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HomeMy WebLinkAbout7827 Sail Clover LnI-- 99 18284EBB-CAL199 - HOMES 12602 TELECOM DRIVE, TAMPA, FL_ 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 cAU 'OPORKSHAJ q'S A N 1_­.' f iL r ka�� 2 1 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS IWMM BUgDW CODE, F=ZMU4 7M EDITION (2020) -ALL 1W& AND STATE CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH E(POSURE - C I -STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASV.ABOVE LAV. LAVATORY kc AIR CONDITIONING LUM LUMINOUS ADJUSTABLE Nic. MEDICINE CABINET Air. ALT, ALTERNATE MFR_ MANUFACTURER AMPERA E NUN. MINIMUM BADNU BOARD M1. METAL THRESHOLD CL CENTERLINE MT MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S.140T TO SCALE CLR. CLEAR OC. ON CENTER C C, CONCRETE PL PROPERTY LINE CPT. CARPET PU. PUSHBUTTON C, CERAMIC ULE PH. PHONE D, DRYER PLT� PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA, DIAMETER PT PRESSURE TREATED DIM. DIMENSION R. RISER DISP, DISPOSAL BAD. RADIUS DR DEEP R.A.G. RETURN AIR GRILL DR DOOR REF REFRIGERATOR D.S.DOWNSPOUT RM. ROOM D7L. DETAIL RO. ROUGH OPENING DW, DISHWASHER S.C. SOLID CORE EXT DR EA EACH S.D. SMOKE DETECTOR ELEV.ELEVATION S.H.S SINGLE HUNG EQ, EQUAL SHT SHEET P E)GIAUST SHTHG S THING EXT. EXTERIOR S SHOWER F G /EX. F EDGIASS S M. SIMILAR F.G.FUELGAS S . SLIDING FIN. F SH ST. 01, SLIDING GLASS FLA FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL F DR, FRENCH DOOR SECTION FTG. FOOTING T13V TEWEREDGLASS GA GAUGE FLUX. THICK GAR. DISP GARBAGE DISPOSAL T.O.C. Top OF CURB G.EL GROUND-FAUI T CIRCUIT T.O.P.T INTERRUPTER' T.03. Top OF PLATE OPOFS GL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS N01M H.B. HOSE BIB OTHERWISE HC, OLW RV.P' VAPOR PROOF HDR, H HEADERLOCOE W. WASHER HGT. OR ITT HEIGHT W/ WITH TNSUL INSULATION WD WOOD INT. INTERIOR WDW, WINDOW W111 WATERFIFATER W.1 WROUGHT IRON DATE DESCRIPTION 6W6/16 ODS MM ARCHITECTURAL SHEET # DESCRIPTION OM/10 2on MC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES FIG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN FIG MI —MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS FIG D3—PRODUCT APPROVAL PG WAI. —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5- WALL ASSEMBLY DETAILS PG WA6 —WALL ASSEMBLY DETAILS - &%AS CDS FE-ISSUED 0212VI5 SIDING. ELEYATIOI* ADDED 0346/15 CDS RE-ISGIM 04AW FOOTM REVISICN PER M. 5 06/21/0 COI RE-ISGUED 02ft" ADDED 0.110LE86 FOOTER AT GARo*E DETAIL (FORT MYERS) 02/22/1% PLAN MANTENANCE REVISED LINTEL SIZE AT FRONT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALCS M4AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER ULL 15ATOM (MELS) 0041M REVISED 14VAC VOLUMES ON SOFT CALC SCHEDULE (MELB) LIVNGS IA20 SO. ;7T. GARAGE 430 eG FT. ENTRY 16 SQ.FT. LANAI So. FT. TOTAL 2-462 Sa FT. 86=9 ADDED TXTERIOR MOW DEEP FOOTER' DETAIL 12/RIA (ORL) 06,21M ADDED LED LWM * KJTCWN 4 BATH PER MAW, WAS 61/" ADDED STONE OPTION ELEVATION C 4 0 (TAMPA) OSAWS ELEVATION V SIDING -ADDED LOUVER It GAME ROOF iO4SAij ADDED OPT. 8'-0' CEILINGj NEWTS ov" REPLACE USP CONNECTORS UT14 SIMPSON CONNECTORS V"VX MASE EW-AVENT RADON PLAN DIMENSIONS 04AMO OPT. 8'-0'CLGL WiT.- ADDED LED Lri-IT IN FOYER 04A" OPT. V-9)'CL& NOT. ELEVATION 'C'- REVISED HEIGHT OF ARC+"Y 05/ftM ADDED ELEVATIONS V 4 `M' (OR.) STRUCTURAL SHEET # DESCRIPTION VII&M AWED ELEVATIONS 7%*-`MH*-MS'(OR_) PG Sl-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG 93-FRAMING PLAN PG S3.lA-DETAILS PG S3.1B-DETAILS PG SN1-DETAILS PG SD1-SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's 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 VNEITRUCTION BASED ON THE DRAWING SET. OV041 MO FW UPDATE CUMI ADDED WRIT DETAILS 0446121 ADDED ELEVATIONS N' 4 10, (OR.) 04411121 ADDED STOW OPTION ELEVATION 'W(MELOCURNE1 0510WI ADDED ELEVATIONS 'Q' (ORE) 0S/WI ADDED DEN OPT. (TAMPA 4 FT MYERS) d N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 _ 91tJ91DM & LOT: ABBOTT PARK LOT #24 1 BLK. #7 PROJECT# 04181.000-24071 MODEL: 4EBB "1828-CALI" GARAGE 87RNG: LEFT PAGE: COVER SHEET %160 MPH EXP. CJ 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 WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 V2 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 ARCHTTECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES 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 R30Z6 & 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''%' PVC (SCHEDULE 40), INSULATED WITH % AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 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. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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-C1063.19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CERJNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBISERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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) & N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA k: 0003325 a 0 0LT8DIV. ae w ABBOTT PARK LOT #24 BLK. #7 PROJECT* 04181.000-24071 MODEI,c 4EBB "1828-CALI" GARAGE 911ING: LEFT PAGE: GENERAL NOTES 160 MPH EX. C 17 scA=. 1/4"=1'-O" sFIEET GN Elms 01111101- mn_mmmn� _ - -- IIII ■■ ■■ IIII � � ■■ ❑❑ ■■ — ' - o I�I ICI ICI ICI I T—�� I „ IIII ■■ ■■IIII ., m ,� '�' ICI I�i i�l ICI IIII ■■ ■■IIII_ - _ _ FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS FER FBCR R903.4 OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT AREAOFATTIC - 236450. FT. NET FREEVENTIATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2WI/30D 7.88 VENTI IATION AREA SQ. I NICHES PER FT.(144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 567.36 SQ, IN, OFF RIDGEVENTILATION AREA 115 SO. IN. PER VENT 567.36 /115 TOTAL It OF VENTS REQUIRED 4,M57 TOTAL It OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG )EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDE 1 _ r E-1 m WIN MAN NOR 107 OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH _ _ _ _ _ _ rLB -mom SR3. �Q 0'-0' FIN. FLR '_---'-----------___'_'--- — ..... ...... ...... ....... _ .►0'-0'FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT t0 i0 �D .9 0'-0' FIN. FLR, - RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH ►:J / 2' I= I I I9 m I I � I A)DECO. DTL. SCALE: I/2 • I' 5R3. HGT. -0' FIN. FLR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 w I Inlie q 3e lei, O RIM18 N o 2 aUBDIV. Z LOT: ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEL.• 4EBB "1828—CALI" GARAGE awING: LEFT PAGE: ELEVATIONS N D" 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 126V CUTLET ]m AMP SINGLE TOLE IwV OUTLET IIOV OUTLET N OF OUTLET WIND TO Knaw 4) GPI 110v OUTLET SQUIRED WAaSD FALL NTIOMPTER (TAMPER IlaSTANT TYPE) So ]]0V OUTLET (4) MRS CONEGTION EM, WATERPROOF GRAIND FALLT -ti- GFI D"T MraptiSm TER SWITCN 6WTCH 3-WAY OPER �4 SWITCH 4-1UAY OPER I -MITMOWED LIGH CEILING LIGHT © LED CM LIGHT LED VA7.OR ©VP PICA LOW @ VP VAPOR PROOF LIONT @ RECESSED CAN eVBWT. PAN I CRT PER *a FT. �T' PAW WEIGHT I OM PER 6R 11 V FIXTINC (6FEGY TOD OY ® RUOIlE T KW4'i ]•OILO WRAP AROUD !RECCES6ED) FLUORE�T� (ANSI: FNTJ �-� 7 FLUORESCENT 4' FLUORESCENT G G 4• TRAac LIGHT 0 PANEL INIIII METER • S.D. wanDETECTOR OATL DAOc.LP YILwasmum WALL MOU4710 MATT. OAakult 1 1 SMOKE DETECTOR &.yS®YIEE ® .O CAI40O1 PCHOWIM Sm"Nm-COIN® DESCQR CM OQ'� SATT. MACK.uP uv SHALL M A DOTAN= Q NOT LEM 74E4 v mcANr LOW rn� NATURAL GAS OMIT ► TELEPHONE JACK 'LATER HEATER raIeI a� DISCONNECT E-- g AIR O UNO. DISCONNECT 6@ ASU ON TWA SWEET F E TELIASION JACK CEILING BOX IIHiUIm TO M SUPPORTED N O J-1m ACCORDANCE WN SOX MAIgD A6 SUCH POR INSPECTIN CEILING SOX 10110110111110 CELStl PAWLIONT TO 0E SUPPORTED N ACCORDANCE W SOX MAMW AS SUCH FOR Fwaq 24' ENc.ANDExeWr LIGHT STRIP G4 %' NCANDE6 LOW STRIP nnno 4v NCANPROCpf LOW STRIP ROOD LIGHT OPT. SEONWTY KETTAD �_I-�I FE PA FUWeUMON FOR CAPES uee PDRr • LOCATION OF TV JACK& 4 PHONE OUTLETS 4 FANS TO SE VERPIED • HO'1EOUNER PRE -CONSTRUCTION MEETING. • ALL IS 20 AMP ORANCN CIRCUITS TO DE ARC FAULT PROTECTED PER ELECTRICAL PRDN610146 OF Pam 1TH EDITION (NTOm) A NEe ]IDJ] ]m1T EDITION • M AMP DEDICATED LAUNDRY CIISOUIt • OFI • ISLAND (NOT ON WJTC44N CIRCUIT) • DIbIWASMI R 016CO NECT TO SE LOCKOUT N PANEL • MATH ROOM 064ALOT PAN TO HAVE MN CMAGTY OF beCFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M09n3 Peeve TTH EDITIOlI r]m]m). • LAUNDRY ROOM RECEPTACL! SHALL O[ GROUND FAULT GACUIi-INiERIEUPTEI! PROTECTION FOR PiISSOMIL ON IR6DER6 • WIRING METHOD $WALL SE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF Pe0! TTW ED []e]0). • ALL UIORC TO C21PLY WITH ELECTRICAL PAOVSIONG OF TEE PSCR TTH ED []MAIN). • ALL Ldl'�S SHALL 0E SELECTED eY mWLDER AND TYPE fm PILa ENERGY ENEY) ]MAGMA. SERWATION EDITION REST DENTIAL ENERGY METER FIELD VERIFY LOC. APT. ---------- --- I/ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • 1'-0' MTO. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. PAN I 1 I °L I I I I a I I � I I I I = I LED LIGHTING @ DOUBLE LAV. BATH M 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WITH ELECTRICAL FIROVI610Na OF THE F NCR TTH EDITION r]mm) LOCAL CODES. AND ALL LOCAL POUER COMPANY RECUIREMPIM, O. ALL CONDUCTORS SHALL OE TYPE TNNWtWN UNLE66 NOTED OTNERLIW GRADE I-VJ" DIA GONEDULE 60 PVC CONDUIT OR PROVIDE S TAG ALUMINUM (AL) IN ]" DIA 604EDULE 60 PVC CONDUIT O E66 SERVICE 16 PROVIDED SIT THE ELECTRIC COMPANY. COORDINATE MTN THE ELECTRC COMPANY PRIOR TO OD. i I _ I I LED LIGHTING @ SINGLE LAV. BATH n RSPAPE MAD C UUN , TH• 1% CU IN7' CONDUIT OR G %AV AL. THIUN • FY CU IN]' CONDUIT OR ]/O AL. 62A [0014MIT TO TERMINATE AOOVE 6O*IT • OVEIEHANGJ COMEWRA.TION SERVICE 1 150 AMP DOCLINCCT SWITCH AD 120/240 VC M ELECTRC METER IN I PLO E NEMA 9R ��# PANEL EOM]P TELSPwOK 6EMICE CADLE TELEVISION ENTRANCE SBNICE lNTRANC! LOOT6Wf 6ERVCEO INTERSYSTEM OONDNG TERMINAL AT LOW VOLTAGE CONNECTIONS 1 V CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTIRICAL PROVISIONS OF THE PECR TT14 EDITION []m]m). 6/6" DIA X 6 R LONG COPPER CLAD GPI O► P ADD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 J MRS mk xx O i KW c 0 gg i J OU13DIV. dS LOT: ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODELc 4EBB "1828-CALI" GARAGE STAND: LEFT PAGE: ELECTRICAL PLAN %160 JMPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT 844ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS WALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 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 INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS 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 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 814ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR COD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP >ro—ro� OR EQUAL CEILING EXTERIOR WALL PLENUM ? y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB "8XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS SC0RIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //�� WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN ) FIN. GRADE OR PAVING SEE SPEC. 1'-S'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ) ■ MECHANICAL PLAN SCALE: 1/4 . I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION. 11 i N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoslgngrouP.00m AA #: 0003325 h t y 5Z � GI a iD 14 N BVHDIV. & LAT: ABBOTT PARK LOT #24 BLK. #7 PROJECT* 04181.000-24071 MODEL' 4EBB "1828-CALI" GARAGE SIFMG: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE PRE-FAB TRUSS 1/2' CLG. BOARD 1/2' DRYWALL TOT - SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR. 2X4 WOOD STUDS 024' OL, SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR NOT THAN 2xb, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL ( NON—BRG. ) D� SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER TYP. ELEVATIONS O.N. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9/8' GYPSUM BI OR 1/2, HIGH STRENGTH CLG. BOARD 35/8'OR5 1/2' DRYWALL 3/8' TOP CHMNEL (25 GAJ in, DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUB/SHOWER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WA)-LS. STUDS GA.) SECURED TO BE SPACED 16' O.G. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH IIIppD FLOOR SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR. L a. n W/ WINDOW OPENING l=1 W/ 1/4' WOOD SCREW FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ JV'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE �11—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.I.I.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE It OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. COMEM DEAD DIFOCTLY TO ATTACM0 TO FILL CILL - PW ��■�,F2■���eaVEATWOtP10"ING - ���%� ALL _ Si PA672NID TO 2B GAS LINE THRU BLACK FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908U.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 8N1 PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-L-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IV'-O' FIN. FLRrL 8' CMU 1. s GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' —2X4 OPF 24' O.G. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES -PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. WL. BD. - WOOD BASE — 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 SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-®' FIN. FLR " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ° 1TH EDITION, SECTION R301.13 AND 1609.5.1. H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE / 5 l—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D 1 WALE, 3/4'.1'-®' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.Ill OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0486E TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 J o SunDm a LOT: ABBOTT PARK LOT #24 BLK. #7 PROJECT* 04181.000-24071 MODEL: 4EBB "1828—CALI" GARAGE SWINO: LEFT PAGE: DETAILS 160 jdPH EXP. C 1�1 D TE 6/15/21 SCALE: 1/4"=1'-0" SHEET D1 Tor, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) 1/2' X 6' J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X V6' WASHER 4 NUT OR W/ (2) IA' X 6' ANCHOR BOLTS W/ 2' X 2' X V6' WASHER 4 NUT SECURE 2a4 a 191 TO BLK W/ 114'TAPOONS 110 1 .1 EMBED, 6' OC, 4' END DIST, I V2' EDGE DIST. IN Illoalk o 2X6 GARAGE DOOR BUCK SECURED W/ (b) V2' X 6' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X VS' WASHER 4 MIT. (0 WITHIN S' OF Tor, (U WITHIN 6' OF THE Sim 9 (3) EVENLY SPACED. IE 1 6 a NOTES, ALL ANCHORS SHALL 61 IN ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS WHERE SIYJJ MT Tle*m A� MBE a�T GARAGE DOOR BUCK ATTACHMENT eeue Im...w 2X4, EE SECURE TO BLOCK W/ 3/16' TAF CONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 Is. OC. MAX SPACING. 