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Home My WebLink About7804 Wheat Stone Dr99 [ 828-4EBB- CAL: 99 ALL WORKS'fALI. �:C')Pv'?+•<i.Y `ttvn',i F�EVAILING3 CODES FLORIDA SUILDING 00,71 NATIONAL ELr '_ 7-'- AND THE CITE OF 7EPHY' R T1,43 ORDINANCE nTy OF 4 pLpiN EXAMINER, • STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: .1WRI!DA HURDING CODE, RESIDENTIAL, 8TH EDITION (2023) -ALL LOCAL AND STATE CODES DR HORTON HOMES - RESIDENTIAL, GROUP R3 TAMPA NORTH DIVISION :OCCUPANCY •MIN.STRUCTION INTERIOR FINISH - CLASS B 3501 RIGA BLVD •BASIC WIND SPEED - Vult=16O MPH Vasd=124 MPH TAMPA, FL 33619 -EXPOSURE - C TEL: (813) 549-1967 .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL FAX: (817) 302-3134 AND STATE CODES • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ,CONSTRUCTION BASED ON THE DRAWING SET. SQ.FP. CALC.'S LIVING 1828 60, FT, GARAGE 430 5Q. FT, ENTRY 16 60FT, LANAI ISa 50. FT. TOTAL 2362 5Q. FT 3501 RIGA BLVD, TAMPA, I=L 33619 Tel- (813) 549-1967 Fax: (817) 302-3134 ABBREVIATIONS ABV. ABOVE LAV. Ll VA'TORY A/C AIR CONDITIONING LUM. LUMINOUS A ADJUSTABLE M.C. MEDICINE CABINET A . ALTERNATE MPR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD, BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL- METAL CLG. CEILING N.T S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPI', CARPET P.B. PUSH BUTTON CT- CERA ICI'ILE PH- PHONE D. DRYER PLI'. PLATE ➢BL- DOUBLE PLYWD- PLYWOOD DC. DUAL GI.AZ,ED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL BAD. RADIUS DY. DEEP R.A.G. RETURN AIR GRILL DA. DOOR REF. REFRIGERATOR D.S. EIWNSPOUT RM. ROOM DTL. DETAIL RO, ROUGHOPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR I,,LEV. ELEVA IION S.H. MNGLEHUNG EQ. EQUAL SRI SHEET EXH. EXHAIISI" SHTUG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G1FX- FIXED GLASS Sim. SIMILAR FG. FUEL.GAS SL SLIDING FIN. FINISH SL-EL SLIDING GLASS FLR. FLOOR ST➢, STANDARD FLUOR. FLUORESCENT SWS SHF,ARWALT, FR, DR. FRENCH DOOR SEC]'ION FTC. FOOTING TEMP. TEMPEREDGLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C- TOP OF CURB G.F.I. GROUND4AULICIRCUIT T.O_P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB OL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD UN.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL, INSULATION WD. WOOD TNT- INTERIOR WDW- WINDOW W, WATER HEATER W.I. WROUGHT IRON REVISIONS DESCRIPTION 01/26/18 CD'S ISSUED 01/15A8 2011 FBC UPDATE OIA6,118 CD'5 RE-16WED 02/11/18 SIDING ELEVATIONS ADDED 0326118 CD'5 RE -ISSUED 04119/I8 FOOTING REVISION PER M. BOWES 0621/18 CD'5 RE-158UED PLAN MAINTENANCE 0424A9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB) 0424A9 REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELE) 06/12/19 ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/6I.IA (ORL) 0621/19 ADDED LED LIGHTS 9 KITCHEN t BATH PER MARL BOWES 01/19/19 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 09/11/I9 ELEVATION 'G' SIDING -ADDED LOUVER ® GABLE ROOF 10/25M3 ADDED OPT. 8'-0' CEILING HEIGHTS 01/0120 REPLACE USP CONNECTORS WITH SIMP50N CONNECTORS 04/0120 REVISE ENKAVENT RADON PLAN DIMENSIONS 04/0920 OPT. 8'-O' CLG. HGT: ADDED LED LIGHT IN FOYER 04/0920 OPT. 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY 05/M/20 ADDED ELEVATIONS V d 'M' (ORL) 01/1520 ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL) 01/0121 2020 FBC UPDATE 03/0321 ADDED SOFFIT DETAILS 042621 ADDED ELEVATIONS N' 4 'O' (ORL) 042121 ADDED STONE OPTION ELEVATION 'G'(MELBOURdE) 05/0121 ADDED ELEVATIONS 'P' t V(ORL) 05/1 1 ADDED DEN OPT. (TAMPA a FT MYERS) 05/1021 ADDED 20' FOOTER OPTION (TAMPA) II/0221 ADD FRENCH DOOR OPTION 03/0822 ADD COURTYARD OPTION 03/0923 ADD PAVERS OPTION (TAMPA) 04/1223 ADD RECESSED SHOWER IN BATH 9 OPT, 01/0124 2023 CODE UPDATE INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG M1-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.113-DETAILS PG SN1-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325 w y g � a m o� y r O � 9 O sUBDIV. & LOT ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181,003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH C CH C ST OF O DA ) i � j ROLAND A- A AR NO 83723 ]DATE: F-PT 02/19/24 SCALE: 1/4"=1'—O" SHEET 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 I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2023 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA - THE ENGINEERED WOOD ASSOCIATION: PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL I. 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 % 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 ROOFNJALVFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/< PVC (SCHEDULE 40), INSULATED WITH%` 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. SUPPLIER B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUP PL 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 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-Cl063-18b & ASTM-C1787. LESS THAN 112 -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 C1186 STANDARD SPECIFICATIONS FOR FLAT FIBER CEMENT SHEETS. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFrrS 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, FL32750 PH: 407-774-607S FAX: 407-7744078 www,a bd es igngro u p.com AA k: 0003325 w � Q x � � � a m rc _ z0 SUHDM & LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C NO PRINT 02 19 24 DATE- / / SCALE: 1/4"=l'-O" SHEET G N 28'-8° 12'-8' i OND (2) 3052-51H EGRESS (2) 3 52-514 J _ I�_ ------------ G LIVING I AI ROOM aa SL-w CLC% 101-0" I c0 I - 68 S.G- .D. - BEDROOM#1 OM r -- r• - 8'-0' --60- - - FLAT HDR m l'-6' AFF. DINING 2xa ROOM 8'-0° - �= a BATH#1 - - - -------------- > a'-0' CY(s W.I.C. IN a b36 I ?8 a,-&cL I - 36'x60' V. C. SHWR. PAN -5H IR-15H SINK b24 sb36 u--- -J z ---- IR-ISH -- ii0 i AUV-v DDRY io KITCHEN A a'-0� A 2 8 FLAT HDR a b36 RANGE 6 FAN. N ____ -- BEDROOM #4 W-0'CIA FLAT HDR AFT, 'e III ro KI v 8' 4'-0' 3'-4' 2'-8" 0� ltitig//► Ilv r it ro �R a ifi�� v 41c " m N BEDROOM #3 III ry m 61-0' CLCL m I` 2 l l '-8" - _ tim ti T. — � - ry,0 - ATTIC I B I i� ACCESS -- ----J L- � LAv. Uvj i'�Q BOLLARD m U > m AS REQ. BATH#2 L PER BLDG. CODE �) I lu r V-0 CLrr, GARAGE c 7 e V. FOYER V_vC.c%. �� _ z BEDROOM#2 l� a e V-O'CLG. 5 1/2' ENTRY ARCH _ "n- tr I l EGRESSSH — — — — — — — — — — — — — — — — — — — — Llik I Io 2'-8" 4'-4' 3'-10" 10'-2" 21'-4' 14'-0' FLOOR PLAN SCALE: 1/4' = 1'-0' DEL. TOP PLATE m BAR DETAIL A SCALE: I/2'=1'-0° EXTERIOR MASONRY WALL BRG. HEIGHTS 0 BRG. 0 10'-0' BRG. 0 10'-8' BRG. SQ.FT. CALC.'S LIVING 1826 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 50. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. COAPOPBIT AND CLADDING WIND LOADS BASIC WIND E)POWE FOR 3 SECOND WSTS OPEIfICiS SOUARE ZOIE 0 LPH WIND (AN) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 33,6/-44.S CRITERIA EXTERIOR SWING 20 5 32.1/-41.9 DR. MIN. CRITERIA S.G.D. / FRDR 41 5 30.5/-38.8 MIN. CRITERIA 16010 O.N.D. 112 5 28.1/-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 R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE: 09/W23 DIM VARIES S 4',HDR. DTL. SCALE: I/2 = I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - vERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 316' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 13/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. F � Q � a m o C) e 4 SUBDIV. & LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C PRINT 02 19 24 DATE: SC ALE: 1 /4"=1' - O" SHEET Al EQUAL EQUAL EQUAL EQUAL BLDG. HGT h TO CONTROL JOINT TO CONTROL JOINT TO CONTROL JOIN'i� TO CONTROL ��— __—_—_—_ _—_—__12 M 4' FRIEZE BAND 0" BRG. HGT. wA2 wAl WA2 A2 OPT. COACH 4 LIGHT � I � � WAI TIFF. xell WA ro N FRONT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING 45 PER FBCR R103.4 OFF RIDGE VENT I�6 SHINGLE ROOF DECORATIVE FOAM r)RAIN TILES 6' RAISED BANE)(TYP.) BR(F, HGT. 0 1:)EC O' PYPON DECORATIVE SHUTTERS EQUIVALE NT OR 4B TYP. 43 4' RAISEp BAND (TYP,) f oO'-O" FIN. FLR. AREADFATTIC 2364 SQ, FT. NET FREE VENTILATION AREA REQUIRED = 1/3O0 REQUIRED VENTILATION AREA = 2364/"A0 = TSS VENTILATION AREA X 5 Q, I N CHES PER FT. 11.) = 1134.72 SQ. IN. MIN. REQUIRED VENTRATI ON = .SX 11332 IN UPPER PDRTIDN OF ATTIC 5036 SO. IN. OFF RIDGE VENTILATION AREA 115 SQ. IN, PER VENT 567.11 (115 TOTAL N OF VENTS REQUIRED = 4.43357 TOTALq OF VENTSPROVIDED 5 'AREA OFRTTIC STHE PERI MITERF THEH OUSE,LES5THEOVERHANG OFF RIDGE VENT EXTERIOR OF WALL TO EXTERIOROF WALL NOOVERHANGS NCLUDED I�6 8'-O' BRG. 0'-0" FIN. FLR. RAISED STUCCO BAND S - PER COMMUNITY SF -6. REAR ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH OFF RIDGE VENT 8,'-0" ERG, HGT. - E_—__—_—_—_—_—_—_ ___—_—_—_—_— V I'-O" F Ti SElRAISED STUCCO BAND PER COMMUNITY SPECS. (TYP.) 0'-0' FIN. FLR.h = — - — - — - — — - — - — - oO'-O' FIN. FLR. ---------------------------- -� LEFT ELEVATION SCALE: 1/4 = 1'-O' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT 8'-O' BRG. HGT.h 8'-O° BRG. HG-T. of c0 S 9 RAISED STUCCO BAND PER COMMUNITY SPECS. 0'-0' FIN. FLR. (TYP.) O" FIN. FLR. RIGHT ELEVATION SCALE= 114 = 1'-0' TEXTURED FINISH DECO. DTL. A SCALE: 1/2 = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es ig n g rou p.co m AA #: 000332E F m h 4 s aQ 44 A G C Q B � im C C ay C a� C N C o � O SUHDIV. & L.OT- ABBOTT PARK LOT #28 BLK: l PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION "C" %160 MPH EXP. C wa'l AA NO PRINT DATE: 02 /19 /24 SCAT Z: 1/4"=1'- 0" SHEET A2 C ELECTRICAL LEGEND SY/M^'BCL DEFINITION NOTES +-1 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET I/2 OF OUTLET WIRED TO SWITCH IIOV OUTLET EQUIPED WGFAULIGFI INTE]IIWI-TER(TAMPER RIll6STANT TYPE) 220V OUTLET (4) WIRE CONNECTION P EXT. WATERPROOF GROUND FAULT G OUTLET INTERR)PTER SWITCH SWITCH 3-WAY OPER SWITCH 4-W41'&PER. 1_ 0 WALL MOUNTED LIGHT CEILING LIGHT © LED CLG LIGHT O LED VAPOR VP FROOF LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN VENT, FAN I OPT PER SO. FT. VENT. FAN W/LIGHT I OP1 PER SQ', FT. VANITY LIGHT FIX RE T (SPECS BY BUILDERER) L� PANEL METER • �j,[,�, SMOKE DETECTOR GATT BdCK UP W/ HARDWIRE BAtt BACK-UP W/ CARBON MONOXIDE HARDWIRE INTERCONNECTED SfMC DOCTOR OOYEO SHALL BE A DISTANCE OF NOT LESO THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION BdJRCE TO BE ED DISCCNNECT MIN -AFF, AIR CONDITIONING A/G DISCONNECT AHU �UN.O. THIS SHEET TV TELEVISI-JACK CEILING BOX REQUIRED OJ-BOX TO BE SUPPORTED IN ADCORDdNCE W/ BOX MARKED 40 SUCH FOR INSPECTION CEILING BOX REQUIRE CEILING CEILING FdN/LIGHT BE SUPPORTIN gCCORDANCW/ED BOX MARKED A SUCHFOR INSPECTION nnnn 24' INCANDESCENT LIGHT STRIP nnnnnn 36' INCANDESCENT LIGHT STRIP ()nnnn nnn 48' INCANDESCENT LIGHT STRIP V� }s FLOOD LIGHT �/ PB. PI1SH-BUTTGN FOR CHIMES USE PORE LOCATION OF TV JACKS < PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE-CONSTRUGTIOIJ MEETING. A F EDITION ! 