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HomeMy WebLinkAbout7622 Broad Pointe Dr6- 0 8 28 99 0 tam r,���� jr, Q HOMES 12602 TELECOM MRIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -MaRn BUga= CoD6, Rll�I;N'1TAL, ABV. ABOVE LAV LAVATORY DATE DESCRD"ITON DR HORTON HOMES 12602 TELECOM RIVE \ EDNION (OW) -ALL LaM AND STATB CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -BIN. - cuss B A/C ADJ. AIM BD. cL ca0. CLG. AIR CONDITIONING A°TENATE AMPERAGE BOARD CABINETENTER NE CABINET C©LING LUM. MFR 'I MT. MTD. MT . N.TS. LUMINOUS MMANUFIACTUURRERR MINIMUM METAL THRESHOLD MOUNTED METAL a�,n* cD'8I89IED ARCHITECTURAL SHEET DESCRIPTION ��� 2011FBc�DArE PG Cl-COVER SHEET PG GN- GENERAL NOTES sown* CDs RE -maw 02/!UI* BIDIK+ ELEVATION* ADDED e3l16l1* CDs RE-I68UED TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 WIND SEED -BASIC WIND SPEED - Vas =180 MPH Yasd=124 MPH 'EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLR CPT. cr D OH CLEAR CONCRETE cERAMITcrnr;oNE DRYER DOSE G.0 F PL PLYWD ON CENTER PRO ENTER PROPERTY LINE xBUTTON PLATE PLYWOOD PG Al -FLOOR PLAN PG A2D-ELEVATION „D„ PG El -ELECTRICAL PLAN PG Pl -PLUMBING PLAN 04/IW FOOTING REVISION PER M. WAS eiRTn* CDSRE'1881 D e2/" ADDED CIAM LESS FOOTER AT GARAGE DETAIL (FORT MYERS) dJ/22/IS FLAN MAINTENANCE AND STATE CODES .G D. DIM. GLAZED DUALDIAMETER DIAMETER PR P.T. P PRESSURE TREATED PG Ml-MECHANICAL PLAN O34M REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIN, DISP. OF. DR. DTL. DIMENSION DISPOSAL. DEEP DOWNSPOUT DETAIL R RAO R.A.G. RM. Ro. RISER RADIUS RETURN AIR GRILL �M ERATOR ROUGH OPENING PG D 1-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL - STATE OF FLORIDA SQ•FT. CALC.�S e4n4A% ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UILL BATWN (MELB) e4124nS REVISED HVAC VOLUTES ON SGFT CALC SCHEDULE (MELW LIVING 1028 Ba. FT. 06MAS ADDED 'EXTERIOR MONO DEEP FOOTSWDETAIL D/SLIA(ORL) PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLID COREEXTDR EA. EACH S.D SMOKE DETECTOR PG WAl-WALL ASSEMBLY DETAILS eb/lUIS ADDED LED LIGHT* • KITCHEN 4 BATH PER MARK Ba s JAMES J. CANTWELL AR N0. 12079 GARAGE 430 $0. FT. ENTRY 16 Ba FT. LANAI 86 60. FT. EEEV. EQ. EXH. F G.iPX FG. ELEVATION EQUAL EXHAUST' EXTERIOR FIXED GLASS S.B. SLIT. SLITHG. SIM. Sim SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS eVFd/18 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) e9nlnS ELEVATION Ye' SIDING•ADDED LOUVER •GABLE ROOF A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL- 2,362 60. FT. . F.G. FIN FLUOR. F O GA. GAR D[sP. G.F.I. GL. FUEL GAS FINISH FLOOR FLUORESCENT FRENCHR GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS SL. SL L. SwS TEMP THK. T.o.c. T.O.P. T S, TYP. SLIDING SLIDA DA LASS SHEAR WALL SECTION THICK TOP OF CURB TOP OF PLATE TOPOF SLAB TYPICAL PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS 10/25118 ADDED OPT. V-e' CEILING HEKAHTS el�l/)e REPLACE UBP CONNECTORS WITH 68IP80N CONNECTORS o REVI6E ENCAVENi RADON PLAN DIMENSIONS 04AVWV OPT. V-e' CLG. HOT: ADDED LED LIGHT IN FOYER 04AMO OPT. W-C' CLCL HOT. ELEVATION 'C'• REVISED HEIGHT OF ARCHWAY 0(Oft)iRe ADDED ELEVATION8 V 4 W (O STRUCTURAL SHEET # DESCRIPTION 0115120 ADDED ELEVATIONS T'IG'•TiH'•T18' (ORL1 PG Sl -FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CARE V,P. VAPORPROOF BUR. FADER W. WASHER TiORII MGHT W/ WITH `HINSULATION INT. INTERIOR WOW, WATER WINDOW�� W11INTERPRETATION W.I. WROUGHTIRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR OF THE CONTRACT DOCUMENTS. "/21 2020 FBC UPDATE OW341 ADDED SOFFIT DETAILS 04/26/21 ADDED ELEVATIONS N' 4 'O' (OR.) ed/[1RI ADDED STONE OPTION ELEVATION 'G' rMEL80Ul@E:1 05041 ADDED ELEVATION* 1- 4 '0' (ORL) PG S2-LIFT BEAM PLAN AND NOTES ob/1541 ADDED DEN OPT. (TAMPA 4 FT MYERS) IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND 1N NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS CLARIFICATION. PG SNl-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI -SOFFIT DETAILS RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS 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,FL32760 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 A a b SUBDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT* 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER -1 SHEET 160 MPH EXP. C 07 1 SCAOE: 1/4"=1'-0" 1 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 WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST NNDBORNE 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. SrFE 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 COMPACTION C 0N 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 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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 i. 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES 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 / 8 -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 XWNCH GYPSUM BOARD OR EQUIVALENT. 0- 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 ROOFNWALL/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 N' PVC (SCHEDULE 40), INSULATED WITH %- AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 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. 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 GOATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & 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 RESUTANT 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) . CONSTRUCTIWIOSSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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: 12/10/20 (RM) d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 54 54 L 33 m rk t Xv W N 00 U SU19DIV. & LOT: 11 ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C 202 r 1'E: �7/1/21 CALE: 1/4"=1"-Q" SHEET GN TO CONTROL JOINT .I TO CONTROL JOINT (TYP) ------- (T------- •/-18'-4' BLDG. W.T. � 11 SHINGLE ROOF EQ. EQ. FYPON LV12X24 A I �---- OR EQUIVALENT FYPON BICTIIXII OR EQUIVALENT EQ. EQ. I2 4 �b 5 WAI 1 W 1 1 15 WA WA 7 1B WA_ —_—_—_V -_- -_- 8'-0' BRG, HGT: I' 0' LIE OPT. COACH I6'X6' FYPON DECORATIVE 4B SHUTTERS ORall I LIGHT EQUIVALENT Y� 9 4' RAISED I I p p 9 BAND (TYPJ s 0'-0' FIN. FLR FRONT ELEVATION-D SCALE: 1/4 . I'-V' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT 1�b OFF RIDGE VENT AREA Of ATTIC 2364 SQ. FT, NET FREEVENTILATION AREA REQUIRED 1/300 REQUIREDVENRIATION AREA 2364/300 7.88 VENTILATION AREAX SQ. INCHES PER FT, U441 1134.72 SO. IN. MN. REQUIRED VENTILATION .SX U3472 IN LIPPER PORT] ON OF ATTIC 567.36 SO, IN. OFF RIDGE VENTILATION AREA US SQ. IN. PER VENT 567.36 AIS TOTAL& OF VENTS REQL&RED • 4939557 TOTAL&OF VENTS FIR IDED 5 *ARIA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTFE OVERHANG IXTERIOR OF WALL TO EXTERIOR OF WA.L NO OVERHANGS INCLUDED HGT. _.8'-0' BRG. HGT. ley a I 4B TYP. FIN. FLR FLR-------------------_ I I- (�0-0 REAR ELEVATION-D SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT T _ 8'-0' BRG. HGT. I'-0' eD i0 z - - ---------------------- ------------------------ - m'-mp F'". FLR LEFT ELEVATION-D SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT W-O' BRG. HGT 8'-0' BRG. HGT IF] F-1 0'-0' FIN. FLR — ------_—_—_---'-------- — --------------------- 00'-0' FIN. FLR RIGHT ELEVATION-D SCALE: 1/4 . I'-C' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 44 # M W E 00 SU13DIV. &: LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB 'F1828-CALIF' GARAGE SWING: RIGHT PAGE: ELEVATION I'D"' 160 MPH EXP. C 0I r ATE 7/1/21 cAL 4"=1'-0" SHEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e QSV OUTLET 20 AMP SINGLE POLE IIOv OUTLET IIOv OUTLET Nor CURET WR® roewreM arl IIOV OUTLET EaIIIPED WGRIo PAIL INTERIPRR (TAMPER RESISTANT TYPE) @ 220V OUTLET (4) WINE CONNISCTION Ey�� ONT GROUND FAUL T o Ein�p�INTENIMPTER SWITCH SIWTCM 3-WAY O'ER SWITCH 4-WAY OPER o WALL MOUNTED ' LI6NT CELNS L*WT LED CLAM LOW LED VAPOR ©Vp PROOF LGMT O Vp VAPOR PROOP LIOMT eQ RECESSED CAN VENT. PAN I CPS, PER sa R. V9IT. PIN W4,awr I CR7 PER SO. FT. V FI— rel•Ec'$ tEo BY R T 2-01" IINRAP ® rREceeeED) AROUN FL T FIRM (911MACE MINT.) F-� 2' RJ1016NT 4 RJIOIRSCEtR p p W X 21 C 4' TRACK LIOMT 0 PANEL PETER • SD. SrloKt DETECTOR piL,E 1*�pOf��' III(LtlmEEE rti