2X4. SECURE TO BLOCK W/3R6' TAPCON6 (MIN. SHANK 612E .14b MIN. HEAD SIZE 300 MIR EMBEDMENT 1 1/41) WITHIN 6' OF EACH END 4 16' OC, MAX SPACING. 2X4, 011111 SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3O0 MR EMBEDMENT 1 I/4') WITHIN S' OP EACH END 4 W OC. MAX SPACING. 2X6, ® 2X6, m 2)(6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3A6' TANCONS WK2) 3/16' TAP'CONS WK2) V4' TAPCONS (MIN. (MIN. SHANK 61ZE J45 (MIN. SHANK SIZE 145 SHANK SIZE J45 MN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIR B' cm MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT I V49 EMBEDMENT I V49 WITHIN 6. OF EACH END 6' CMU. WITHIN 6' OF EACH END 6' cm WIT14N 6. OF EACH END IX4I/U' DRYWALL 4 b' O.C. MAX SPACING. 4 b' O.G. MAX SPACING. 4 b' O.C. MAX SPACING. 6' C'IU &E P.T. OR U FRAME MM. I/Z' DRYWALL I/2' DRYWALL I/2' DRYWALL SECURE THR' FRAME 4 1'X4' SEC ® 2X8, BOB 2X& EMEND 1 .1/1 INTO P.T. NAILER SECURE TO BLOCK I'x4' SERIF TO BLOCK ❑ I'X4' SECURE TO BACK BLOCK 3/l6' WA(2) 3/16' TAPGONS WK2) 3/16' TAPCONS WK2) V4' TAFC," DOOR CASING. (MN. SHANK SIZE J45 1/16' OJS& X 4' MIR (MIL SHANK SIZE 145 P.T. NAILER P.T. NAILER DOOR CASING MI Rt BNANK SIZE .N6 MM. 644.4141K SIZE 145 MM. HEAD SIZE 300 MM. HEAD SIZE 300 MM. HEAD SIZE 300 VI6' OB18. X 4'MIR MM. HEAD SIZE 3" MIL EMBEDMENT 1 1/4.1 DOOR CASING MIL EMBEDMENT 1 1/41) MN. EMBEDMENT i V4.1 MIN. EMBEDMENT 1-1/4' UT14N 6. OF EACH END WITHIN 6' OF EACH END UT14N S' OF EACH END DOOR CASING WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 IS' O.C. MAX 4 b' Or— MAX 4 IS' OC. MAX 4 b' OC. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WNDOW SPACING. DOOR JAMB OR WINDOW 8PM' DOOR JAB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACHM TO 2X PER ATTACH 2X PER MANUFACTURES DETAILS. M~ACTURE6 DETAILS. MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A11►INDOO TO BLOCK +3/4" OR +5/4" 2X4, 00 SECURE TO BLOCK W/ SAS' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 4 b' OC. MAX 6PACNG. 2X6. m SECURE TO BLOCK WK2) 3AV TAPCONS (MIN. SHANK SIZE .Wb MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 6, Cm WITHIN 6" OF EACH END 4 IS' O.C. MAX SPACING.. IA' DRYWALL 2X& CM 6ECUEE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONG DOOR CASING CMK 6NMK 612E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 IS' OC. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" /11FINDDIf TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/I6" �11IDYDOII TO BLOCK +1 15/18" 2X4, 00 SECURE TO BLOCK W/ 3AV TAPCON6 (MIN. SHANK 612E .145 MIR HEAD 612E 300 MIR EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 b' Or- MAX 6PACMG. NOTE, STRUCTURAL 2X MUST BE 2X6 m ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROUGI4 NON-6TRUCTURAL W/(2) 3/16' TAPCONS 3A6' TAPGON MIR 1-1/4' (MIN. SHANK SIZE J45 EM15ECN IENT INTO BLOCK MIN. HEAD SIZE 300 MIR EMBEDMENT 1 114') WITHIN d OF EACH END - & all 4 b' OC. MAX SPACING. 10' DRYWALL 2X& OW 81013E TO BLOCK WK2)9/b'TAPCONB P.T. NAILER (MIL SHAW SIZE 30 DOOR CASI15 MIN. HEAD SIZE 3" MIR EMBEDMENT 1 V4') UT14N 6' OF EACH Elm 4 b' OG MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, ON" AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" /:,11fB'iDO1F TO BLOCK +2 1/4" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" /_1�m�nw mn wrnrr +9" 2X4, SECURE TO BLOCK W/ 3A6' TAPCONS (MIN. SWAM SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT i V41) WIT14M 6' OF EACH END 4 b' OZ. MAX SPACING- NOTE, STRUCTURAL 2X MUST ISE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAS' TAPGONS 3/I6' TAPCON MR 1-1/4' (MIR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 900 MIM EMBEDMENT cm WITHIN 6' OF EACH END 4 Is, OZ. MAX SPACING. W' DRYWALL 2X& ® ❑ SECURE TO BLOCK WY2) 3116' TAFr." (MIL SHANK 612E .Wb MIN. HEAD SIZE 30D MIN. EMBEDMENT 11/4') WITHIN 6' OF EACH END 4 b' OC MAX SPACING. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') 1'x4' P.T. NAILER DOOR C.A6RY 2ND 2X SECURE TO STRUCTURAL MEMBER W92X2cl WITHIN S' OF EACH END 4 6' TO 6. OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" 0��4s" NOTE, SHIM AS NEEDED TO PLU'IB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" ��ND�OII TO BLOCK +9 7/18" 2X4, 011 SECURE TO BLOCK W/ 1/4' TAPCONS (MIL SHANK K SIZE J45 MR HEAD SIZE 300 MIR EMBEDMENT I V4') WTHN 6' OF EACH END 4 b' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED 6ECUEE TO BLOCK TWROU43M NON-STRUCTURAL WK2) 1/4' TAPCOMS (MIN. 3/16' TAPCON MIN. 1-1/4' SHANK Sig 145 MIN. EMBEDMENT INTO BLOCK MEAD 61ZE JIM MIN. EMBEDMENT 1 1/4.) S' OF EACH END S, cm 4 b' OC. MAX SPACING. 1/M DRYWALL 2X& ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER W/(2) V4' TAPCONS I' P.T. X 4' MRL (MIN. SHAW SIZE J46 MIR MEAD SIZE 300 MIR EMBEDMENT I V4') DOOR CASING WITHIN 6' OP EACH END 4 b' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4' �\1/R9D011 TOLOCK +3 B3/4' `�4�1w 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 oil 14 8usDIV. & Lotil ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEL.• 4EBB "1828-CALI" GARAGE OWWO: LEFT PAGE: DETAILS 160 MPH EXP. C 2K I L VR'NO W723 1 A D q�E:: 6/15/21 8CALE: 1/4"=1'-0" SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/21121 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10442.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 1Z/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 1S353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TIRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2DZ3 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30320.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7fh EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE:05/05/2021 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 6 S 64 LL . j BVHDIV. a I.OT: ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODIM 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 160 H EXP. C PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE URRED TIED TO LATH . S' Or— MAX (VERTJ, NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P 67W EXISTS BEYOND EXCEPT STAPLES W/ ZLEG; Y EIE USED TO TEMP acullmMACCHTOW. JOINT . DINFNCa INSTALLATION —� FASTENERS TO M SPACED • T Or— MAX VERTICALLY k THICK, 3 COAT CEMENT PLASTER URRB LAYER -2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED .l' (VERTJ O.C. MAX AT SUPPORTS ulme LAYER 9, STUCCO WRAP WOOD SHEATHING WA LATM SHALL BE c.OnrrRalDue TMRIOU W CON WMIN JOINT$ BUT DE STOPPED TIED AT EACMI elDE. PER 4 CI063 PROVIDE 2X4 BLOCKING RACED FLAT MAX. 6• TO 6• F.C. CONTROL JOINT UIEN \ CONTROL JOINT FALLS ON Nam, FASTENERS FOR LATH TO BE NAIL* OR\ i 6TRNCTURAL STUD STAPLES N COMPLIANCE W/.AOTM C1063 r 2. tUIRE TIES TO DE (NO. 10) ®JD.R16' WIRE 3. BLOCKING SNORIN MAY BE IN ADDITION/ \ TO WALL STUD* REQUIRED PER RAN RrPIRRlll11111 O' M" TYPE CONTROL JOINT OL FOLD WHIC a PT. A ®FOLD O I— —e Pf. L cTNLAMR a PT. e •c Alai!. Fr.c ® ®roL0 Ol rq.D 111410 D . PT. z awE a Pr. D FCO.D w ® L F0.D l•.NIV a PT. 1 CItAAC . FT. D L CFO^" • Pr. C 4 FOLD M. c OV✓0a Pr. D ILL PT.O TOLCW" Ae. �v N"""� OMTNBe TnHr all FCO.D. OQ I=on. 3 COAT CEMENT t (FOA 4 V)' 2 WAT i F-ArWR (PRAM COLT) m 9, URAP(r2WM COLT) NOTE, APPROVED BUILDING WRAP SMALL BE LAPPED A MNIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FOW115ER 6FEATMMG TAPE / �• Mel lM . IMTAL LAI \ hC X IT METAL LATH UM LAYER 9, eTucco WRAP \� LING PAPER IFIBER/ i r nn1 LAru LAP, f' OKR ALL LM 2 SCALE, R 1/2•-I'-V' ® KIC KO UT DETAIL SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS. TMEY SMALL BE TIED BETWEEN SUPPORTS WITH 0®4lb-tN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (226-MM). AD PER ASTM CIO63. FOR REPAIR CP TEARS IN UPS, LAYERS, TEARS MAY BE PATCHED U44OUSE WRAP TAPE PER MARV. 6PEC. OR PEEL 4 *TICK ^4w STOP Fi COS CMU Film ROOF FOltr FLAMINe (we AL) \ • —WATER TOW SI AL rmo OR !OLDER WI.ILIQO.N a ) hhhl2i1T41L KIO(OIIT FLAIF AT DOR1311 Q ROC! e We" NrBtlEc11QM j' THICK, 3 COAT CEMENT PLASTER PETAL LATH URRS LAYER R, FORTIFIDER BUILDING PAPER WRD LAYER 9, STUCCO WRAP GNEATMING WOOD 6TUC SMEATHIN6 STUCCO RJR • I . __ 0 � 6 - INSTALL FASTENERS ?CLIPS. - STRAPS, STAPLES) AS RECUIRED TO SECURE PIPE/ WIRE TO FRAMING UM LAYER M. br=w WWP URD LATER R, POWPIBER WILDING PAPER METAL LATM WKS' SELF -ADHERING MEMBRAM PLA66IING OVER 4'x4' SELP-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE '4•x4' SELF-ADWERIN6 MEMBRANE FLA6MNG OVER APPROVED MOUSE WRAP. PLAeMIRYi TO EXTEND ONTO PIPE %' CONT. DEAD OF SEALANT INSTALL APPROVED MOUSEE~ AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION ExteIRN .h.11 or comply of the application cement plae0er 'hall comply .f the A it requiiemerita of A3TM C 828-18b installation of exterior lathing and training .hall comply'A1th ASTM C 1063-19a, or ASTM 1787. 4'x4' SELF -A )WERBJG MBMDIYANE FLASHING (COMPATIBLE W/ MOUSE WOOD SHEATHING OR CMu WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER /WALL 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. 22NOW 1il TAI LEGEND 6•x6' SELF-ADMEiRING M10RA•E FLASHING (COMPATIBLE WOU / HSE WRAP MATERIAL) OVER 4'x4' SELF-ADMERING MEMBRANE FLASHING OVER APPROVED MOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADHERRING MEMBRANE FLASHING DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER ...... 5UILDINGrt PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 71/16 II ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-a41-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J f04 Fall 'rraD F n` k Q BVHDM Z LOT71 ABBOTT PARK LOT #24 BLK. #7 PROJECTOR 04181.000-24071 MODEL 4EBB "1828-CALI" GARAGE 8NING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 PH EXP. C T it PRINT 15 8 21 DATE- / / SCALE: 1 /4"=1'-0" 8HEET kk WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECIUENCE OF FLASHING TO ISE, X 1. COTTON. 7. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED :.:.�. OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE I TOOLED 80 AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS '�- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 Extedorlethkw and oleatering BACKER ROD I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X. 1 11c Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRD LAYER 01, STUCCO WRAP I .. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER WooD CONSTUCTION —METAL LATH 8' CfMI VINYL CASING BEAD W RAISED BAND nmo "vrmn __ W WDE STRIP SELF ADHESIVE FLA8FIINfi, CLEAN MASONRY BEFORE APPLYING Z PLA8141140; STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT A TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING INSTALL PER MANUF. SPECS) BUILDING PAPER. UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER *I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 7, STUCCO WRAP WOOD SHEATHING FOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING 00 LAYER -1, STUCCO WRAP Wes+ LAYER 4, FORTIFOER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' Or— MAX )j' TO k' MID -WALL WERIT-wa ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING v FINISH • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER •I, STUCCO WRAP WRB LAYER •I, b. STUCCO WRAP 9 APPLY 60 MIN GRADE '0" FELT ® MEMBRANE FLASHING MEMBRANE FLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP 03 STEP #4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 J m N o ti BLTHDIV. de LOT: ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEL& 4EBB "1828—CALI" OARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) I Ft METAL LATH 5TEF #5 5TEF #(o l 9) ELECTRICAL RECEPTACLE L\ _M No 93723 V J PRINT 6/15 21 DATE: / SCALE: 1/4"=1'-0" SHETE�TT dd A2 WOOD SHEATHING WALEXT. WOOD L WRB LAYER M, 6UB-FLOOR DECKING COLUMN SHEATHING STUCCO WRAP /I WOOD WRB LAYER 02, FORTIFIEER PRE-EICOMLN `'• BARRIER WEATHER RESISTIVE CONSTRUCTION BUILDING PAPER I' : WEATHELLEAT14EM RESISTIVE 91 HAT CHANNEL i' THICK 3 COAT CEMENT BARRIER n PLASTER WEATHETYPE 'x• DRYWALL 6' SAP.6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED � aIC R3 GPEEL t BTI�K WOOD SHEATHING `4'POSITIVE DRAIN I1LLY E FLASHINGwagewam MET p L SHEgTfIOO� ENTD 1441 N. GWOOD RL 327 JBLVD.-- -- --- ING WRB LAYER M, / ` I V X 3' 26 GA GALV. LOPH: 407-777F4-6078�STUCCO WRAP / - METAL DRIP EDGE FAX: 407-7744078 j'THICK, 3 COAT CEMENT ``� SET M FULL BED OFB 11 P•Yl GAP FOR BA( UCER www.abdesi n rou co r EXTERIOR GRADE ROD t SEALANT SEALANT, )P MIN. PLASTER 6' SELF -ADHERING PRY WALL �'.:: SPACE FROM DRIP AA #: 0003325 EA2 ' FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE • TOP OF WEEP SCREED 4' POSITIVE DRAM i• THICK 3 COAT CEMENT VINYL CASING BE I; = BARRIER 9 TO SHEATHING BELOW wage kGm= �R �m I '. WEATHER RESISTIVE VINYL + \ WRB LAYER 1, - ---- NO GAP IN FIELD WATER PROOFI bt I '.: BARRIER n i — — LAYER (2 LAYER PEEL'`' EXTERIOR COLUMN LEGEND r I _ STUCCO WRAP C6HOIw FOR CLARIFICATION OF -ag•� i ,` SEPARATE ACCESSORIES ONLY) t STICK) .wP "P a,rer COLUMN SHEATHING I � UARB LAYER R, FORTIFIER �; m i BUILDING PAPER PEEL t STICK 6' SAP. i)Vx3•'L•FLASHMG DRAINAGE PLANE (WRB i FULLY EMEDDED IN 6' SELF-ADHEREfNG ® BOOR ROOF CEMENT LAYER '01, STUCCO WRAP) WRB LAYER -1, ' / r DER CANTDILEVER I & X 3' 26 GA GALV. STUCCO WRAP '° ,I L4' POSITIVE DRAM — METAIN DRIP BED OF ` �, RB LAYER ORTIFIBER AMICO AM66.W19=-l8m 1 Yz „age a,agD CANTILEVER DRIP IK'xl)s' P.T. OR SIMULATED SE�,IIN PULLS• BE BUILDING PAPER) CUSTOM CASING BEAD -- SCREED 0 WOOD (TREX) FILLER EDGE CONTINUOUS SPACE FROM DRIP ---- Y: GAP FOR SEALANT VINYL CASINNG DEAD METAL LATH x—x—x—x NO GAP M FIELD OPT. BACKER ROD. WATER PROOFING I6t (SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GALV. MODIFIED 90 LAYER C2 LAYER PEEL t FINISH LAYER f2 LAYER STICK) WRAPPED FROM STUCCO SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE 14A RESILIENT PEEL t STICK) SET M FULL BED OF NAT ONANJEL BALCONY DECK TO CASING BEAD SEALANT,)S• MIN. VINYL CASING CANTILEVER BEAD DTL ® CANT 6• ILL t SPACE W4ROPT DRIP WOOD OR 1/I�o' ZIP WALL STICK • DRIP i' THICK, 3 COAT CEMENT Z 10A EDGE TO FACE TO TREX PLASTER SHEATHING SCALE: I I//'.1'-0' DECK 8/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED I WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Y4' GAP FOR BACKER FINISH NOT : I h*XI V4 P.T. OR SIMULATED ROD t SEALANT j' THICK,4' POSITIVE DRAIN 3 GOAT T CEMEN METAL LATH: LATH TO BE PER SECTION WOOD fTREx)FILLER (SHOWN SCREED CONTINUOUS VINYL CA81MG BEAD PLASTER R-Im3.�.1 / ASTM C-841 -14a MIN. 2.5 LBS- LAYER TER (�i LAYERING PEEL t BARRIER WEATHER 818TIVE VINYL CORNER EtEADSEPARATE S FORECLARIFICATION IS pBORIE ONOFY) W ' STICK) WRAPPED FROM WEATHER RESISTIVE VINYL CASING BEAD x PER SQ. YARD (UTILITY OR NOMINAL BALCONY DECK TO VER,"Pq,g,, BARRIER-2 BALCONY DRIP o LATH DOES NOT MEET SPECIFICATIONS) 6'FEEL 4STICK • 11C EDGE INSTALLATION @) COLUMN = DRIP EDGE TO DECK DECK ' EXTEND OVER DRIP (W/" L" FLASHING) BUD FLOOR EDGE WOOD CONSTRUCTION ®® 3• X 3. 