2 • ALL IS < 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED. 20 AMP DEDICATED LAUNDRY CIRCUIT. : DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN, CAPACITY OF 60 _FM INTERMITTENT. LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL 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 PASSE'& 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 (SPD). NOTES:ITEMS FROM CHANGES TO THE C 2Q2Q^IFPA 10 • ONE OR MORE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOMS) RECEPTACLE OUTLET( S) REQUIRED AND ANY COUNTERTO 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 RECNIIRED FOR ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC POWER. THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. T— I �OND D u it Cam_ _ J 71CI _ . D LANAI CEILINGS LIVING ROOMI MrD. LIGHT PRE -WIRED , 1 t0 BE CLG PAN INSTALLED, BDRM.#1 Q / J PROVIDE PRE -WIRED J-BOX FOR CLG FAN I�- ��FI OPT. FAN PRE -WIRED �� , CLG FAN DINING — s ROOM Ilro /� I 0 SWITCH IN / (2) OUTLETS 71 Tl CABINET STACKED � I BATH #11 GFI 'L - --L GFI — / W.I.C. I SINKS \1 REF ♦ II 1 -- __ - � - OUTLET LAWN. / - FOR DW KITCHEN - -- -QII GF1 ! _- f _ \PAN. 0 _ _ Ito GPI— C... L _ BDRM.#4 lu r----� / __ H000 WIRE w/ � 1 � OUTLET FOR -�—�� j� FUTURE MICRO L5 c0 j 1 l 0 PRE -WIRED 141 - ,- —1 CLG FAN BDRM. IRA 0 I 1 � I 7 PRE -WIRED CLG FAN / o _ - - I WP.B. FOR I Q— / GARAGE H 44 AFF. V I I ® L o L o / DOOR - AS REQ. f�' PER BLDG. L __ CODE WALL MOUNTED / ®I / BATH #2 LIGHT W/SWITCH IN II I II, f 7 LED LIGHTING LED LIGHTING ATTIC GPI // ,----------!==� DOUBLE LAV. SINGLE LAV. 5/CO y-�i/ � I I --- [i CLG. BATH "1 BATH "2 METER OUTLET KEYLESS FIELD Q FIXTURE VERIFY 1 �� BDRM•#2 LOG. 1 IRRIGATION / I OUTLET ® FOYER L� n -8" A.F.F. ,._ // �I \;. 150 AMF ELECTRICAL RISER GFI ENTRY J , Nor TO SCALE. GARAGE 'L `� PRE -WIRED GENERAL MATERIALS AND INSTALLATIONS SHALL CLG FAN COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 8TH EDITION (2023) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. I PB PORE 0 CF MES I B. ALL CONDUCTOR 6 SHALL BE TYPE THHNRHWIN UNLESS L ---- - !Ell U L Ct _n: n NOTED OTHERWISE. OPT. -------._-------- / POWER COMPANY COACH TRANSFORMER LIGHT GRADE ELECTRICAL PLAN SCALE: 1/4' = 1:-0' PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY' ELECTRICAL SERVICE. PROVIDE 3 A COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 -22/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3.2/0 CU, THWN , ft CU IN 2' CONDUIT OR 3 •4/0 AL, TWIIN - 1% CU IN 2' CONDUIT OR 2/0 AL. SE.R (CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN i PHASE NEMA 3R ENCLOSURE MLo PANEL 150A/2P MGB CABLE TELEVISION SERVICE ENTRANCE i EQUIPMENT / en1A1.1n dC TELEPHONE SERVICE ENTRANCE L EQUIPMENT INTER5YSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngraup.com AA #: 0003325 J F w y ,4 O a � a m w � � w � tt � lU5 pp C a d 0 v 9 ti � O - I •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FM R 8TH EDITION (2023). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD SUBDIV. & LOT44 ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181, 003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN %160 MPH EXP. C NO 937E3 DAB 02/19/24 SC ALE: 1 /4"=1' - 0" SHEET El E PLUMBING PLAN SCALE 1/4 = 1'-0' 2 2' VTR i I/2 KITCHEN 2" VTR 51NK w/ AUTO 2 VENT 1 1/2' I I/2'` � wC \1 i Vz'r I/2, ��2'-�I 2 I 1 1/3 TUB LAV �2' 2 3 i LAV 2" 2„ 5HWR 2 w45HER WC 1/2' TO MAI PLUMBING RISER DIAGRAM a � a o z w U fpu � d !pK V pW a o o a= 8 +$ e 0 A SLJBDIV. & LOT- ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C r PRINT DATE: 02/ / 19 24 SCATE:1/4"=1'-0"' , SHEET p HVAC NOTES L 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 SEAMS SHALL BE SEALED WITH GLASS FAB d MASTIC. AND INSTALLED AS PER FBC STH EDITION (2023) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 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 45 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 T. BATHROOMS CONTAINING BATHTUBS, 5140WERS, 5PA5 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 ACCE55 DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC STH EDITION (2023) MECHANICAL CODE SECTION 60-1, 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX EL50W5, NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC, CEILING 00 EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY r J REFRIGERANT LINES AIR HANDLER y E,� 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB P REFRIGERANT LINES TO PLATFORM RETURNVMECHANICAL CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 8TH EDITION (2023) BLDG. CODE SECTION 3011.4 HVAC DRAINS 5CORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN —OUT (TYP. ) NTS 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 O CEILING EXHAUST FAN CEILING EXHAUST FAN d LIGHT 0/4 OUTSIDE AIR Q THERMOSTAT ED PASS-THRU AIR GRILL SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT 6IMP50N WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "SXI 1/4' 5HT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONE. DRAIN 3/4' DIA. OVER HEAD e 12' FROM STRUCTURE COUNTERSUNK G.O. PLUG FIN, GRADE OR PAVING SEE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN —OUT (TYPNT NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 14' LANAI 14X14 14XI4 i BDRM. 1 LIVING ROOM =L I DINING 12X8 -. 12XI3 8. 10X 14XI4 12X8 C BATH #1 4 a 41 50 �- --- - - Y ° W.I.C. 14 r c KITCHEN II �r-- anLAUN O = u � a BDRM. #4 - -� --- -- -- - - 10X61 4' DRYER \x V.T,R. \ V 10, Iox& BDRM•#3 I Ir- L 4 I 5 r 14X6 l ( 5X4 CFM',;,, I SX4 14X6 J BATH #2 _ II GARAGE �® 10X6 FOYER a i ENTRY �,;•.9 - IBC'- -- -- u U ---- u, MECHANICAL PLAN SCALE: 1/4 = 1'-0' BDRM•#2 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W a m r 0 W m 0 9UHDIV. 8e LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" QARAQE SWING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C CHI ST E F RID D g R A H CRA AR NO PRINT 02 19 24 DATE - SC ALE: 1 /4"=1' - 0" SHEET mI 2X4 TOP PLATE PER F R 3 5/8' OR 5 PLAN I/2' DRYWALL 3/8' TOP j CHANNEL f25 PRE-FAB TRU55 1 GA') CORN R BEAD Ia' THIOK, 2 GOAT S' CMU SEE 1/2' CLG. BOARD "LAND CEMENT STRIGTJRAL FOR FL45TER APPLIED REINFORCEMENT I/2' DRYWALL DIRECTLY TO METAL STUDS MASONRY ATTACHED TO FILL ,. ..:<. .... CELL A5 PER NOTE: STUD IN 24' O.G. 20 GA METAL To BE PARTITIONS SUPPORTING INSTALLED IN WALLS APA ROPRODUVAL RE I/2' DRYWALL WALL HUNG PLUMBING: RECEIVING UPPER/ LOWER 3 5/8' OR 5 cwi.K .aro eEni _SEALANT CABINETS AND TUB/SHOWER 25 BABOTTOM CKER ROD 3/8' FIXTURES AND WALL GA. METAL TO BE INSTALLED - WEATHER STRIP CHANNEL (25 CABINETS SHALL BE NOT N ALL OTHER WALLS. sruDs GA,) SECURED �� LME MOULDING ALL LE55 THAN 2X4, WHERE TO BE SPACED . O.C. AT 2ND TO CONIC 11'P/C SLE—FOR GAS LINE DOOR DMAHuF.) FLOOR WALLS ADJACENT TO e' cru GALv. STEEL - FLOOR W/ 3/4' - TRACK ORACKETS SPACED NOT MORE STAIR WELLS AND BATHROOM n• P �" SECURE BT. 2X4 WOOD PAF t TO FASTENED TO PLATE TO SLAB STUDS e24' THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH WOOD FLOOR �'�-'�°°BASE wooD JAMPER W/ IOd MASONRY O�C LESS THAN 2xio, WHERE W/ I/4' WOOD �OVVAL REn vELRTf'CA TL R4CK ovERaEap DOOR NAIL m 32' O.C. SPACED NOT MORE WOOD BASEBOARD—" ASEBOARD SCREW - B s ENED TO r Mw. Br OTHERS SLIDE MAX THAN 24u O.C. - TRACK BRACKETS ROd'1 W/ PRODUCT APPROVAL REQ. CONC. SLAB - - m 0 FIN. FLR FINISH FLOOR 1-STORY TYP. INT. WALL 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 6c4E''n'"`°' D1 �SCALE-/2°=1'-m" �TYP. INT. WALL (NON-BRG.) 1A METAL STUDS (NON-BRG.) D SCALE: 3/4' =1'-0' D SCALE: 3/4' -1'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 5PF 24' O.C. MAX. WITH UNDERLAYMENT AS WITH UNDERLAYMENT AS SECURE W/ (2) 12d NAILS PER FBCR 2023 905.1.1.1. FIBERGLASS SHINGLES PER FBCR 2023 905.1.1.1. O EA. END ROOF 5H THICKNESSNG PER WITH UNDERLAYMENT AS ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS SHEET SM. WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.1. TNIGKNESS AS PER ROOF SHEATHING SHEET STE SECURED PER FASTENER SCHEDULE PER FBCR 2023 905.1.1.1. THICKNESS AS PER FASTENER SCHEDULE ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER 5TIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRPER STRUCTURAL DETAILSIP EDGE MTL, DRIP EDGE PER FASTENER OR 1/2' HIGH 9' E' SCHEDULE PRE-ENG WD. TRUSS 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER MAX. Ax. ELEVATIONS BOARD ENCE ELEVATIONS O.H VATION �'� V� STRUCTURAL URAL PER ELEVATION t _ �� VENTED SOFFIT - VENTED SOFFIT SEE ENERGY CODE FORMS FOR WALL SHEATHING _ CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS - PRE-ENG TRUSS STRUCTURAL DETAILS q= INSULATION R-VALUES _ _- THICKNESS 45 PER WALL SHEATHING REFERENCE STRUCTURAL __ SHEET SNI. SECURE PER - SEE ENERGY CODE FORMS FOR THICKNESS AS PER MTL. DRIP EDGE _ ER ELEVATION - MTL. DRIP EDGE FASTENER SCHEDULE - INSULATION R-VALUES - _ SHEET 5NI. SECURE PER I_o• PER ELEVATION - 2x FASCIA PER _ 2x FASCIA PER ON SHEET SNI FASTENER SCHEDULE ELEVATIONS TYP. `¶ \ ELEVATIONS .' 