��000�s � a N � w o tt u Q O F C c A SUBDIV. & LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C Rgm6W A ABOUCHACRA III. AR NO 93723 No DAB 02/16/24 SC ALE: 1 /4"=1'— O" SHEET S 2 - #5 CORNER BAR W/ 30" LAP FOR EACH = COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK j J L _J TY 9O" PICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"xB' m 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �t#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING NAE PLACE STEEL HEIGHT. - Of 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 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"xl6' OJE 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / / REINFORCING BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OFTHE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / / p05�Ef`�0 ex16 DBL. BOND TOP OF / 2 lf BEAM 50AR - BOND BEAM COURSE EACH COURSE _ 8x8 BOND BEAM TOP OF • OpEcaa�O W/(1)#5 BAR ,"_�_ BOND BEAM �pf F = FILLED W/ GROUT U =UNFILLED GROUT SOLID FROM � OF OPENING NOMINAL LINTEL TO TOP OF BOND WIDTH /�# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. / BEAM COURSE SEE NOTE 5 a �EpEO 16-1 T/1 M/OB LINTEL W/ BAR LOCATE PER r�gf Qp. NOMINAL BEAM SCHEDULE -'- MASONRY e HEIGHT # OF #5'S, TOP IT 13 THIS ENGINEER'S INTENT BOND BEAM COURSE BEAM DESIGNATION THAT XFXX- ,TA M/OB INDICATES A DOUBLE BOND BEAM /#.I#5'S, BOTTOM AND XFXX-1T/OMlOB 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 AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM 214 (MIN 2 X 3) AT HIGHER ELEVATION iAPCON OR DRIVE PIN (MIN (MIN SHANK SIZE. 145 MIN HEAD DBL. BOND BEAM SIZE 300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW II'I 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" #5 BAR BENT �AS SHOWN I,I - EMBEDMENT ON OR DRIVE PIN (MIN SHANK 2SI (MIN 2 X 3) PRE CAST 3 1/4" SIZE145 MIN HEAD SIZE 300 HEAD SIZE 300 WINDOW MIN EMBEDMENT 1 114")8" p, 26 SILL FROM EACH END AND 18" = SLOPE O.C. MAX. MIN1-1/4" c?EMBEDMENT IT 2x8 (MIN 2 X 3) 2J/i6 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SOLID NG UPPERAND LOWER µS MIN. REQUIRED IN 14 FROM EACH AND SECURE TO SHEA2XI 1/4" 8" FROM EACH END AND THING W/ BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER ELK. EA. END VCMU TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7l16' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS SCALE: 3/4" = 1'-0" i PROVIDE 3" DIA. HOLE IN i LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. SINGLE #5 CORNER p BAR, 30x30TURNED UP I I OR TURNED DOWN INTO STEEL REINF. OF pP-Ef I I / FILLED CELL BOND. BEAM II I II / Bxe CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE / LINTEL. CHANGE IN /�iLJ11/ ELEVATION OF BOND BEAM 7 SCALE 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Z a � 8 cy z w Q N Q V U � pp pp pp O 2 0 sUBDIV. at LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C u ROLAM A ABOUC14ACRA hk AR NO 93723 so PRINT DATE 02 16 24 SCALE: 1/4"= l'-O" SHEET S2. 1 A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/8-OB /16-1T/08 /20.1T/OB 24-1T/OB /28-1T/OB 32.1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 8/16-1T B/20-1T 8241T 8128-1T 8/32-1T 818-16 8/18-1T/16 l20.1T/16 /24-1T116 /28-1T71B /32-1T/iB 818-2T 8116-2T 8120-2T a1244T 8/28-2T 8132-2T 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 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'4" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4670 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 396 591 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 1999 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 283E 3399 3961 4094 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 654E 5776 929 2080 2593 3107 3620 4133 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6" PRECAST 410 721 6'-6" PRECAST 