26 GA.GALV. SCALE: NTS WOOD SHEATHING METAL DRIP EDGE - -- - SET IN FULL BED OF ,WEATHER RESISTIVE I NXI'Yi P.T. OR SIMULATE 8EALANT,V MIN. BARRIER M WOOD (TREX) FILLER SPACE FROM DRIP IUffi LAYER h, 3/4 RESILIENT CONTIrNOUB FACE TO TREX STUCCO WRAP ! WEATHER RESISTIVE VINYL CASING BEAD 2x FRAMING MEMBER HAT CHANNEL BARRIER "! Y• GAP FOR BACKE' ROD t 6EALANt WATER PROOFING lot z WOOD SHEATHING VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t P THICK, 3 GOAT CEMENT PEEL t STICK) STICK) rePPED PROM PLASTER WRIBBOIL LAYER n, FORTIFiBER + P THICK, 3 COAT CEMENT 3/4 RESILIENT BALCONY DECK TO 2 1/2, EUILDING PAPER PLASTER HAT CHANNEL CANTILEVER FASTENED TO SHEATHING - ! WRB LAYER •I, 5/8' TYPE 'X' DRYWALL METAL LATH k THICK, 3 COAT CEMENT • �' O.G. MAX. i STUCCO WRAP PLASTER A METAL LATH :, ; W/TEXTURED t PAINTED WOOD SHEATHING METAL LATH FINISH WOOD SHEATHING s/6' TYPE 'x DRYWALL WRB LAYER �, THICK, 3 GOAT CEMENT i WRB LAYER 112, FORTIFIBER THICK, 3 COAT CEMENT WEATHER RESISTIVE a' f2) 2x12 HEADER W/TEXTURED t PANTED BARRIER M ;STUCCO WRAP PLASTER , ' PLASTER FINISH BUILDING PAPER WEATHER RESISTIVE �+, WOOD BREATHING j' THICK 3 COAT CEMENT BARBER 4 � i VINYL CORNER BEAD 4' POSITIVE DRAM PLASTER �4 nRAIN METAL LATH 6'SELF-ADHERINCs METAL LATH 1 WEEP SCREED VINYL CORNER BEAD71 FLASHING .,,� VINYL CASING BEAD NO GAP M FIELD WRB LAYER 7, FORTIFIER !+ (EXPLODED J' THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD (BHOUN FOR CLARIFICATION OF BUILDING PAPER VNEW FOR PLASTER (SNAN FOR CLARIFICATION OF SEPARATE A= GOORIE ONLY) '. CLARTY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER BEAD ® FRAME DRIP CAP 11D DRIP EDGE 11 EDGE INSTALLATION ' O INSTALLATION WINDOW FLANGE WRB L ER M WOOD CONSTRUCITON STUCC471R ; WEATHER RESISTIVE 2 I/Z' _ BARRIER @ CORNER BEAD WRB LAYER -2, FORTIFIBER fA c7HDIV. aN: LjOlil BBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEIa 4EBB "1828-CALL" GARAGE 811ING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WEATHER RESISTIVE (FASTENER < SPACING ® l' O.CJ BUILDING PAPER BARRIER +1 _ METAL LATH VINYL CASING EAD i' THICK, 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER i r W/TEXTURED t PAINTED r i i' I °� FINISH WOOD BREATHING 6'ASHINGDNERING 1' THICK, 3 COAT CEMENT HEADER/EAM GMU FLASHING PLASTER i 1/2' THICK, 2 GOAT CEMENT � A VINYL CORP. 4' DRIP GAP NO VINYL CORNER BEAD VINYL APPLIED POSITIVE DRAM VINYL CASING BEAD No GAPIM FIELDDIRECTLY TO MASONRY DATE, / / WINDOUI FLANGE PRIZE, 8 15 21 (SHOWN FOR CLARIFICATION BCAL E: 1/4"=1' — 0" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD ® BLOCK 15B CASING BEAD ® WINDOW SHEET @ltRIP EDGE INSTALLATION (FRAME, NO BANDS TAT A 3 10A EDGE TO FACE TO TREX PLASTER SHEATHING SCALE: I I//'.1'-0' DECK 8/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED I WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Y4' GAP FOR BACKER FINISH NOT : I h*XI V4 P.T. OR SIMULATED ROD t SEALANT j' THICK,4' POSITIVE DRAIN 3 GOAT T CEMEN METAL LATH: LATH TO BE PER SECTION WOOD fTREx)FILLER (SHOWN SCREED CONTINUOUS VINYL CA81MG BEAD PLASTER R-Im3.�.1 / ASTM C-841 -14a MIN. 2.5 LBS- LAYER TER (�i LAYERING PEEL t BARRIER WEATHER 818TIVE VINYL CORNER EtEADSEPARATE S FORECLARIFICATION IS pBORIE ONOFY) W ' STICK) WRAPPED FROM WEATHER RESISTIVE VINYL CASING BEAD x PER SQ. YARD (UTILITY OR NOMINAL BALCONY DECK TO VER,"Pq,g,, BARRIER-2 BALCONY DRIP o LATH DOES NOT MEET SPECIFICATIONS) 6'FEEL 4STICK • 11C EDGE INSTALLATION @) COLUMN = DRIP EDGE TO DECK DECK ' EXTEND OVER DRIP (W/" L" FLASHING) BUD FLOOR EDGE WOOD CONSTRUCTION ®® 3• X 3. 26 GA.GALV. SCALE: NTS WOOD SHEATHING METAL DRIP EDGE - -- - SET IN FULL BED OF ,WEATHER RESISTIVE I NXI'Yi P.T. OR SIMULATE 8EALANT,V MIN. BARRIER M WOOD (TREX) FILLER SPACE FROM DRIP IUffi LAYER h, 3/4 RESILIENT CONTIrNOUB FACE TO TREX STUCCO WRAP ! WEATHER RESISTIVE VINYL CASING BEAD 2x FRAMING MEMBER HAT CHANNEL BARRIER "! Y• GAP FOR BACKE' ROD t 6EALANt WATER PROOFING lot z WOOD SHEATHING VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t P THICK, 3 GOAT CEMENT PEEL t STICK) STICK) rePPED PROM PLASTER WRIBBOIL LAYER n, FORTIFiBER + P THICK, 3 COAT CEMENT 3/4 RESILIENT BALCONY DECK TO 2 1/2, EUILDING PAPER PLASTER HAT CHANNEL CANTILEVER FASTENED TO SHEATHING - ! WRB LAYER •I, 5/8' TYPE 'X' DRYWALL METAL LATH k THICK, 3 COAT CEMENT • �' O.G. MAX. i STUCCO WRAP PLASTER A METAL LATH :, ; W/TEXTURED t PAINTED WOOD SHEATHING METAL LATH FINISH WOOD SHEATHING s/6' TYPE 'x DRYWALL WRB LAYER �, THICK, 3 GOAT CEMENT i WRB LAYER 112, FORTIFIBER THICK, 3 COAT CEMENT WEATHER RESISTIVE a' f2) 2x12 HEADER W/TEXTURED t PANTED BARRIER M ;STUCCO WRAP PLASTER , ' PLASTER FINISH BUILDING PAPER WEATHER RESISTIVE �+, WOOD BREATHING j' THICK 3 COAT CEMENT BARBER 4 � i VINYL CORNER BEAD 4' POSITIVE DRAM PLASTER �4 nRAIN METAL LATH 6'SELF-ADHERINCs METAL LATH 1 WEEP SCREED VINYL CORNER BEAD71 FLASHING .,,� VINYL CASING BEAD NO GAP M FIELD WRB LAYER 7, FORTIFIER !+ (EXPLODED J' THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD (BHOUN FOR CLARIFICATION OF BUILDING PAPER VNEW FOR PLASTER (SNAN FOR CLARIFICATION OF SEPARATE A= GOORIE ONLY) '. CLARTY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER BEAD ® FRAME DRIP CAP 11D DRIP EDGE 11 EDGE INSTALLATION ' O INSTALLATION WINDOW FLANGE WRB L ER M WOOD CONSTRUCITON STUCC471R ; WEATHER RESISTIVE 2 I/Z' _ BARRIER @ CORNER BEAD WRB LAYER -2, FORTIFIBER fA c7HDIV. aN: LjOlil BBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEIa 4EBB "1828-CALL" GARAGE 811ING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WEATHER RESISTIVE (FASTENER < SPACING ® l' O.CJ BUILDING PAPER BARRIER +1 _ METAL LATH VINYL CASING EAD i' THICK, 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER i r W/TEXTURED t PAINTED r i i' I °� FINISH WOOD BREATHING 6'ASHINGDNERING 1' THICK, 3 COAT CEMENT HEADER/EAM GMU FLASHING PLASTER i 1/2' THICK, 2 GOAT CEMENT � A VINYL CORP. 4' DRIP GAP NO VINYL CORNER BEAD VINYL APPLIED POSITIVE DRAM VINYL CASING BEAD No GAPIM FIELDDIRECTLY TO MASONRY DATE, / / WINDOUI FLANGE PRIZE, 8 15 21 (SHOWN FOR CLARIFICATION BCAL E: 1/4"=1' — 0" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD ® BLOCK 15B CASING BEAD ® WINDOW SHEET @ltRIP EDGE INSTALLATION (FRAME, NO BANDS TAT A 3 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER _METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH " -.fEXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED WIRE, LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER I& 'SELF -ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW 15 C C FRAME, W/BAND) WOOD SHEATI METAL LATH WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 62, FORTIFIBER r BUILDING PAPER i WRB LAYER 01, THICK, 3 COAT CEMENT ! STUCCO WRAP PLASTER ' i WRB LAYER 02, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD i METAL LATH 9' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17 A BAND (FRAME) SCALE: I I/2'. I'- 9' YW GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER o STUCCO TO SIDING TRANSITION SIDING WRB LAYER 'I, STUCCO WRAP 9' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER $1, STUCCO WRAP \— CASING BEAD Cv' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION �— BEYOND WOOD SHEATHMa WEATHER RE616TIVE BARRIER 9 WEATHER a16T1VE BARRIERq LAP GOING R6w•rNG FLASHRc— G HERIN SELF -ADHERING I n' aU PLASHING < \ 1 WEATHER RESISTIVE BAIMER / STARTER STRIP \ \ \ \ B "AIRtltlER E&16TIVE Olt \\ it W FLASHING�HERING \ GALVV METAL _ GALV'D METAL BASHING 'Z' FLA614ING WOOD TRIM MEMBER ` STUCCO CASING SEa / WOOD6TR114MEt' n \ � / oR A I�00VED UACAULKING SEALANT \� CAAM SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYOND WOOD "ATHWG— WEATHER IRESISTIVE &A MER' WEATHER IE�'SISTIVE BARRIER XX11Y�. LEAP SIDRK. 