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HomeMy WebLinkAbout7567 Broad Pointe Dr99 1828-4EBB-CAL19' ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOM ES DEC ® 7 2NI REVIEW DATE-----_. _ . CITY OF ZEP�YRHiI..L. PLAN EXAMINE.I�,�._..�_ .:.-_ �. 12602 TELECOM C)RIVE, TAMPA, FL_ 33637 T4--1= (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -IpWMA BUUDi(; MMUMM, ABV. ABOVE LAV, LAVATORY DATE DESCRIPTION `(�E, �1 EDITION (20QD/ .uy y y eHu spare c�nEs A/C ADJ. AIR CONDITIONING ADJUSTABLE USTABLEATE LUM, MC LUMINOUS CABINET MANUFACTURER 0126/1B CD'S INED ARCHITECTURAL SHEET DESCRIPTION �� �� FBc uPDarE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLAM B ANT BD. CL CAB. CLG. AMPERAGE BOARD CENTERLINE CABINET CEILING MEN. MT MTD. MTL. N.T.S. MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE PG Cl—COVER SHEET PG GN- GENERAL NOTES OVIMB CD*RE-ISSUED 02121/0 BIDING ELEVATIONS ADDED 03/26AS CD'SRE-ISSUED TAMPA, FL 33637 'BASIC WIND SPEED - Vult=160 MPH CLR CLEAR OC ON CENTER PG Al -FLOOR PLAN 04AW FOOTING RE VI" PER M. BOM TEL: 813 740-9720 FAX: (813) 740-9715 vasd=124 MPH :°STORY RESIDENCE - C .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CPT. CPT pr. DBL. CONCRETE CARPET DRYER DOUBLE PL PH . PL PLYWD, PROPERTTON PUSHBUTTON PUSHBU P OTE PLYWOOD PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN mbm/IB CD* RF.ISBUEp 02/IBAB ADDED CUMLESSFOOTERATGARAGEDETAIL (FORT MYERS) 02MAS PLAN MAINTENANCE AND STATE CODES FIG. DIA. DUAL GLAZED DIAMETER PR. P.T PAIR PRESSURE TREATED PG M1-MECHANICAL PLAN 03/2M REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIM DISP. OF. DR. D.S. DTL. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL R. RAG R.A.G. REP. RM R.O. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGHOPLNING PG D 1-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL ' STATE OF FLORIDA Sra/��T /1 ,s Q•y1 1n yl11Ai 04/24/15 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL IBATSON (MELR.) 04/24M REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELBJ 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 LIVING 1,82860.F77. GARAGE 430 8Q. FT. ENTRY 16 SOL FT. LANAI SQ. FT. TOTAL 2,362 SQ. FT. DW. E.A. ELEV. EQ. EXFL EXT. F.G. FIN. FLR. FLUOR. FT °R GA. GAR. DISP. GTE. I. GL. DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR GLASS FUEL GAS FINISH FLOOR FLUORESCENT FFRENCH OOTING GAUGE GARBAGEDISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS SC. S.D. S.H. SHT. SETTER. STEM SL. SEOL. STD. SWS TEMP. THK. T.O.C. T.O.P. TOP. TYP SOLID CORE EXTDR SMOKE DE "LECTOR SINGLE HUNG SHEET SHEATHING SHOWER SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTCMPERF.DGLASS THICK TOP OF CURB TOP OF PLATE Top OF TYPICAL 06/12/19 ADDED 'E)MMORMOW DEEP FOOTER'DETAIL 12/SUA(OR-) PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG -WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 06/21AS ADDED LED 1.04TS • KITCHEN ! BATH PER MAR, ME$ 0T/I:✓I9 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) O MS ELEVATION'G' SIDING -ADDED LOUVER • GABLE ROOF 10125AS ADDED OPT. S'-C' CEILING NEWTS OV0140 REPLACE USP CONNECTORS NINTH SIMPSON CONNECTORS ���0 REVISET RADON PLAN °A ENBIONB 04105120 OFT. B'-0' CLG. HGT: ADDED LED LIGHT IN FOYER 040MO OPT B'-0' G.G. HGT. ELEVATION 'C'• REVISED HEIGHT OF A1ICHNWY 0S/mb!!0 ADDED ELEVATIONS�' rT'(aR.) STRUCTURAL SHEET DESCRIPTION GYP. BD. H.B. H.C. FIND. HOT. OR HT INSUL. ENT. GYPSUMBOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULA DON INTERIOR . UNO, V.Y. W. W/ WD. WDW. W L UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER R UGHHTIRON 01/D/20 ADDED ELEVATIONS MG• -NFL' -ITS' (ORL) PG Sl -FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 0Mal 2020 FBC UPDATE 03AD341 ADDED SOFFIT DETAILS 04/2641 ADDED ELEVATIONS N' 4 •0' (OR_) �RT�I ADDED STONE OPTION ELEVATION G' (MELBOURNE) 06/OV21 ADDED ELEVATIONS 'P'4'0'(ORL) IF ANY ASPECT OF THE CONSTRUCTION ( AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S2.2A-SAFE LOAD TABLES M/IS/A ADDED DEN OPT. (TAMPA 4 FT MYERS) 0B/bRl ADDED 2®' FOOTER OPTION (TAMPA) 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 PG S3—FRAMING PLAN PG S3.1A-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.113-DETAILS CLARIFICATION. PG SNl-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SD1-SOFFIT DETAILS RFI'a 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 ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774.6078 FAX 407.7744078 "W.abdesigngroup.com L AA #: 0003325 lufll I EUBDIV. & LOT: ABBOTT PARK LOT #22 BLK #11 PROJECT 04181.00t-22111 MODELS 4EBB "1828-CALI" GARAGE 811I1l,TG: LEFT PAGE: COVER SHEET 160 E 22 D TE 09/21/21 sCAr.m: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WAND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 X8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESSTHAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF S- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1l2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING -- HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR 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 AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) •1 N. RONALD REAGAN SL LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.mm AA #: 0003325 p 14 a3 F a aLTELDIV. A: T:OT ABBOTT PARK LOT #22 BLK #11 PROJECT+ 04181.000-22111 MODEIA 4EBB "1828-CALI" GARAGE aMING; LEFT PAGE: GENERAL NOTES 160 MPH EXP. C EH 2 DATE:E: 09/21/21 9CAmc: 1/4"=1'-0" B*MEP GN m*_ 3Q,_LS, . I i o o_ � � o � � O II ' 11 0Il— — oIIEEEEEII � c M 0 o to *� ® ��■ rV; e 0 e s • . 5OLLARD 0AS REOL0 PER BLDG. i . �� M�� 0 m' oGMAGE I� . 1 O, pl I :II' 11 ��� 0-0 CLdL . ME INS mo 0 � , COME EGRESS 01��110 FLOOR PLAN SCALE: 1/4' • I'-& SQ.FT. CAM'S LIVWj 1028 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 $0. FT. LANAI 88 SQ. FT. TOTAL 2-462 Sa FT. 00rNWARDaA =111DLWM MW ftD EA'OBIAE FOR $ 8EOOID OI= OFBNIB BMW ZOIE =wHIMD(NO RBIANW ARDTRE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR MIN. CRITERIA S:GD. MIN. 41 5 31/-39 CRITERIA 16010 OHD. 112 5 282/-315 12'xI2' SOFFIT 1 1 5 313/-411.13 BASIC HIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEF10ENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMMOL DAIS OBOp21 DBL. TOP PLATE 0 in BAR DETAIL HDR. DTL. A SCALE:I/2'•I'-0' B BGALE: I/2. I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 13E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � t LL -9 BUDDIV. & LOT ABBOTT PARK LOT #22 BLK #11 PROJMCT# 04181.000-22111 MoDmu 4EBB "1828-CALI" GARAGE 81IING: LEFT PAGE: FLOOR PLAN 160 PH EXP. ./-I5'-4' BLDG. HGT.$ - FYPON LVI2X24 ----------------- OR EQUIVALENT SNAK AS SPECIFIED (TYP.) BANED SID(TREYPING .) � 12 6' TRIM BOARD (TYP.) 6' RAISED BAND (TYPJ OPT.COACH LIGHT 0' V-0' BRG. HGT-s - 61 -10-0 LAP SIDING AS SPECIFIED (TYP.) SHINGLE ROOF OFF RIDGE VENT FYPON BCTIIXII OR EQUIVALENT AREAOFATTIC = 2364 SO. FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2364 /30D 7.98 VENTILATION AREA X SQ. INCHES PER FT.(1441 = 1134.72 SO, IN. MIN. REQUI REOVENTILATION _ .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN, OFF RIDGEVENTILATION AREA = 115 SO, IN. PER VENT 567.36 /115 TOTAL If OF VENTS REQUIRED = 4.93357 TOTAL# OF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG EXTERIOROFWALLTOEMERIOROFWA NOOVERHANGSINCLUDED r1i* I ❑■iiii . � 1 - FM❑■ FE❑■ l�iiu� `;..RAISEDI 'll I�II�I �■JI�I FRONT ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH 0,-0' BRG. HGT. 4B A TYP. _ 0'-0' FIN. FLR. 12 2' �- — 0 6 � 1� / -.• \ I I HG7. 