835 1201 1578 1955 2332 2709 3227 4698 7054 10000 8825 835 1868 2329 2790 3251 3712 7'-6" PRECAST 570 2498 2205 2698 3191 3685 7'-6" PRECAST 303 534 7'$" PRECAST 716 900 1181 1462 1743 2025 2498 340E 4864 7067 6472 727 1624 2025 2426 2827 3228 9.41, PRECAST 428 E487 1593 2204 2481 2818 2621 9' 4" PRECAST 192 384 9' 4" PRECAST 454 586 767 948 1129 1310 1674 2298 3081 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388550 1247 1767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11'-4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 y� 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 mG 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1560 1314 1476 13' 4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 296 13' 4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1067 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. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14'4' PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 164' PRESTRESSED N.R. NR NR NR NR NR NR 164" 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. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 680 300 856 1121 1413 1739 2047 192 506 720 1 501 1 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 598 833 1038 116E 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 654 824 1014 1147 124 319 455 581 1 687 793 -M!- VMLV CO IMRCIY MO IfIG LGOOCR rRVIVI JMI-CLVMUIMDLCO DT VVMLIIT LUIOCUI I IVIV, LV I I JIVIM I ZVI OCUI I IVIY - rRGVMO I rRVUVVIJ DI V I fICRJ IV IVICC I VRCAVCCU VMLVCJ JI M ICU MDVVC 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. LONGW000, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esigngrou pxom AA #: 0003325 s � z w w � o w S � g a � Qa Qa a a o a a= a e F 3 Tr � 0 sUBDIV. & LOT: ABBOTT PARK LOT #38 BLK I PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672-ARIA" GA RAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C vcr t A. AB C CRA L AR NO 93 PRINT 02 16 24 DATE: / / SCALE: 1/4"=V-0" 31-MET S2, 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON ! 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER ,� NAILS & SECURE TO BM. W/ SIMPSON LTA2 OR HETA-16 SCHEDULE- y✓� �j U USED TO BRACE TOP OF WALL. 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. CJ1 n 11 EJ7 n—� ��- II - CJ1 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS II` ARE TO BE GALVANIZED. = III I0 _ 5DJ3 II II III II II II 11 11 it II 0 I CJ3. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, i tl o CONNECTERS ARE TO BE GALVANIZED. II 1C i,, II IIATTACH 4'-0"ILONG 2xIISCAB TO II II II 6. LINTELS AND MASONRV BEAMS WERE DESIGNED BASED ON CAST-CRETE CJ5 TRUSS W/ 10d NAILS @ 6" O.C. _ — _' CJ5 1A =-- u u 53.1 u n n n n II CONCRETE LINTELS. (4"FROM EA. END) 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 53.1 A9G 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 6 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND = _ _ _ �3-1= _ \ I/= APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES _ _ _ _ zj�= A5'�OSECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER,ZF 72 P8S36, .177"°x2 7/8" LONG, WITH WASHER @ 16" O.C.11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END = _ _ � _ _ _ _ � _ - _�_ _ _ _ _ � _ _ 4UNLESS OTHERWISE SHOWN DIFFERENT. 