5/a' GYPSUM BOARD OR 1/2' ON SHEET SNI. O.I-I. \ R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRU55 VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOWS AND DOORS R-4.1 INSULATION a WEEP SCREED SHALL BE INSTALLED 2x P.T. SECURED PER — AND FLASHED IN STRUCTURAL DETAILS— WINDOWS AND DOORS 2x P.T. SECURED PER ACCORDANCE WITH THE _ - SHALL BE INSTALLED �_--- STRUCTURAL DETAILS FENESTRATION __ AND FLASHED IN MANUFACTURERS _ ACCORDANCE WITH THE - WRITTEN INSTRUCTIONS - FENESTRATION MANUFACTURERS {- REFERENCE _ WRITTEN INSTRUCTIONS = STRUCTURAL p - 4 -_ z 1/2' THICK 2 COAT PORTLAND REFERENCE STRUCTURAL - Ix2 P.T. FURRING _ - - / - STRIPS g 24' OTHICK, 2 COAT PORTLAND.C� CEMENT PLASTER APPLIED Ix2 P.T. FURRING 2CEMENT PLASTER APPLIED - 8' GMU - DIRECTLY TO MASONRY PORTLAND CEMENT - p _ c 1/2' THICK, 2 COAT STRIPS ®24' O.G. 8" GMU DIRECTLY TO MASONRY - -- PLASTER APPLIED _ 1/2' GYP. WL. BD. _ -- I/2° GYP. WL. BE). -- _ DIRECTLY TO MASONRY WOOD BASE - - .. � WOOD BASE _ 0'-0' FIN. FLR. -- F' - 0'-0' FIN. FLR 0'-0' FIN. FLR. _ J, 0'-0' FIN. FLR. a' cMu ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 ACCORDANCE WITH FBCR 2023 8TH EDITION, SECTION R301.1.3 aTH EDITION, SECTION R301,1.3 AND 1609.5.1. AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NO OPENINGS NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE (4__�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF (_5_'�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'=I'-m' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'=r-m' UNDERLAYMENT IN ACCORDANCE D1 WITH FBCR 9m5.L1.1 OF THE FBCR D1 WITH FBCR eO5JJ.1 OF THE FBCR 2023 8TH EDITION 15 04 WHICH USES 2023 8TH EDITION IS +14 WHICH USES (2) TWO LAYERS OF 4571 D226 (2) TWO LAYERS OF A57I•'I D226 TYPE II OR A5TM D4669 TYPE III TYPE II OR 45TM D4a69 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R104.3.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNERS ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12' BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3' AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST I' BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (1-1/4" X O.O5T° X 0.I-1I HEAD DIAMETER) FOR A 2' X 4' 6U5FA5CIA AND THREE FACE NAIL FOR 2' X 6" AND GREATER 6U5FA5CIAL. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 FS r 0 4aLLul 0 H 0= a p s e o ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL.• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E,4P. C CHI C STA F L010 A i s t RO&u A AB CRA AR NO 93723 PRINT 02 19 24 DATE: SCALE: 1 /4"= l'- 0" SHEET 1)1 TOP:- 2X6 P.T. u CENTER OF DOOR HEADER SECURED W/ (I) 1/2- X 8' J-BOLT ^ W/ 4' MIN. EMBEDMENT W/ 2' X 2' X I/8' WASHER t NUT OR _ _ W/ (2)1/2' X e' ANCHOR BOLTS - W/ 4' MIN. EMBEDMENT - W/ 2' X 2' X/e' WASHER t NUT -_--"-"- - — - - - 3/4 PT BUCK - _ 1/4' SHIM SECURE 2X4 -�-- -1N - TO SILK W/ C 1/4' 7APCONS - I/2' EMBED„ 8' O.G., 4' END DI5T., 1 1/2' EDGE DIST. _ - 2X6 E DOOR BUCK SECURED -- W/ (5)I/2'1/2'Xe' J-BOLT OR ANCHOR —_ BOLT5, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/8' WASHER t NUT. (U WITHIN I� 8' OF TOP, (I) WITHIN 6' OF THE BTM, -` T zv C� (3) EVENLY SPACED. NOT ALL A ALL ANCHORS SHALL BE IN ACCORDANCE TO INTERIOR EXTERIOR MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 3/4"X9" RECESS'" ��BUCK ATTACHMENT D2 SCALE: In•. v-m. 3/4" BUCK CONNECTION PTO BLK DETAIL 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 512E 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t IS. O.C. MAX SPACING. 2X6: MEM 5EGURE TO BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8- OF EACH END t IB' O.G. MAX SPACING. 2X8: SECURE TO BLOCK W/(2) 3/I6' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t 15' OG. MAX SPACING, -�- NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 8' CMU i/2' DRYWALL CELL TO BE POURED ❑ SOLID W/ 2,500 PSI CONCRETE REINFORCED W/ (1) 5 VERTICALLY I'X4' P,T. NAILER 1/16' 0.5B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLK DETAIL 2X4: ® 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK 3/I6' TAPCONS (MIN. W/3/16' TAPCON5 (MIN. SHANK SIZE .145 MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 HEAD 51ZE 300 MIN. EMBEDMENT 1 1/4') MIN, EMBEDMENT 1 1/4') WITHIN 6' OF EACH WITHIN e' OF EACH END t IS, O.C, MAX END t IS, O.G. MAX SPACING. SPACING. 2X6: mm 2X6: SECURE TO BLOCK SECURE TO BLOCK W/(2) 3/16' TAPCONS W/(2) 3/16' TAPCONS (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD 51ZE 300 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 11/4') MIN. EMBEDMENT 1 1/4') IR' DRYWALL WITHIN 8' OF EACH END 8' CMU WITHIN 8' OF EACH END e' GMU t IS' O.C, MAX 5PACING, t 18' O.G. MAX SPACING. Ix4 P.T. OR 5/4'X4' MIN. I/2' DRYWALL I/2' DRYWALL SECURE THRU FRAME tEl I'X4' 2x8: ® 2X8: EXTEND-I/4' INTO P.T. NAILER SECURE TO BLOCK ❑ X4 SECURE TO BLOCK ❑ I'X4' BLOCK W/ 3/16, W/(2) 3/I6' TAPGGNS P.T. NAILER W/!27 3/16' TAPCONS P.T. NAILER TAPCON5 OR CASING (MIN. SHANK SIZE .145 1/16' O.S$. X 4' MIN, (MIN. SHANK SIZE .145 DOOR CASING IMIN. SHANK 512E .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I/4') DOOR CASING MIN, EMBEDMENT 11/4') MIN. EMBEDMENT 1-1/4' WITHIN 8' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR JAMB OR WINDOW t i8' O.C. HAX t 16, O.C, MAX t 18' 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 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" WINDOW TO BLOCK +3/4" OR +5/4" �eaars 2X4. SECURE TO BLOCK W/ 3/I6' TAPCON5 (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4') WITHIN 6' OF EACH END t 18' O.G. MAX SPACING, 2X(,: SECURE TO BLOCK W/(2) 3/16' TAPGONS IMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8' CMU WITHIN 8' OF EACH END t IS' O.G. MAX $PACING. 1/2' DRYWALL 2X8: ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/1W TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MN, HEAD SIZE 300 I MN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t IS' I MAX 5PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" ��OW TO BLOCK +1 1/2" NOTE: SHIM AS NEEDED TO PLUMB JAMB lDC NOT EXCEED I/4.) DOOR JAMB TO BLOCK +1 15/16" �D�OW TO BLOCK +1 15/16" 2X4: cm SECURE TO BLOCK W/ 3/16' TAPCCN5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END t W O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE t SECURED THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MIN. 1-1/4' WK2) 3/16' TAFCON5 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MN, EMBEDMENT 1/4') WITHIN 6' OF EACH END 8' CMU t 16, O.C. MAX SPACING. I/2' DRYWALL 2X8: ET SECURE TO BLOCK ❑ I'X4'P.T. WI(2) 3/16' TAPCONS NAILER (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END t IS' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4.) 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" E 2X4: CM SECURE TO BLOCK W/ 1/4. TAPCCNS (MIN, SHANK 51ZE .145 MIN. NOTE, HEAD SIZE 300 WINDOWS AND DOORS SHALL BE MIN. EMBEDMENT 1 1141) INSTALLED AND FLASHED IN WITHIN 6' OF EACH ACCORDANCE WITH THE FENESTRATION END t 18' OC. MAX MANUFACTURERS WRITTEN INSTRUCTIONS. 5PACING, 2X6: SECURE TO BLOCK W/(2) 1/4' TAPCON5 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END g" CMU < 18' O.C. MAX SPACING. 2X8: 1/2' DRYWALL SECURE TO BLOCK I'X4' W/(2) 1/4' TAPCCNS P.T. NAILER (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300/I6' OSB. X 4' MIN. MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END DOOR CASING t 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 I/4.) DOOR JAMB TO BLOCK +3 7/16" @NND�OW TO BLOCK +3 7/16" 2X4. CM 2X4: SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN, 1/4' TAPCONS, (MIN, SHANK 512E J45 MIN, SHANK 51ZE .145 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN W OF EACH END t IS' O.C. MAX END t 18' O.C. MAX 'PAGING. NOTE: STRUCTURAL 2X MUST BE SPACING, NOTE: STRUCTURAL 2X MUST BE 2X6: CEM ON OUTSIDE t SECURED 2X6: ON OUTSIDE t SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16" TAPCON MIN. I-1/4' W/(2) 1/4' TAPCCNS IMIN. 3/16' TAPCON MIN, 1.1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK, SHANK SIZE .145 MIN, EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. MIN. EMBEDMENT 1 114.1-LF e' CMU EMBEDMENT 1 1/4') WITHIN 6' OF EACH END WITHIN 8' OF EACH END e' CMU t 15, O.C. MAX SPACING, 1/2' DRYWALL t 18' O.C. MAX SPACING. 1/2' DRYWALL 2X8: ® I'X4' 2X8: ® 1'X4' ❑ SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER W/!2) 3/16' TAPCON5 DOOR CASING W/(2) 1/4' TAPCONS I' P.T. X 4' MIN. IMIN. SHANK SIZE .145 (MIN.'HANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MIN. EMBEDMENT 1 1/4') DOOR CA51NG WITHIN 8' OF EACH END MEMBER W/(2N2d WITHIN 8' WITHIN e' OF EACH END / IS' O.C. MAx OF EACH END t 6' TO 8' OC. MAX t 18' O.G. MAX 5PACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" TO R1 nr•x +s" /1WINDOW TO BLOCK +3 3/4" q111D_ 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 ww .abdesigngroupxom AA #: 0003325 F W h a o¢ Q aQ a a 0 0 SUHDIV. 8e LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181,003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. C - r� Q6 DAATET 02/19/24 SCALE: 1/4"=1'-0" SHEET /� D 2 PREFORMED CONTROL JOINT J' THICK, 3 COAT CEMENT FLANGE OF CONTROL JOINTS TO / PLAE Be WIRED TIED TO LATH • 1. UR¢STB LT IB AYER'4, FORTIFER O.G. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX15TS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH Ns' LEG MAY BE USED TO TEMP. FASTENED 01' (VERT.) O.C. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WRB LAYER 9, FA SPACED STUCCO WRAP , 0C. MAXBE o 1' O.G. AX VERTICALLY I FWOOD SHEATHING I \ SAP I , LATH SHALL NOT BE CONTINUOUS 6nIN.a THROUGHH CONTROL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C7063 PROVIDE 2X4 BLOGKING PLACED FLAT MAX. &' TO 8' FROMIN CONTROL TE, JOINT FALLS ON I. FASTENER6 FOR LATH TO BE NAILS OR / / STRUCTURAL STUD STAPLES IN COMPLIANCE W/ A5TM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / 3. BLOCKING 5HOlLN MAY BE IN ADDITIO% \ TO WALL STUDS REOUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD INWARp . PT. 4 ®FOLD O1. FOLD IMLARD . IT, A }.CREASE . PT.B 3. CFBASE . PT. C ® ©FOLD —Le ROOFING — DRIP E— OVERLAP 3•, EMEND I/t' MEL— SHEATHI-,MECHANICALLY FASTEN , OL. MAX. OI. POLD INWARD • PT. A ].CREASE . PT.B FOLD NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6- 0 VERTICAL LAPS (ROLL ENDS) 4 6' s HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FORTIBER SHEATHING TAPE /1, MIN, IAIm METAL LATH fX X X X I X X X METAL L47N / I WIRE, TUCGOWRAP 6' MIN PAPER LAP BELIXII ONLY / WRB LAYER 1, FORTIFIBER BUILDING PAPER I' H1N LATI LAOLn' ovt L LAP )TAPER LAP SGALE� I I/2'=I'-0' ® KIC KO UT DETAIL ® I. FOLD INWARD . PT, A a. CFEASE . PT. B 3. CREASE . PTUCHES8 O FOLD PT. C OVER B TILL PT. C TO BOTTOH FLMYaE F-- FLMIGE WATER TIGHT SEAL. FOLD, 22 tl2T CUT. J' THICK, 3 COAT CEMENT PLASTER (FRAME), IR• ]COAT CEMENT PLASTER 1-1 WRB LAYER •2, FORTIFIBER BUILDING PAPER rFRAME pu.r) WRB LATER 9, STUCCO WRAP(FRAME ONLT) LAP LAYERS CF BUILDING WRgp OVER NAILING FLAY£, 5TY-- OP LL� 9E�X.IH' ABOVE BHMGLES (FRA1E CNLYI FliN-IE CR CT1.1 6 �N �C EMERIOR \ \, i Rom^ !A ormc^Y� ,LLYSEE! L � 9x5 WALL FLASHING �Qo 3 c DETAIN FL46HIN.= (SEE 3 Ana NOTE, I15TALL 1—T FLASH1— AT BOTTOH OF RGV' F ' WALL — Ti-- TER TIGHT 6EAL )BEND OR BOLDER, DO NOT , VERTICAL LATH & PAPER DETAIL NOTE: BIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. WIRE AT INTERVALS NOT MORE THAN S'(22S-MM). 4 5 PER ASTM C1063. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANOR SPEC, OR PEEL 4 STICK WOOD 5TUr 5HEATHING BUILDING - PAPER STUCCO — gT' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 2, FORTIFIBER BJILDING PAPER WRB LAYER'), STUCCO WRAP WOOD SHEATHING 3� LAP e P PER HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CI" IU WRE LAYER •I, STUCCO WRAP (FRAME ONLY) 7' THICK, 3 COAT CEMENT PLASTER )FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z 5°X5' °L' TYPE CONTINUOUS F G:ALv. METAL FLASILINGs (NAIL TO ROOF DECK, NOT WALL SHEATHINn) GAP SHINGLE - DL NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS "L" FLASHING N.T.S. 4'x4'SELF- ADHERING MEMBRANE FLASHING (COMPATIBLE HOUSE ) MATERIAL) OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE 1' OR LESS PE PENETRATIOIPN /. CUT AND OVERLAP ONE SIDE CF ' SELF -ADHERING MEMBRANE FLASHING STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING (,'xb'5ELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE (WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EMEND ONTO PIPE ' —GUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE 5TIEF 02 FLASHING WR5 LAYER =I, STUCCO WRAP �Wt;0 LAYER 4, FORTIP15ER �'-- BUILDING PAPER METAL LATH 6'xb'5ELF-ADHERING MEMBRANE FLASHING OVER SELF -ADHERING MEMBRANE MEMBRANE FLA514ING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE —4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 'I CONT. BEAD OF SEALANT INSTALL APPROVED HOJSEWRAP AIR '.� INFILTRATION BARRIER OVER SHEATHING ELASTOMERIG COATING OVER STUCCO/ OV. FINISH (SEE TYP WALL SECTION) SE CT I ON PER SECTION R703.7 Exfeda lathing and Was[erirtg Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 926-18b. Inetallatlon of exterior lathing and taming shall comply with ASTM C 1063-19a, cr ASTM 1787. NETF,4TION DET,41L (FRAi-IE) LEGEND DRAINAGE PLANE (MRB LAYER *'I, STUCCO WR,4P) MRS LATER #2 (FORTIFIBER - - - - - - BUILDING P)4PER) METAL LATH x—x—x—x STUCCO _ MOOD OR-1/Iro° ZIP MALL SHEATHING � SELF-ADHESIVE FLASHING - NOTE: METAL LATH: LATH TO BE PER SECTION R703,11 / ASTM C10&3-20180, MIN, 2.5 LB&, PER SQ. 'WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdeslgngrou pxom AAA #: 0003325�#: 00033255 W 0 y a = W Oo N 4 u o O Q Q Q Q q 9 h 9 C n C 15 = 9 @ 9 0 A SUHDIV- & LOT- ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C A: A No DINT 0219 24 : / / SCALE: 1/4"=1'-0" SHE�ET/T 1/(1, V Y 1 /�\\\\ LlI INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(6)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 _ X SIDE5 ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT X WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINT5 AND INTER5ECTION5 - ' APPLY SEALANT AT PERIMETER OF BACKER ROD _- - \' S,!- NON -MOVABLE FRAME AND STUCCO / - -- ON ALL SIDES, Y4' CAULKING a JOINT ALL AROUND I PER SECTION R703.7 Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. F11 �- I Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, r orASTM 1787. WRB LAYER "I, STUCCO WRAP i HOODED VENT X THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (IURB LAYER *I, STUCCO UJRAP) LRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH X—XXX STUCCO _ 7- WOOD OR 7/1/o" ZIP WALL E' SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM CIOro3-2018B, MIN, 2,5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP a 51DE5 SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP S 6IDE5 (B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' F PIPE THROUGH WALLi / ' 6' SELF ADHE51vE FLASHING CIN5TALL PER MANUF. SPECS) % BUILDING PAPER UNDER 'QUICK FLASH' L-)VENT PENETRATION �/ SCALE: N.T.S. LAM" It.' v 7 cIvt STUCCO SCRATCH COAT 8 1 GOAT OF PAINT UJ/BAGiG- ROLL PRIOR TO ELEC. METER INSTALLATION :. METER FIELD =Y LOCATION Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIG ISOCYANOTE-POLYBLEND FOAM " "'—" )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O 5CRATCH GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING HOU5EWRAP BELOW APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTI ON5 5TE P *'l STEP #3 WOOD 5HEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CON5TRJCTION��FINISH m WOOD FA5TEN TO WOOD STRUCTURAL MEMBER m T' O.C. MAX 5, CMU Ye' TO &' MID -WALL - U1EEP SCREED zQ _ L� �W WIDE 5TR1P SELF ADHESIVE FLA51AING, GLEAN MASONRY BEFORE APPLYING TEXTURED RN15H ® MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 6' WRB LAYER "I, STUCCO WRAP CUT 'X" INTO U,/, SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 &TEF #2 WRB LAYER '7, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER �TEF -4 EL,45TOMERIG COATING OVER 5TUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 57Efi #5 57EF #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA p: 0003325 W o a � � w � a m W o C• a 4 F 0 C C C C O SUBDIV. & LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C RiF}b Afl IACRA Rr O A370 3.0 HRiNT 02 19 24 DATE: SCALE: 1/4"=V-0" SHEMAE��T� VV /� 2 LEGEND DRAINAGE PLANE (l.URB LAYER #1, STUCCO IURAP) WRB L,A't'ER #2 (FORTIFIBER — — — — — SUILDINGc PAPER) METAL LATH x—x—x—x STUCCO _ T WOOD OR 7/16" ZIP WALL f;l�TTT%'T SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO SE PER SECTION R703.7.1 / ASTM CIOG 3-2018B, MIN. 2.5 LSS. PER SQ. -T-AR[-,) (UTILIT`T' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1/ 2 1/2" I/ CORNER BEAD (FASTENER 4 SPACING e 'I" O.C.) - CMu 1/2" THIC<, 2 COAT CEMENT PLASTER APPLIED —v DIRECTLY TO MASONRY 14B CORNER BEAD C ELOC]K 1441 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdesign grou p.co m AA #: 0003325 F w a � � a m w � o �Q?� m Q o a 2 Q m C C C m v A SIJHDIV. &a LOT- ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT* 04181.003-28012 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCH STANE OF I ROA AI�CRA AR NO 93723 PRINT DATE: 02 19 24 SC ALE: 1 /4"=1' — 0" SHE�ET� �� G V A3 LEGEND DIRAIN,4GE PLANE (LURE LAYER 01, STUCCO URAP) WR5 LAYER 02 (FORTIFIBER — — — — 51JILDINC; PAPER) METAL LATH x—xxx STUCCO WOOD OR -1/16" ZIP WALL SHEATI-IINCs SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R703.7.1 / AST(" I C1003-20155, MIN. 2.5 L55. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD GONSTRJCTION \ BEYOND V WOOD SHEATHING WEATHER RE5ISTIVE BARRIER .1 WEATHER RESISTIVE BARRIER 2 X T Y' LAP SIDING / / \ W16' REVEAL 6'5ELF-ADHERING FLASHING 6' 5ELF-ADHERING 4 ---- FLASHING 6 \ f 'J WEATHER RESISTIVE BARRIER 1 STARTER STRIP / \ \ \ WEATHER RESISTIVE BARRIER 2 DO NOT CAULK OR 6' SELF -ADHERING SEAL OPENING I _ / FLASHING GALv'D METAL \ _ - GALVD METAL 'Z, FLASHING 'Z' FLASHING --- - DO NOT CAULK OR I Y.' X 6' SIMULATED _` SEAL OPENING WOOD TRIM MEMBER - STUCCO CASING BE D / �� \ / Y' X 6' SIMULATED - WOOD TRIM MEMBER SEAL GAP W/CAULKING / K\ OR APPROVED SEALANT s- STUCCO CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER •I (HEATHER RE51STIVE BARRIER 2 ' X l Y' LAP 51DING / 6' SELF -ADHERING Ul/6 REVEAL OR / I FLASHING BOARD 4 BATTEN / _ I 6' SELF ADHERING 6 `\ ARiRHERR RESISTIVE FLA51-11 I B STARTER STRIP / \ \ \ \ WEATHER RESISTIVE / BARRIER 2 DO NOT CAULK OR I I \ \ 0/ 6' 5E LF-ADHERING SEAL OPENING I _ / FLASHING GALV'D METAL \ - S I GALV'D METAL W FLASHING 'Z' FLASHING --- DO NOT CAULK OR HARDIE TRIM PER _ �- SEAL OPENING ELEVATION STUCCO CASING MEAD —_ / _ - / HARDIE TRIM PER ELEVATION - \ SEAL AlGW/CAULKING -- / OR APPROVED SEALANT "- STUCCO CASING BEAD SIDING TO STUCCO BLOCK TO FRAME �n� TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y a x 4 �00000�, tE A 0 = p 0 ® 61 F' m A 9UBmv. & LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CV q, l ROL AND A. ASPUCHACRA, 6 AR NO WU3 PRINT 02 19 24 DATE: / / SCALE: 1/7=1'—o" SIMEn1T r U i� A 4 AVAILABLE SIZES MOUNTING 6' AND IS SHOWNIN4'GALVANIZED CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY ALIGNED. VENT IPPE S SEALED F UTL ZED. NAIL IN PLACE USING IA NAILS AT EACH CORNER. ROOFNGCEMENT SHOULD BE APPLIED TO ALL SH NGLE EDGES NEAR TIE PIREPANATON OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUt OUT THE GOOSENECK VENT OPENING IN THE ROOF RECOMMENDED IN SEVERE WEATHER COASTAL - HEATHN G. SIZE THE OPENING IN ACCORDANCE WITH THE CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS CONSTRUCTION-FE. USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PI PING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. FITTING REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAVA FLAT TO THE ROOF SHEATHING, SLIDE THE TOP AND SIDE LOW THE BCFTHEVENTUP AND ANGES TO I- SHINGLES. ALLOW THE BOTTOM VENT FLANGES TO LAV ON THE TOP OF THE SHINGLES, FE D� ROOF HOOD VENT DETAIL SCALE: NTS TEMPORARILY FOLD -UP 1 SEC HOUSEUI AP !O CUT HOJSELRAP TUCK FLAP UND AT 45' ANGLE .1 HEAD I 135' MODIFIED 'I' CUT -- IN HOUSEWRAP LINE OF WINDOL ( I.. OPENING FOLD HOUSEW IN AT JN'1B9 T i I,Ij) Ijl APPROVED HOUSEWRAP 1 OVER SHEATHING OVER WD STUD WALL 1 SLOPE SILL R I STEP 1 INSTALL 6' SELF-ADHE FLASHING C NAILING FL. JAMBS EXTEND FL 1' EELOU 51 FLEXIBLE F DO NOT SE. FIN NSTALL 6' SELF-ADHE `LASHING C VINYL HEAT FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I' BEYOND J. =LASHING NSTALL VIH CAP ASPHALT PLASTIC CEMENT MOLDED AROUND BASE OF PIPE AND OVER RANGE ALl— FLASHING W/ IN EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGE5.