t WALL MOINICD MATT. RAG41P Iw SMOKE DETECTOR W(WA!X�ISIMIIK DAo COMODETECTOR �� NTE a eo vlECTeD SMALL 89 A DISTANCE OF NOT LESS TWIN 4' PENDANT LOW NATURAL OAS ► TELEPMOrME JACK UA4 DISCONNECT iI.OR foi Ai WRIA AIR CONDITIONING SEE S " V ' DRCQSECT TWO SMENT I-O TELEVISION JAcx CEILING am PINGUIRIOD O TO So SUPPORTED N ACCORDANCE V S10X J-COX MARKID AS SUCH FOR CEILFG SOX MOARM CELS4 FAMOLIGNT TO = SUPPORTED N ACC 1ROANCE 2v BOX MARKED AS CACTI FOR manna 24' PCANCESCQR LNNT STRIP nnnnnn 3i' NC LIOMT RIP@If STRIP R ennnnnnn AS, INCANDESCENT Lahr $TRIP ROOD L WT KIP OPT. SEaRITY IaYPAD • PA NR4OUTTCN FOR Cil1'ES use PORT • LOCATION OF TV JACKO A PMOE CUTLETS A PAW TO BE VERIFIED • NOMIOUNI IR P'RE-CONSTRIUCTION MEETNG. • ALL B A 20 AMP BRA ACM CIRCUITS TO OE AR, FAULT PROTECTED PER ELECTRICAL PROVISION OF lid TTN EDITION (7OaO) A NEO 21022 2OM EDIT1011 • 20 AMP OWICATED LAUNDRY CIRCUIT. • OR • ISLAND (NOT ON KITCHEN CIRCUIT) • 018MAG ER DISCONECT TO M LOCKOUT N PANEL • 64TMIWOM EbULOT PAN TO HAVE MIN. CAPACITY OF SO CRI INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M0013 lffl LAUDRY ROOM • RamOU$D FAULT CIRCUIT-NTERUSlPTER PROTECTION FOR PERSONNEL ON FEEDSTO • WRING METMOO SHALL W NON METALLIC CAM" PER ELECTRICAL PROVISONO OF W(-IR-ITM ED =102 • ALL WOW TO CCtPLY UNTH ELECTRICAL PROVSIONO OF THE POGJS ITN ED [20702 IE� AND IRS BMW im OF LI&wTm MOT Ay EFFICIENT TyPql PER OMS�y COMM @FICIENCY) 2070. 11h FDITIdN R404) CEILING MTD. LIGHT TO BE NSTALLED, PROVIDE J-BOX FOR OPT. FAN --____________________ OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • P-0' METER FIELD VERIFY LOC. I I L I I I I s i I I I L I LED LIGHTING C� DOUBLE LAV. BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS, SWILL COMPLY WTM ELECTRICAL PROVISIONS OF T1E POOR ITN EDRILTI r2 00) LOCAL CODES, AND ALL LOCAL POWER COMPANY IROUSIIDIOM 13. ALL CONDUCTOR$ SMALL BE TYPE THM NRFEN UNLESS NOTED OTIERWISG PROVIDE 00 AMP, W440 VOLT, I PHASE SECONDARK ELECTRICAL SERVICE. PISDVIDE 3 q COPPER (CU) N 1-14" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 4W ALUMINUM (AL) N Y' DIA SCHEDULE M PVC CONDUIT UNLESS SERVICE IS PIW VIDW BY THE ELECTRIC COMPANY. COORDWTIE WITH TEE ELECTRIC COMPANY P1ROR TO BID. _ 0 1 I L I I I \ LED LIGHTING SINGLE LAV. BATH ►2 PROVIDE 37W CU, TWUN • PS OU IN 2' CONDUIT OR 3 4W AL, THUN • FUS CU IN 2. CONDUIT OR 2AO AL OR^ (CONOUR TO TERMINATE AGOVE SOFFIT ° OYEF$4* I CCMINATION SERVICE ISO AMP DISCONNECT OUTCN AND D0440 V: M ELECTRIC PETER IN 1 MLASE NEMA OR ENCLOSURE PANEL BOA4P INTERSYSTEM MONDNTi TERIINAL AT LOW VOLTAGE CONNECTIONS 14 GU SERVICE GROUND CONNECTED TO CONGCTE ENCASED FOOTER STEEL PER ELECTRICAL PROVISION OF THE PODS ITN P-Dlnw ramol 6/8" DIA X S PT LONG COPPER CLAD GIBOWD ROD •1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 a 04 ��y � o •yp�� y�Q� y�Q� SUHDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 01 r T r 7/1/21 ATE: CAL.E: 1/4"=1'-0"' SHEET E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB + MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKE$ 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, $HALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC -ITN EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM$ SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1T1-I EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIREAMOIKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. 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 ELMNS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T 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 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO $OIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE FSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK I BALANCING DAMPER OR OBD 4 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) •8XI 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 SPEC. 1'-8'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vFL00R SLAB CLEAN -OUT (TYPN ) DEXT. GROUND CLEAN -OUT (TY�PN.I MECHANICAL PLAN SCALE: 1/4 . I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 W Ww.abdoslgngroup.wm AA #: 0003325 ro dd 6 94 N a 2 ���66ppp ���44DDD K� �I-u TQy 61 y1 Kai Raj �S5 S }y�Q�� }GyQ�I SUEIDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C 01 /AR NO 12079 i TE.. 7/1/21 KALE: X4"=l'-0 SHEET M1 pEg_p�� 2X4 TOP PLATE PLAN Y PRE -FAD TRUSS .11 1/2' CLG. BOARD irtw-S,u�!q� SECURE BT. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX 0,-0. FIN. FLR 2X4 WOOD STUDS •24. Oa. SLA15 ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE Ib' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE (�j�)TYP. INT. WALL (NON—BRG.) lllD1 SCALE, 3/4'-F-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENGG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS TYP. ON. VENTED SOFFIT ( 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 3 SW OR 1/2' DRYWALL 3/8, TOP CHANNEL (25 GA) 1/2* DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24' OL. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8, OR 5 CABINETS AND TUB/SHOWER 29 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED 16' OL. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH WOOD FLOOR ENERGY CODE FORMS ATION R-VALUES IRENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.G. 8' cm 1/2' GYP. WL. SO. - WOOD BASE — FIN. rLRjI, _ ° ° ,a W/ WINDOW OPENING n W/ 1/4' WOOD SCREW —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D1 SCALE. 3/4'.l'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SM.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 k 0'-C' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.19 AND 160'5B.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (a)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 CALE: 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 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. 2B GAS LINE THRU BLOCK \IQVeuw w•.r-r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON] PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT—/— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMU :4 ♦ ♦ 4�.4� I�Q�OOO�Ti�.0000T4�:�, i. .�.►fit �.��4�•� - w rpoo= APPIWVAL Rta a GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ l27 12d NAILS AS PER FBCR 105.1.1. • EQ END ROOF SHEATHING 2. BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFSACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS ax. 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SWEET 8N1. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRIOS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. WL. BID. - a, CMU i— WOOD BASE ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.1.3 AND 16095.1. i W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE �5�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.I'-® -N RLAYT1ENT 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 II OR ASTM D49*S TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 — bdeslgng-up.com AA #: 0003325 1 E X TA W f 00 u H � fA UBDIV. & LOT: BBOTT PARK LOT #35 BLK. #12 PROJECT 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C UL 202� a CANIVYELL No 12o 9 MET 7/1/21 So ALE: 1/4"=1'-0" SHEE D1 Tol", 2X6 P.T. • CENTER OP DOOR HEADER SECURED W / (1) VP X 8' J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X V6' WASHER 4 NUT At WV (2) IR' X 8• ANCHOR DOLTS WV 2' WP X Vo. WASHER 4 NUT N_.® CURE ax 0 TO OLK UY ® 114'TAPCONS 1 V2' EMBED. 6' O.C. 4' END DIST. 1 1/2' EDGE DIST. a SIDES, 2X6 GARAGE DOOR BUCK SECURED W/ x 8' J-BOLT OR ANCHOR DOLTS, WV 4' MIN. SMI EDMENT, WV 2' o X 2' X W WASHER 4 NUT. (1)WITHIN 8. OF TOP, (1) WITHIN8• CP THE DTM, RB CS) EVENLY SPACED. 0 IE O NOTES. ALL ANCHORS 64ALL DE IN ACCORDANCE TO MAWPACTURER'S INSTALLATION INSTRUCTIONS WHERE 6 MWfT1411GT1a1.16 A! � AT4tlHIGFHIT GARAGE DOOR l BUCK ATTACHMENT x4u, In•.re• S' cm IR' DR1'IW4LL ❑ I' .'X4T. NA DOOR DooR Ix4 P.T. OR 5/4'X4' MIR SECURE THRU RtAME 4 EMEND 1-1/4' INTO PILER BLOCK W/3R6' TAPCONB CASING (MIN. SHANK SIZE .1411 MIN. HEAD 812E 300 MIN. EMBEDMENT 1-1/4' WITHN S' OF EACH END JAMS OR WINDOW 4 b• O.C. MAX SPACING ATTACH TO 2X PER MANU'ACTJRE6 DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4')) DOOR JAMB TO BLOCK +3/4" OR +5/4" A 1/1NDOW TO BLOCK +3/4" OR +5/4" 7X4, 00 SECURE TO BLOCK W/ 3AV TAPCONS MN. 514AW 812E J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W OZ. MAX 8PACM 2X6, SECURE TO BLOCK WIM 3)16' TAPCONS (MIN. SHAW, 612E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 8' OP EACH END 8. CMAJ 4 b' O.C. MAX SPACING. 