5'-0' BRG. HGT. DECO. DTL. A SCALE: I/2 • P-O' 0'-O'FIN. FLRI$---------_---------------- - ----------------------_ - A0-� 0 FIN. FLR OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH OFF RIDGE VENT 0'-O' FIN. �'------------------------- --- — - — - — - — - — - — - — - — - — - --- - RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 1 N. RONALD REAGAN EIL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SLTHDIV. de I.oT ABBOTT PARK LOT #22 BLK #11 PROJECT# 04181.000-22111 HODELc 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: ELEVATION „D„ k.160 MPH EXUP. C P2l.l , a cRa NO DATE: 09/21/21 HREET A2 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES \ 125V OUTLET M 20 A• Sow+ c POLE @ IIOV OUTLET nOV OUTLET IR OF OUTLET up= TO SWITCH 4) GPI IIOV OUTLET EGUTW W 100 PAUL MlRr7ER (TATTER REMEtANT TYPE) 220V OUTLET (4) URN CONNECTION CiI EXT. WATERPROOF Our sT GRO. D FAULT 'NENPUP IER SWITCH SUHTCN 9-WAY OPER BWTCHI 4-USAF OPER RAU. PRIMED LIGHT CEILING LIGHT © LED CLG LIGHT LED VAPOR ©vP PROOF LIGHT O vp VAPOR PROOF LAW Qp REces"D CAN eVENT. PAN I CPP PER SRL PT. WLI0IMT FAN UYL I—PER-R. Y FIXTus (SPCCL Teo By I PLUORESCE•T 2.8" tlAe.1P ® AROUND (RECESSED) s SCENT 6T.TI 2-MILS WRAP ARouD 1MFL .1 2' RJIOR6CV4T 4' PLUORTt E/CB p •• t A CO 4' TRACK LIGHT PANEL BOB METER S.D. enoKE xTECTOR _4uTT '2mm ,-- m I+• w• 1 WALL HMNW I a-4m DETECTOR w_wd ® 6/CO CAIMM MM40XMtld e`gKE DCTSCTOR-C� �O MAM BACK, SHALL ME A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LKHT (1� NATIiML 4I ► TELEPHONE JAM 01 HEATER M2.6-ELELty E M DISOG•EOr z� ®E"ON I•� TELEVISION JACK LING OOX RSQU REC TO SO SWTORIEO N OJ-PDX ACCOIOANC! MY SOX MARKED AS MDH FOR CEILING SOX FROWNS CEILMG PANA.IGMT ro N SUPPORIED IN ACCORDANCE UV SOX PARKED AS SUCH FOR INIPSCTICN �G>2 24, INCANDESCENT LIGHT STRIP Onnonnn >i• MGANDESOENT L04T STRIP Onnnnnnn M• INCANDESCENT LIGHT STRIP FLOOD LIGHT q•T. SECURITY KEITAD PA PUSH -MUTTON I FOIE CNlES um PORT • LOCATION OF TV JACKS 4 MMOHE OUTLETS 4 PAND TO W VCRINED • MOMEOIINER PRE -CONSTRUCTION MEETING. • ALL 0 4 20 ATM' BRANCH CIRCUTS rO Of ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OFFWd liHl SDITION r2e201 4 NEC 710I2 2dt EDITIOFL • 20 AMP DEDICATED LAUNDRT CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN ORCUIT) • DISHWASHER DISCONNECT TO CIE LOCKOLM N PANEL • 15ATWPMCCM EXHAUST FAN TO NAVE MN CAPACITY OP 30 OFTT INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MISe99 PeCR TTH EDITION r2020z • LANSORI' ROOM AND DISNEMSER RECEPTACLE SMALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING MHflDD SHALL OE NON METALLIC CALLS PER ELECTRICAL PROVISIONS OF PSCR IT14 ED (2e201 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OFHE TFOCI TTH ED r]O2ez 6" LAPIPS SMALL M SELECTED BY WILDER AND ENPKCIENCr) 2020. 11h SOITION R4e41 IMS IANA CEILING LIVING ROOM PRE -WIRED`` ? MTD. LIGHT TO BE cr-CLG FAN , BDRM.#1 WIRED �' / PROVIDED CLG FANI FOR ��FAN PRE -WIRED �� 11 CLG FAN 1 DINING ROOM I B-6. SD. 1 Q9 / jLIN --'SIii11TCH ------ CADN I I I GFI L=-- - L GFI I y 1 DW Srt 9c " OUTLET / FOR DW I,I,CHE / "--- - I RANGE / 3JI I GFI O GFI TC BDRM.J4 -- - - — — — — — '®® III I Ia00D WIRE W/ L J 820\ III I TUL FOR FUET C RE MICRO RO 1 PRE -WIRED I = CLG FAN III L C`.� .? 1 ° _ h /;BDRM # I3 L fiat, I I I Ra . J / CLG FAN ° GFI • I �,p. I I L I I L I O , 44'aFF. / P.B. FOR GARAGE 1 L j DOOR BOLLARD / 11 L° AS REQ. — — — — PER BLDG. WALL MOUNTED CODE LIGHT W/SWITCH IN LED LIGHTING LED LIGHTING ATTICCa? SINGLE LAV. C DOUBLE LAV. / / / 1 ®I I I �� 5/ / I BATH 2 BATH •1 GFI / I _J CLG.— METER OUTLET KEYLESS 1 1 FIELD aF, 0 FIXTURE 1 \ BDRM•#12 .4 ALIT aMwro I•�r a M a 1% �A aE�UIT OR 3 IRRIGATION I, OYER �L / \\ (CONDUIT TO TEImNATE ABOVE SOFFIT ° OVER 414GJ OUTLET • 48' AFF. / \ 150 AMP ELECTRICAL RISER GFI GARAGE ENTRY — / NOT To eaeLe. coTeo-urloN eeRvice Eo AMP C ' J O OISOGMEOT SWITCH AND Gea4e VOLT F'RE-WIRED GENERAL NOTE& M ELECTRIC PETER IN {PHASE \ CLG FAN A ELECTRICAL MATERIALS AND S4STALLATIONS SMALL NEMA M ENCLOSURE PANEL COMPLY WTM ELECTRICAL PROVISIONS OF THE POCR TtH EDITION T CI LCCAL CODES, AND ALL LOCAL P'OUEF P.D. F COIN •ANY REQUIFIRMENTS. DOA!!P �+Es—I ALL CONDUCTORS SMALL BE TYPE TWNRI#W UNLESS S E Ell NOTED OTHERUII8E. / TELLPNOIE SELE RVICE CABTELEVISION / ENTRANCE Y__ EOWPFONT EGJIMRNT OPT. — _ _ _ _ — -.• �' POUER COMPANY COACH TRANSFOR'IER INRRSYSTEM BONDN6 LIGHT GCE VOLTAGE CONNECTIONS ELECTRICAL PLAN SCALE: 1/4' • I'-m' PICVIDE 110 AMP. 00440 VOLT, I PEASE SECOND I V CU SERVICE GROUND CONNECTED t0 ELECTRICAL SERVICE. PROVIDE ! 9 COPPER (OW N 1 04 CONCRETE ENCASED ND CON STEEL PER I2/0 DIALU %REGALE 82 PVC SCHEDULE OR PRIDVIDC ! ELECTRICAL PROVISIONS OF THE FMCR 1114 CIO UIT N E (AL) N I DIA 40OVIDLE 80 PVC EDITION [ae20z COFIdlt UNLESS SEIMCL 18 PROVIDED Dr THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC S/8" DIA X 8 PT LOW COPPER CLAD GROUND ROD COMPANY PRIOR TO BID. 44 Apt 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 MIR a& U oICOMM. 2 avaDIV. ac LIOT ABBOTT PARK LOT #22 BLK #11 PROJECT# 04181.000-22111 MODEL. 4EBB "1828—CALI" GARAGE 81►ING: LEFT PAGE: ELECTRICAL PLAN 16 PH EXP DA 09/21/21 SCALE: 1/4"=V-0" SHEET E1 m PLUMBING PLAN SCALE. 1/4 . I'-d' y2' VTR 2j � I\ 1%� I2' /2' 1 \\ ur- ' I I 1/2' 3' 1 LAV I I 2 SHWR 1/2' WASHER KITCHEN 2, VTR SINK W/ AUTO VENT I I/21.� 1I I "/ 2 iI la's LAV �! T.UB PLUMBING RISER DIAGRAM TO MAN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-774-4078 wwwabdeslgngroup.com L AA #: 0003325 S m tl e 6 Mill N 0 L SUBDM & LOT ABBOTT PARK LOT #22 BLK #11 PROJECT* 04181.000-22111 MODEIA 4EBB "1828-CALI" GARAGE SKIING: LEFT PAGE: PLUMBING PLAN 160 H EXP. 22 ��� PS NO� PRINT 09/21/21 DATE: SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL 15E SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL SLOG. CODE SECTION 605, 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR. TO BE RETURNED, TO EQUAL AIR EXHAUSTED. SL ALL FIRE RATED CEILINGS AND WALLS 014BLL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND PBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //�� WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN) 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 4 LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THR) AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 88X1 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPµ ■ MECHANICAL PLAN SCALE: 1/4 • I'-C' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. -i N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 rq y 411 SL7HDIV. de L:OT: ABBOTT PARK LOT #22 BLK #11 PROJECT 04181.0M-22111 HODELA 4EBB "1828-CALI" GARAGE aKING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. Qa 2 jj D 09/21/21 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PEANI Y PRE-FAB TR.188 I/!' CLG. BOARD 1/2' DRYWALL ---- TVT- SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.G. MAX 0'-0. FIN. FLR 2X4 WOOD STUDS a24' or — SLAB TIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9 DJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TW55 J MTL. DRIP EDGE �// 2x FASCIA PER 1'-0' ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR a. 4. a .5/8' GYPSUM B( OR 1/2' HIGH STRENGTH CLG. BOARD 35/B'OR5 1/2' DRYWALL 3/8, TOP CHANNEL (25 CORNER BEAD GA) IR' THM 2 COAT F'OR1LAlp CB•Exr e• CPU am FLNTER ArFLICD eTR1lCTURAL FOR REBi'DICB'� 1/2' DRYWALL DIRECTLY TO MAsoNRY 7.eFtT. IW 3 5/8' OR 5 3/8' METAL STUDS ATtacwED To Flu 24. O.C. 20 GA METAL TO BE Co" Ae F4R INSTALLED IN WALLS FleoDUer K ONQ RECEIVING UPPER/ LOWER 3 5/8' OR 5 ,ro BEK � CABINETS AND TUB/SNOWER 25 3/B' BOTTOM BaO�le ROD GA METAL TO 15E INSTALLED CHANNEL (25 uBATHER enar IN ALL OTHER WALLS. STUDS GA.) SECURED eAs LRe MOULOM Al. TO BE SPACED W' O.C. AT 2ND TO CONICi' Foc OL.@vE Fq[ aW L1a DOOR �,) FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' av B—i -=To STAIR WELLS AND BATHROOM PAP a TO -PAL N'O1PALao. FASTENED TO WALLS W/ TILE FINISH FLOOR W= BARE WOOD JAMB PER W/ 1/4' WOOD PRODUCT GKV. STEEL AFFTlOVK REfi ym" m"Doole WOOD BASEBOARD SCREW TTRACK Mom TRAM BRACKM w PRODI= AF -00vAL REO. FINISH RLOOR 1—STORY TYP. INT. WALL 28 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS '�''�''�-r SCALE: I I/Z'. D1 1'-0' 1A METAL STUDS (NON —BRIG.). \11D1 SCALE. 3/4'-P-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24' O.C. 8' cm 1/2' GYP. WL. BD. - WOOD BASE — n W/ WINDOW OPENING a FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WD.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY — 0'-0' FN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-I6 IN ACCORDANCE WITH FBCR 2020 "ITH EDITION, SECTION R301.13 AND 160S.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'•I'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4S69 TYPE III OR TYPE Iv UNDERLAYMENT. FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR SOD.U. AS PER FBCR W5.1.1. a EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SHEET SNT.SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER M9 PRE -ENS WD. TRUSS AX. 2x FASCIA PER AX ELEVATIONS O. ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS I. -GYPSUM BOARD OR 1/2' ON SHEET ON]. WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' THICK, 2 COAT IF1' GYP, WL. BD. PORTLAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIK PLR _ 0'-0' FIN. FLR B MU c4~° ° ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-I6 IN A ACCORDANCE WITH FBCR 2020 a ITH EDITION, SECTION R301.13 AND 160TI5.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r5"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'•1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 0486E TYPE III OR TYPE Iv UNDERLAYMENT. SU 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 000332E o a �al�s 2 4A W f 00 x no E(LJHDIV. de LUT• ABBOTT PARK LOT #22 BLK #11 PROJECT* 04181.000-22111 MODE 4EBB "1828-CALI" GARAGE SKIING: LEFT PAGE: DETAILS %160 MPH EXP. C 2 pRn-rr 'I DATZ. 09/21/21 SCALE: 1/4"=1'-0" 9FIEET D1 Tor, 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (1) N' X W J-COLT WV 4' MIN. EMBEDMENT WV 2' X 2' X V6' WASHER 4 NUT OR W/ (2) 1/2' X 6' ANCHOR COLTS VO' WASHER ( NUT m m SECURE 2X4 TO SILK WI/ m V4'TAPCONS m m 1 IR' EMBED. 