'Sm12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON A3 O RATIONAL ANALYSIS. I I13, ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS Z NOTED OTHERWISE._____�__= A2 =1 O 14, ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. P FABRE. ICATED ROOF U TR(t�24"O.C. MAX._ TRUSS MANUFACTURER / ENGINEER NOTES: a 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE O 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. AIA 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO--�_—�- 4 AVTRUSS CONNECTIONS. ------ -- --_ MAINTAIN D PLACING A TRUSSFROM THE CENTER O TO A STEEL COLUMN. - � — MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. — - - --- __ -- � O co — 22"x54„ATTIC ,-�--I u- N ACCESS A4 O 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO —i ADJACENT TRUSSES W/ (2) 16d _ - A6 COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 OR HETA-16 31 r USED TO BRACE TOP OF WALL. 3_1 A7I 4 1A � A8G 3.1 ATTACH 4'-0" LONG 2x SCAB TO 1A a TRUSS W/ 10d NAILS @ 6" O.C. it = - CJ5 S3.1 4" FROM EA. END II II II ) �� �� (� It a II It It _ CJ3 0 I EJ7 I II li CJt LI - 1A .__ 3.1 ---n - - -- - - - -- - - - - - ..- C1GE 5, Ill U U U ✓� 8 7 0 S3.1B 3.1 � FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.a bdesigngroupxom AA #: 0003325 W C � o 4 a U g q Q O Sgxj � o � R ¢} O U w � C C SUHDIV. & LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672-ARIA" GiARAGE SWING: RIGHT PAGE: FRAMING PLAN %160 MPH EXP. C Iry �t-O .ROLAPDCH & AR NO 93723 DAATTE: 02/16/24 SCALE: 1/4"=V-0" SHEET S 3 ENGINEERED WOOD TRUSSESSS''— PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW SHEATHING A APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH — (AND 9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFAMALL/FLOOR (1) SIMPSON HETA16 1100 UPLIFT SIMPSON 8�2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", HTSM20 W/10 tOtl TO H SHEATHING 16d x 1 NAILS TRUSS 10d x 1 �R NAILS TO 6•', 8" x MAY ADDED TRUSS AND x 2 1/4" FASTENER SCHEDULE" D8L STRAP, i EACH SIDE, VERTICAL DB , SIDE, GI GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" NAILS, O H RS TITEN 2 ANCHORS TO APPLICATION OR WRAPS OVER MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO (16) 10d x 3 q' NAILS TO GIRDER AND NOTE: APT SYP ill 2" x 4", 6", 8" x T-0' MAY BE ADDED CONJUNCTION WITH ':"' ACCOMMODATE GIRDER ri 1900 UPLIFT (2) {7) 1/4" x 2-1/4" TITEN SCREWS TO CMU. W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. ONSIMPSON INSTALLED PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS O/C TO FACILITATE ONE CONNECTOR ' OPPOSITE FACES OF WITH (12) 16d x 3 z•' NAILS TO GIRDER. ADDITIONAL PLY MAX. TO - BLOCK WALL W110 1W TO ACCOMMODATE TRUSS __ A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. WITH (4) �" x 5" TITEN HD TO CMU AND (12) BIDS CONT POURED LINTEL tx2, 2x WOOD FASCIA - : - J" x 2 }'TO GIRDER SEE ARCHITECTURAL - -_ - —'-- B-H) SIMPSON FGTR GIRDER TIEDOWN WITH _ 2x SECURED W/ (3) 16d ENGINEERED WOOD (2)' x 5"TITEN HD TO CMU AND (18) SDS a' x ' GALV. COMMON NAILS. TRUSSES @ 24•• O/C, ix2, 2x WOOD FASCIA 3" TO GIRDER 1x25ECUMO W/ Od SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS ---- FOR REVIEW NAILS AND APPROVAL 2x SECURED W/ (3) 16d (2)" x 5"TITEN HD TO CMU AND (18) BIDS y" x 3" 12" O/C GALV. COMMON NAILS. tx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12•• O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L'. 1430 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) C ALLOWABLE UPLIFT =8885 LBS (2 PLY MIN.) 2" COVER & Z APART REPAIR OF MULTIPLE TYPICAL TRUSS/ is i"u iv SCALE TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c SCALE 3/4'=1'-0' 3 SCALE GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA � TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) ` 4'-0" O.C. (AT SHEATHING U-0" TO 30'-0" (1) "X•• BRACE SEAMS) 30•-1•' TO 60'-0 (3) ••X•• BRACE /—SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER TO BILK W/ 1/2" DIA. n7nx /witx4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' OR ll. Mar ryJ/2X4) FROM CENTER TO END WASHER SET IN HIGH 2. WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32" CC 1x4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/12d's 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX q Ev MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ REQUIRED (2) 10tl's @ EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. 