1W DRYWALL 2X8, ® PX4' 65CUM TO BLOCKNAILER WIK2) 3/16' TAPCON6 DOOR CASING (MIN. SWANK SIZE .W MIN. HEAD SIZE !00 MN. B"REDMENTI V4.1 WITHIN 6. OF EACH END 4 IVOr— MAX DOOR JAMB OR WINDOW OPACM ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SNM B AS NEEDED TO PLUM JAMB (DO NOT EXCEED V4'1 DOOR JAMB TO BLOCK +1 1/2" /e11RND01/ TO BLOCK +1 1/2" LJ� 2X4, SECURE TO BLOCK WV 3/16' TAPCONG (MIN. SHANK, SIZE 14D MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.O. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHAW SIZE J45 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1 1/4') UTNIN S' OF EACH END 6' cm 4 IS' Or- MAXCM SPACING. 14' DRYWALL 2X6, SECURE TO BLOCK I'X4• WK2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE J46 T/b' OB$. X 4• MIN MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN 8' OF EACH END 4 W O.G. MAX SPACING. DOOR JAMB OR WNDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/18" /1RN01/ TO BLOCK +1 15/18" 2X4, ED SECURE TO BLOCK WV 346' TAPCONS (MIN. SHANK SIZE .145 MIN. MEAD SIZE 300 MK EMBEDMENT 1 1/41) WIT14N 8' OF EACH END 4 IB• O.C. MAX 6PACIW- NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUT6I0E 4 6ECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/I6' TAPCONS 3/16' TAPCCN MIN. 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MM. EMBEDMENT I V49 WITHIN S' OF EACH END 6' CM 4 IV Or- MAX 6PACW- DRYWALL 1XA COO SECRE TO BLOCK IN4' WK2) 3/6' TAPCONS P.T. NAILER (MILL GNAW 612E J45 DOOR CASING MIN. HEAD 612E 300 MIN. EMIBEDMENT I V4') WITHIN 8' OF EACH END 4 b' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MA LUPACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +2 1/4" �� A TO BLOCK +2 1/4" 2X4, SECURE TO BLOCK VMS* TAPOON6 (MIN. 614AW SIZE AS MIN. HEAD 61ZE 300 MILL EMBEDMENT 1 1,149 WITHIN 8' CP EACH END 4 10' Or— MAX SPACING. 2X6, m SECURE TO BLOCK W N2) 3A6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 8• CMU 4 b• O.C. MAX SPACING. In' DRYWALL 7X8, SECURE TO BLOCK ❑ I`X4' WK2) 3A6• TAPCONS P.T. NAILER (MIN. SHANK SIZE .148 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WLTMIN 8' OF EACH END 4 b' OJ:. MAX SPACING. DOOR JAMB OR umom ATTACH TO 2X PER MAMFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3" r &UP mn LOCK +a" 2X4. 00 SECURE TO BLOCK W/ 3/16' TAPCCM (MK SHAW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4.1 WITHIN S' OF EACH END 4 IS• O.C, MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TA100" 3A6' TAPCON MIN. 1.114' (MIN. SHAW SIZE 345 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 5, cm 4 b' 04, MAX SPACING. IR' DRYWALL 2XM ® I ' PX4' SECURE TO BLOCK U P.T. NAILER W/(2) 3/I6' TAPCCN6 DOOR CASING MIN. SHAW SIZE .145 MM. HEAD 812E 3" MIN. EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END MEMBER WK2J12d WITHIN S' 4 W Or- MAX OF EACH END 4 6' TO 8' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, 614111 AS NEEDED TO PLUME! M'W ACTRES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" nw Tn SIT nra +s" 2X4, SECURE TO OLD= WV 1/4' TAPCCNB MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR w l DMENT 1 1/4') WITHIN d OF EACH 0040M. O - MAX SPACING. 7X6, SECURE TO BLOCK WN2) V4' TAPCONS (MIN. 814AW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 b' Or— MAX 8PACNG. 2XS, mo SECURE TO BLOCK WK2) V4' TAPCONS (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 6' CF EACH END 4 IS' D.C. MAX SPACING - a, cm IR' DRYWALL I'X4• P.T. NAILER 1/16' OS$. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN,FACTURES DETAILS. NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" n�ND�O1F TO BLOCK +3 7/18" 2X4, WE SECURE TO BLOCK WV 1/4' TAPCON6 (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I VW) WIT14N 8. OF EACH END 4 b' O:C. MAX SPACING. 2X6, cm SECURE TO BLOCK WV(2) 1/4' TAPCON6 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EPIMEOPENT 1 1/49 WITHIN S• OF EACH END 4 b' O.C. MAX SPACING. 2XM SECURE TO BLOCK WK2) 1/4' TAFCOJ8 (MIN. SHANK SIZE J45 M51 HEAD SIZE 3" MIN. EMBEDMENT I V4') WITHIN 6. OF EACH END 4 18' O.C. MAX 6PACING NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK LJ` 6• cm 1/2' DRYWALL F] 1'X4' P.T. NAILER I• P.T. X 4' MIN. P.T. Cne1NG DOOR JAMB OR WINDOW ATTACH TO 7X PER MAMFAGTRES DETAILS. NOTE, SHIM AS NEEDED TO PLUM JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" a IIINDOW TO BLOCK +3 3/4" 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 3i al o R NMI SU331:)IV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C J. CAN►NIELL NO 12M A rD—A7/1/21 1/4"=1'-0" 2 PREFORI'ED CONTROL JOINT FLA SME OF CONTROL JOINTS Td BE WIRED TIED TO LATH R S' O.C. MAX (VERTJ. NOTE DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES (W W LES MAY BE USED TO TEMP. SECURE CONTROL JOINT BURINS INSTALLATION —� PASTENER6 TO BE SPACED---777 • T' Or —MAX VERTICALLY //// I' THICK 3 COAT CEMENT PLASTER WRD LAYER 4, FORTIFIDER BUILDING PAPER APPROVED METAL LATH FASTENED -T (VERTJ O.C. MAX AT SUPPORTS UM LAYER -1, STUCCO WRAP WOOD SHEATHING LATH SHALL NOT BE CONTINUOUS v To a• a• To r THP4 JMW CONTROL \ N JOINTS BUT SHALL BE STOPPED AND TER AT EACH , DE. PROVIDE 2X4 BLOCKING PER ASTM Gi069 PLACED FLAT MAX W TO S' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON IiASTENERS, FOR LATH TO BE NAILS ORS i STRUCTURAL STUD STAPLES IN C APPLIANCE WV AS1M C1063 r 2. WIRE TIES TO DE (NO. 10) CJ0415' WIRE 3. BING LOCKSHOWN MAY 0E IN ADDITION/ \ TO WALL STUD6 MOWED PER PLAN O"M" TYPE CONTROL JOINT OLFOLD WWp.PT.A O I--. R. A 2. COWAN . R.6 A CIEAM . PT, C OLF0.D-.R.A 1 COWAN . PT.6 roLo w ® LFOLD NYNIrD . R.A 2. CIEAW . PT. M A COWAN . PT. C ♦ FOLD PT. C OVER PT. E TILL Pr. C TOUCW16 11i RANGE! Na MANSE tUaTee TIaOIT MAL FOLD. 012 ISM e1R. J' THICK 3 COAT CEMENT PLASTER (FORAMINA 117. 2 COAT CMIOW PLANMt (OW UM LATER 9, FORTIMSER BUILDING PAPER ~1111 COLT) UM LATER al, STTK,CO WRAP(ReAms ONLY) LAP LAYEE OF MIILDM NUP OVER HALM MANN. STOP owyl FRAh! oR cm (am ILL NYTALL FLAM4NS AT MCI TCH OF M 4 a," NIEEeaTIO6 NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MNMLIM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 V • HORIZONTAL LAPS. ALL SEAMS NEED TO DE TAPED WITH FORTIDER SWEAT14NO TAPE 1' MN LM . METAL LATH \ / LATH VERTICAL LAP TO BE 1' ^r METAL LATH OM LAYER % I %' THICK 3 COAT CEMENT 6TUC(JO WRAP PLASTER •nN R Y METAL LATH WRB LAYER 4, FORTFOER / I UMLAYER 7, FORTFIDE DUILDNG lilt R � DUILDNG PAPER 111F STucCO WRAP 2 SCALE, I V2'-V-V ® KICKOUT DETAIL � h'v Ca. 1' MN LAh1 LAP, 4' OVER ALL LAP � e . 0 = S_011111111 SIDE LAPS OF METAL PLASTER BASES SHALL DE SECURED TO IORAMINS MEMBERS. THEY SHALL BE TIED WITH 00418-11L (121-11M) WIRE AT NTERVAL6 NOT MORE THAN V (228-MM). AS PER ASTM C1063. FOR REPAIR OF TEARS IN WFO LAYERS, TEARS MAY M PATCHED WAIOUSE WRAP TAPE PER MANIP. SPED. OR PEEL 4 STICK WOOD SHEATI BUILDI PAPEF 6TUCO SHEATHING -INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) A6 REGIARED TO SECURE PIPE/ WIRE TO FRAMNS UM LAYER 9, STUCCO WRAP YARD LAYER 4. POWIMOM BUILDING PAPER METAL LATN 61r6' SELF -ADHERING MEMBRANE PLASWM OVER 4'x4' SELP-ADHERNS MEMBRANE PLAS14NO OVER APPROVED HOUSE WRAP. FLAMING TO EXTEND ONTO PIPE 4'N4' SELF-ADFEI%W. PEMDRAW FLASHING OVER APPROVED HOUSE NEAP. FLASHING TO EXTEND ONTO PIPE W COW DEAD OF SEALANT INSTALL APPROVED WOUSEWRAP AIR INFILTRATION DAIRIER OVER SHEATHING ELAGTOMI!MC COATING OVER STUCCO) ay. PINISH (SEE TYP WALL SECTION) SECTION PER SECTION Berlpr Ytlim 4n TJnWYm Exterior ueF N ceme nt ent plaslsr com ply mply with the epplioticn requirement. of ASTM C 920-1SC. installation of 9)ftdor lathing and framing .hail comply with ASTM C 1083-19a, or ASTM 1787. 