(CAP NAILS. STAPLES) INSTALL DUPONT FLEXIURAP AS TH FLASHING AT THE FOLD DOUIN DIAGC AGRO WINOC ASPHALT SATURATED FELT SHINGLE COURSES LAID OVER UPPER PORTION OF FLANGE PPE NEOPRENE BOOT PLUMBING VENT DETAILS SCALE: NTS 1PPLY As' NOM.— :ONTINUOJS BEAD )F SEALANT AT AIB9 AND HEAD 4-PLY TO BACK R 11NDOW NAILING LANGE IN LINE W/ CHED IDLES OR SLOTS, VIDE 4DHE5IVE - EXIELE FLASHING IVER DRIP GAP 'ECTO-WR4P EQUIV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) 5C,4LE: NT5 STEP 4 STEP 9 FLASHING OVER JOINT VALLEY CENTERLINE --VALLEY FLASHING NO FPBTNERS WITHIN HEAVIER FELT MOF CENTERLINE EXTRA FABTNERE IN UNDERLAYMENT I END OF SHINGLE EXTEND END SHINGLE ASPHALT AT LEAST - BEYOND ROOFING VALLEY CENTERLINE CEMENT CORNIEDER OFF C CORNER AT OB DEGREES SHINGLES TRIMMED YBACK FROM VALLEY CENTERLINE NOTE; I. IT 15 THE CONTACTORS RESPONVISILTY TO VERIFY ROOF VALLEY DETAIL THECL)RAP,BILITY�ALLPRODHERINGGLN°LNG THEPOUCCRAP, SEALANTS A LPRODUCTSIN SCALE: NTS FLASHING MATERIALS USED DURING CONSTRUCTION. 7. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE" CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW In'3 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR 5CHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH E"IDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 051 FSU (01 EQUAL SEALANT e WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-S6 OR EQUAL). SLOPE SILL TO EX NOTE: I. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS r SELF -ADHERING FLASHING MATERIAL5 USED DURING CONSTRUCTION. 1. FLASHING AT EXTERIOR WINDOLLS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FBC R10B.4 I.I IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS. DARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www abdesigngroup.com AA #: 0003325 F will W � Q Q r J W � FS zz a o a o. T IN W C M C C � C Q� 'T B a U c 0 9C� A 9uBmv. & LAT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT/ 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPFVIU. C /i 2x6 SUB -BAND �I W/I"x4" NOTCH END, WRAPPED IN N PEEL $ STICK METAL FASCIA WRAF i DRIP EDGE I I ' T/8" TEXTURED _ g FINISH a WOOD 2Xe, &U5 BAND 1/2" TEXTURED FINISH a CMU / METAL FASCIA WRAP Ys" FROM ®f=L AN E5 STUCCO, I" FROM WOOD WALL WALL EXTERIOR (FRAME OR CMU) NOTE: NOTCH FOR 2X& ` SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \` ROOF DECK(BEYOND) DRIP EDGE, I" OFF WALL NOT INTO STUCCO) IT/S" TEXTURED FINISH a ` /WOOD, 1/2' TEXTURED / FINISH a CMU 2x6 SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL d STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ®FLAN A 1/8'TEXTURED F INISN m WOOD 1/2' TEXTURED FINISH m CMU METAL LATH WOOD SHEATHfNCs :;)R CMU WRB LAYER "i, STUCCO WRAP(FRAME ONLY) WRB LAYER -2, FORTIFIBER BUILDING PAPER ,'FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2"x4'x4'-O' SCABBED TO TRUSS W/126 NAILS &"-S" O.C. MAX. 2x SUB -BAND W/Y"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL CaO WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IJ/2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN- Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2°x4" NOTCH a END, WRAPPED IN PEEL 4 STICK tROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"07S FAX: 407-774407E www.abdesigngroup.com AA #: 0003325 w � a � o � � Q m z p � a y O o � o a Q o 0 o= Q e a a 0 ul 04 0 N x o� 00 UU SUBDIV. & LOT4.14 ABBOTT PARK LOT #28 BLK: I PHASE: 3 PROJECT# 04181.003-28012 MODEL• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH FV. C a: I RIECAAR A. N0 OUCHACRA I PRINT DATE: 021924 / / SCALE: 1/4"=1'-0" SHE�E��TT UV A6 - -T FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-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. 1 1L13INDICATES.#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 i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 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 TE-1 8" SEE PLAN 10" - (2) #5's FM-121(16 12' CONTINUOUS 16" (2) #5's FM-12x20 12" CONTINUOUS 20" (2) #5's FMC-12120 12, CONTINUOUS 20" (2) #5's - VARIES F-2424 24' 24' 12' (2) #5's (2) #5's (-)0, 4" TF-12X12 12" CONTINUOUS 12" (1)#5's (-)0'-41/2" SEE DETAIL 12 ON SHEET S1.1A FOR EXTENDED FOOTER FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 467-774-4078 www.abdesigngroup.com AA #: 0003325 J W w o � $ _ 0 �p Q Ap8p Q ¢ pp Q pp Q Qp Q 9 m 0 c 0 W A svHD2v. & LOT ABBOTT PARK LOT #28 BLK: I PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALL" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C AA NO rsciar-` DATE: 02 19 24 SCALE: 1/4"=1'-O" SHEET s i 30 MIN. EACH WAY MONOLITHIC FOOTING - IN GROUTED STEELREIPLAN FOR CELL SEE PLAN FOR SIZE AND z a STEEL REINFORCING IN GROUTED— - CELL SEE PLAN FOR SIZE AND SPACING - P - _ AGE DOOR SPACING REQUIREMENTS -p - REQUIREMENTS RECESS e a 0 ¢ CORNER BARS SAME SIZE AS LARGER BAR w a" o " o - B" CMU WALL IN FOUNDATION WITH 30 LEG EACH " m w 8 CMU WALL m Y I WAY AT ALL CHANGES IN DIRECTIONS a° � +_ 0'-0 - I SO THAT THE STEEL REINF. IS CONTINUOUS 0'-0" " - TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS , OUR FOR 70P OF SLAB 1 °-� I CONTINUOUS STEEL MONOLITHIC MASONRY C UNITS SET SEE SLAB SCHEDULE, BAR SIZE 48 BAR DIA. a - VARIES ° (.L TOP OF GARAGE SEE SLAB SCHEDULE FOOTING REINFORCEMENT SEE SCHEDULE >V, AT ELEV: EXT. PORCH SLAB W/ 1/2" ISOLATION 4 CHAMFER (I -STORY) 0 6" CHAMFER (2STORY)#3 18" EXT. PORCH SLAB 4" CHAMFER (1-STORY) ° JOINT (WHERE #4 24" W/ 1!2' ISOLATION ' 6" CHAMFER (2-STORY) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) SEESCHEDULE #5 30" JOINT (WHERE -. •= • SEESCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST FOR W 0, BAR SIZE APPLICABLE ) z_ c FOR wx0, BAR SIZE NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO ' AND BAR QUANTITY #6 36 a AND BAR QUANTITY #' 42' MONOLITHIC FOUNDATION RECESS AROUND GARAGE r�1�EXTERIOR MONO -FOOTING (_�EXTERIOR MONO -FOOTING CORNER BARS DETAIL DOOR OPENING 2 q 3 4 SCALE: 3/4"=1'-0" @GARAGE SCALE: 3/4"=1'-0" SCALE:3/4"=1'-11 SCALE: 3/4"=T-0" LAP TOP PLATE A MIN. OF 48'' LAP TOP PLATE A MIN, OF 46' AND NAIL WI 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE NEW AR a a No 2 B �SOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED Wg2- PART PLATE 1/'Z"x9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. 2" CAPPED a g EPDXY. MIN. EMBED PLPAAOENGDSINGEPLANS TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH R SE STRENGTH PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO GALVANIZED PIPE d FOLLOW ALL MANF. EPDXY EMBED. MIN. @ 16" OC SLAB W/10d MASONRY NAIL 12" 0/C STAGGERED. W/FLANGE BASE i w a SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX_ / ADDITIONAL METAL USE AND # BTM AND TOP PLATE CONNECTORS NOT 4 z PREPARATION OF ANCHORS W/ 10d x 1 12" REQUIRED WHEN NO HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w UPLIFT IS PRESENT, SECURE FLANGE TO SLAB W/(4) 1/4"X21/4" x 3' r-SEE SLAB SCHEDULE _ rSEE SLAB SCHEDULE TAPCONS+_TOP CHAMFER (1-STORY)6 OF SLAB a , ' TOP OF SLAB4 CHAMFER (2-STORY)-0EQ. %EQ EQ. SEE SCHEDULE EQ. SEE SCHEDULE FOR -0, BAR SIZE FOR W D, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION (INTERIOR CURB FOUNDATION WOOD WALL Q CURB FOUNDATION WOOD WALL SCALE -"=T-Y' (W/ UPLIFT) /INTERIOR _ (1)#5 REBAR VERTICALLY W/CONC. POURED CELL U CMU - #4 REBAR @24" O.C. @ CENTER OF LAP TOP PLATE A MIN. OF 48" 4. e w -- SLAB AND NAIL W/ 16d COMMON f—STEEL REINFORCING IN GROUTED a NAILS, 2-ROWS, 4" O/C BTM VERIFY HEIGHT OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ o LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING - PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE a a - BTM. PLATE TO BE PT. SECURE BT. PLATE TO 5 F ° - PROVIDE DEL. TOP PLATE SLAB W/10d MASONRY NAIL 4" CONC., REINF. Wl I 12" 0/C STAGGERED. ADDITIONAL METAL `; y r F 6"x6"#10 WWM ON ~ 6-MIL POLY ETHYLENE I CONNECTORS NOT S 6" CMU WALL w - VAPOR BARRIER ON -IFREQUIRED WHEN NO POURED LINTEL CONT. (TYP.) 1.-011 r WELL -COMPACTED UPLIFT IS PRESENT. - I'I +- 0'-0" ., o., 8 CMU FILLED CELL (TVP.) CLEAN FILL TERMITE TREATMENT SHALL BE - - TOP OF SLAB 2X WALL FRAMING � a BORA-CARE SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO (2) CONT. #4 REBAR OF SLAB "ISOLATED COLUMN PADCENTERED GROUTED CELL, 4" FROM ENDS AND a I'TOP UNDER WALL AND16OCVERTICALLY Lie MAX V ° (2)#5REBAR ONCHAIRS -paPOURED MONOLITHICALLY WITH --FOUNDATION AND SLAB 2,000 PSF VIRGIN SOIL OR 95% SEE scHEDULE 12' MIN. DEPTH INTO z COMPACTED SOIL BEE SCHEDULE FOR-1, BAR SIZE FOR MID, BAR SIZE AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL � � AND BAR QUANTITY AND BAR QUANTITY I Z777777 SLAB HEIGHT LESS THAN 3'-6" PER PLAN COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO EXTERIOR MONO DEEP INTERIOR FOUNDATION WOOD WALL 9 ^ FOOTING AND COL. PAD BLOCK WALL CONNECTION FOOTING W/ BLOCK WALL I 'y l 'G SCALE: 3l4"=1'-0" SCALE: 34'=T-0" (NO UPLIFT) SCALE: 3/4'-1'-0" l / SCALE. 3/4'_ �/ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdes ign grou p.com AA #: 0003325 F W a � C Q m i a g 0= p 8 9 9 O IL SUBDIV. 