1x4 BTM. CHORD BRACING 6-0'• O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION. IF 10'-0" O/C MAXSECURED W/(2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING �� BLOCK WALL W/ GABLE END SCALE: 3/4"=i•_0'. l V J SCALE: 3/4"=1•-6• �_PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTHI/4'D HOLE EDGE>5/6 USED SO LONG AS THEY CONFORM TO THE r- HOLE DIAMETER 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>5B" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL STUD ALTERNATE MATERIALS STUD NOTCHING AND BORING LIMITS 8 SCALE 1112 SCALE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH; 407-774-6078 FAX: 407-774-4078 W W W.a bdesigngroupxom AA #: 0003325 E: W o � � w � w o B Sww�s 14 C C C C C ti m O sUHDIV. & LOT: ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS L160 MPH EXP. C scALE: 1/4"=l'- O" SHEET �3o1A NAIL SHEATHING TO LADDER EDGE PER SCHEDULE 2X4 CONT LADDER EDGE 2X4 LADDER AT 16"O/C W/(2) 16d NAILS 8" O/C TO VTCR OR MTS-12 VTCR OR MTS-12 SPACING (1) AT EACH END AND 6'-O° O.C. MAX. iglgiiqip iggpiilql A9pILpgIV TOP CHORD OF TRUSS I \ (2) 2X4 No.2 SVP DIAG. 1 BRACE WI (3) 12d g EA. TRUSS (DIAG. BRACE TO I, g9glqpqql COVER 5 TRUSSES) �� II l ppgpjL�pl 0'-0" TO (3)"X" BRACE 2x SUB -BAND �) Wplglgpqu ligpgqqql 6U- 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 �o FROM CENTER TO END_ (AS PER TRUSS ENG) I O PLYWOOD SHEATHING, SEE II - / JJo 'ROOF/WALL/FLOOR ! SHEATHING \ FASTENER SCHEDULE" 4MFG I, SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO SIDE VIEWSEE x2, 2x WOOD FASGIA CO ARCHITECTURAL TR2x SECURED W/ (3)16d — ENGINEEREDGALV. COMMON NAILS. - - TRUSSES @ 1x2 SECURED W/ 10d — _ SUBMIT SHOPGALV. COMMONNAILS FOR REVIEWCONT. 2x4 RAT RUN 12"O/C AND APPROVAL SECURED W/ (2) 12d's@ PRE—ENGINEERED MASONRYBONDBEAM _ EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE 2 1 GABLE END PRE-ENG'D TRUSS SCALE INTS W/ HIP RETURN SCALE3/4"''-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT 8 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING N NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 8 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL l U / SCALE'. 3/4"=V-0" . 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325 16 W y r o _ W y a 'z � o Q V a�000�s V 0 0 0 ^ � o 0 q SVBDIV. & LOT: ABBOTT PARK LOT #38 BLK I PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672—ARIA" GARAGE SVTNG: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE. ".'/ •"/ ,_T SCALE: 1 /4"=1' — 0" SHEET S3o1133 i 1 �j. Or Or♦L ♦r♦r Orr♦•rr�rrrrr♦ ♦rrr r t i t t 1 ••� ,• �• r i i i i i t i t • • • • • •, r i i 1 • • • • • - t r 1 • • ^ • • • f t I r t • • • • �` • i r 1 r t 1 • • ! • • 1t t i rr �r # Y Y4 r 1» • • • • f!! i f i t t► f♦♦ f t r# r t t f f► i r r t t# t t r f r t t t � ` i► I t t t t t#! r r r r» i! i t t r f t t r r t t r r r i i r pC 111 ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-22 ZONE 1=-36.75 PSF (-46.75) ZONE 2 = -46.29 PSF (-56.29) ZONE 3 = -46,29 PSF (-56.29) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40t2O), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING ENE 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 STR. SHANK ASTM 10d RING SHANK, 21/2" 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 ed RING SHANK, 2 3/8" al 13 F1667 SCREW SHANK PER INCH) RSRS-Ot 8d RING SHANK, PNEUMATIC 23/8'' 0113 SCREW -NAILS RSRS-01 RSRS RAFTER OR TRUSS ROOF SHEATHING I EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8tl RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8tl RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. 