4'.4' APPROVED HOUSE WRAP. FLAMING TO EXTEND ONTO PIPE I. OR LESS PIPE PENETRATION CUT WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER Tznncnllel I SCREED 5'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• ]/..L.EP 01. PIPE PENETRAT N.T.S. STEP 02 LEGEND 6'xb' KELP -ADHERING MEMBRANE FLAS14NG (COMPATIBLE W) HOUSE WRAP MATERIAL,) OVER 4'R4' SELF-ADMIDEV MEMBRANE PLASHM OVER APPROVED HOUSE WRAP. FLdBIJRNG '0 EMEND ONTO PIPE DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER 5UILDING PAPER) METAL LATH x—x—x—x STUCCO I. WOOD OR 7/1611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / A5TM C-541-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) OF 1 d N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 11: 0003325 1*4L SUBDIV. 7 LOT44 ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828—CALIT" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 2021 nA 7/1/21 Sil1/4"=1'-0" Al INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SOWS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE, OVER TOP i SIDES I. ,BOTTOM. 2. SIDES, 3. TOP X. VENT CAP 18 TO SE BET IN BED SELF WOOD SHEATHING ,.F OF SEALANT AT TOP AND FLASHING `` SIDES ONLY. SEALANT 18 TO BE WRB LAYER 01, TOOLED 80 A8 TO DEFLECT UNIT STUCCO WRAP WATER AWAY FROM JOINTS. PREMANUR DRYER 1441LONGWOOD, FLL 32750 BLVD. X:; E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN PH: 407-774-6078 %. JOINTS AND INTERSECTIONS CONT. SEALANT) WRB LAYER K2, FORTIFIBER FAX: 407-774.4078 APPLY SEALANT AT PERIMETER OF BUILDING PAPER www AA 0003325 wm BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL 6I0E6,14 CAULKNG • JOINT ALL AROUND SEALANT EIN El TOP 8 SIDES J' THICK, 3 COAT CEMENT WOOD SHEATHING PER SECTION R703.7 PLASTER LAYER -1, Extedor lethina and daaterina 59 STUCCO WRAP BACKER ROD I Exterior use of portland cement plaster shall comply with the application 61J DRYER VENT (BLOCK) Ye' TO Yd MID -WALL LAYER 4RT , FOIFIBER BUILDING PAPER requirements of ASTM C 926-18b. �.X. WEEP SCREED METAL LATH Installation of exterior lathing and framing , WOOD CONSTRUCTION FINISH .gyp D shall comply with ASTM C 1063-19a, or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO ROM STRUCTURAL WPM LAYER 'I, :x^; FLASHING a, cra MEMBER. r oc. MAX STUCCO WRAP ; ..• HOODED VENT BUILDING PAPER WOOD FRAMED 11 TO Jf rno-wa 'x: i• THICK 3 COAT CEMENT ovER'QUICK FLASH' — — — WALL n�sP e�wrn -- -- PLASTER HORIZONTAL WEEP SCREED METAL LATH _ ( FRAME TO FRAME) wRB LAYER n, FORTIFIBER PIPE THROUGH--� `' b' WIDE STRIP SELF BUILDING PAPER ;"" CRY WOOD SHEATHING I ' DEFORE .4PPLAINC WOOD SHEATHING —I MEMBRANE FLASHING - OVER BOX AND OVER 6' WIDE STRIP SELF APPROVED WRB ADHESIVE FLASHING, CLEAN LAYER el MASONRY BEFORE APPLYING STEP #1 5TEF #2 Z FLASHING ELEC. METER FIELD I VERIFY LOCATION ELEG. METER FIELD APPROVED STONE VENEER OVER SCRATCH COAT VERIFY LOCATION BELOW WRB LAYER 01, STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT NO MEMBRANE ENTERS BOX, 9C - MIN GRRADEAPPLI"0' ELT OVER MEMBRANE FLASHING MEMBRANE FLASHING W STONE VENEER -- METER APPLY TO FACE o. SELF -ADHERING (FRAME TO BLOCK, EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APRovED a0U8EWRAP ISOCYANOTE-POLYBLEND FOAM IL LAYER e2, FORTIF15ER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER STEP '*3 STEP #4 DRAINAGE PLANE (WRB BASE SEALANT AT POINT LAYER Of STUCCO WRAP) THAT ELEG WIRE PENETRATES ro � � dd 6 s� r SUHDIV. 8c LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT* 04181.000-35122 MODEL: 4EBB "1828—CALL" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C IC TING IF, ARCF�TECT WRB LAYER °2 (FORTIFIBER - - - - - COA ORVER BUILDING PAPER) CEIVE STUCCO SCRATAREA TO CH COATAPPLY (TE STEE T10/Plc V. wa METAL LATH X—X—X—X t 1 COAT OF PAINT W/BACK- OVER 60MIN e'•e.e.e° SECTION) ROLL PRIOR TO ELEC. METER INSTALLATION GRADE 'D' FELT -PROVIDE ; ; METAL LATH STUCCO PROVIDE STUCCO SCRATCH SEALANT AT ALL L t WOOD OR 1/16' ZIP WALL ® COAT LARGER THIN THE ELEC. CANo° R METER CAN JOINTS AND INTERSECTIONSMETER o ...e.e°. SHEATHING COMBO OR MOETER CAN AND J J. CANiVYELL SELF-ADHESIVE FLASHING - - - - - DISCONNECT NO 12M P I E 7/1/21 NOTE: METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #(p LE: 1/4"= 1'-0" H T R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. U PENETRATION PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL 9 RECEPTACLE A2 WOOD SHEAT14IN WOOD — ., CONSTRUCTION Il'i HAT CHANNEL ' TYPE 'X' DRYWALL - WOOD SHEATHING WRB LAYER N, STUCCO WRAP I' THICK, 3 COAT CEMENT PLASTER WRB LAYER'I,_y (` 9TUCG0 WRAP �v AMICO AM66-WFIIIC-,8m CUSTOM CASING BEAD IELD J NO GAP FOR M F (SHOWN CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.® CANT. SCALE, 1 1/2'.1'-0' EXT. WOOD FRAMED WALL 'WRB LAYER h, SUB -FLOOR DECKING STUCCO WRAP WRB LAYER 02, FORTIFIBER PRE-ENWO TFLIM BUILDING PAPER J' THICK, 3 COAT CEMENT WEATHER REOIOTIVE - CARRIER h PLASTER WEATHER RESISTIVE 6' OAF. • TOP OF WEEP SCREED BARRIER •2 TO SHEATHNG BEHIND WEEP SCREED "TEER3 COAT CEMENT 4' POSITIVE DRAM Arun METAL LATH _ _ _ wane WOOD 81NEATHRICs • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER M, K STUCCO WRAP ' WRB LAYER 4, FORTIFIBER m BUILDING PAPER i , 6'SELF-ADHEREIN0. FLASHING WRAPPED • GORIER OF CANTILEVER 4' POSITIVE DRAM NOTE: METAL LATH: LATH TO BE PER SECTION R-103,11 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL S/S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICIC, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION W/TEXTUREO 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL GORIER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER &2 I' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON 4EATHER RESISTIVE BARRIER N WEATHER RESISTIVE BARRIER &2 J* THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM L/VINYL CORP. 4' 111- POSITIVE DRAIN ntEP ACareen NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION I Yi GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT - ORY WALL P THICK 3 COAT CEMENT VINYL CASING BEAD PLAWER VINYL GORIER BEAD vINn CdBWG BEAD LAYER PROOFING Ist- LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP. EDGE PEEL 4 STICK) SET IN FULL DED OF 6' PEEL A SEALANT,V MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y♦' GAP FOR BACKER I JVXI Vs' P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS YMYL r•.nw_ BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 CARRIER •I STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO nab BARRIER 4 CANTILEVER PEEL 4 STICK • DECK MEMBRANE. UP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® V X 3' 26 GA GALVV, METAL DRIP EDGE -• SET IN FULL EKED OF P.T. OR SIMULATE SEALANT,,' MIN. WOOD (TREX) FILLER CONTINUOUS SPACE FROM ORIP FACE TO TREX �1,1'110 Y♦' GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING W FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER j' THICK 3 COAT CEMENT PLASTER METAL LATH .. --.� ....-.,.... WOOD SHEATHING WET XTl4RED l PAINTED BARRIER 9 FINISH WEATHER RE 1' THICK 3 COAT CEMENT 4 BARRIER2 1 PLASTER 4P IT1VE VINYL GORIER VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION CF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER *2 6' SAP. \ -PEEL 4 STI,CIC - I)Vx3' 'L' FLASHING FULLY EMBEDDED M ROOF CEMENT -IV X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF FACE TO TREX WEATHER RESISTIVE —_BARRIER' WEATHER RESISTIVE HARRIER &2 EXTERIOR COLUMN COLUMN SHEATHING LEGEND 4 STICK 6' a". \PEEL IVx3'•L•FLASHING DRAINAGE PLANE (UJRB SUB FLOOR ® FULLY EMBEDDED IN ROOF CENT LAYER *1, STUCCO UJRAP) I V X 3' 26 CsA. GALV. -••• • -I METAL DRIP EDGE WRB LAYER *2 (FORTIFIBER - - - - - VXI K' P.T. OR SIMULATED WOOD (TREX) FILLER. SET N FULL BED OF SEALANT, X' MIN. BUILDING PAPER) CONTINUOUS SPACE FROM DRIP Y4' GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOFING Ist MODIFIED 90 LAYER (2 LAYER PEEL A STUCCO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO YNYL cASNCi SEA° CANTILEVER WOOD OR 1/16' ZIP WALL i' THICK 3 COAT CEMENT PLASTER SHEATHING S/S' TYPE 'X' DRYWALL METAL LATH RED I PANTED E WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - FINISH FINISH i� I- THICK 3 COAT CEMENT -4' P061TIVE DRAIN WEEP &Caen PLASTER VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) —� SCALE, NT8 WOOD SHEATHING 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 2 1/2' Cr,Puee .usen FASTENED TO SHEATHING • T' O.C. MAX. C WRB LAYER'(, STUCCO WRAP i WOOD SHEATHING METAL LATH WIRE, LAYER -2, FORTIFIBER BUILDING PAPER ( ,� n SCORNER