8c LABBOTT PARK OT #28 BLK: 1 PHASE: 3 PROJECTiP 04181, 003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C NO PRINT 02 19 24 DATE: SCALE: 1 /4"=1'— 0" SHEET Sl IA - __F 14'-8" 101-01, IL--1I IL IF] �a cV O �2 o? QD c? c? o? 3" La 2--4" 3'-6-' DOWEL PLAN SCALE 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www bdesigngroup.com z% # 0003325 rg rSUBIDIV. & I ABBOTT PARK LOT#28 BLK:l PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN V160 MPH EXP. Qj F'PRINT 02/19/24 DATE: SCATM: 1/4"=1'-0" SHEET S1.2 /�— TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM —4, VARIES PER ELEV. a z I al r 1{ a I OUT REQUIRED FOR INSPECTION m a to FIN. FLR. TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK / BAR SIZE 48 BAR DIA. #3 18" w #4 24'' M'o #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE. 3/4"=T-0" STEEL REINFORCING IN GROUTED g CELL SEE PLAN FOR SIZE AND d a SPACING REQUIREMENTS mw U _ i o 8" CMU WALL n m� TOP OF SLAB ,. u TOP OF SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4' CHAMFER (1-STORY) #3 18 W/ 1/2' ISOLATION 6" CHAMFER (2STORY) JOINT(WHERE • #4 24" =� — APPLICABLE) z MATCH STEEL #5 30" 6"PCHASE f REINFORCEMENT PER SCHEDULE � 36" 6" PVC CHASE THRU FOOTING THRUVC FOOTING � #T 47 SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR W%D, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE:-"=1'-." #5 BARS ED m CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 314"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-774-4078 www.abdesigngroup.com AA #:.0,3326 E: W y ¢ � a c z � MEM �pQ � O G Q Q p� ¢ p� Q O 0- B p 0 61 4 SUBDIV. 8e LAT- ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 02/19/24 SCALE: 1/4"=1'-0" SHEET S1. 2 A I I 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'). 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 HILT] X-ZF, POWDER ACTUATED FASTENER, ZIP 72 RBS36, A 77" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM T-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / TO.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (f. SIZE ZH, REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) tf5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ..--row-------:,--- ------.-- .a,.—�,„� Wa 8F16-1T/OM/OB 8F16-1T/OM/OB 8F16-iT/OM/013 _ a a og 9 71 a x o-a 41 %, ,f g 5 � ' S g � I i k g g 5 4 k g � � G o � g UNO, PROVIDE B61 WHERE--,"s ROOF TRUSSES BEAR, TOP ! OF WALL EL. 8'-0", UNO g � III aI 41 g � g `z 8RF14-° 1T/0M/OB �- 9 a N, 3 g % — a @ 8RF6-iT/0M/0B. e 8F16-1T/0M/0B I w. ua --—— --w. as---- ---.--`¢e----zk� �_"-mn mw————————————— ———— uv 8Fi6 MIN-1T/OM/iB 1 T-4" BTM. OF LINTEL @ 7'-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,a bd esign gmup.com AA#: 0003325 116 y � o � z 4 a a Q e Z m A svaDly. sLOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 M0DET_ 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C T• ST O FL IDA ppp(( / c F%%3kh 4 f �� RODS A ABOU¢HACRA AR NO 23 PRINT DATE: 021924 / / SCALE: 1 /4"= V — 0" SHEET S2 _ #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM - VERTICAL REBAR W/ 101' HOOK l 17OF 7�BQNDBEAM BA CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1' 0" NOTES TO THE INSPECTOR/CONTRACTOR TYP B'X6' m t_1#5 L� 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1� 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACH EVE THE REQUIRED BEARING PLACE STEEL HEIGHT. pFV 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 - - 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. &'x16" pJE 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL JS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL s„ 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / / ` F6F`�� 8x16 DEL. BOND TOP OF BEAM W/(1)iR56AIR - - BONDBEAM EACH COURSE 8x8 BOND BEAM TOP OF OQW/(1)#5 BAR -°.� BOND BEAM S�pF F=FILLED W1 GROUT UNFILLED GROUT SOLID FROM OPENING NOMINAL LINTELTO TOP OF BONDWIDTH /#OF COIN E BOND BEAM, IFFILLED LINTEL.#5 1 BEAM COURSE SEE NOTE 5 0 QRE4 NO8 8 PRE -CAST CONCRETE 9y M�REo 16-1 T/ 1 M/ B LINTEL W/ BAR LOCATED PER MINAL' HEIGHT # OF #5'S, TOP BEAM SCHEDULE - MASONRY IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE BEAM DESIGNATION THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM L SCALE: 3J4"=1'-0" AND XFXX • 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT TOP AND XUXX- iT/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - iT/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1O 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT PRE -CAST "3 1d4" 2x6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW .._G.: __ _ Q SIZE. 145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 114") 8" - SLOPE FROM EACH END AND 18" O, C. MAX. MIN 1-1/4" in EMBEDMENT 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE 145MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114'' MIN, 2-12d PER BLK. EA. END ' EMBEDMENT '-7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL n SILL CONSTRUCTION ARCHWAY FRAMING DETAILS `5 SCALE: 3/4" = P-0" r— SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE 3/4"=T-0" 1441 N. RONALD REAGANJBLVDLONGWOOD, FL 327PH: 407-774-6078 FAX: 407-7744078 www.a6designgroup.c AA #: 0003325 W Z W C U �pp1 2 m 4 SUHDIV. ac LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C # 8� R.OLAN(d AU CRA R NO 123 go DATE 02/19/ 44 SCALE: 1/4"=1'-0" SHEET S2.IA "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUS 8/8-0B /16-lT/0 /20-1T/OB /24-1T/OB /28-1T/OB /32-1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818-1T 8116-1T 8/20-IT 8124-IT 8/28-1T 8/32-1T 8/8.1B 8/16-1T/18 /20-1T/1B 24-1 T/16 /28-1T/1B /32-1 T/1B 8/8-2T a/16-2T 8/20-2T 8124-2T 8/28-2T 8/32-2T 3' 6" PRECAST 1436 952 3114 4217 5321 6426 7531 3'-6" PRECAST 689 1024 3'-6" PRECAST 1569 3524 4394 5263 6132 7001 2465 6113 6385 7708 9031 10000 1569 3524 4394 5263 6132 7001 4-4- PRECAST 1065 700 2305 3125 3945 4765 6587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5325 6079 1961 6113 7192 6624 7627 8751 1363 3060 3815 4570 5325 6079 4' 6" PRECAST 819 533 1770 2400 3033 3666 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 8752 6541 7585 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 2838 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1161 3693 5877 6036 6548 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 1139 3227 4598 7054 10000 8825 835 1868 2329 2796 3251 3712 T-6" PRECAST 570 938 2498 2205 2698 3191 3685 T-6 PRECAST 303 534 T-6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'4" PRECAST 428 633 1593 2204 2481 2818 2621 94 PRECAST 192 384 9'-4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 308t 4099 4899 572 1318 1643 1969 2164 2519 10'-6" PRECAST 388 487 1247 767 1904 2163 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 356 468 612 755 899 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1989 11' 4" PRECAST 330 544 1312 1742 2252 2868 3630 11'4" PRECAST 132 417 11' 4" PRECAST 430 406 530 653 777 872 544 1312 1742 2252 2868 3552 466 1042 1372 1643 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 587 698 783 507 1210 1596 2048 2586 3171 440 940 1300 1660 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 360 443 526 609 390 978 1272 1606 1950 238s 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14 8" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 626 746 865 458 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 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 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 187 326 365 451 587 sao 300 856 1121 1413 1739 2047 192 506 720 501 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 1168 1468 142 373 537 690 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0„ PRESTRESSED N.R. 116 22'4' PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'4" 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 124 319 455 581 687 793 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD RFAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 F w �Q a o z F Q m 9 M a o e= a o s e 4 3UHDIV. & LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CAL1" GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH WR C CH C AT OF I, LO I& �� In LA 3PCRA NO 93 3 DAF`PRET 02/19/24 SCALE: 1/4"=1'-0" SHEET S t e 2 A Ii% r r— — FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d SCHEDULE. COMMON NAILS & SECURE TO BM, W/ 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE SIMPSON LTA2 OR HETA-16 USED TO h 9 BRACE TOP OF WALL. MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH ✓� v U U U MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS �r. _- - ii _ __ — . ARE TO BE GALVANIZED. CJ1 II EJ7 II I CJ1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. II a II u n II II II II II II a �O II n It - CJ3 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE o CJ3__ I) II - 11 II II II I 1 II CONCRETE LINTELS. It 'I II ATTACH W/ 1 LONG 2x SCAB TO II i' II u = = J CJ5 7- BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CJS _ = TRUSS W! tOd NAILS 6" O.C. CLEAR SPAN OPENINGS. 14" FROM EA. END) 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 1,18 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE A14G SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE — - FRAMINGSCHEMESHOWNWILLCLOSELY PARALLEL FINAL TRUSS DESIGNERS - TA12 _---I—_—_ LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND 6 APPROVAL. 10. PLACE 2xM4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES �A10 SECURE 2x EMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 PSS36_177"°x27/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END .1 �AB -F UNLESS OTHERWISE SHOWN DIFFERENT. 