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. INFIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ISO C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3: 10d 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 m NNN 19I'lI „ roP a BID".. EDcas 10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING z z �9 Z W = Z U Z O m @) TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS YP FXT SHEATHING ATTAGHMFNT GENERAL NOTES.`: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STIR UCTURAL DRAWI NOS SHALL BE USED I N CO NJ U NOT ION WI TH JOB SPECI FI CATIONS AND WOOD: I ARCHTECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIRENTRRINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE BEE. ARCH TECT URALDRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2D23, 8th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/d°. 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 ED= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-15 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS-0NGROUND 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 61NCHES 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 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 GA2 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 %` 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. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS 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 A10641A1064M, 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. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 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 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE W TH 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 "SCSI LATEST EDITION" AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR'. LIVE LOAD 40 psF REVIEW WOOD TRUSSES. 2D psf TOP CHORD -non-concurtent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" 10 sf BTM CHORD+IDncanc.rrent P #5 BAR - 30" #7 BAR - TRUSS MANUFACTURER PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38" x 36" CORNER BARS, BOND BEAM ONLY, ZAPPED AND TIED TO EACH BEAMM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 p•f TOP CHORD psf TOP CHORD (7 psf wl ASPHALT SHINGLES) (1 (10 psf w/ 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. t0 psf BTM CHORD 5 psf ETA CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST VIAND UPLIFT'. 10psf MINIMUM 10 INCH HOOKS OR SENDS 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 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 WIND: ASCEAD 3- GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL 7-22OAD FBCSPER20160 EXPOSMPH (ASCE 7-22 (FBC R2023) EXPOSURE C, RISK CATEGORY II) URE C,RI LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED 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: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES. 50psf, ROOMS OTHER THAN SLEEPING ROOM'. 40psf, SLEEPING ROOMS'. 30pEf, STAIRS'. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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. ALL BLOCK WALLS SHALL BE HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ANCE WITH GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING MANUFACTURED IN CONFORMANCE WITH ASTM OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WILL DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE LAY-UP ALL TRUSS TO TRUSS CONNECTIONS. A 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 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL ON CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -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 LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY W TH 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 ! F = 36 ksi FOR ANGLES, PLATES, AND W- HAPES. STRUCTURAL TUBING SHALL BE ASTM A36IA'D A L E S Y 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B TYPE E OR S. F = 5 A OO/A500M GRADE