6' O.G. 4' END DIET, 1 1/2' EDGE DIET. m SIDE& m 2X6 GARAGE DOOR BUCK 6ECUREO WV l5) 112' X 6' J-BOLT OR ANCHOR BOLTS, WV W MIN. BMBEOMENT, WV 2' X I' X V6' WASHER 4 NUT. (0 WITHIN 8' OF TOP. (1) WITHIN8' OF THE BTM. m (3)EVBJLY SPACED. m O" m NOTE& ALL ANCHORS SMALL BE IN ACCORDANCE TO MANPACIURER'S INSTALLATION INSTRUCTIONS WHERE AIYbH NATIRIlCT10NA A! MARE ATlWY.04T GARAGE DOOR (T)BUCK ATTACHMENT ICY.!• N'•I'-O` 8' CMU IR' DRYWALL ❑ I'X4' P.T. DOOR DOOR IX4 P.T. OR 5/4'X4' MK SECURE THRU FRAME 4 EXTEND I-1/4' INTO NAILER BLOCK WV 3M' TAPCONS CASING (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-V4' WITHIN 6' OF EACH END JAMS OR WINDOW 4 B' 01:. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" g 11INDOW TO BLOCK +3/4" 0 +5/4" 2X4• 00 SECURE TO BLOCK UV 3/I6' TAPCONS MIN. SWANK SIZE .145 MIN HEAD 61ZE 300 MIN. EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 W O.C. MAX SPACING 2X6• SECURE TO BLOCK WK2) 3Ad,* TAPCOM (MIN. 614AW SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 6' cm 4 IV O.C. MAX SPACING. 1)2' DRYWALL 2X8• CM I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3A6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN W OP EACH END 4 18. OG. MAX DOOR JAMS OR WINDOW SPACM ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" �W TO BLOCK +1 1/2TO BLOCK +1 1/2" 2X4: US SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN 6. OF EACH END 4 W Or- MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SWANK SIZE 14S MR HEAD SIZE 300 MIK EMBEDMENT 1 1/4') WITHIN d OF EACH END e' Cm 4 B' OZ. MAX SPACING. 1/2' DRYWALL 2X8• ❑ PX4' SECURE TO BLOCK WV(2) 3/16' TAPO" P.T. NAILER 5 (MIN. Sff�VI/49 1/I6' O.S.B. X 4' MR MIN HE0 MIN. eM Done CASINGWITHIN END4 W OSPACIN. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHR'M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/15" �DOW TO BLOCK +1 15/18" 2X4: m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 814AW SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 OIC. MAX SPACINID. NOTE: STRUCTURAL 2X MUST BE 2X6 m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-6TRUCTURAL IW(2) 3/16' TAPCONS 3/16' TAPCON MR 1-1/4' (MIN. SHAW SIZE J45 EMBEDMENT INTO BLOCK MIN 1EAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' CM 4 IV oa MAX SPACING. IR' DRYWALL 2X8• ® ❑ SECURE TO BLOCK I'X4' WV(2) 3/16' TAPCONS P.T. NAILER (MR(MR614AW 61ZE .145 DOOR CASING MIN HEAD SIZE 3" MIN. EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 IV O.O. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE• SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +2 1/4" r1WINDOW TO BLOCK +2 1/4" 2X4: ® 2X4• ISS SECURE TO BLOCK SECURE TO BLOCK WV WV3/16' TAPCONS MIN. 1/4' TAPCONS (MIN. SHANK SIZE 145 MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 HEAD SIZE 300 MR EMBEDMENT 1 1/49 MR EMBEDMENT 1 V4') WITHIN ►' OF EACH WITHIN 8' OF EACH END 4 IV O.C. MAX END 4 W OG, MAX SPACING. SPACING. 2X6: ® 2X6• SECURE TO BLOCK SECURE TO BLOCK W N2) SAWTAPCONS WV(2) 1/4' TAPCONS (MR (MR SWAN, SIZE .145 814AK SIZE J4S MIN. MIN. HEAD SIZE 300 HEAD SIZE B00 MR MIN. EMBEDMENT 1 1/4.) EMBEDMENT I V4') WITHIN 6. OF EACH END 6' Cm WITHIN 6' OF EACH END 4 B' O.C. MAX SPACING. 4 IV Or- MAX 6PAGING. V2' DRYWALL 2X& ® SECURE TO BLOCK I'X4' 2X6• SECURE TO BLOCK WK2) 3Mr' TAPGONS P.T. NAILER WK2) V4' TAPCONS (MIN. SHMK SIZE J45 DOOR CASING (MK SWANK SIZE 149 MIN. HEAD SIZE 300 MM. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') MIN EMBEDMENT I V4'1 WITHIN 6' OF EACH END WITHIN 6' OF EACH END 4 IV OG. MAX 4 I6' OG MAX &'''� DOOR JAMB OR WINDOW SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" /'alallY�nx mn t4cncr( +s" 2X4: SECURE TO BLOCK WV 3/16' TAPCONS (MIN. SWANK 61ZE .146 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 18' OZ. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TARC," 3/16' TAPCON MIN. 1-1/4' MIN. SHANK SIZE .146 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.1 WITHIN 6' OF EACH END 6• CM 4 10' O.C. MAX SPACING. 1/2' DRYWALL 2X91 ® ❑ 1'X4' SECURE TO BLOCK P.T. NAILER W/O) 3/I6' TAPCON6 DOOR CASING (MRL SHANK SIZE 146 MR HEAD SIZE 300 MR EMBEDMENT I V4') WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACING. NOTE, 8NIM AS NEEDED TO PLUMB B JAM(DO NOT EXCEED V4') 2ND 7X SECURE TO STRUCTURAL MEMBER WV12J12d WITHIN W OF EACH END 4 6' TO 6' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" p w`N mn wrnri( +9mn wrnrT( +9" 6' cm ❑ 1/2' DRYWALL I'X4' P.T. NAILER IAW OA W X 4' MR i- DOOR CASING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3 7/16" v 1fINDO1F TO BLOCK +9 7/18" 2X4: US SECURE TO BLOCK W/ 1/4' TAPCONS (MR SHANK SIZE 145 MIN. MEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6• ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 1/4' TAPCONS (MIN. 3AW TAPCON MIN 1-1/4' EMBEDMENT INTO BLOCK SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.1 6' OF EACH END 8, cm 4 Is,O.G. MAX SPACING. 112' DRYWALL 2XS• ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 1/4' TAPCONB (MIN. 6FIANK SIZE .145 P P.T. X 4' MIN. MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') DOOR CASIw. WITHIN 8' OF EACH END 4 ID' O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" /1WINDOW TO BLOCK +3 3/4" v •1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 R4 13 u Mn W 00 9U13DLV. & L.OT: ABBOTT PARK LOT #22 BLK #11 PROJECT 04181.0M-22111 MODEL: 4EBB "1828-CALI" GARAGE STIMG: LEFT PAGE: DETAILS 160 MPH EXP. 1 20jl IOUo� A ABUl!) AR NO 93723 —77 DA 09/21/21 9CAL•E: 1/4"=1'— 0" SHEET D2 IF PRODUCT APPROVAL LISTING PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872,8 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12I8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 30/22/2023 11496.3 SIMPSON STRUCT. COMP.. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 30531.9 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 186g4.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 35353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'•8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0"SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Iite EXT. DOOR 2020 FBCR 12/31/2023 30758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 30/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/33/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 )7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE:08/16/2021 I I 41 N. RONALD REAGAN BIVD. LONGWOOD, FL 32760 PH: 407-774-8078 FAX: 407-774-0078 www.abtlealgngrou p.eom AA #: 0003326L4 It chi �i � g A A- 8 tit. N 0 >lVHDIV. Ae LOT: ABBOTT PARK LOT #22 BLK #11 PROJECTp 04181.000-22111 MODEL• 4EBB "1828-CALI" GARAGE 9�117ING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. INSTALL FASTENERS (CLIPS; NOTE, STRAPS, STAPLES) AS APPROVED BUILDING YARAP IRQUIRED TO SECURE SHALL BE LAPPED A MINANUM OF PIPE/ WIRE TO FRAMING 6' • VERTICAL LAPS (ROLL WRB LATER 9, ENDS) a W • HORIZONTAL LAPS. ALL SEAMS NNW TO BE TAPED LATH VERTICAL LAP TO DE I' STUCCO UARAP WITH FORTIBER 614EATHRO TAPE U W LAYER -2, FORTIFISER \ BUILDING PAPER PREFORMED CONTROL JOINT / \ PLAICKR3 COAT CEMENT / \ METAL LATH 61x6' SELF-A�DMERINC. MEMBRANE FLAME OR CONTROL JOINTS T FLAOHIN6 OVER 4'x4' BE WIRED TIED TO LATH S' UIRD LAYER 4, FORTIFIBER / \ SELF•ADHERING MEMBRANE Or— MAX (VERTU. ingL DO BUILDING PAPER FLASHING OVER APPROVED NOT FASTEN CONTROL JOINT TO r nN LAP • neT,u. LAIN HOUSE WRAP. 1441 N. RONALD REAGAN BLVD. WALL EVEN IF STUD EXISTS FLASHING TO EXTEND ONTO PIPE LONGWOOD, FL 32750 BEYOND EXCEPT STAPLES UV APPROVED METAL LATH MAY BE USED ROL � O TEMP. FATSTbENED TB f VEI'ZTJ OG. MAX �( X X X I 4'x4' SELF -ADHERING MEMBRANE PH: 407-774-8076 OWING INSTALLATION pjR,tipER APPROVED www.abdesigng�.com FASTENERS TO BE SPACED STUCCO UARAP METAL LATH A IFLA6NIN5 TO EXTEND ONTO PIPE AA #: 0003325 • T O.C. MAX VERTICALLY WIM LAYER UIOOO SHEATHING Will LATER % 1' THICK, 9 COAT CEMENT 9i' CONT. BEAD OF SEALANT I VIA= U1RAP I PLASTER INSTALL APPROVED HCUSEURAP AIR _,: ,, METAL LATH INFILTRATION 0APMER OVER SHEATHING LAYER -2, �d R TPI�R� UAiD LATER •2. FORTIFIBER =11411 PAPERLM ELASTOI"ERIC COATING OVER STUCCO/ DING PAPE \ / I C.V. FINISH !BEE TT-P WALL SECTION) I TMLLAYE 1P 1 Gi�*o LATH SMALLINU NOT •'HK r0 !' 15ETH a•mat I WOOD SHEATHING SECTION FE C ION ESNdOrtgrior e�YilYbng OUGH C;OU6 THROUGH CONTROL �i Exbrbr uee of poNand cement plaamr JOINTS BUT SHALL \ anon comply with ere application ply BE STOPPED AND of ASTM C 926-1W TIED AT EACH SIDE. PER A6TM CI063 .— PROVIDE 2X4 BLOCKING I, nM LAnI Ineblle8on Of e#erior I°Mlnp and framing NQTE PLACED FLAT MAX 6' TO S' FROM CONTROL JOINT UIWEH CONTROL JOINT FALLS ON STRUCTURAL STUD n ( LM, 4• bvt+R ALL LAP shell comply with ASTM C 1083-19a, or ASTM 1787. L ASTENER8 FOR LATH TO BE NAIL$ OR— i BCAL& I I!)'