11 1 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. A4 T T — 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. TRUSSES IQ6; DRMAX. PRE -FABRICATED ROOF —T= TRUSS MANUFACTURER/ ENGINEER NOTES:- 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE'I FABRICATED W/ A 2x68TM. CHORD (MIN) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS — - T— - - — T - — - —j" _ — 1• _' — —(' - — WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. TRUSSSCCOMPANY / ENGINEER IS RESPONSIBLE FOR ALLTRUSSTO Q =—_ _—_— —_—_ _� NNE 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. iq MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 53.1 --IA1A 22"xsa° ATTIC ACCESS___==__ I I I I 5 LA9 I A„ q� I 1A _A13 =—_ --= L_—_ 53.1 A15 S3.1_= qm �FiJ FRAMING PLAN SCALE: 1 /4" = V-0" Q 0 U 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W rc O a e C 4 SUHDIV. & LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{l) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE ' NAILS TO TRUSS N # 1100 UPLIFT 1Od T ON H7SM20 W/10) TO B42) SIIMMPSON ROOFANALUFLOOR HETA16 TRUSS ANCHOR WITH OR WITH TRUSS ANCHOR WITH TRUSS AN NOTE: APT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1/4" 1/ SHEATHING (12) 16d x 1 z"NAILS TO TRUSS (9) 10d x 1 z" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE, VERTICAL GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL APPLICATION OR WRAPS OVER MINIMUM CONCRETE O/C TO FACILITATE ONE -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE APT SYP #22" x 4', (16) 10d x 3 a' NAILS TO GIRDER AND CONJUNCTION WITH ,.1' ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (7) 1/4" x 2-1{4" TITEN SCREWS TO CMU. HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3" (2) SIMPSON HETA16 TRUSS ANCHORS O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 tOd TO TRUSS AND (A) 1/4" x 2 114" WITH (12) 16d x 3 q' NAILS TO GIRDER. ADDITIONAL PLY MAX. TO _ A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. - _ WITH (4) a" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL lx2, 2x WOOD FASCIA -_ }'x 2 �` TO GIRDER SEE ARCHITECTURAL -_ - _ - B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH __ 2x SECURED W/ (3) 16d ENGINEERED WOOD TITEN HD TO CMU AND (18) SDS "x GAILY COMMON NAILS. TRUSSES @ 24" O/C, tx2, 2x WOOD FASCIA GIRDER 1x2 SECURED W/ 10d - - SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS -_- -- FOR REVIEW ---'— AND APPROVAL 12" O/C / 2x SECURED W/ (3) 16d NAILS. 2 x 5'TITEN HD TO CMU AND (18) SDS J" x 3" ( ) tx2 SECURED W/ 10d lx2 SE URED MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM lC// 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) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF GIRDER CONNECTOR(S) 6GALE:3/4"="°" 2a 2b 2c SCALE. 3/4"=1-a 3EMBEDDED GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND _ SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ FA � TRUSSES WHERE LSTA12 20 GAUGE Al2 TRUSS (DIAL. BRACE TO X-BRACING IS PRESENT AT W/ 2 HAG NAILS COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING @ EACH END. TOTAL OF 10 SEAMS) PER ELEVATION 0'-0" TO 30'-0" (1) "X" BRACE FLOOR 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. 5-0" MAX (W/ix4) oR ffi MAX "w m) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" * FROM CENTER TO END. WASHER SET IN HIGH Kip 2x WOOD FASCIA, STRENGTH EPDXY 6" PER ELEVATION -- - 1x4 DIAGONAL SEE ARCHITECTURAL MIN EMBED. AT 32" OC PRE-ENG FLOOR TRUSS BTM. CHORD PRE-ENG GABLE TRUSS / SEC URE GABLE TO8" 5/8" GYPSUM BOARD OR 1/2' HIGH x BRACING, SEE . P.TPLATE W/12d's 8" STRENGTH CLG. BOARD PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS P.. ER OCMAX SECURE TRUSS TO TOP PLATE w/ (2) ri�HTT4 a REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) l0d's @ EACH TRUSS ' TO BE INSTALLED @ t� W/ 5/1" A.B. WITH BTM. CHORD OF - 10'-0" O.C. MAX. DOUBLE TOP PLATE / MIN, 7" EMBEDMENT T WOOD ROOF TRUSSES TO SLAB & (18) 16d x 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SE EBEAM PLANS FOR SPACING. SINGLE ON SLAB BOND REED. BTM. PLATE TO BE PT. -- i SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE - - SLAB W/tOtl MASONRY NAIL PROVIDE BLOCKING 12" O/C STAGGERED. -� 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER ADDITIONAL METAL 12" GYP. WL BD. - _ MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF OT CONNECTORS NOT _ • ! • • _ 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN REQUIRED WHEN NO UPLIFT IS PRESENT. - COMMON NAILS AT EACH CHORD INTERSECTION 7YP. BTM. CHORD BRACING BLOC �� K WALL W/ GABLE END �GIRDER/WOOD POST CONNECTIONS scALE:3/4"=r-o" SCALE 3/4"=r-o" PRE-ENG'D TRUSS TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE (FLOOR `*J SCALe3/a"=1'-°" (NO UPLIFT) NOTCH DEPTH 1WD HOLE EDGE-5/6" USED SO LONG AS THEY CONFORM TO THE l / HOLE DIAMETER <y5'C SGL. STUD FOLLOWING OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND 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 ol SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS SCALE. 1 1/2"=1'-0" scALE:3/4„=r-o" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h q Q m V W F r o � aQ a a4 a e INO 9UBMV. 8e LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL• 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C E ROLAND A AB C ACRA AR NO 3 DATE:r_pm02/19/24 SCALE: 1 /4" =1' — 0" SHEET S3.IA . II I _.. - T I I i _— - 1 1 1 - — - _ - I - - i r Ilill(f19 fifplyfgS NAIL SHEATHING TO LADDER VTCR OR MTS-12 SPACING (1) AT IIIIIBIp1 EDGE PER SCHEDULE CONT LADDER EDGE VTCR OR MTS-12 EACH END AND 6-0" O.C. MAX. 2X4 LADDER AT 16"O/C W/(2) 16d NAILS 8" O/C TO / 1 F2X4 TOP CHORD OF TRUSS 2X4 No.2 SYP DIAG /(2) BRACE W/ (3) 12d @ EA.\ TRUSS (DIAG. BRACE TO \� Ag1p41111 COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 2XSUB-BAND— �- �, �/ IIIIIIpgp I I 9p91EIiBY 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS I (1)"X"BRACE®CENTER STIFFBACK AT ALL o � (2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10" HIGH 7 FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, HEA HI G, SEE"ROOFAVALUFL OR SHEATHING FASTENER SCHEDULE" SEE TYP_TRUSS CONNECTOR DETAIL FOR STRAPPING INFO . �+ \ SIDE VIEW /� 1 x2, 2x WOOD FASCIA - CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. _ - TRUSSES @ 24" O/O, 1x2 SECURED W/ 10d - SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT 2X4 RAT RUN 12,O/C = ANDAPPROVAL SECURED W,(2) 12d's@ PRE-ENGINEERED BOND BEAM - EACH TRUSS VALLEY TRUSS CONNECTION SMASONRY EE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE N.T.S. �_ W/ HIP RETURN PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" C-C. (AT 8 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) 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) l0d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdes igngrou p,com 16- AA #: 0003325 F w y a � � a a m O G ¢ a ¢ p�p ¢ =n 9 a m 0 a a F z q SUBDIV- & LOT: ABBOTT PARK LOT #28 BILK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 02/19/24 S C ALE: 1 /4"=1' - 0" SHEET S3.IIF i T. I — I _.T ___FF_—__ I II I. __.r_ I I I I I I I I-.____ _- cASLE END - GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33tC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL,ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES& STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2023, 8th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. ED = 1100 PSI AND A MODULUS OF 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 BERATED TO RETENTION LEVELS OF 0,25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2023, SIT 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 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLABON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD-non-Poncurrent 10 psf BTM CHORD -non-concurrent DEADLOAD DEAD LOAD 15 pof TOP CHORO 20 psf TOP CHORD (7 psf III/ ASPHALT SHINGLES) III 0 psf w/ No GYPCRETE) op f BTM CHORD 5 psf BTM CHORD DEAD LOATO RESIST WIND UPLIFT10 sf WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE 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" CC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25•' #6 BAR - 36" #5 BAR - 30" #7 BAR - 47' PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION'., AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88'. 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT H—K wP Roof 1, p BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF WIND DESIGN PRESSURES STAIRS LIVE LOAD 40 psf WIND DEAD LOAD 3- 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 SPEED =160 MPH SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL NET (GROSS) ASCE 7-22 (ASCE 7-22 (FBC R2023) EXPOSURE C, RISK CATEGORY II) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ZONE 1 = -36.47 ESP (-46.47) ZONE 2=-55.43 ESP (-65.43) 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 ZONE 3=-64.91 ESP (-74.91) 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 VEHI VEHICLE GARAGES'. 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION "A"= 4'-0" END ZONE DISTANCE 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA BASIC WIND SPEED: 160 MPH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. EXPOSURE CATEGORY: "C' 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 RISK CATAGORY: II 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 APPLICABLE INTERNAL 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. PRESSURE COEFFICIENT: +/- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH. ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-22 COMPONENT ROOF DIAPHRAGM ROOF/ WALU FLOOR ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM GRADE fm=2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z" STRUCTURAL SHEATHING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL . S RUNNING BOND UNLESS OTHERWISE NOTED. LAV-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE LAY-UP ALL TRUSS TO TRUSS CONNECTIONS. EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SHEATHING 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 ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 19/32" STRUCTURAL SHEATHING EXP 1 (40J20).(SEE TABLE FOR FIELD WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ETAIL GO DE FASTENER SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION ROOF SHEATHING GABLE END FRAME USE 10d RING SHANK GUN TO CONSOLIDATE GROUT. NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W11N 4' OF NAIL REQUIREMENTS GABLE END FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT MORTAR SHALL BE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTALAND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3f8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO RING SHANK, F1667 10d SCREW SHANK 21/2" 0.131 RSRS-03 MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. 