BEAD ® FRAME 1TA 2 1/2' k CORNER BEAD (FASTENER 4 SPACING A l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD C� BLOCK WRB LAYER h, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER—�, METAL LATH J* THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING WINDOW FLANGE WRB LAY( BUILDING METAL L< d' THICK, PLASTER WSELF-, FLASHINI DRIP C' WINDOW , 15B CASING BEAD Ca? WINDOW ( FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 1 WRB LAYER *2, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLODED >�THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1 N. RONALD REAGAN Bt LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 a SUBDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LL «/f 2021 r T -r 7/1/21 CALI: 1/4"=1'-0" SHEET WA3 IF Y.' GAP TYP �' THICK, 3 COAT CEMENT WOOD SHEATHING CAST TRIM PLASTERMETAL LEGEND 1X TRIM MEMBER TO Apt WRB LAYER 01,• STUCCO TO STUCCO WRAP SIDING TSIT[ WRB LAYER 92, FORTIP115ER DRAINAGE PLANE (WRB RANON WOOD SHEATHING BUILDING PAPER LAYER "I, STUCCO WRAP) SIDING WOOD SHEATHING WRB LAYER 4, FORTIFIBER i WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER - i WRB LAYER 01, BUILDING PAPER) 1441N. RONALD BLVD. STUCCO WRAP METAL LATH LONGWO -774-6 Y760 ! X—X—X—X PH: 407-774.5078 METAL LATH ! FAX:407-7744078 WRB LAYER "2, FORTIFIBER STUCCO WRAP WRB LAYER $I, STUCCO www A# 0n332Scom THICK, 3 COAT CEMENT ' STUCCO WRAP PLASTER e; i BUILDING PAPER90 ' CASING BEAD WOOD OR 1/I SHEATHING b'SELF-ADHERING � METAL LATH FLASHING ` b' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED - (EXPLODED JN THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD ; ;-------------------------------------------------------------------------- -- - - -- J' THICK, DRIP CAP 18 (CROSS SECTION) SEALANT PLASTERS GOAT CEMENT WINDOW FLANGE WRB LAYER "I, % METAL LATH STUCCO WRAP 3 i' VINYL ANGLED ` W BEYOND I I om CONSTRUCTION CASING BEAD WOOD SHEATHING WRB LAYER "2, FORTIFIBER " RWT EER WEIR �elanvE BUILDINGS PAPER : WEATHER RESISTIVE e� I WINDOW FRAME BARwER-2 WRB LAYER 02, FORTIF15ER METAL LATHjLAPISIVNG �� \ �. eeLF-,� I BUILDING PAPER h 13 PLAOMNG THICK, 3 COAT CEMENT +. a SELF-ADIERNG v WIEATHERRESISTIVEE-Z BEAD VINYL CASINGPLASTER '• 1BARRIER 9 STARTER STRIPuEATIERI�aRenvE I (W/%' FLEXIBLE PVC BACKER ROD)b'SELF-ADHERING ,, J \ BARRIER 4FLASHINGI�AONM ADHERINGIGALVD METAL 'Z'FT I I v III Z. FLASHING ING DRIP CAP i WRB LAYER 01, STUCCO WRAP, i W IIIY�X'. A e�R WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE TRIM O c� enrreCAeNG / ; b' SELF ADHESIVE FLASHING ; = H CASING BEAD (9) WINDOW °� !,;�;� RTRIM i WOOD SHEATHING H (FRAME, W/BAND) `ti >` OR AI D' �,T t 2X FRAMING • "N0 15C �, DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY log ® BLOCK TO FRAME ------------------------------------------- ---- ------------------------------------------------ 19 TRANSITION f Ya' GAP TYP >}' THICK, 3 GOAT CEMENT — NOTE: /' CASING BEAD PLASTER/ WOOD SHEATHING SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R I(d3.i.l / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER 60. YARD (UTILITY OR NOMINAL I I DOES NOT MEET SPECIFICATIONS) I WRB LAYER 02, FORTIF15ER BUILDING PAPER ; WRB LATER 01,LATH WOOD SHEATHING WINDOW FRAME WOOD SHEATHING STUCCO WRAP I WRB LAYER 02, FORTIFIBER BE � TR1cTION R LF MRING BUILDING PAPER i ! WRB LAYER 01, W,� 06ATWM6 !' I ' •. 1 , THICK, 3 COAT CEMENT -I STUCCO WRAP WEATHER RESISTIVE �� i/ BA BIERRESISTIVE PLASTER EATFEII&OISTIVE BARRIER S' MN. ABOVE TOP O•1. FLASHING WRB LAYER 02, FORTIFIBER x T Y • LAP OIDNG SAL i I a ' ANGLED ' BUILDING PAPER 1 �KIR-1 VE VINYL CASING BEAD i Rom' _ \ / WEATHER RESISTIVE BARRIER 4 i STUCCOWYWRAP i METAL LATH I VINYL CASING BEAD i STARTER STRIP SUBDIV. & LOT: li ABBOTT PARK LOT #35 BLK. #12 PROJECT* 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP.CIALC 7' THICK, 3 COAT CEMENT I I ��, WFLASW� b' WIDE PEEL 4 STICK (EXPLODED $ ; OVER FLANGE I AR�ECr VIEW FOR PLASTER / ; WINDOW FLANGE I STATE OF FLOFi�A CLARITY) GALVO METAL (LEATHER RESISTIVE Z' FLASHING BARRIER -1 TO LAP I I `I IY' x S' SR'AJLATED `' MIN. ABOVE TOP E-Z BEAD VINYL CASING , W bDo TRIM MEMO"1 O1` •z• �A6H i 2X FRAMING (W/%, FLEXIBLE PVC_ BACKER ROD) I E-Z BEAD VMYL CASING ` Y' X i' SIMULATED ` 2 (UVW FLEXIBLE PVC / u!3oD TRIM MEMBER MEMBER APPLY FULL BED OF SEALANT BETWEEN CASING BEAD C� RAISED FLAA6ELFRADHERNG ' ' FLASHNG "E1°'"G FLANGE BUILDING WRAP Ry,.ASIIING . , ``. BUILDING TH CEi NT ' TER \I� ;":::: I OR A"ROVECAP D SEALANT `�. WRAP ' ' JA�IEB 1'7A BAND (FRAME) WE IQMSISTIVE �•..- DARTdERI,EOISTIVE------------------------------------------------ 12079 SCALE: I I/2'. I'-0' E•Z BEAD vNYL CASNG BARRIER RESISTIVE BARRIER 4 �B a�eRimDE PVc PR D E 7 1 21 ® IFRAME OTO TFRAME °, MLWUCCO —Halt -2 RESISTIVE (? /� E Z BEAD WINDOW CASING AL 1/4"=1'-0" TRANSITION U n HEET 19 WA4 -' AYAEAMJt� S'AND1 GME SHOULD BE THIS S IN KEEPING THE VENT PROPERLY ALIGNED.VENTPIPEISSEALEDIFUTILIZED.NAIL INPLACE S SHOWN IN <- GKVANIZED USIND 1-1M' NNLAT EACH CORNER. DND DEMENT PREPARATION BNDUIDSEAPPLIED TO ALLSNNOLEEDGEGESNEAR OWNER EDGE AND AROUND THE RI E ENTIRE PEMETER AS AS CUTOUT THE GOOSE NTDPENING IN THE ROOF RECOMMENDED VEATHER COASTAL OFENI SHEATHING.S.IN OPENTAIN ACCD ZONES, CONSTRUCRON 20NE5. ICANCE TFANHE CHART SIZE THE VENT0 EN1W NECHANICANMWTANIS USED, 812E THE VENT OPENING ACCORDANCE W1TN N VENT FAN PIPING CONNECRON DNNUFACNRE'8 INSTRucnoNE. DO NOT GUN INTO TRUSSES OR RAFNERS WHEN GUTTING THE O1PMME�IN6aNG IN THE ROOF. � MOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE M THE VENT LAYS RAT TO THE ROOF SHEATHING. SUDS THE TOP AND SIDE FIANCES OF THE VENT UP AND UNDER SHNGLES. ALLOW THE BOTTOM VENT FLANDES TO LAY ON TI£ TOP OF THE SNNOIES. Fe-l--u� ROOF HOOD VENT DETAIL 6CALEN CUT AP PIR ED HOUGERRAP OAR SHEATHING, OAR EA 67W WALL TEMPO, FOLOA HOWBEIT TUCK RI I! MIA T FOLD IN AT All ST ys• EXTEND PLASHING, MN I' BELOW SILL rLEwBLE FLA6HENr. DO Nm SEAL BTOTTOM FIN Num Y*M LEAD FL404M6 (WITH END DAMS) NAILING PLANGE BEYOND JAMS FLASHING, INSTALL VINYL CM ALIGN FLASHING UY INT. EDGE OF SILL KID. MECHANICALLY FASTEN PANNED NOW& (CAP NAIu, STAPLED) INSTALL DUPONT FLE)BIAEAP AS h PLAS14M AT THE FOLD HOUSE~ DOW N TAPE DIAGONAL CUT A ACROSS HEAD Q• WINDOW PLUMBING VENT DETAILS SCALE, NTS INSTALL 6• WIDE AD�ENA - BAGCm MAXIMS FLASHM MATERIAL OAR DRIP CAP JOINT (PROTECTO-SRAP BT-20XL w EQIIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS 3B' NADE aR HEAVIER FVALLEYV—PELTELT SD/ UNDERIAYMENT ASPHALT ROOFING CEMENT _' •f i HIO PASTNERS VATNN 6" OF CENTERLINE XTPA FASTNERS IN END OF SHINGLE ND END 3"NDLE AT LEAST 12" BEYOND VALLEY CENTERLINE "CLIPPED OFF CORNER AT b DEGREES FROM VALLEY CENTERIN: 1. IT 16 THE CONTACTORS RESPOWEWLTY TO VERFY ROOF VALLEY DETAIL THE SUEAP, EALATSALLPRODIPAINrAuoING THE COMPATIBILITY SEALANTS A SELF-ADHCTS, N SCALE, NT6 PLAS14NO MATEMAL6 USED OUIRM CCMTIWAlCTION 2. INSTALL ALL MATERIALS MR M~AGTURM UNUTTEN SPECIPCATION , II MHWa SEALANT'* MAY REACT ADVERSELY F NOT COMPATIBLE. rL-E`1 AND SEAL JAMEL TO SILL JOINTS WITH I% POLLOWMG COMPLETION OP IOR RETROFIT WORK REPAIR SCHEME SHOWN 644ALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 H261 (O EG)AL) SEALANT A FLUID APPLIED M-4614NO (LANDO WIUTE•6EAL Pr OR EQUAL). SLOPE SILL TO EX I. IT 16 THE CONTACTORS R98P"IERLTY TO VERFY THE COMPATIBILITY OF AL PRODUCTS NOLUDNG SEALANT* N SELF-ADNICRING PLASHING MATERIALS USED DURING CONSTRUCTION 2. FLASHING AT EXTEPSOR WINDOWS AND DOOR OPENING*SHALL BE INSTALLED M ACCOR®ANCE WITH MANUFACTURER'* INSTALLATION I STRUOTION6 AND APPROVED METHOD U OF FBC RTOSA U IN ACCORDANCE WITH PENEGMATION MANUFACTURERS INSTALLATION AHD PLASMN6 NETISCTION16. yYR W& SEALANTS MAY REACT ADVERSELY IP NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407.774-6078 FAX: 407-7744078 www.abde61gngrou p.Dmn AA M: 000332, 4 SEE 1a lei aC SUHDIV. 