6' SELF -ADHERING FLASHING _ STARTER STRIP PQ.tlQ.T CA1n-1c OR I 1 ., r 11 E-Z BE VINYL CASING (um FLEXIBLE PVC / BACKER ROD) \ 76W�' ELF— HERING \ I 1 CEMENT 8 TER \`\ F WEATHER RESISTIVE \ «j BARRIER WEATHER RC616TIVE BARRIER 7 SIDING TO STUCCO \-WEATHERRESISTIVE ® FRAME TO FRAME BARRIER n 19 TRANSITION W SELF -ADHERING FLASHING WEATHER RE616TIVE \ &AIRIER -1 TO LAP \ 6' MIN. ABOVE TOP OF z'FLASHING 4WEATHER IRE616TIVE BARRARRIER'I �L WEATHER RESISTIVE / BARRIER .2 WEATHER RESISTIVE &AIRIER -1 E-2 BEAD VM'YL Gd (WAL'FLEXIBLE PVC BACKER ROD) LEGEND DRAINAGE PLANE (WR8 LAYER "I, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SEALANT WINDOW FRAME 2X FRAMING MEMBER SEALANT WINDOW FRAME ---------------------------------------------- - -- �' THICK, 3 COAT CEMENT PLASTER METAL LATH a . WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER h' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING I I I i i i WRB LAYER "I, STUCCO WRAP I i I 6' WIDE PEEL a STICK OVER FLANGE WINDOW FLANGE 1 I E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN ' FLANGE 4 BUILDING WRAP ; BUILDING WRAP ( E BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A Ft 21lj!ji in.9 aunDIV. Ae LOT ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEL4EBB "1828—CALI" GARAGE 9TIRNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C CARE SHOlULD BE TAKEN IN KEEPING THE VENT PROPERLY 4', S' AND 1W SHORN IN 4' GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE USING 1-114' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPUED TO ALL SHINGLE EDGES NEAR THE CUT OUT GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND TIE ENTIRE PERIMETER A9 RECOMMENDED IN SEVERE MEATIHER COASTAL SHEATHING.9QE THE OPENING IN ACCORDANCE KITH TFE CONSTRUCTION ZONES. CHART SMONTI. IN TIE EVENT A MECHPaCAL VENTFAN IS USED, SIZE THE VENT OPENUVG IN ACCORDMICE AHM VENT FM MANUFACTURE'S PIPING CONNECTION INSTRUCROH4. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CLRTING THE —KING IN THE ROOF. RRINTERFERING SHINGLE NAILS MLDED THE 0"THETEROF OPENINGSO TINT THENNLING s aF THE VEIN LAS YS FLAT TOTHE ROOF SHEAMNG. SLIDEum TE TOPMDSIDEFLANGESOFTHEVENTF MDUTOL M VENT FLANGES TO LAV ON _SHINGLETTOP L I OF THE SHINGLES. THE TOP OF THEE9HINROOF E "ID-E-TA-I-LiI o HOOD VENT SCALE. NTS CUT HOUSEM6AP AT 48- ANGLE MODIFIED 11, CUT N HOUGEU~ LINE OF MNDOIU OPENNG APP780Y ED HOUSE~ OVER SMATHINS OVER UD STUD MALL STEP I INSTALL S' SELF -ADHERING FLASHING OVER "LNG PLANSIE AT JAMBS EXTEND FLASHING MN IEELOE SILL \J/\ REXIELE PLASHING DO NOT SEAL BOTTOM FN STEP 6 TEMPO Pow -I HOUSE TUOC F At HEA "OLD N AT SLOT INSTALL S' SELP-ADHE FLAS14 C VINTL HEAL PLASHING f DAMS) NAS PLAIN SELF -A MLF-ADZE MASHING BEYOND J, "LASHING INSTALL VI CAP ASPHALT PLASTIC CEMENT MOLDED MOUND BASE OF PIPE AND OVER FLANGE ALIGN FLASHING BV INT. EDGE OF SILL MO. ME04414IC.41JLY PASTEN PANNED EDGES. fCAP NAILS, STAPLES! NSTALL DIFIONT FLexYRAP AS TH FLASNNG AT THE PLUMBING VENT DETAILS SCALE. we ADHESWE - DUELE FLASHING VETS DRIP CAP ECTO-~ BMW WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 W WDE VALLEY BASHING 500 OR HEAVIER FELT UNDERLAYMENT ASPHALT ROOF NG _\ CEMENT NO fASTNERb NIMN 8' OF CEN(ERINE Z A FASTNERSIN OF SHINGLE TEND ENDSHINGLT LEAST12-SEYOMALLEY CENTERLINE CLIPPEDOFF RNER AT 45 CEGREI SHINGLES TRRAMED Y SA.CK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL , NTS APPLY OSI H211 TO RO-A')SEALANT 4 MNDCWICM JOINT. FLUID API - LED ILAS,NNM TLANOO 04112-SEAL RC-N OR EOJALA SLOPE SILL TO EX bigm L IT IS THE CONTACTORS, RESPONDIBILTY TO VERIFY THE COMPATIBILITY OP ALL PRDDUCTS NCLUDING HOUSR~. SEALANTS, 4 SELP-ADHERING M ASHNS MATERIALS, USED DNWG CONSTRICTION 2. INSTALL ALL MATIERALS PER MANUIFACTURER9 MITTEN SPECS9CATICNS, WAPINW—L SEALANTS, MAY REACT ADVERSELY IP NOT COMPATIBLE. LEAN AND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING LINTERIOR PERIMETER OF WRJDOW WITH SEALANT USED DURING CONS,TRICTIOK 2. FLASHING AT EXTERIOR UANDOUIS AND DOOR OR NNGS SHALL BE INSTALLED N ACCORDANCE MTH MANUFACTURERS INSTALLATION "TRICTIONG AND APPROVED METHOD U OF FBC RISMA U N ACCOMANCE MTH FENESTRATION MAMPACTUNRENS INSTALLATION AND M-ASHING INSTRUCTIONS,. WGAININ , SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 !I PH:407-774.6078 FAX: 407.774407E www.a bdes igngrou p.co m AA M: 000.3326 V Q h j5 155 H W E O x 9VHDIV. & LOT ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEL.• 4EBB °1828-CALI" GARAGE BTIMO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH LU. C DATE: 6/15/21 BCAL.E: 1/4"=1'-0" SHEET WA5 i - - --- 2x6 SUB-BANb W/I'x4' NOTCH Q END, WRAPPED IN _--------" ---------------------------- PEEL 4 STICK METAL FASCIA WRAP I' _ DRIP EDGE 1\\ _ I\ -1/8' TEXTURED I \ FINISH a WOOD I \\ 2X6 SUD DAND I 1/S°' 1/2' TEXTURED \ "� FINISH a CMU / \ j " METAL FASCIA \ �I � WRAP Ya' FROM \ \ " STUCCO, I' FROM \\ - a WOOD WALL \ \\ EXTERIOR WALL \ \\ (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®PL)4N )4 ©PL)4N B —ROOF KICK OUT REMOVED \\ FOR CLARITY —ROOF DECK (BEYOND) 1/0' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CM METAL LATH .WOOD SHEATHING OR CMU WRB LAYER Fl, STUCCO WRAP(FRAME ONLY) WRS LAYER 4, FORTIMBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT DRIP EDGE, V OFF WALL NOT INTO STUCCO) /8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED // FINISH 6 CMU 2x6 SUB -BAND W/1'x4' NOTCH m ' END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I4'x4' NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 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/%'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I1 'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com AA M: 0003325 h o SVHDIV. de IAT ABBOTT PARK LOT #24 BLK. #7 PROJECT* 04181.000-24071 MODEL 4EBB "1828—CALI" GARAGE SWrNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 PH W. C DATE 6/15/21 SCALE: 1/4-=1°-0°' SHETE�TT dd A A6 39'-8" 28'1" 3'_4" 15'-10" 9'-0" TOP OF `.Q SLAB — 1 — — — — FM-12X12 — — — — FM-12X78 — m2 SLAB NI O W a +_3 1/2" N W ` r 10'-0" ``\\` EXTEND FM-12X18 SLAB 11/2" /'4"PVC 71 � ` CHASE 1A 1 to 1 , I °' $ ° \ � TOP OF I SLAB p2 \ \ . NI \ \ TE-1 I I. *5 1/2" 4" 17•-8" 2'-8"III I I 30 5 I I I Im 1 I IN_ I� I SIM. EXTEND 1 2 1A SLAB 1 1/2" 1.1 FM-12X18 m ( 4"CONC.i `r SLAB (p w 3,5„ 1/2" I� �Na +-31/2".I 1A SIM, 51/2" *-71/2" ,A 2 I 0 _J ,.1 R , 1A 1 1.1 1.7 FMGI2X,B FM-12X18 F G12 18 L FM-12X18 1.1 J 4 4 2' 8" 16'-0" 2'-8" 3'-10" 10'-2" 4,4" 14,-0" 21'-4" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2, TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVO. 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. S. 