170,000 RING RINGS SOIL FOR TERMITE PROTECTION. 8d RING SHANK, 23/8" 0.113 F1667 RSRS-01 (16-20 PER INCH) FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SCREW SHANK 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 8d RING SHANK, F1667 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. PNEUMATIC 2 3/8" 0,113 RSRS-01 CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE SCREW -NAILS MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL• RAFTER OR TRUSS ct mHut cr nt utu-I tun. trvulrvttrc. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE ROOF SHEATHING (�,ONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, . 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM EXTERIOR SHEATHING - Z = A5001A500M, GRADE B, Fy = 46 kv. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE F OR S, Fy = USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 1 O_ 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE35 MS. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 3 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT r ro ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS PER MANUF. SPECS.) SEE DETAIL. NG LENGTH CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIORTO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. BUILDI CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OFACI CRETE S B ASTM .THE MA IMMEASURING, WEDMIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL ROOF SHEATHING LAYOUT ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN AND ENDWALL BRACING WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON FOR GABLE END FRAMING THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL ROOF SHEATHING ATTACHEMENT SPACING BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED NON COMPLIANCE WITH THE ABOVE. ZONE 2'. tOd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ @ 16'DO. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: 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. A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: BLOCKING PER NAILING SCHEDULE 1-1/2' FOR #5 AND SMALLER NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED 2" FOR 05 AND LARGER AND ADHERES TO ASCE 7-22 C. FOR CONCRETE NOT EXPOSED TO WEATHER Bd RING SHANK GUN NAILS �s'o.G, 3/4"FOORBEAM SLABS, ANDWALCOLD JOISTS TOO s EOTfOM EOGEs i il2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS C101 RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING #8 2" DECK SCREWS @ 6"-8" 0 C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS YP. EXT. SHEATHING ATTACHNI FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLWION szE TYPE s arvc REMARKS —.N REMARKS I PTEURv NGTo AVONRYICONC CASEHAEDENEDCoL -111r2 LONG. 9 OrTO GARAG MARONSYCONC NO R ARUSTENERNR on MAso sow EM8ED,4 , III El.E SET 6GDpAL.EET_ WORE 1 IIPT SEE NGTE s _._._.__...__...__ CASEHARDENEDOOIL NAIL 1 ur• LONG. sTAccEREO WWIDOORI FASTENED W wro MAsoNmrcoNc_ GARAGE DOOR BVCK ro MAsoNRn.,oNc _ 318"DIA OR wlwnsHER ExPANSIwv BaTac 5��Orc (315"DIA) z4 (1rz" DAI 4^EMBED.. d"ENO DIST. s EDGEm Si wwooweoG CASEHARDENEDCOIL WINWW CORIPASTENEo ._ CONTACT THIS ENGINEER FOR SPACING 1, PT SEE WTEB NAIL 111z'LONG . STAGE.ED —ARYNX)NO MASONEY II CoNo REQUIREMENTS E-N.DOOR (1)31 "DIA. 'TAP ON' ELOKPT SEE NOTES A NEE 180rC as wND wM a.13s, 4'END DI uSEE PAF x 2118" 5"c0/� ST._ 1 11?' PT T O ETEELOOL. w1 WASHER STAG ED ESE El_ 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 MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PARSHALL BE HILTI X-ZF HEAVY DUN 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. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdes igngro u p.com AA #: 0003325 h W v�j Q xr UZ O � Qpp W pp Q pp 4 pp Q Q pU Q m W C C C C C r W O SUHDIV. & LOT• ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWIIgG: LEFT PAGE: DETAILS 160 MPH EXP. C KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED BATTEN BTRIAN°"GR — 01 TR NAIL ATEACH USSIJOISTIRAFTER WITH SINGLE SPANS LOCATION NOT TO EXCEED 24" O.C. INTO INSTALLATION ANCHORAGE DETAILS FRAMING Russ/JOIST/RAFTER BY OTHER I IFN DESIGN PRESSURE (PSF) RATING AT 10' SPAN (NOTE 2) 5¢ a INETAWMIR-I.- ca,. a4 .... -I—N¢riREEAREA IPBFI I9¢¢RD1E 1j (SO.MAIN¢N.RJ R¢r FR lea rv. �m +a"ona sam wm* nscu /+-GAD. eee.xi-s'.a x/n Wa _ wwai / +-o.urn .eax!-w W N/A Ir rRwE : fw.-o-uNr b. aas �.,E� sofsrt .sa, / ,-cw,wi ,40.,i-sax oure+u / +-ovwm .se.xl-aax U. 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O STAPLES INSTALLED OFFIT iO HEM AND IN VALLEYS LONGWOOD, FL 32750 THRU SOFFIT AT NAIL PH: 407-7746078 HEM AND IN VALLEYS FAX: 407-774,4078 STAPLES INSTALLED @ www.abdesigngroup.com ;FIT ,2' °.°' MAX uNTG DETAIL B 7OSLOOOD) IN J-CHANNEL -CHANNEL 3Q AA N: 0003325 (DFASCIA J-CHANNEL(2 Ax J-CHANNEL 'MAX MAX_[ FASCIA srwee anwt.i-D xwP-�sJv�?�rvsnun*icn—------- - DETAIL A 2X2 WOOD BATTEN 10 BATTEN STRIPEACH ANCHOR 10d NAIL AT EACH TAPLES INSTALLED 7Q TRUSS/JOIST/RAFTER RJSS/JOIST/RAFTER zE Rl `; roENTMw�`u° w s FASCIA vutsure vrrni:n_cuaNeN, a, one cecc THRU SOFFITAND LOCATION NOT TO c�NDnr:nwa:smsrftL,awEsnwD riE UNrufncrwEPs a BV OTHER J-CHANNEL AT NAIL HEM EXCEED 24" O.C, INTO AND IN VALLEYS FRAMING ruNC E.ausnone nEw.NSEeen„_NCP aBX3"WOOD SCREW OR© a E.,,scrs�..mw+En TAPPING SCREW, �STAILIS INSTALLED D_lNNSTALLATION SCREW, PmxE.nm,NEeuer:srr [Drt,a,o BATTE N ATTACHMENT THRU SOP "TAN, 'ME BATTEN ATTCHMENT OB mefwPw: wealNc arn, T STAPLES INSTALLED FASTENER SPACED 24" J-CHANNEL AT NAIL EMB. FASTENER SPACED 24"Q s - O . O.C. HEM AND IN VALLEYS MAX O.C. 12"O. C. MAXMAX(INTO xnr.ascrixn-E. ,. t s['Na IIEn !u..2DF r WOOD)IN J-CHANNEL STAPLESINSTALLED@ SLOT OR T-NAIL @ 12- 71 1 X2 WOOD BATTEN 17' O.C. MAX (INTO .al ",s m+nsxrrrnrorwu�s TABLE OF CONTENT oMax. wro oFELL 1 B.n C N ttSrnlmw� O O WOOD) IN J-CHANNEL C.C.CONCRETE/MASONRY) .CHANNEL D X2 WOOD BATTEN 10 O SLOT OR T-NAIL @ 77' O SOFFIT O.C. MAX. (INTO m rtne ruN,am or.. nw 1qv Ross Axn RAPIws nt vARws u um,.rcEnwrs. RsrusrAUArw. ¢ErAna cANM[�Ex MAX' (DJ -CHANNEL CONCRETE/MASONRY) • "N'` ""9'B ° cu"'"'Arc"c" DETAIL D BATTEN SCREW, u+sr A E 7 STAPLES INSTALLS BATTEN ATTCHMENT ® e, MAX O THRU SOFFIT AND FASTENER SPACED 24" gO 4x�+E:rpcp vRaFasieou J-CHANNEL J_CHANNEL AT NAIL MAX O.C. FASCIA HEM AND IN VALLEYS TAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR VINYL SOFFIT INSTALLATION INSTRUCTIONS SOFFIT OB S � MOR -NTo @ 12 WOOD (NOTE 1) DP RATINGS AT VARIOUS SPANS O F W ti Qaa z W ¢ Z Q m pVp � Z q Q p Q Q p�� Q Q 9 O (DJ -CHANNEL CONCRETE/MASONRY) m:r.w,mwnur_ DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS L MAX CONCRETE/CMU OR WOOD (NOTE 1) NOTE MINIMUM PINE -FIR ii"111#tE454lq/Np, 06w'e sDUDSaEfYr IY iW%,E4fUUOVEMKO/RU.DWBVgnFDepif + r s,wEs FRAMING OR CONCRETENCRETE/MMASON OR am s' f1FTNI5ATNNf NePUNe� s,Mle3w+:rRT4ReuAuIWNfFl PmlNvx NeyNra DETAILS BULLING CODE REQUIREMENTS FOR 4Ktn'L- trryn SUBSTRATE MATERIAL MUST BE MET, m.rtlNsruunew to iHEOECONY culunoNsoxLr AS L'�cns Merwut T51�T�s 6a DaL wt a 1 ( ac DaE chi 6eo-- J-CHANNEL _i C e N v Da �� uul )+ F 511 Dal 533 1�19 �- BEG &E SS-3 1 !Ln 123 41 E D E_42 I eac Da __ G car saa,RAi un,Elaiu_ iN1cL9 SN�EBEPSUq+ _. E6 80Ca DS[ ..39L 1 06C DSE 3x5 PPF VF 1vf.CW .3. R Eft t< GtN 5 Us .SIN DCN Ei a - .,I B; s u rawlE o-NER /r+o U6EI VERiEDSOfR l AL (NSl£ E SSHA M1VLCU' 3USIONNESIBY wTCO TIN OP EI.M fEMM rat Ali ce W P P Ne{Wwl N AID u,eAN D al n,ESN9 A: P TRUSSIFRAMING OVERHANG EAVE CONSTRUCTION o tc,aE-.c l PAWL' SPAN'L' co U EAVE WIDTH EAVE WIDTH r�® FASTENER SCHEDULE Ie�. s- rN .00D scull .cm ,-,ir sro• ' u�,c..Cwwu mWSw t •-th' tm rRa vxm x-V: +/r ND,E ,: o,eeown vsm aN »wuw o fsm�rxroinc`n"+` r'."+R0`s•rcs..' R"Rc nNaRs A`0ic Nux x .+wvuD as gwwEn m wsuM isreesw:x"`�r oco-,N ero RC 093 '793 165 0.'18 5' 0 1479 0.042 4 54 1/2" J—CHANNEL/TRIM 1 VINYL (No. 1100) 1 25"i`I T0,022 I--L2: 3USIDIV. & TAT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL" 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C CHI STX 4" FASCIA SMOOTH ALUMINUM I (No. 9700) ..wsJ v-v 3-G v u� � VINYL SOFFIT AND TRIM SCFfEDU9,E VINYL FIT SERIES TES J-CHANNEL FASCIA 12" TRIPLE 4 SOLID NO. 0623 SOLID SOFFIT 12' TRIPLE 4 FULL O-VENT N0. 0622 VENTED 1/2" J-CHANNEL VINYL 4" FASCN I ALUNINUM SOFFIT ND. IIDO NO. 97CV 12' TRIPLE 4 FULL-O-VENT ECO NO. 0639 VENTED SOFFIT Aal >•.6 x5.6 un sa<mDaL u.r"=: (ROOF (ROOF =.3 OVERHANG) r(NOTE:l) VERHANG) naE 4xE orDaE a;4 a Aac CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END BILL OF MATERIALS TE N—T—u�,er4x� ' � rsSR SP2mAE Dx s¢Er , ND CR4MWG5 WT S f'�M � (SEE MtE ,D ON SxFET , S e.DY1• SUBS,Nw16 �/I• i-wC f0R CeuCM.iE NA rN ; rN Row sax'e w . a fx vwmc srrzE S ,6 RR iX , Srf[i x• Hw+uL waD �,rcx - m . a.az w.. +z srza ¢rAn A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 11t31+„. OLAND CH A NO 98 go PRINT 02/19 77 DATE: SCALE: 1/4"=1'—O" SHEET ➢EIAd A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 GENERAL REQUIREMENTS: • HARDIESOFFIT® PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION MIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 IAICTAI 1 ATI/ kl. HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING, SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. 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 I BC 2304.9.5." FASCIA VENTED PANEL FIGURE 2 FRAMING MEMBER MODERATE CONTACT--Ial IKI H-JOINTE LEAVE APPROPRIATE GAP AND CAULK FRAMING MEMBER O/A I I tN FRAMING MEMBER ING !ER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT -f- n o o 1" FROM END OF SOFFIT 0 3/8" FROM END OF SOFFIT 0 FIGURE 4 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroupxom AA #: 0003325 a o r _ iv o $ o w a m 0 SUBDIV. & LOT: ABBOTT PARK LOT #28 BLK: 1 PHASE: 3 PROJECT# 04181.003-28012 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C ZNO'P370 RRA, PRINT 02 19 24 DATE: / / SCALE: 1/4"=1'-0" SHEET S D 2 I 1 F IR +n