770071 ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB NN1828-CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C it APNqIM79 DR E 7/1/21 ALE: 4"=V-0" HEFT WA5 2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP DRIP EDGE I�\ 1� 1/8' TEXTURED FINISH O WOOD I �\ 2X6 SUB 1/2' TEXTURED FINISH a CMU METAL FASCIA \� WRAP V FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� �l ©PLAN B 1/0' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH 1 \_WOOD SHEATHING jj OR cm LLFZ LAYER M, STUCCO WRAP(FRAME ONLY; WRB LAYER -2, FORTIFIBER BUILDING PAPER - (FRAME ONLY) �. NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) 00 \�. \\` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ROCFW. CEMENT DRIP EDGE METAL KICK OUT l/8' TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH A CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK ®E L E Y,4T f aN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL)4N )4 PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND WM'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (& WALL 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 rL x x x x x x .. .. SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Ui'x4' NOTCH A END, WRAPPED IN PEEL t STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Il 'x4' NOTCH A END, WRAPPED IN PEEL t STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y chi � F c N W E O0 SUHDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CAU" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C 0 T 2021 JDA i 7/1/21 sc E: /4"=1'-0" dd A6 11'4" 28'1" 9'-6" 18-10" 3� 36'-2" 3'1" � T SLAB — —FM-12X12 — F — — — 1 — — — — FM-12X18— i IN m 4"CONC. 4 wa SLAB 1A N O w in 0- zLF-24X24 i 3 1/2" 1 -0" *:3 10'-01, 1.1 i r 1 FM-12X18 EXTEND fir( 1.1 SLAB 1 1/2" 4" PVC r I 1A CHASEri / i/ I � r/ I 0'��U� � 0T801, TOP OF i I SLAB % i/ I Ix � i� it i/ r -' I I r, r, r/ / 19'-0" 5'-0" i 15'-8" I 1AEm if 1.1 O./ 1 TE-1 J _ ry I *-51/2" e T-811 1 T-8,. 5 T-O" I 11 I I I III I I oI 1A 1 EXTEND SLAB 1 1/2" SIM. 1A 2 )4" CONC. �( m FM-12X18 m 1.1 fA SLAB (Lwl r I • I 1A I +-31/2" N al I 3'_5" 1/2" SIM. 2 1A ,v71/2" 1 1A 1 L 1.1 FM-12X18 1.1 1.1 J _ FMC-12X18 0 ' FM-12X18 FMC-12X18 4 4 Lt 1.1 10'-2" 3'-10" 2'-8" 16'-0" 2'-8" 21'_4" 14'-0" 4'_4" 39'-B" INS FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +.0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4% SEE SURVEY PLOT FOR NAVD. S. 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, GINDICATES #6 BAR,IIIINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", 06 =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 WS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1P2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 10" - s FM-12x12 17, CONTINUOUS 12" - (2) #5's FM-12x18 12, CONTINUOUS 18" - (2)#Fs FM-16xi8 16" CONTINUOUS 18" FMC-1208 12" CONTINUOUS 19, - O 's VARIES F-24x 4 1.. 24" Mns s ()0"4" FOUNDATION PLAN SCALE: 1/4" - 1'.0" 1 N. RONALD REAGAN 8t LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r� 94 x } N W f 00 O SUBDIV. & LOT: ABBOTT PARK LOT #35 BILK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C STATE OF ROWA p 7 CAMWWELL 12079 p N 7/1/21 AL :1/4"=1'-O SHEET s1 3C MIN. EACH WAY C MONOLITHIC FOOTING } STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND — c ° ° ° CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d .- 5 SPACING REQUIREMENTS c S ° '...� GARAGE DOOR w ¢° RECESS g0 rc`� ON > FM �N i 8" CMU WALL ,� 8" CMU WALL I� • I CORNER BARS, SAME SIZE AS LARGER BAR I B' b € z FO € +- IN FOUNDATION WITH 30" LEG EACH , •I. N y +- p� ° TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I .°° SO THAT THE STEEL REINF. IS CONTINUOUS LAB TOP OF SLAB ° Ij MATCH AMOUNT OF CONTINUOUS BARS I •L� CURB FOR ° ' EXT. PORCH SLAB °.., SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1 STORY) 18" EXT. PORCH SLAB4" ;� - VARIES SEE SLAB SCHEDULE TOP OF GARAGE CHAMFER ILL I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET - �:p, AT ELEV: ION • • DINT (WHERE 6" CHAMFER (2-STORY) #4 24„ W/ 12' ISDIATION o° (1 -STORY) 6" CHAMFER (2-STORY) 0 0 11�� APPLICABLE) z SEE SCHEDULE #5 3D' JOINT (WHERE •: APPLICABLE) 4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING € FOR V*Q BAR SIZE #6 36, z FOR V.BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST F AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 70 3, PROVIDE 2 BARS), UNO #7 42' - EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 3QALE: 3/4"=,•-0' 2 BDALE: 3/4••=,'-0" CORNER BARS DETAIL DOOR OPENING GARAGE 3 4 SCALE: 3/4"=1'-a' (1) #5 REBAR VERTICALLY W/ CONC. € w POURED CELL S m 8" CMU LAP TOP PLATE A MIN. OF 46' #4 REBAR �24" O.C. ® CENTER OF AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 9' SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN € w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 5 I WALL W/SYP Z' CAPPED NEW REINF. BAR NQ 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE w SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12k9" WEDGE ANCHOR W/ Z' _ W/FLANGE 0 BASE Q EPDXY, MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH ° 8", UN zj 8 FOLLOW ALL MANF. PLATE 5-12" EMBED. MIN. 16". OC N 4' CONC., REINF. W/ I SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAXEPDXY BTM AND M W" #10 WWM ON I USE AND p 6-MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF ANCHORS WP10d x 1E 12' w VAPOR BARRIER ON SLAB W/(4) 1/4" X 2 1/4" w B HOLE. COMMON NAILS FILL ALL a • ICI ' -0 WELL -COMPACTED TAPCONS X ALES, DO NOT USE 10d > 1 CLEAN FILL TERMITE SEE SLAB SCHEDULE TREATMENT SHALL BE 4 oQO} 0' a' S BORA-CARE QQ v' ° TOP OF SLAB ° —` (2) CONT. #4 REBAR 4" CHAMFER (1STORY) - f 6" CHAMFER (2-STORY)-- < •°' (2)#5 REBAR ON CHAIRS s • ° . •° 2,000 PSF VIRGIN SOIL OR 95% 12" MIN. DEPTH INTO COMPACTED SOIL EQ. EQ. SEE SCHEDULE VIRGIN OR ENGINEERED SOIL Q O FOR ESCXD, BAR SIZE SLAB HEIGHT LESS THAN 3'$' PER PLAN BOLLARD 5 ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP 6QALE:3/4"=,.a' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL �+ V SCALE:3'4"=''� (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE:34"=1'-O" 1 A SCALE: 34'=,'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARINGTrREO PROVIDE BLOCKING 2A OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SE WALL W/ SYP No 2 STUDS SEE € PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO o a PROVIDE DBL. TOP PLATESECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL SLAB W/10d MASONRY 16" O/C STAGGERED. i NAIL 16" O/C STAGGERED. ADDITIONAL METAL y ADDITIONAL METAL CONNECTORS NOT 8'CMU WALL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (7YP.) UIREDWHEN NO UPLIFT IS PRESENT. +- O8" CMU FILLED CELL (TYP.) t•': ...—.��.��. TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE 2X WALL FRAMING !!! SEE SLAB SCHEDULE 12' DIA. SIMPSON STB2 BOLTS 5" +-0'-(Y• +-0'-0" o MINIMUM EMBEDMENT INTO TOP OF SLAB74t TOP OF SLAB q<i "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 18" O.CVERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR MD, BAR SIZE FOR VMD, BAR SIZE . / AND BAR QUANTITYAND BARQUANTITY ,•iLqSEE SI SIZETITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TOeJtlUL INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD ,,,, BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL 8 9 SCALE 3/4"=V-0" (NO UPLIFT) I V SCALE:34"=1'-0" 11 scALE: 3/4"=1'-0'• scALE:3/a"=r-a' (NO UPLIFT) 1 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 �sN 2 R SUBDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 7 2021 r n E: 7/1/21 CA E:1/4"=1'—O" S1.1A /I TIE VERTICAL RE BAR TO HORIZONTAL REBAR W/ 1a' HOOK GROUTED BONDBEAM q VARIES PER ELEV. 1441 N. RONALD REAGAN BLVD. °-. q a LONGWOOD, FL32780 i ° - q` °- PH: 407-77"078 ° FAX: 407-7744078 www.abd"lgngroup.com AA #: 0003328 #5 BARS ° 5 0 S CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FUR. a ° TIE ERTICAL REBAR TO HORIZONTAL Eli REBAR W/ 10" HOOK M F r BAR SIZE1 48 BAR DIA. #3 18 CMU UNIT DIMENSIONS #4 24 m ARE NOMINAL SIZES #6 3a' #6 O SCALE: #7 MASONRY SYMBOLS 42' % 3 3/4"=1'-0" HORIZONTAL/VERTICAL * � rn 1 REINFORCING f SCALE: 3l4"=1'-0" 0 9" H � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o mV SPACING REQUIREMENTS q�I�J Oy 8"CMU WALL TOP OF SLAB q TOP OF SLP,B ° EXT. PORCH SLAB ° ° SEE SLAB SCHEDULE f CHAMFER (1-STORY) BAR SIZE 48 BAR DIA e° ' q - O W/ 1/Z' ISOLATION 6"CHAMFER (2-STORY) #3 18" JOINT(WHERE #4 24 APPLICABLE) MATCH STEEL #5 30" 6" PVC CHASE 2 it REINFORCEMENT PER SCHEDULE #6 36' 6" PVC CHASE THRU FOOTING SUEiDIV. & LOT01,11 ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C THRU FOOTING #7 42' MATCH STEEL AROWE=, SEE SCHEDULE REINFORCEMENT STATE OF FLOPoDA FOR MD. BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE 3/4"=1'-0" Z 107a potl : 7/1/21 CAL :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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1 Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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 RS36, .177" " x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.0.6.