.I'-0' STAPLES INCOMPLIANCE UV ASTM C1063 r 2. WIRE TIES TO DE (NO. b) 00415' WIRE- MAY BEN PLANADDITION 3. -A. I T S TO WALL 67UD8 \ 6 REQUIRED PER PLAN RE M�-Ill VERTICAL LATH 4'x4' SELF -ADHERING MEMBRANE L FLASHING (COMPATIBLE W/ HOUSE 7� WRAP MATERIAL) OVER APPROVED HOUSE WRAP C Wpr}y{ � �yQ�y�``II �yQ{�Qy{II Ijyp{�pIyj{�, }yQ�Qy}��II C & PAPER DETAIL FLAeHWG TO ExteaD aNTO IwPtiMEIN WOOD 87UD8 I' CR LESS PIPE 6'xb' SELF -ADHERING MEMBRANE PENETRATION 1{ { FLAS14W.(COMPATIBLE W/HOUSE WRAP MATERIAL) OVER 47t4' �L SHEATHING i SELF -ADHERING MEMBRANE SIDE LAPS OF METAL \Y I FLASHING OVER APPROVED PLASTER BASES SMALL 'i HOUSE UARA,P. M'r TYPE CONTROL JOINT BE 6ECUMD TO BALDING %CASHING TO EXTEND ONTO PIPE Or FRATHESMALL TPSIED PAPER ``'.•.,ti N) BETUEEN SUPPORTS W UFTH 00415-51(1.21-MAN) STUCCO i •LAP a LATH CUT AND OVERLAP ONE SIDE OF WIRE AT INTERVALS NOT 'Lap . PaPeR SELF -ADHERING MEMBRANE MORE THAN %' RASINA (2211-MM). G CUT D OVERLAP ONE SIDE OF O AS PER ASTM C1063. STEP 01 STEP °2 FLU RING MEMBRANE = R 1 L FOLD IleeeleD . PT. ♦ 2 L raLo NaeIV . IK. A ®.aD tom•^° Q KICKOUT �L IN UM LAYERS, IEAIR6 HORIZONTAL LATH PIPE PENETRATION DETAIL CFRAMEI 110RRA DETAIL N Y IS CATERS, TEARS 3 A MAY BE PATCHED TA & PAPER DETAIL TAPE N.T.s. PER MASTIC SPED OR p�p � PEEL e STICK WOOD SHEATHING OL POLO wwo . ® L rC1 o wwAp . PT. a r OR CMU F'r' A a. CREAN a PT. a WRB LAYER "I, '' CA'A°e • PT' ° a CIsAN a Pr. c STUCCO WRAP (FRAME ONLY) 1 Qsaa! • R. C 4 TILL F4UWLPT.CO W11 e .e TOtr THICK 3 COAT CEMENT a=, PLASTER (FRAME), 1/2' 2 COAT �, E G E N D rA. CEMENT PLASTER (CMU) °p METAL LATH (FRAME ONLY) `ROPOFnuaL� s ED R DRAINAGE PLANE (WRB R..eHOe WAURTAM LAYER 1*1, STUCCO WRAP SRAL. POW QQ Bpi an. p THICK 3 COAT CEMENT z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER *2 (FORTIFIBER — — — — — PLASTER �(�2COAT L Z GALV. METAL FLASHING UPS -ENTft R9,Fmill) BER i0 F (NAIL TO ROOF DECK, NOT BUILDING PAPER) ON-T, BUILDING PAPER O M•C WALL SHEATHING) OM LAYER% CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X •'T'� b' eTucco weAPmws aa-r, INSTALL WITH ROOF CEMENT 9unrom de LOT ABBOTT PARK LOT #22 BLK #11 PROJECT* 04181.000-22111 MODEL: 4EBB "1828—CALI" GARAGE 9WING: LEFT PAGE: WALL ASSEMBLY DETAILS LAr 160 MPH EXP. C I.Aym OF a OVIIII WAJN* R.4N , WrOP lmljwems) STUCCO %mxrEpum �� ROOF CEMENT WOOD OR -1/1(o ° ZIP WALL ll.WWLTKAGN ROOF PER ELEVATIONS SHEATHING OVAL) SELF-ADHESII/E FL,45HINCx NOTE AND METAL LATH: LATH TO BE PER SECTION WW7 �' ��'�'—'"'"' "p°" R-103.'�.1 / ASTM C-54-f -14a, MIN. 2.5 CBS, P eoLOEc 09/21/21 °ARM" IQP°'"° �°'"°°P' PER SQ. YARD (UTILITY OR NOMINAL sc�:1/4"=1'-O" o, WIND LATH DOES NOT MEET SPECIFICATIONS) SHEET N' enoM FAlC A awAP "`° �Y O"L" FLASHING T�j 5 N.T.S. Y tl A INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEC:JENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE ' TOOLED SO AS TO DEFLECT i - WATER AWAY FROM JOINTS. :.X E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS IAPPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO CN ALL SIDES, A* CAULKING • JOINT ALL AROUND I PER SECTION FZ703.7 Exterior lathing and PI Exterior use of Portland cement plaster BACKER ROD shall comply with the application x, requirements of ASTM C 926-18b. k- Installation of exterior lathing and framing ' shall comply with ASTM C 1063-19a, ' X-- or ASTM 1787. WRB LAYER -1, STUCCO WRAP ; HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER R, "TIMBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD — CONSTUCTION ;1 SHEATHING LAYER "I, CO WRAP LAYER @, FORTIF15ER —METAL LATH VINYL CASING DEAD W RAISED BAND - K' TO K' MID -WALL :acw arrxcn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1W ZIP LUALL SHEATHING SELF-ADHESIVE FLASPING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH --- I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' ELEC. METER FIELD VERIFY LOCATION 1JOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT }y' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED F_ — — — WALL Nffip�� HORIZONTAL WEEP SCREED ( FRAME TO FRAME) A VENT PENETRATION SCALE: N.T.S. AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I—- "I ­'�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING. Wit LAYER -1, STUCCO WRAP WRB LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH FINISI . WOODD -FASTEN TO WOOD STRXTURAL MEMBER • T' O.C. MAX -K' TO)V MID -WALL iaeo aroccn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING L_— FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' UIRB LAYER "l, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'XINTO WRB LAYER M, SELF-ADHERINGJV STUCCO WRAP MEMBRANE FLASHING. APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING. OVER BOX AND OVER APPROVED WRB LAYER '1 STEP #1 STEF 1'2 APPROVED HOUSEWRAP WRB LAYER 9, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D'FELT ® MEMBRANE FLA84ING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP it LAYER 02, FORTIFIBER BUILDING PAPER STEP #3 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE .0. FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003325 r I N, J U33DM Ae LOT: ABBOTT PARK LOT #22 BLK #11 PROJECT* 04181.000-22111 MODET. 4EBB "1828—CALI" GARAGE OWWO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E4R. C 22 101-7 :,,•-<1011 DNT ATE:E: 09/21/21 SCALE: 1 /4"=1'-0" SHEET WA2 WOOD SHEATHIN WOOD - CONSTRUCTION V HAT CHANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 1, STUCCO WRAP }' THICK, 3 COAT CEMENT PLASTER WRB LAYER PI, STUCCO WRAP AMICO AM"-W. LIC-,SAD CUSTOM CASING BEAD IELD NO GAP INF--� (SHCWM FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL.0 CANT. r10A SCALE: I I/2'•1'-0' EXT. WOOD FRAMED WALL WRB LAYER •I, SUB-PLOOR DECKMG STUCCO WRAP WRB LAYER -2, FORTIFIBER PRE-ENG'D TRUSS BUILDING PAPER i' THICK, 3 COAT CEMENT WEATHER RESISTIVE - BARRIER PLASTER WEATHER RESISTIVE. 6' SAP. • TOP OF WEEP SCREED BARRIER V TO SHEATHING BEHIND WEEP SCREED RASCK 3 COAT CEMENT 4' POSITIVE DRAM wage METAL LATH _ —_ 691151 WOOD SHEATHING- 1 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER'(, STUCCO WRAP WRB LAYER 4, FORTIMISER I i BUILDING PAPER i , / 6' SELP•ADNEREING WRAPPED • CORNER OF CANTILEVER 7PLA&-{I I 4' 2 WEEP POSITIVE DRAIN SCREED NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED • PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 7 WEATHER RESISTIVE BARRIER 'Q i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTR)CITON -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 02 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER -1 HEATHER RESISTIVE BARRIER 4 6' SAP. \ PEEL 4 STING 1 Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 114' X 3' 26 GA GALV. METAL DRIP EDGE V GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, )S' MIN. DRY WALL 1; ; SPACE FROM DRIP (> FACE TO TREX WEATHER RESISTIVE 0.A0C 3 COAT CEMENT VINYL CASING BEAD I.: �' BARRIER R I,_ . WEATHER RESISTIVE 1AQ WATER PROOFING kt BARRIER R2 ' VINYL CA6ING BEAD LAYER (2 LAYER PEEL 1 STICK) '' D ••-•'� e.'a+n"� EXTERIOR COLUMN COLWN SHEATHI LEGEND- \ .:° 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL STICK) METAL DRIP EDGE .— ` SET IN FULL BED OF 6' PEEL SEALANT. K' MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK I NXI V4 P.T. OR SIMULATED WOOD (TREX) FIL� CONTINUOUS WATER PROOFING Nt t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM / BALCONY DECK TO —! CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK CONTINUOUS X'GAP FOR BACKE_Ig/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL S/6' TYPE 'W ORYWALL W/TEXNRED 6 PAINTED FINISH � i' THICK 3 COAT CEMENT PLASTER VINYL COINER BEAD VINYL CASING BEAD Y1 GAP FOR BACKER ROD 1 SEALANT VINYL CASING ,BEAD WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE wq� BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE GA GALv. METAL DRIP EDGE SET IN FULL BED OF SEALANTA' MIN. SPACE FROM DRIP PACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 3 STICK W SAE. \ PEEL 116'x3' 'L' FLASH( SUB FLOOR FULLY EMBEDDED IN ROOF CEMENT 1 )6' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF -- - I NXI V P.T. OR SIMULATED WOOD (7REX) FILLER SEALANT, K' MM. CONTINUOUS SPACE FROM DRIP FACE TO TREX Y4 GAP FOR SEALANT VINYL CASING BEAD OPT. DACKER ROD. WATER PROOFING lot MODIFIED 90 LAYER (2 LAYER PEEL 3 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER i' THICK, 3 COAT CEMENT PLASTER 5/6, TYPE 'X' DRYWALL y METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FIN18H i' THICK, 3 COAT CEMENT 4 POSITIVE DRAIN WEEP ACCCCD PLASTER DRAINAGE PLANE (U)RB LAYER 01, STUCCO U1RAP) UJR15 LAYER 02 (FORTIFIBER 5UILDING PAPER) METAL LATH STUCCO WOOD OR -1/Iro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE. NTS WOOD SHEATHING 2x FRAM( MEMBER i' THICK, 3 COAT CEMENT PLASTER 2 I/2' FASTENEDD TO TO SHEATHING • 1' O.C. MAX. C (; WRB LAYER'(, STUCCO WRAP �i WOOD SHEATHING METAL LATH WRB