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.C,INDICATES #5 BAR, EIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, 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 3'-0" 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 I THICKNESS I REINF. REMARKS 616 W1 4xWIA OVER GENERAL 3 1/2, 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1M24"�' SEE PLAN 1d' FM-12x12CONTINUOUS 1T - (2)#5'a FM-12x18CONTINUOUS 16" CONTINUOUS 18" - ( 's w CONTINUOUS 18" - ) 's VARIES 24" s s 1-)0"-4" FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 I CC Na 1 P4 � e 3 a 3 A BVHDIV. & LOT ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEU 4EBB "1828-CALI" GARAGE 8KING: LEFT PAGE: FOUNDATION PLAN 160 MPH ElP. C DA E': 6/15/21 BcAL.E: 11/4"=1'-0" SHEET s1 MIN. EACH WAY C MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND , 111 e d i SPACING REQUIREMENTS o SPACING REQUIREMENTS GARAGE DOOR m m •w. 1 RECESS - g'�' o•_ FM i 8" CMU WALL � 8"CMU WALL • CORNER BARS, SAME SIZE AS LARGER BAR e. b s +- 0'-0" IN FOUNDATION WITH 30" LEG EACH ° y w +_ 01-0" ° - TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS OUS ( v a. �RA MATCH AMOUNT OF CONTINUOUSNBARS CURB FOR SEE SLAB SCHEDULE—yLL °- BAR SIZE 48 BAR DIA. - EXT. PORCH SLAB 4" CHAMFER (1STORY) �. - EXT. PORCH SLAB VARIES SEE SLAB SCHEDULE 4" I•Le I� u+ CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Y:p. AT ELEV: W/ 12 ISOLATION 6" CHAMFER (2-STORY) #4 24" JOINT (WHERE �A I W/ 12" ISOLATION l . e ° CHAMFER (1-STORY 6" CHAMFER (2STORY) 0'-0" APPLICABLE) i SEE SCHEDULE #8 30" JOINT (WHERE #"��"✓, APPLICABLE) 4 sEE scHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR WxD, BAR SIZE h AND BAR QUANTITY #6 36' i FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' - EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 SCALE: 3/4"=''-0'• CORNER BARS DETAIL DOOR OPENING @GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONIC. g POURED CELL a 8" CMU LAP TOP PLATE MIN. OF 48" #4 REBAR ®24" O.C. @ CENTER OF AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT $ SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN s g 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING o x,o I WALL W/ SYP I 2" CAPPED J NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ GALVANIZED PIPE >" SECURED W/2- PART SPACING. SINGLE BTM. PLATE 12'W' WEDGE ANCHOR W/ 7' - - W/FLANGE BASE ® Y. MIN. EMBED O u EPDXNO a 5 TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH 6", U o FOLLOW ALL MANF. PLATE EPDXY 5-12" EMBED. MIN. 16" OC § 4" CONC., REINF. W/ § e SPECIFICATIONS FOR SIMPSON SPH4LA SPH6 MAX. M I g 6'k6" #10 WWM ON USE AND BTM AND TOP PLATE ANCHORS WI 10d x 1 1 6-MIL POLY ETHYLENE SECURE FLANGE 204 W PREPARATION OF 4' 4'• COMMON NAILS FILL ALL ALL w VAPOR BARRIER ON () 0 HOLES, DO NOT USE 10d w • I I 1 WELL -COMPACTED a TAPCONS x 3 SEE SLAB SCHEDULE jJ CLEAN FILL TERMITE o TREATMENT SHALL BE 5' BORA-CARE as Q0} . Q 70P OF SLAB ° ' (2) CONT. #4 REBAR 4" CHAMFER (1STORY) - . 6" CHAMFER (2-STORY) •`l `.°' (2)#5 REBAR ON CHAIRS 'T e • ° a • e 17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% 51 COMPACTED SOIL VIRGIN OR ENGINEERED SOIL O EQ. EQ, SEE SCHEDULE FOR MD BAR 52E SLAB HEIGHT LESS THAN 3'-6" m U PER PLAN %� BOLLARD ADDING BAR TO AND BAR QUANTTY EXTERIOR MONO DEEP BCALE 34"=r-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 6 SCALE 3/4"=l'-a' 7 SCALE:34"=1'-a' 1A (W/ UPLIFT) SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4" O/C BTM, OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD - NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE i BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO b i SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB W/lOd MASONRY NAIL NAIL 16" O/C STAGGERED. 16' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL g H CONNECTORS NOT CONNECTORS NOT �, 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. 0-0' POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) '�': TOP OF SLAB - SEE SLAB SCHEDULE > SEE SLAB SCHEDULEI 2X WALL FRAMING +- 94, SEE SLAB SCHEDULE 1/7' DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB +-0'-0" i i � s ti' MINIMUM EMBEDMENT INTO d TOP OF SLAB 'ISOLATED COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND cF-FOR 16, O.C. VERTICALLY MAX - - POURED MONOLITHICALLY WITH FOUNDATION AND SLAB 4 e SEE SCHEDULEaAR EDULE SIZE FOR WxD, BAR SIZE AND BAR QUANTITY ED. EQ. SEE SCHEDULE L AND BAR QUANTITY /AL FOR MD, BAR SIZE � AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO rQ�INTERIOR CURB FOUNDATION WOOD WALL TERIR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-D" (NO UPLIFT) )ASCAI_E:-'=V-' (NO UPLIFT) 10 SCALE: 314"=1'-0' L I SCALE: 3/4"=1'-0" d N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407.7744078 www.a LMeslgngroup.com AN #: 0003325 h MAI Q I. IN. SLJHDIV. Ae I.OT ABBOTT PARK LOT #24 BLK. #7 PROJECT* 04181.000-24071 "ODEU 4EBB "1828-CALI" GARAGE SlRNG: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 6/15/21 SCALE: 1/4"=f-0" SHEET S1.1A rrT'EVFRT'CAL RE BAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BONDBEAM VARIES PER ELEV. s � a • i ea #5 BARS E3 �1- �g b g 3 CLEAN OUT REQUIRED FOR INSPECTION � 1'a 0'-0" FIN, FUR. A . TIE RTICAL REBAR �. • °a a TO HORIZONTAL FE 4 REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA.Is � F� — 18 CMU UNIT DIMENSIONS M #4 24 y, ARE NOMINAL SIZES #30 #7 42' MASONRY SYMBOLS HORIZONTALNERTICAL 9 SCALE: 3/4"=l'-U � REINFORCING STEEL REINFORCING IN GROUTED K CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Oy 8"CMU WALL 0' 0' TOP OF SLAB PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1-STORY) i a BAR SIZE 48 BAR DIA. W/ 1 W/ 1/Z' ISOLATION 6"CHAMFER (2-STORY) 1g, JOINT(WHERE #4 24" APPLICABLE) i MATCH STEEL 30' 8" PVC CHASE H REINFORCEMENT PER SCHEDULE 36 THRU FOOTING #� q2' SEE SCHEDULE BAR SIZE FOR V*DBAR AND QUANTITY BAR PVC CHASE THRU FOOTING SCALE: 3/4"=T-0" REINFORCEMENT PER SCHEDULE NG 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 116 AA #: 0003325 1e y 0 SVHDIV. ae LOT: ABBOTT PARK LOT #24 BLK. #7 PROJECT 04181.00- 24071 MODEL.• 4EBB "1828—CALI" GARAGE 3WING: LEFT PAGE: DETAILS 160 MPH C • c� F-PRATE: 6/15/21 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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. BEAM SCHEDULE ZZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psI) MH, REINFORCEMENT STIRRUPS REMARKS T. 70P MID SIZE SPACING BB1 MASONRY 3000 8.8 (1)#6 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 1 1 ♦ 1 1 1 ♦♦ I 1 ♦♦ _ GT iL OF c ABOVE 8RF14- iT/0M/0B 5-1" LIFT BEAM PLAN SCALE: 1/4" = V-0" UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 SUDDIV. 89 I.OT: ABBOTT PARK LOT #24 BLK. #7 PROJECT 04181.006--24071 MODEL.• 4EBB "1828-CALI" GARAGE SIF MO: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E . C ras L g 15 21 DATE: / / SCALE: 1/4"=1'-0" SHEET s2 IF NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"", o 1. PLACE LINTEL ACROSS TOP OF OPENING. BON. BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OR REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8" x16" y, 5. 