=TOP OF BEAM/ B.O.L.=BOTTOM OF LINTEL/T.O.A.=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END. O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f. (p.I) SIZE MH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sx8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES --------- -'-------------------------A---------------� 8F16 MI N.-1 T/0M/1 B 17,11, BTM. OF LINTEL 0 T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" - 1'-0" d N. RONALD REAGAN BL LONGWOOD, FL32750 PN: 407.774-6078 FAX 407-7744078 www.abdoeigngroup.com AA A: 0003325 �0jI 1: M 04 SVHDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT* 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C a sCAL'S"/4"=V-0" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR 91.8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 41 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING e" �t • PLACE STEEL HEIGHT. pF� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 81x16" r 0 S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1>S / TOP OF THE LINTEL. I. s I: 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR W/ 10' HOOK aNp 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. mil` LONGWOOD, FL 32750 P[,FE 8x16 DEL BOND TOP OF PH: 407-774-6078 �,2 a BEAM WI (1) #5 BAR BOND BEAM FAX. 407 774-0078 ,1L�0 EACH COURSE • / www.abdesigngroup.com 8x8 BOND BEAM TOP OF AA #: 0003325 • gtr W/(1)#5 BAR .ti. BOND BEAM OF F = FILLED W/ GROUT 77 30' TYPICAL I F <NO U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 A V'�NEO 16-1 T/1 R Bx8 PRE -CAST CONCRETE pF-FOP NOMINAL-�� LJ LINTEL W/(1)#58AR (L2) MASONRY e HEIGHT #OFWS,TOP LENGTH OF BAR = WIDTH OF OPENING-7 BEAM DESIGNATION CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR REINFORCING OF BOND BEAM THATXFXX-lT/1MB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE 1 AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-D' IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T,OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") &' FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT � ad dd 6 2X6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST . 3 1 4' OR DRIVE PIN (MIN SHANK WINDOW 61ZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") &' - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT N 2x8 (MIN 2 X 3) 2-3/16 ul TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING Q O 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ V 18" O.C. MAX.MIIDMENT MIN, 2-12d PER BLK. EA. END S' TYPICAL MASONRY WINDOWVCMIU 7116" SBSHEATHING WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAILS H (fib" , 5 SCALE: 3/4" = V-0" , 0 r SINGLE #5 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM SUHDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ARMMM- 8TA7'E OF FLOFtlDA PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION 1 U BOND, BEAM CHANGE L e207 CHANGEIN ELEVATION OF BOND BEAM L NO INT 1 TE: 7 /21 / ALE: 1/4"=1'-0" T fES 2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 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 PBS36, .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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES COMMON NAILS & SECURE TO BM. W/ SIMPSON LTATA 2 USED TO w ' BRACE TOP OF WALL. n [53 U 3 (Z CJ1 :EJ7 II CJ3 n x s 1C i nn n n n n x n n n n N II 3'1 IuI ry A7TACHII4'-0" LONG 2X SCAB TO N u CJ5 �.: m n II TRUSS W/ 10d NAILS @ 6" O.C. x n u n x = (4" FROM EA. END) A14 I I I 6 1 1 yip gj aI1III� yA LL a �i a aes = a� a� as a=aC IU aco CI 1 I I ow _ °x aaa� a a aaaa a U a PREfABRlCATED a aaas MAX a I II I sas�a�p �aassa ex�a W U O It O W mameaa=am=ammaaaaseaaaa J 2 = maa®. m 1 ki- 0 1 I =®- ---- ---- Od I I I !? p am 30 = a = a=a=s am=aa a IA I 1 I I I I I I a�aar�s s�sa�a a�_assa S��_rposa�a I I 1 FRAMING PLAN SCALE: 1/4" = V-0" A CJi CJ3 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com � AA #: 0003325 9 a 2 a u a�1 SUSDIV. 8c LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C << 'p .f `. 7/1/21 CALF: /4"=1'-0" SHEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON 19) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WAUJFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", AND TRUSS AND (4) 1/4" x 2 1/4" (4)11"x SHEATHING 16d x 1 NAILS TO TRUSS (9) 10dz 1 NAILS TO 6, 8" x MAY ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DB DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDER, PROVIDE 5" GIRDS R W/ 100 NAILS, 2 ROWS, 3" NAILS, O LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2' x 4% (16) 10d x 3 }'NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6', W 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 TO ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN )11010tl TRUSS AND (4)1/4" x 21/4" TITEN 2 CONTINUOUS BOND BEAM 1x2, 2z WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS N EL CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. J' x 2 J" TO GIRDER 2z SECURED W/ (3)16d B{1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD (2) }' x 5" TITEN HO TO CMU AND (18) SDS }" x 1.2 SECURED W/ 10d TRUSSES 9 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2z SECURED W/ (3) 16tl C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' x 671TEN HD TO CMU AND (18) SDS *'x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEIS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2' COVER & 2' APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b 1 c TYPICAL ROOF GIRDER CONNECTOR(S) SCALE 3/4"=T-a' 2a 2b 2c 6D L 4"=,' " GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)120 C EA TRUSSES WHERE LSTA12 20 GAUGE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W/ 10dx1/2 HOG NAILS COVER 5 TRUSSES) 4'-a' O.C. (AT SHEATHING EACH END. TOTAL OF 10 SEAMS) 0'-0" TO 30'-01' (1) "X" BRACE FLOOR 30'-1" TO 60'-0 (3) "W BRACE SECURE 2x PT. PLATE GIRDER 6'4" MAX (Wnx4) (1) "X" BRACE � CENTER TO BLK W/ 12" DIA. OR 10'-0" MAX (W/2X4) 'X* BRACE DIVIDED ANCHOR BOLT W/ 2' * FROM CENTER TO END(2) . WASHER WASHER SET HIGH O 2x WOOD FASCIA, STRENGTH EPDXY 6' P LEVATION ix4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32"OC PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION P.T. PLATE W/ 12tl's 8" STRENGTH CLG. BOARD `� � MAY NOT BE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2), � REQUIRED TRUSS ENG) CONT, 2x4 SECURED W/ 16d TOENAILS (2) 10d's B' EACH TRUSS TO BE INSTALLED C DOUBLE TOP PLATE /8" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. BEDMENT WOOD ROOF TRUSSES & (18) 16d x 2x4 OR 2x6 WOOD BEARING LS TO POST., WALL W/ SYP No 2 STUDS SEE jjL ITDRECTLYSEE SCHEDULE FOR PLANS FOR SPACING. SINGLE BOND BEAM REQ. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER . MAX., OR 2z4 BTM. CHORD BRACING END TYPE CONDITION, IF ° 1 - t♦ - i- . ° la -al O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END (D GIRDER/WOOD POST CONNECTIONS SCALE 34"="°" PRE-ENG'D TRUSS SCALE:3/4"=1'-a' `a FLOOR TRUSS CONNECTION @ L.B.W. Y 6OALE �4=10(NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4'D HOLE EDGE 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 >516' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D OBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.774-4078 wwwabdesigngrou p.com L AA #: 0003325 A soil fl o ID a y1 }�e� SUBDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT* 04181.000-35122 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 711 J. CANTM ELL NO ! 