LAYER 4, FORTIFIBER B (LONG PAPER (� n n )CORNER BEAD ® FRAME 'k 2 1/2" _1I`_ CORNER BEAD (FASTENER 4 SPACING 6 71' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD CE? BLOCK WRB LAYER 7, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDING% PAPER\ METAL LATH f J' THICK, 3 COAT CEMENT\ PLASTER b'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE SHEATHING tWRB LAYER h, STUCCO WRAP B WRLAYER 1/2, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 02, FORTIFI15ER BUILDING% PAPER( METAL LATH J' THICK, 3 COAT GET PLASTER 6'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FLLO5 PH: 407-774-FAX: 407-7748 www.abdosigngom AA #: 0003 w7 Pa � Tii d rc It BUDDM ae LOT ABBOTT PARK LOT #22 BLK #11 PROJECT# 04181.000-22111 MODEL: 4EBB "1828-CALI" GARAGE BTIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. I LA2RO 98723 DAME 09/21/21 SCALE: 1/4"=1'-0" SHEET A3 Yi GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATHING CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER WRB LAYER "I, ® STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 4, FORTIFIBER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER -. T- ' ' WRB LAYER 01, STUCCO WRAP METAL LATH i7177777777777 THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER STUCCO LAYER WRB LAYER Stucco WRAP PLASTER i BUILDING PAPER 6'SELF-ADHERING 4-ry ' METAL LATH CASING BEAD FLASHING 9" THICK, 3 COAT CEMENT FLASHING OR PEG STICK VINYL ANGLED EXPLODED EL CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO CLARITY) \� CASING BEAD DRIP CAP 18 (CROSS SECTION) WINDOW FLANGE WRB LAYER 9, STUCCO WRAP s GLED ` VINYL ANBEYOND JX= CONSTIWCTION y CASING BEAD jr LLC= WOOD aHEATNMG j MATHER F E616TIVE WRB LAYER 02, FORTIFIBER BARRIER'I PAPER i E21EBUILDING BE. / \ \ METAL LATH .� .�j; M e ALP elvlt� r V� HERS 3 COAT CEMENT ;` i� ga Aa1diNG�� 6 I SE IMaleTIVE PLASM. TER \ ER \\ \\ 6'SELF-ADHERING �a � STARTER STRIP / NAMER IIRES16TIVE I \ FLASHING I ��� FLRJCRRYa ,.. GALV'D METAL _ RLASN�e+aAL r FLAeNrtYs DRIP CAP •Z oo NOT cA�K opt ""' I Y' X 6' SIMULATED .. OEALi utboD raIM MEMBER WINDOW FLANGE CASING BEAD C� WINDOW °� % I J'*' XS' SRIULATED C FRAME, W/BAND) woo TRR1 MEMBER \ \ , OR APCAP WC SEALANT ,� �T 15 C \ SIDING TO STUCCO — ® BLOCK TO FRAME 9 TRANSITION METAL LATH WRB LAYER fl, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER — -- NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5, LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD SHEATHING WRB LAYER 01, WOOD 6WEATWING MATH" RESISTIVE ' j " STUCCO WRAP DARRIER'I IRESiSTIVE WRB LAYER 02, FORTIF15ER DARRIER XRETYa•LAPa1oING BUILDING PAPER S•SELF_AOHERRIG I FLASHING \ '� METAL LATH \ \\ 6TAR1ER STRIP \ \ THICK, 3 COAT CEMENT opt (EXPLODED" vIEW FOR PLASTER—' \ CLARITY) GALV'D METAL ��' MATH W FLASHING BARRI uofSTItlaMhEt�ER I 6' MIN Z. - CASING BEAD ® RAISED 8zQ_L B��EA0'' 01 Remo t '�n-�/�\M MATHER SAPMER SIaTIVE d WEATHER IE61aTIVE F- BARRIER 4 G SIDING TO STUCCO \--um ® FRAME TO FRAME 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — ]' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / 7 WINDOW FRAME �( 0 __—....______......._......... fT WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) `--WRB LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------------------------------------------ ----------------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT , / TO WINDOW METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6' SELF -ADHERING FLAaF MG WEATHER RESISTIVE i - I \ BARRIER 'I TO LAP I �.wiVyr.f \ W MIN. ABOVE TOP i OF 'Z' FLASHING WEATHER RESISTIVE BA LAYER 01, THHEEtR� RESISTIVE i S�TUBGGO WRAP / BARRIER 4 i I 1 z LVV MET ' 6' WIDE PEEL 4 STICK I OR OVER FLANGE ; WINDOW WINDOW FLANGE LA ; E-Z BEAD VINYL CASING 1°op I (W/%' FLEXIBLE PVC BACKER ROD) I 2X FRAMING 6• aR1UL TRIM MEATED MEMBER 'APPLY FULL BED OF SEALANT BETWEEN u t"FRiG'DHERP4 FLANGE 4 BUILDING WRAP BUILDING GAP W/CAULKING WRAP PPROVED SEALANT DER RESISTIVE `'-------------------------------------------------------------------------------------------------- - WER'I EAD VINYL CASING FLEXIBLE PVC ER ROD) aERREa'aTIVE RER 4 (1'�EZ BEAD WINDOW CASING JI I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.mm AA #: 0003325 � � a c fA uBDIV. asLOT: BBOTT PARK LOT #22 BLK #11 PROJECT# 04181.000-22111 MODEL.: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 12 a DATE 09/21/21 SCALE: 1/4"=1•-0" 8FIEET WA.4 AwLLNLEam of NDLWM 4, 6-AND 1P CARE SHOULD SE TAKEN IN KEEPING THE VENTPROPERLY ALIGNED. VENT PIPE IS SEALED IF UTLGED. NAIL IN PLACE SHOVN INY GALVANIZED USING T Al4' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD SE APPUED TO ALL SHINGLE EDGES NEAR THE CVi OU THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECCMMENDEOINSEVERENEATHERCOASTAL SHEATHING. SIZE THEOFENINGINACCORDANCEVATHTHE CHART SHOWN. IN THE EVENT A MECHARICAL VENT FAN IS CONSTRUCTgN ZONES. USED, SIZE THE VENT OPENING INACCOFDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS MEN CUTTING THE OPENING IN THE grrm FIENOVI!INTER WOUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FW1GE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDETOP THE AND SHNGLE 3 ALLMTGESOFTHEVEMUPANDUNOL THE SOTTIXA VENT FLANGES TO LAY IX, SltlNTOP OALLOW Tiff TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL SCALE, NTT - f HOUSE~ AT M- ANGLE MODIFIED 'I• CUT N HOLM APPROVED HOYB{uRAP OVER SHEATHING OVER LLD STUD WALL STEP 1 INSTALL S'- SELP-ADHERING FLASHINS OVER NAILNG PLAHM AT JAMBS EXTEND FLASHING nN BELOW GILL F FLEXIBLE FLASHING DO NOT am BOTTOM FEN STEP 6 TIMPORARLY FOLD -UP 4 EEG HOUSEURAP (O TUCK FLAP LNC at HEAD FOLD HOUSM IN AT JAMES R SLOPE SILL III INSTALL S• WLP-AD14RNG FLASMNS OVER VINYL HEAD FLASHING (WTH END DAMS) NAILNG FLANGE I EXTEND FLASHING I' MN BEYOND JAMS FLASHING, INSTALL VINYL DRIP CAP PIPE AND OVER FLANGE ALIGN PLASHING W( NT. ROSE OF GILL Ro. M[CRLNICALLY FASTEN FANNED ROM& (CAP NAILS, STAPLES) INSTALL DUPONT PLEwLRAP AL TH FLASHM AT THE FOLD HDUSEWRAP DOWN N TAPE DIAGONAL OUT N ACROSS HEAD a WNDOI PLUMBING VENT DETAILS ALE, N IPPLY ♦' :CTITNIOU IF SEALM AMBS AN IPPLY TO ENDOW NA LANCE N 'IE-PING IOLES OR INSTALL S• WDE ADHESIVE - EACMD FUMBLE FLASHING MATERIAL OVER DRIP CAP JONT(MI10TECTO-SRAP ST-20XL of EGTUIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS FROV VALLEY MN-INE NaFEI L IT IS THE CONTACTORS RESFCNSIBILTY TO VERIFY ROOF VALLEY DETAIL THE C ~, 61ILIm OP ALL PRODUCTS NCWDNG THE 0 ASAP, SEALANTS . SELFADUCTS m SCALE, N% PLASHING MATERIALS USED DUPING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS W4RQlQL SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE, CLEAN AND SEAL JAMD TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME 6HOU2J 844ALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION EtELOW THE WINDOW OPENING rINTERIOR PERIMETER OF WINDOW WITH NT APPLY 061 H2U (C EQUAL) SEALANT , WNDOu4CF'N JONT FLUID APPLIED FLASHING (LMKA WNRE-SEAL RC-61 OR EGIAU. SLOPE SILL TO EX NOTE, L IT IS THE CONTACTORS Pr.GF NSIBILTY TO VERIFY THE COMPATIBILITY ' ALL PRODUCTS NCLUDSG SEALANTS N SELF-ADFBRNG FLASHING MATERIALS USED DURING CONSTRUCTION. 2. FLASHING AT EXTERIOR WAFDOWS AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION NST'RICTIGTIS AND APPROVED METHOD U OF FBC RTNSSA 1.1 N ACOORDANCI' WTH FENESTRATION MANIFACTUREIR'S INSTALLATION AND M-AS44M INSTRUCTIONS. WAR M SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLC. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS r] 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003326 rV N W f 0 g N SVSDIV. & LROT: ABBOTT PARK LOT #22 BLK #11 PROJECT# 04181.000-22111 MODEL• 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL .ASSEMBLY DETAILS 160 MPH E C N W f 0 g N SVSDIV. & LROT: ABBOTT PARK LOT #22 BLK #11 PROJECT# 04181.000-22111 MODEL• 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL .ASSEMBLY DETAILS 160 MPH E C 2x6 SUB -BAND � W/I'x4' NOTCH � -- ✓ END, WRAPPED IN N V PEEL 4 STICK ! METAL FASCIA WRAP . i DRIP EDGE I\ j \ I/8 1/8' TEXTURED I \ FINISH a WOOD I \\ 2xe SUB SAND 1/2' TEXTURED \ FINISH a CMU / \\ METAL FASCIA \ WRAP Ye, FROM \ l� STUCCO, I' FROM \\ ----- a WOOD WALL \ 1XI---EXTERIOR WALL \\ e� (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION `4 L ,4 ©PLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY -\r ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) • 1/8' TEXTURED FINISH • WOOD 1/2' TEXTURED FINISH a CMU METAL LATH .WOOD SHEATHING OR cm WRB LAYER -I, STUCCO WRAP (FRAME ONLY) UIRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT 1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/U�'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x ' x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL a STICK ,ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY SUB BAND DETAIL (D WALL 3° x x x., x x x x x x x x x x �Sl° x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x WALL KICK -OUT FLASHING x x x x x x x x x x x' x x x x x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x x x x x x (REFERENCE POINT ONLY, FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM or - DRIP EDGE ol 2x SUB -BAND nv` E WA'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED SUB BAND DETAIL 0 WALL CLARTYFOR W/KICK—OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 m dd S 0.h Irl C tq a6�i Ti't S o SVSDIV. de LOT: ABBOTT PARK LOT #22 BLK #11 PROJ=T# 04181.000-22111 MODELA 4EBB "1828—CALI" GARAGE awsxO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 28' 8" 9._811 � TOP O `Q SLAB �' ao — 1 — — — — FM-12X12 FM•12X18 — m • \\\ 1.1 �I I I 4"CONC. g �' SLAB W� (L `rl F-24X24J �o. 1,_0„ - r3 1 /2" w 10'-0" 10 � 1.1 \`\ — — EXTEND FM-12X18 \\` 4" PVC SLAB 1 1/2" L1 CHASE 1 � I I \\ `\`\`; ` - *TOP OF n SLAB X I �� LL \ � � \ I . I ,\ \ I TE•1 i. *5 1/2" 4,. 