B F Y Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. L 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 OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'al- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM CNC94M ORMEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 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 VATH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1 112' FOR 95 AND SMALLER 2" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3'4° FOR SLABS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES. STIRRUPS FASTENER SCHEDULE APPLICATION SIZE - SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS IIIITFURRINGTO CASE MIDENED CaL B"OiC GARAGEDOORBUCK 1i4"DIA TAPCON MASONRY 11R" EMBED., I` END DIST., MA_IC NA TO MASON RYICANC, B O/O LOU, At EXT DOORS .D 'oiC UI. DAI 4'�EMBED..4 E D T., y 1 u EXPANSION BOLT OIC(1l A) ENDS D19rDs EE IVO NA STAGGERED NTO MASONRY/CON i0 MASONRYICONC ASH R 24 3 WwBDCK CASE RD N nDOL DDwDooaP IT N© CONTACT THIS ENGINEER FOR SPACING II PT, SEENOTE6 NAILI II7'La STncnaED MErALGTR P o _ _ T REQUIREMENTS T, NOj3 5YXA 1e O/c FA TNE ? EMIED, 6"END BUCK a PT STEEL EUGK o iwi WAIHEs' STA Dic a"ENo. DIST, 111C IT.,ZEE EIbNOTE I ST. NOTES i. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS. WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAR TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 K a tt1 a � F Q u w � qp Vm W � s75 0 0 o U p pQ p pp 9 zO sTJBDIv. & LOT ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 MODEL: 4EAB "1672-ARIA" GARAGE S WING: RIGHT PAGE: DETAILS 160 MPH EXP. C DA 02/16/24 SCALE: 1 /4"=1' — 0" SHEET S N I IIIN KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS DESIGN PRESSURE (PSF) RATING AT 10- SPAN (NOTE 2) rnT 6ERa9 wsTAWtwsIiETNOD (ue Ro-?Er, .....YRESSDPe Irsctlsee NOYe it NEYFREEAREA tae.R:sniE�tn� REr/R tao.ix. .se.]/-a.TJ x/A /-ea x1A u/A 2- fw«u A eeu-o-wn LCD wsn / ,-tAunuEt wn>/-en cui�txtx *,s: RbwDr. spRvCtL�vµi• IMDxxL�sAFFwiwuslroHuIX1+Y(c ar Oa clruE Nvfr Y. NF STET ] sM R4G 4%Ave6a A] le a rek SIx9i 5➢AY b4sieeA]prtS LOx TABLE OF CONTENT YLN sC f UJafD.MD LE9:au]xw efxf]ut nxit[s, fEws9YeKE MiNas, zvim somxE -a?FNiK s.3N�.Nv] z. rsl Ln Y/.nh5. Af vMGrs sawn nxaxl[w+.aJfcYrfcf s,bfsl. Nu�Aex �� cANrfte�R �r,i,Nf� sranr raauE raar®.cs / aDa VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS IE'igwlFaaGUPlRO.O6t35MJV 50iiR ^ii'iRIhEAiyIL-0-YFRTEC4f NO.aWaVaRPifOfi "u H sxGlE 6»soM IM1Rl41NM ,� yl,y, RIaTLLU]KNI ' fWi taMx L OETNLSA TRIRF R+tl+rl I b„� L .OiiAUf }MXI ]MG]Nre D N1ws1 nlwnTo rxtsEfclRR,uwvlc« eruY avLaNc asN Nmluv __.iTSI, .-1 L� fE n f,F - g5 t16f +iA•t 63? k I 8&G GtG{ E4 ruv . St ES 6v_v -___ ....— __. _ f F ur,µr.rnr4 csie N.�-rf� US{ D&E si.3 i4E 1 f 9dC DS( I 323 I JI ws. '. SEE NEN acHEDwc T,�Ewxra_= _ i n _ a 3 IMUMC 3E0 E LJDE S,Ga xRCgN40viif0]L RU ,O - - 8 .� v - c U 'IgNGi GE OIaiu,CFS SNAIL OE aUGY YJ B& & > 3 a 9&{ a&E�j t fne..Er„vE sacxlnt...i se6sRA _ua Pou.A. IJ 3 C L - _: NOT T SWTO /Atlflwan iHIL+a:EsS EIaV L dE ADDED 1'O TttE afa,wEDissrEHLe Ffscns.sEe rAsrzueaseriED,nr raxfE n<x.,o sHLE.. a^TwirEaiuu-uvnn'1Na.aaxzvummsorarr� S. ALLfiSTENENS MALL xAVE(:OH%iQ51Y5HiffSiS]ANT GCA]INGS OP 6E vnPF<.W Siryle Spxe �frA''u I cORNo910N NCSISTaMTnfnYENInLSCbtag3p6LE WnH ICE 9,1&SrPaT£. N5IERIN.LL.` ��x.i. DitMtSAtNNUiI Ynx 1� 1 u>s Sa.3 FASTENER SCHEDULE I. w,M 1/.- 11/4- an , s• waD saa ar Fe .Ri• i« vAw,Nc woo ,-,n- sn- SnDbr�m� Boa � � .-,/. �,z• ei6A5YUiS aE'4iMNDiv .� uw]rw 4'aAi' R0.093 .793 .165 0.�.18 y 0.56 f 149'� 0.0�42 gl 54 1/2" J—CHANNEL/TRIM 7 VINYL (No. 1100) 25M .p,paa L-1.2 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFIT .HCHANNEL FASCIA SERIES 12- TRIPLE 4 SODD N0. 0623 SOLID SOFFIT 12- TRIPLE 4 FULL-O-VENT 1/2' J-CHANNEL d- FASC44 NO. 0622 VEMED VINYL AL'JNINU4I ^_ 50FFT NO. "DO N0. 