79 MAT 7/1/21 SCALE: 1/4"=1'-0M SHEET S3.IA 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'4" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'4" (1)'X" BRACE " 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2. FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � W/ HIP RETURN SCALE:3/4"=1'-0" VTCR SPACING (1) AT EA AND 6'-G" O PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS 4'dP O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12ds 8" O.C. MAX TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0' Il N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 O �W # Q a+s� SVHDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 0, ID J. CANMOLL AR NO 12079 ATE: 7/1/21 N C ALE: 1 /4"=1'— 0" SHEET s3.1B GABLE - END 1F-=IF NIP RaDF � 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 (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.801 ZONE 3, = 83.80 PSF (93.80) ZONE 2r = 61.80 PSF (79.80) W- 4W' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1(40/20).FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19l32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLEEND. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 21/2' 0,131 F1667 SCR W SHANK 170,000 RING (16-20 RINGS RSRS-03 Sd RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS01 KAF I LK UK I KUJb - ROOF SHEATHING EXTERIOR SHEATHING Z F USE 1/2" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 a O.C. AT PANEL SIDES AND SO RING SHANK GUN NAILS 4" O.C. TOP 8, j 3 El nil BOTTOM PANEL AND SO RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED 1,j- PER MANUF. SPECS.) SEE DETAIL, I BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS 4" O.C. ON EDGE AND 6' O.C. IN FIELD TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING ZONE 2e, 2n, 2r tOd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP ZONE 3,3e, 3r 1. NAILS R 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16' O.C. FIRST 4 BAYS W/ 12)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE NOT, • ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 84 RING SHANK GUN NAILS Q 4" O.G. TOP & eoTTOM EDGES �w �Q y0 TYP. EXT. SHEATHING ATTACHMENT - lOd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ` C#8 2" DECK SCREWS 0 6"-8" O.C. MAX EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUS -FLOOR SHEATHING FYP. 3/4" T&G SUB -FLOOR UECKING GLUEU 10 ALL EXPUSEU MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3303M MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pR0yl0E 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BECHAMFERED 3/!'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2D20, 7#I EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-16 NISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLA89-ON{.ROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGSSEAMS LAPPED 61NCHE5 AND SEALED WITH ADHESIVE TAPE. . PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7#I EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1G64M, 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 TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' 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 NFFLORIDA.TRUS DESIGNS SHALL O SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN LOIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A048/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: N THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 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 20 pal TOP CHORD n n<oncun t REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -none current #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RESAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. TOP CHORD 20 pef TOP CHORD (7 psf psfT GVPCRETE) (7 sf ASPHALT SHINGLES) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 p BTM CHORD 5 psf BTM CHORD 10 B C THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE (FBC D20) EXPOSURE C, RISK CATEGORY IO SC INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BIT ATTIC UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40W, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS50pBf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40ps1, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH LENGTH ELEVATIONS DIMENSIONS ETC. WI THE CONTRACT DOCUMENTS AS TO QUANTITY E 0 , 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 ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90 GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WILL . SHOP DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALLTRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH THE WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WE" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE CEO -TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: SIM EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M, Fy = 36 lal FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 lai. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 KSi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED PAX DESIGNS WITH HISTOPoCAI STRENGTH DATA FOR EACH SEPARATE MI% PRIOR TO OTHER BOLTS SHALL ACCORD STM 25/EWT BOLTS THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED Sd- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, IN CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS SATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS). R FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-112' FOR fb AND SMALLER 7 FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-irY FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A-1-ON 81ZE ttPE SPACING REMARKS APPUWTION SIZE ttFE SPACING REMMKS 1 PTFURRINGTO MASONRY I WING CASE HARCENEGCGL MAIL I III LONG. a NC GMAOE DOOR BUCK MASONR-NC. Il4'IXA. NO WASHER TgPCON MASONRY FASTENER S" OIG ED., 4- END DST., ? EDGE DST. SGD AL. EXT. DOORS CASE HMOENEDGOIL 9" OC W DOMADOORIFASTENEO ARAGE DOOR BUCK 1P DIA OR 15 DID IBIS' DAI E RASED. 4 END pST., IV PT...NOTES MAMAIL11?LONG. STAGOEREO INTO MASONRYICONC. ONROCONC. Wt� EXPANSION BOLT 240IC(1?DA) 3'EWE PST. WINGOW BUCK CASEMRDENEDCOIL B.- WNDOWrv000w FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING IRA PT, SEE NOTES NNLI III LONG. STAGGERED INTOMASCNRYIWNC. MASONRYICONC REQUIREMENTS EXT. -N.- h PT BUCK . SEE NOTES (q) YISTNA WASHER RAPC M FASTNER 1B d0 11? EMBED, S" ENI. GET., I III EDGE DST. -EA.. WOOD WALL TO CONC. SLAB E%PANSIGN ."EMS®.1" END BOLT 2< p0 . B• EDGE DST. PTVaINDOW SUCK AF 21219" H'pC 4'END. pei., t 1? PT TO STEEL COL., SEE STAGGERED EDGE T. NOTES W WA NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND ZX MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE, 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � Z dry Lk6p Lp� 1y nW f Q Zi I SUIBDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT# 04181.000-35122 MODEL: 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS W. 160 MPH EXP. C IWEA J. CANr*M.L \ NO 12M DE:A 7/1/21 SCA :1/4"=1'-0" SHEET s N1 w © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED ` THRU SOFFIT/ T NAIL HEM AND IN VALLEYS ® FASCIA J-CW �" MAX. DETAIL A FASCIA 7D 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 7DSTAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @- 12" O.C. MAX (INTO NELQS 7DWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED 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 -al lo- DETAIL D 7OSTAPLESINSTALLEN J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFITf l ( J-CHANNEL-/ J" n nCTA 11 C J-li f7P11 V I V C L TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR @ 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSSMO / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN --T--SOFFIT 1D HANNEL(2)DETAIL B J —lr"/"%1 V I Y G L. FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS (D 11 1X2 WOOD BATTEN r-2X2 WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. ,,,-STAPLES INSTALLED @ 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) SPAN 'L' SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END G) f, DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7D 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. 13.519 .375 .375 >{i• .4 3.625 3.625 3. 5 .o ii 12 +� s� I DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 ,1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 oil s UBDIV. & LOT: ABBOTT PARK LOT #35 BLK. #12 PROJECT{/ 04181.000-35122 MODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C JUL C, 7A21 JAM J. CANTINE -L NO 12079 P p ET 7/1/21 tic F E: 1/4"=1'- SI-IE SDI w