17'-8" 2'-8" T-0" 5 I 1.1 4 IN I � W O I I EXTEND 1 2 1A SLAB 1 1/2" 1., 1A 1.1 FM-12X18 ri 4" CONC.1 — --� SLAB SIM. law 1 1/2" I N a v31/2" 1 1A 71/2" o —J ,.1 e SIM. I I y 1 1A 1 FMC-12X18 FM-12X18 FMC-12X18 F L I'1 1.1 FM-12X18 0 1.1 J 4 4 2'-8" 16'-0" 2'-8" T-10" W-2" 4'_4" 14'-0" 21' 4" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2, TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 301, #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 8) 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 4 OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 781 EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 31/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH NT LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 1a' - s FM-12x12 12" CONTINUOUS 1T - (2)#5's FM-12x18 17, CONTINUOUS 18" (2)#5's FMC-1208 17, CONTINUOUS 19, - (2) #5's VARIES F-2424 24" 24" 1 (2) #5'9 (2) #5's (-)0"4" FOUNDATION PLAN SCALE: 1 /4" = V-0" SEP IN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 L � k � p• _ m c � Fil 6 SI SUHDIV. Ac LOT: ABBOTT PARK LOT #22 BLK #11 PROJECT* 04181.000-22111 MODEr- 4EBB "1828-CALI" GARAGE STUNG: LEFT PAGE: FOUNDATION PLAN 160 MPH r �c [WANT: 09/21/21 CALE: 1/4"=1'-0" HEET s1 30• MIN. EACH WAY FOOTING STEEL REINFORCING IN GROUTED ? STEEL REINFORCING IN GROUTED MMONOL11HIC SEE PLAN FOR SIZE AND a CELL SEE PLAN FOR SIZE ANDSPACING .CELL REQUIREMENTS g SPACING REQUIREMENTSGARAGE DOOR RECESS NS H 8" CMU WALL b �, 8" CMU WALL I .. I, CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH 9. ti b � +- dam' ° >I W. - d WAY AT ALL CHANGES IN DIRECTIONS m +_ d-0" TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS m TOP OF SLAB ' .-�; MATCH AMOUNT OF CONTINUOUS BARS e ° CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (I -STORY) .'-, .I / '' -VARIES < LLLddd SEE SLAB SCHEDULE TOP OF GARAGE LI ILL CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE UMASONRY NITS SET rto. AT ELEV: W/ 1/2" IS 6' CHAMFER (2-STORY) #3 18" JOINT (WHERE #4 24",� EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2' ISOLATION 6"CHAMFER (2STORY) APPLICABLE) i SEE SCHEDULE i� 3C JOINT(WHERE - �. APPLICABLE 4 SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR wxD, BAR SIZE #6 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST !.� AND BAR QUANTITY ti AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' - EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" 2 SCALE'34"=1'-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE r3 (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL o a 8" CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 5 #4 REBAR @24" O.C. CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT $ SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING a O x,0 I WALL W/ SYP I I 2" CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE S m SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/ 2' W/FLANGE @ BASE O u EPDXY. MIN. EMBED 5 TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH d 8", UNO PLATE EPDXY 5-112" EMBED. MIN, C 16" OC . § a FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX 4" CONC., REINF. W/ SPECIFICATIONS FOR BTM AND TOP PLATE paa 6"x6" #10 VWVM ON M { I USE AND ANCHORS W/ 10tl x 1 1/2' -MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF w p 4• 4• COMMON NAILS FILL ALL VAPOR BARRIER ON SLAB W/(4) 1/4" X 21/4" HOLE. HOLES, DO NOT USE 10d H WELL -COMPACTED TAPCONS x 3" W SEE SLAB SCHEDULE CLEAN FILL TERMITE }' a _ 11111 TREATMENT SHALL BEQO + - 0' 0 BORA-CARE ' u' 1 Qy Q. TOP OF SLAB e CONT. #4 REBAR < (2) uFm 4"CHAMFER (1 STORY) .. f 6" CHAMFER (2STORY) Q a •. (2)#5 REBAR ON CHAIRS • . . �'. 12' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% EQ. Ea. SEE SCHEDULE g j COMPACTED SOIL VIRGIN OR ENGINEERED SOIL O " O SLAB HEIGHT LESS THAN 3'-6" PER PLAN 5 BOLLARD SCALE: 3/4"=1'-0' ADDING BAR TO FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION 6 SCALE'3/4"=T-0" (WI UPLIFT) FOOTING W/ BLOCK WALL SCALE:3/4"=1'-0' 1 A SCALE 3/4"=T0" LAP TOP PLATE A MIN. OF 48" — AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT OF WALL W/ PLAN LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE E BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE 70 o a SLAB W/1Od MASONRY SLAB MASONRY NAIL a NAIL 1Z' O/C STAGGERED. PROVIDE DBL. TOP PLATE C STA 12' O/C STAGGERED. ADDITIONAL METAL j //REQUIRED ADDITIONAL METAL O h CONNECTORS NOT WHEN NO CONNECTORS NOT REQUIRED WHEN NO R 8" CMU WALL POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. H UPLIFT IS PRESENT. _ '% 'rp•, 8"CMU FILLED CELL (TYP.) TOP OF SLAB la - SEE SLAB SCHEDULE .. 2X WALL FRAMING +- 0'-0" SEE SLAB SCHEDULE "ti;. 1/2" DIA. SIMPSON ST82 BOLTS 5" TOP OF SLAB ��. SEE SLAB SCHEDULE i MINIMUM EMBEDMENT INTO +. 0'1Y' GROUTED CELL, 4" FROM ENDS AND TOP OF SLAB "ISOLATED" COLUMN PAD 16' O.C. VERTICALLY MAX —° _a b CENTERED UNDER WALL AND a_� < — POURED MONOLITHICALLY WITH r FOUNDATION AND SLAB e J ° SEE SCHEDULE' SEE SCHEDULE , FOR WxD, BAR Sill FOR WxD, BAR SIZE ./ AND BAR QUANTITY EQ. EQ. SEE SCHEDULE AND BAR QUANTITY /Ali FOR MD, BAR SIZE ANDBAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO $ INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL �)..ALE:3/4"=1'-0" (NO UPLIFT)00 �OOTING AND COL. PAD 10 SCALE: 3/4"=1'-0" BLOCK WALL CONNECTION 11 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' (NO UPLIFT) L441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 O it BUDDIV. ac LOT: ABBOTT PARK LOT #22 BLK #11 PROJECT# 04181.000-22111 MODZT- 4EBB "1828-CALI" GARAGE STI MO: LEFT PAGE: DETAILS 160 MPH EXP. C DA 09/21/21 9CAL.E: 1/4"=1'-0" 81-IEET s1.1A DOWEL PLAN SCALE: 1/4" = 1'-0" li N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 t 13 O � H aUDDIV. ae LOT ABBOTT PARK LOT #22 BLK #11 PROJECT* 04181.000-22111 MODEL: 4EBB "1828-CALI" GARAGE SNIl7G: LEFT PAGE: DOWEL PLAN 160MPH E C 212 DA N9/21/21 SCALE: 1/4"=V-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER •I CLEAN OUT REQUIRED FOR INSPECTION TIETVERTICAL REBAR . n . TO HORIZONTAL REBAR W/ 1a' HOOK BAR SIZE 48 BAR DIA. #3 1 18" W'o #4 24" n #5 30" #6 36" #7 47' HORIZONTAUVERTICAL �� REINFORCING SCALE: 3/4"=1'-a' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS mV w 8" CMU WALL TOP OF SLAB TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE°• a 4" CHAMFER (I -STORY) BAR SIZE 48 BAR DIA W/ 1/T ISOLATION 6" CHAMFER (2-STORY) •a JOINT (WHERE # 24 a APPLICABLE) MATCH STEEL 6" PVC CHASE € REINFORCEMENT rr 36 THRU FOOTING PER SCHEDULE #7 q7 S' PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MO' BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1' 0" #5 BARS B• ---���ccc CUNIT DIMENSIONS AREMU NOMINAL SIZES Og/y MASONRY SYMBOLS 3 SCALE:3X'=T-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 t aysDIV. ae LOT: ABBOTT PARK LOT #22 BLK #11 PROJECT* 04181.000-22111 MODEU 4EBB "1828-CALI" GARAGE STIrMG: LEFT PAGE: DETAILS 160 MPH E . C P/2 2 M DAPE: 09/21/21 aCALE: 1/4"=1'-0" SHEET s1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" 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 FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM IB.O.L.=BOTTOM OF LINTEL/T.O.A=TOP OF ARCH/ T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION If. �Z, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8.8 (1)H5 NIA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 81`16 MIN: lT/OM/1B 17'-4" BTM. OF LINTEL @ T-O" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" •i N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 Pi 54 ti SUBDI`I. & LOT: ABBOTT PARK LOT #22 BLK #11 PROJECT* 04181.000-22111 MODEU 4EBB "1828-CALI" GARAGE 9111I►MG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E 22 aCAL.E: 1 /4"=1'- 0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK W TYPICAL t15 BAR IN BOND BEAM CORNER OF BOND BEAM 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP gkg• m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e c� PLACE STEEL HEIGHT. 04�� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND LNG<tj 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. 8N16" m 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE RE EL. / TOP OFTHLINT / ' tT��Ep 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8xl6 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • \� 8x8 BOND BEAM TOP OF .y_ BONDBEAM p40 F FILLED WI GROUT �N W/(1)#5 BARJ�. '� U =UNFILLED GROUT SOLID FRTOP NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE 5 3 M� CEO Bx8 PRE -CAST C 16-1 T/1�/cB �fE HE Lei LINTEL OF #5 # OF #5'S, TOP LENGTH OF BAR F MASONRY OPENING-2'BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORnREINFORCING THAT XFXX-1Tn MABINDICA7ESA DOUBLE BOND BEAM #OF #5'S,BOTTOM 8x8 PRE CAST CGSCALE:3/4"=11 ANDXFXX-1Tt0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERSCALE: IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOTOP AND XUXX -1T/l M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1T,9M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN2X3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 3 1�„ 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST _a OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 114") 8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2" (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN, 2-12d PER BILK EA. END VCMUWALL EMBEDMENT 7/1SB SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAILS J SCALE: 3/4"=1'-0" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" -1 N- RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 EaF O 3 Ali il StmDIV. & LOT ABBOTT PARK LOT #22 BLK #11 PROJECT 04181.00t-22111 MODEla 4EBB "1828-CALI" GARAGE STrWG: LEFT PAGE: DETAILS 160 MPH EXP. C 2 2U rPRAmT 09/21/21 SCALE: 1/4"=1'- 0" sFIEET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 S&OB 16.1T iT tTNB tT/OB -1T/0B TYPE LENGTH 818 PLAIN 8/8 SOLID TYPE LENGTH 8/&1T 8/10-IT 8@O-IT 9/24-1T 8/2&1T &W-lT 6/&1B 1&tm 1T/1 1Tn 1T/1B AT/1 6/&2r 8/1&2T 8/20.2T 6/24-2T 812&2T 8132-2T 3' 6" PRECAST 1436 962 3114 4217 5321 6426 7531 3' 6" PRECAST 689 1024 T-6- PRECAST 1589 3624 4394 5253 M32 7001 2� 6113 6385 7708 9031 10000 1589 3524 4394 5253 0132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0' PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5326 8079 1961 6113 7192 6524 7627 8751 1363 3050 3815 4570 5325 6079 4'-0" PRECAST 819 639 1770 2400 3033 3608 4300 4'-0" PRECAST 398 591 4'4B" PRECAST 2o7 2582 3375 4043 4711 5379 1825 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 6379 5'�" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 6-4- PRECAST 1016 Iwo 2374 2944 3613 4084 1319 4400 7196 7342 5780 g�9 1016 2276 2836 3399 3961 4084 5'-10" PRECAST 817 1024 1831 2D90 2549 3009 3470 5'-10" PRECAST 340 339 5-10" PRECAST 900 14N 1971 2443 2915 3387 llet 3683 5877 6038 em 5778 929 2000 2593 3107 3620 4133 6 6" PRECAST 692 1139 3227 3031 3707 4383 5061 6' 8" PRECAST 410 721 6' 6" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 8828 835 1868 2329 2790 3251 3712 T-0" PRECAST 570 938 2498 2205 2B98 3191 3685 T$' PRECAST 303 534 7' 6" PRECAST 716 900 1181 1462 1743 2025 938 2498 3408 4804 7067 6472 727 1624 2025 2426 2827 3228 9'-4" PRECAST 428 633 1503 2204 2481 2818 2621 d 9'" PRECAST 192 384 9'4" PRECAST 454 586 767 948 1120 1310 639 1674 2296 3081 4099 4899 572 1318 1643 1959 2164 2619 10' 6" PRECAST 388 487 1247 1767 1904 2163 2028 10'$" PRECAST 151 301 10'$' PRECAST 356 468 612 755 899 1042 5W 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 1988 11'�" PRECAST 330 544 1312 1742 2252 2658 3530 11'4° PRECAST 132 417 11'�" PRECAST 430 406 530 e53 m 872 544 1312 1742 2252 2866 3652 486 1372 1843 1470 1710 12'-0" PRECAST 308 $07 1210 1s8 2048 2566 3191 1T-w PRECAST 111 370 12'-0" PRECAST 383 _1042 360 476 587 698 783 507 1210 IBM 2048 2586 3171 440 940 1300 1580 1314 1478 -4 13'" PRECAST 270 433 100 1365 1732 2157 2636 IT-4' PRECAST 82 298 13'-4" PRECAST 308 303 399 484 575 848 414 1045 1366 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 See 978 1272 Iwo 19W 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 380 443 526 609 390 978 im Ism1960 2389 378 717 961 1192 975 1133 14' 8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 506 826 746 W5 458 1079 1429 1624 2277 2712 246 863 980 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR NR 16 4" PRESTRESSED N.R. 252 15'4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 818 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 326 _908 365 451 587 880 300 858 1121 1413 1739 2047 192 508 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1W-4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 162 266 348 430 513 595 235 736 959 1200 1467 1716 186 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 126 21'-4" PRESTRESSED 142 219 Sae 381 464 527 180 598 833 1038 1168 1468 142 373 537 690 816 943 22'-T PRESTRESSED N.R. NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 359 497 185 560 784 992 20 1203 1381 137 358 358 513 513 859 779 779 900 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 129 450 ON 824 1014 1147 124 319 455 681 687 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 I N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 m o LL BVHDIV. de LUT: ABBOTT PARK LOT #22 BLK #11 PROJECT* 04181.000-22111 MODEL: 4EBB "1828-CALI" GARAGE SrIMO: LEFT PAGE: SAFE LOAD TABLES 160 H EXP. lull A AR NO 93 , DATE: MT 09/21/21 SCALE: 1/4"=1'—O" 819EET s2.2A ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNJALUFLOOR TRUSS ANCHOR WITH NOTE. A PT SYP #2 7' x 4", TRUSS AND (4)114" x 2 114" SHEATHING 16d x 1 NAILS TO TRUSS x 1 NAILS TO MAY ADDED 6", 8" x 4'-0NAILS, TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB , GIRDER. PROVIDE 5" GI DE R O W/ 10d NAILS, 2 ROWS, 3" LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: APT SYP #2 7' x 4", (16) 10d x 3 }" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 102 TO TRUSS AND (4)1/4" x 2 11,V ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN L CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) j" x 5" TITEN HD TO CMU AND (12) SOS CONT POURED NTEL SEE ARCHITECTURAL �" x 24, TO GIRDER 2x SECURED W/ (3) 16tl GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 1Od TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2)}' x 5" TITEN HO TO CMU AND (18) SIDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16tl C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' x 5"TITEN HD TO CMU AND (18) SIDS }'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEE (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR $ PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U12365 LBS, LA430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) Z. COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LES(2 PLY) C ALLOWABLE UPLIFT = 8885 LES(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 13 1b 1c ROOF p 3 GIRDER CONNECTOR(S) SCALE: 3/4"=1'0 322a2b�2cTYPICAL SAL 4'=1' SCALE 3/4"=1'-0' GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE H LSTA12 20 GAUGE TRUSS DIAG. BRACE TO ( X-BRACING PRESENT AT W/ tOdx1/2 HOG NAILS COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W EACH END. TOTAL OF 10 SEAMS) ELEVATIONPER 0'-0" TO W-0' (1) "X" BRACE FLOOR 30'-l" TO 60'-0 (3)'W BRACE SECURE 2x PT. PLATE GIRDER as MAX (All X4) (1)"X"BRACE ® CENTER TO BLK W/ 1/2" DIA. OR IU4' MAX (W(2X4) 2 'X" BRACE DIVIDED EQUALLY () ANCHOR BOLT W/ 7' mp �{' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' PER ELEVATION 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 37' OC PRE-ENG FLOOR TRUSS BTM.CHORD MAX. PRE -ABLE TRUSS SECURE GABLE TO 2x8 ENG G 5/8" GYPSUM BOARD OR 117' HIGH BRACING, SEE P.T. PLATE W/ 12tl's 8" STRENGTH CLG. BOARD PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w! (2) H q REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 10d's 0 EACH TRUSS TO BE INSTALLED Q DOUBLE TOP PLATE HTT4 W/ 5/8" A, B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18) 16d x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM RED. BTM. PLATE TO BE PT, SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING 1 O/C STAGGERED. ADDITIONAL METAL 1/2" GYP. WL. B0. 01x4 BTM, CHORD BRACING A' 0" 0/C END WALL OR OTHER CONNECTORS NOT ° - ° a MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO !- 0 • a 10'-0" O/C MAXSECUREO W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 POST CONNECTIONS SCALE: 3/4"=1'-0" SCALE: 3/4"=T-0" PRE-ENG'D TRUSS �GIRDER/WOOD 5 a •. e. FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE:3/4"=l'0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4•D P'DHQLE EDGE>5/6" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER 2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE -5/8" AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND 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 Hi OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 w FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE J 01 SUBJECT TO F1 AND F2 FORCES, BTM. HOLE DIAMETER PLATE c ", DBL. STUD ALTERNATE MATERIALS STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 117'=l'-0 SCALE'.34"=1'-0" 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C ABBOTT PARK LOT #22 BLK #11 PROJECT' 04181.000-22111 MODEL& 4EBB "1828—CALI" GARAGE STUNG: LEFT PAGE: DETAILS 160 MPH EXP. C 44y1 -44 VTCR SPACING (1) AT EACH END i5w Iltillll 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6-W O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1)'X' BRACE 111111111 30'-1" TO 60'-0 (3) "X" BRACE "X" PRE-ENG GABLE TRUSS IIIIh111 (1) BRACE ® CENTER "X" 1111111 (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ ° (AS PER TRUSS ENG) O PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR u. SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FORREVIEWCONTSECURED 1T O/C ED2x4 /(2)12AT AND APPROVAL SECURED W/ (2) 12d's PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. A 1 , W/ HIP RETURN PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-0' O.C. (AT O PRE-ENG'O WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TVP) 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's EACH TRUSS TO BE INSTALLED ® 10'-W O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0' N. 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 11: Ir x F SusDiv. & Loiril ABBOTT PARK LOT #22 BLK #11 PROJECT 04181.000-22111 MODEic 4EBB "1828-CALI" GARAGE SWWG: LEFT PAGE: DETAILS 160 MPH EXP. C SY' HIP ROOF I ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.501 ZONE 3e = 69,80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2, = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: 1/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4011 TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2z4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/7' 0.131 F1667 SCR SHANK 70 000 RING 1ING RINGS RSRS-03 8d RING SHANK, 2 3/6' 0.113 Fi667 SCREW SHANK PER INCH ) RSRS-01 Sol RING SHANK, PNEUMATIC 2318"' 0.113 F1667 SCREW -NAILS RSRS-01 KAF ItK UK IKUJtI ROOF SHEATHING EXTERIOR SHEATHING USE 1/7' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16'0 .C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 1Gd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 80 RING SHANK GUN NAILS D 4" O.C. TOP S ECTTOM EDGES 2 TYP. EXT. SHEATHING ATTACHMENT 11 Emmmll =61 11 - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING , #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 17 O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP, 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 3I4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIRENTRAINED 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 2D20, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3l4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31 B-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALLSLABSONGROUND WHERE INDICATED ON IL CO BARRIERMEMBRANE NE VAPOLED R ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7.16 AND AISC SPECIFICATIONS UPPED 61NCHETHYL PROVIDES. E - PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED 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 WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN •h" 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 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #Z THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WRE 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 WOOD TRUSS ES THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036` AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS,.REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: All THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI44, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-W000 TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" FLOOR: LIVE 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD LOAD pst REVIEW WOOD TRUSSES. 20 psf TOP CHORD -non-oonounent 10 psf BTM CHORD-noncronwnent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psfw/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY IN LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd,, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 201 GUARD IN -FILL COMPONENTS: 50Psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30W,, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WLL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,ODO psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GE04ECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH, ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T * PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 316 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS RNAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL SEAS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER'. 1-1/2-FOR #6AND SMALLER 2" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31V FOR SLABS, WALLS AND JOISTS 1-11T FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' #5 BAR - 30' #7 BAR - 42" PROVIDE 36' x 36` CORNER BARS, BOND 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 WALL. 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 DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 00 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 TOTHE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. "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 STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BV CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/e" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 310" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 ksi FOR ANGLES PLATES AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM ASOO/ASOOM GRADE B P = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S F = Y Y 35 kai. TUBE AND PIPE COLUMNS SHALL BECONCRETE-FILLEDIN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE SPACING REINARKS APPLICATON SIZE TYPE SPACING REMARKS 1x2PTFURRIHO TO MA9CNJRTICONC. CASEHARDENEDCOIL L111 LONG. S NC GARAGE DOOR SUCK TO MASCNRYIGJNC TAPCON M450NRY ASTENER BDOjI/Y EMBE0., 4"END qST., II- EDGE — D AL COOKS 1. PT, SEE NOTE CASE CASE HARDENEDCOIL NNLI III LONG. 9' OIC HIS WINOOWIODOR/FASTENED E DOOR BUCK 318 DA DR w WASHER 2°qA EXPANSIgJ BOLT 18" DC ISIB" DAI O/C(2'gA) 4' EMBEp.. <" ENpgST.. 3"EDGE qST. — ARGENEDDoa e•o ASTENED R11 CONTACT THIS ENGINEER FOR SPACING 1: viDowBUGK , SEE NOTE I11TLDNG. STAGGERED NnAsoraavI CONC. REQUIREMENTS EXT. SIMNGDXM Iy18"PI1 TAPCON II,R"EMBED, BEND &/Cx2v PT,SEENGIES ER ASTNER Ie'.D'C PST.. 112' EDGE DST. N WINDOWSUCK III AF xl19" S.— IED. DST., 1 III PT TO STEEL COL..:: W/Wp'—IR STAGGERED EDGE DIST. NOTE6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWNG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW ANO DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. iz MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VW TAPCONS OR PAC TO THE SUBSTRATE, Il N. RONALD REAGAN BI LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 14 ear a aaa�+s C C E SLJHD V. & LOT: ABBOTT PARK LOT #22 BLK #11 PROJECT# 04181.000-22111 MODEL: 4EBB "1828—CALF" GARAGE SWING: LEFT PAGE: DETAILS %160 MPH EXP. J 211V %, NO AR N �J 80723 DAw. E 09/21/21 SCALE: 1 /4"=1'-0" SKEET S N1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLESINSTALLED s THRU SOFFIT AT NAIL HEM AND IN VALLEYS Li— ® FASCIA J-CHP 7" MAX. DETAIL A FASCIA 7Q STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL FIT 1Q HEM AND IN VALLEYS STAPLES INSTALLED @- 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 STAPLESINSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAX :-� Ia— DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFITAND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT­�[ 3Q J-CHANNEL-/ J" h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—.R 1�--SPAN %-L- � SEE DETAIL'A'---' SEE DETAIL'E'--" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD FIT 1Q SEE DETAIL'D'-" SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JO I fBY OTHER 2-1/4" EMB. X2 WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL i„ DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. !!i•i s�••f�•-13.519 EAVE WIDTH �•••>{>f>i••.,,. ff• 375 375 (ROOF �><{f' 4 3.625 3.625 .3. OVERHANG) 5 \ .08 .0 12 "'-CONCRETE; O� CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 i44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 A a � � c W E O 2 L J SunDiv. & LOT: ABBOTT PARK LOT #22 BLK #11 PROJECT#: 04181.000-22111 MODEL: 4EBB "1828-CALI" GARAGE 8TIMG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C v AW723 \ PRINT DATE: 09/21/21 J BCALE: 1/4"=1'- 0" 8FIEET SD1 1