4700 12' TRIPLE 4 FULL-O-VENT ECO No. 0639 VENTED SOFFO BILL OF MATERIALS _ � a�sRFTS� vaae�.0 ax vEL* , .]o DRavrs� a F,SC'u. -SEE CWktw ON SNfEr ] SEE Mff iC qv SELL I QAa]• eVArtr£R , -,IY r-Mt> FCR C �cR£tE atD wsam+ suasmA]Li. yyifi e 0A>2• eWKrLR x i-3/a• iPa1 NNE ":3 rx saEw eR .3 fR ex- StE¢ IR iNMM CLYCN.TE aLYER. ]eta SRII r Nown4� woo e.trEH - sc woe IT % 3' NCAiTaa4 wW BarsOl - BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOIST/I FASCIA WOOD 8Y OTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH O7 STAPLES INSTALLED 2-114' EMB. FASCIA 15' O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL -1X2 WOOD BATTEN(D STAPLES INSTALLED SOFFITO HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED ® OFFITO 12"0.Q. MAX ONTO OWOOD) IN J-CHANNEL -CHANNEL O3 DETAIL B Oq FASCIA J-GRAN NELQ SLOT J-CHANNEL J MAx. MAX. FASCIA DETAIL A 2X2 WOOD BATTEN 10 2 BATTEN STRIPEACH HOR BA APLES INSTALLED O NAILATEACH TRUSS/JOIST/RAFTER FASCIA THIRD SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #BX3' WOOD SCREW OR TAPPING SCREW, INSTALLED BATTEN ATTACHMENT �STAILEI THRU SOFFIT AND (D STAPLES INSTALLED @ FASTENER SPACED 24" 7 J-CHANNEL AT NAIL HEM AND IN VALLEYS 12" O.C. MAXMA%(INTO O.C. W000) IN J-CHANNEL SLOT OR T-NAIL @ 17' O.C. MAX. (INTO OFFIT O 11 1- WOOD BATTEN CONCRETE/MASONRY) -CHANNEL MAX. DETAIL D O STAPLES INSTALLED- J-CHANNEL THIRD SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS g' A DETAIL E J-CHANNEL BATTEN 10 O SOFFIT NSTALLATION SCREW, 3Q J-CHANNEL ATTENATTCHMENT B24rBQ FASTENER SPACED " gO MAX O,C. TAPLES I NSTALLED@ DETAIL C 12" O.C. MAX (INTO BY OTHER 2114" NSTALLATION SCREW, EMB. BATTENATTCHMENT FASTENER SPACED 24" SO MAX O.C. STAPLES INSTALLED (P 12'O.C. MAX (INTO O WOOD) IN J-CHANNEL OSLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) (DWOOD)IN J-CHANNEL J-CHANNEL —CONCRETE/CMU OR (D SLOT OR T-NAIL @ 17 WOOD (NOTE 1) O.C. MAX. (INTO CONCRETEIMASONRY) —CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION PAN'L' SPAN'L' EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) IF SOFFIT OFFIT SEE DETAIL'A' SEE DETAIL'D' SEE DETAIL'E' 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 as QIA]1 A 12" TRIPLE 4 SOLID SOFFIT - VINYL NO. 623 $TF0. A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622 E'if LLEs SiL 4 i21A1L A 12" TRIPLE 4 FULL-O-VENT SOFFIT EGO - VINYL - NO. 639 EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA #: 0003325 C b � m W O K U jj U U h 9 M p�p p�p p�p 0pp 0 SUBDIV. & LOT- ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT* 04181.003-38012 MODEL 4EAB "1672-ARIA]] GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C Rlk YA.AB6jAcCRA AR NO 9971:3 l r DAR 02/16/24 SCALE: 1/4"=1'—O" SHEET SDI 1 - GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /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, MAILABLE 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. r 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 0 • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0-323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. 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." e VENTING TO OUTSIDE OF FASCIA EAVE HARDIESOFFIT® (WOOD) VENTED PANEL SUBFASCIA MODERATE CONTACT Lt/AVt /At t'KUYKI/A I t GAP AND CAULK SHIM SIDING FIGURE 2 FRAMING MEMBER NG ER H-JOIN bAIILN FRAMING MEMBER ING SER 1" FROM END OF SOFFIT 3/8" FROM END OF SOFFIT o CI!'_] IMC A UREA ILK I NAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 J � m Q o F N a Q 0- w C C C C ° SUBDIV. & LOT• ABBOTT PARK LOT #38 BLK 1 PHASE: 3 PROJECT# 04181.003-38012 U0DEL: 4EAB 1672- ARIA" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS %I60 MPH EXP. C R A AB UCHACRA N AR NO so DATE: 02/16/24 SCALE: 1 /4"=1'- 0" SHEET S D 2