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 1#6 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL.1, 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR W/ 10' HOOK / ri �A��EO 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. JI` LONGWOOD, FL32760 P0'�EF� 8x16 DBL. BOND TOP OF PH: 407-7746078 BEAM W/(1)#58AR BOND BE �\o�� EACH COURSE FAX' 407-774-4078 Il • / www.abdesigngroup.com • OQEN� W/e(1 #5 BAR .4 _ BOND BEAM BOND Top OF AA #: 0003326 F -FILLED W/ GROUT _TYPICAL I U =UNFILLED GROUT SOLID FROMI TOP _ ��p'�'Ok NOMINAL # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOOF OPENING #5 BAR IN BOND BEAM WIDTH BEAM COURSE ��l6-1 BEAM, IF FILLED LINT SEE NOTE 5 T/1 / BNOMINAL 8x8 PRE -CAST CONCR e P LINTEL W/(1)#5 BAR(MASONRY LENGTH OF BAR =WIHEIGHT 0OF#66, TOP IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OPENING-2'CORNER ORBEAM DESIGNATION REINFORCING OF THAtXFXX-iTnMDBINOICATESADOUBLE BONDBEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CONCR BOND BEAM AND XFXX-1TroMDB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LSCALE: 3/4"=1'-U' IT IS THIS ENGINEER'S INTENT AND XUXX - 1T11 M/W INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATI TOP LINTEL OF OPENING AND XUXX - iTAM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 33 p p h G y�3�C }yaS� 64 •31/4" 2x6(MIN2X3)2-3/16TAPCON PRE -CAST -.a OR DRIVE PIN (MIN SHANK WINDOW SIZE, 145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4, " SLOPE FROM EACH END AND 188" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 (V TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING Q 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 1B.'O.C. MAX. MIN 1-111" MIN. 2-12d PER BLK. EA END Z EMBEDMENT /7116'OSB TYPICAL MASONRY WINDOW CMU WALL SHEATHING SILL CONSTRUCTION 5 ARCHWAY FRAMING DETAILS 4 SCALE: 1 1/2"=1'-0" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8L7HDIV. & LOP ABBOTT PARK LOT #24 BLK. #7 PROJECT* 04181.000-24071 MODElU 4EBB "1828—CALI" GARAGE 81/IPiG: LEFT PAGE: DETAILS 160 MPH EXP. C PROVIDE #5BAR i9 J I STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 93723 T SCALE: 3/4"=1'A" D 6/15/21 BCAL.E: 1/4"= V— 0" 8*MET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. T BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 A7 LEAST 8" FROM THE CENTER OF THE COLUMN, LA4 13LVl,RIIVU tlt 1 VVCCIV I KUJACA L4- U-U- TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO SM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL.It CJ1 n FEJ I --p--�—� — x— CAII C B I R CJ3 = n n n x u n x n n u n n I iC n n II = CJ3 II II II II II ATTACH 4 A" LONG 2x SCAB TO II I 1 I II I CJS = = II 11 II II II TRUSS W/ 10d NAILS @ 6" O.C. II I II II x xsaxa al CJS (4" FROM EA. END) 1A 1A i A14G 1 ana�= I 6 ==n 1 1 A10 Sco rQ a O d Awn= I I I I I x>®¢ I N O Ar— 2 _ Z U O Ad = I I ¢ I I I 0 o o� =�a�aa� x PREF T®R ��� O Q W O.C. MAX. U I I I I I I = I I I n yl: a��ac:sa�• � o II 11 LL Q U I I I I I I p s� A1A= _ I I I I I I ate= s22„54" ¢tea ACCESS t I I 6 I I °p ¢= m o to _==aa�s=tea=xx �x=�a:exaxoms:x== 1A O 3.1 3.1 J i 0 Q IA 1 U AWN==47", lA I I 1 I 1A 3.1 3.1 /Bl Cl #7/ : =_ EJ2 _ 82 7 8 7 8 ,1 1 .1 .1 FRAMING PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 b L 14 Q UZI 8Q BVBDIV. & LOT: ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEL. 4EBB "1828—CALI" GARAGE SIFMO: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C 1 BCALE: 1/4"=1.-0" 1 S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFMALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: PT SYP #2 x TRUSS AND 2 1/4" SHEATHING d z NAILS TO TRUSS 10tl x 1 NAILS TO 6", 8" x A MAY BE ADDED ' E H RS11,V'. TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DBIL S P, GI R GIRDER. PROVIDE 5" W/ 10tl NAILS, 2 ROWS, 3" NAILS, LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 P' x V% ('16) 10d x 3 J" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6', 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS2 ROWS3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 k' NAILS TO GIRDER , , O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 114' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) �" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL }'x 2 �' TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES ® 24" OIC, lx2, 2x WOOD FASCIA (2) }'x 5" TITEN HD TO CMU AND (18) SDS }'x -PALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECUREDC-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 16tl AND APPROVAL 2 x AILS. O �" 5"7ITEN HD TO CMU AND (18) SDS 1q" x 3" GALV. COMMON NAILS. 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 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (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 8 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 1a 1b 1c SCALE 34"=''-0' TYPICAL ROOF 3 GIRDER CONNECTOR(S) 2a 2b 2c SQL 3 SCALE 34"=1'-0 GIRDER CONNECTORS) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3) 12d 0 EA TRUSSES WHERE W/ 10tlx1R HDG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 0 EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATH.— EE&ELEVATION 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) FLOOR 30'-l" TO 60'-0 (3) "X" BRACE 2x PT.PLATE 716'4' GIRDER Max (MIX4) (1) "X" BRACE DI CENTER TO BILK W/ 1/T DIA. TO BILK OR1a-0" MAX (W/Zx4) (2) "X"BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' m 14 FROM CENTER TO END. WASHER SET IN HIGH PER ELEVATION2x WOOD FASCIA, STRENGTH EPDXY 6' IVI 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 37' OC PRE-ENG FLOOR TRUSS BTM.CHORD ;7 Mom' PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 GYPSUM BOARD OR 1/2" HIGH BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH STRENGTH CLG. BOARD H PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE wl (2) sr � y � REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 10d's EACH TRUSS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (1 8) 16d x 2X4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., WALL WI SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REO. 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 ° ° e MAX MAX, OR 2c4 BTM. CHORD BRACING END TYPE CONDITION, IF • f 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. (,"� BTM. CHORD BRACING BLOCK WALL W/ GABLE END ��RE-Et v GIRDER/WOOD POST CONNECTIONS SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" PTRUSS a 60ALE 3/4"=, 6' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE -► SCALE 3/4"=l-' (NO UPLIFT) NOTCH DEPTH I/4'D HOLE EDGE>518" USED SO LONG AS THEY CONFORM TO THE HOSED DIAMETER FOLLOWING STU OUTER 113 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 4 EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >SB" 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 FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5•0 DBL. STUD STUD NOTCHINGALTERNATE MATERIALSMATERIALS AND BORING LIMITS LIMITS SCALE:34"=t'-0" i N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA A: 0003325 dd 6 r k IL h a BVBDrv. Ik LOT ABBOTT PARK LOT #24 BLK. #7 PROJECT* 04181.000-24071 "ODEL• 4EBB "1828—CALI" GARAGE BWWG: LEFT PAGE: DETAILS 160 MPH E C 20 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d ® EA 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS( DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2, WOOD FASCIAfENGINEEREDWOOD NNECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3) 16tl GALV. COMMON NAILS 4" O/C, tx2 SECURED W/ 10d DRAWINGSGALV. COMMON NAILS CONT. 2x4 RAT RUN 12" O/C AL SECURED W/ (2)12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE r� GABLE END PRE-ENGD TRUSS W/ HIP RETURN BDALE:3/4"=,'-°" VTCR SPACING (1) AT EA AND 6'-0" O PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. PRE-ENG GABLE TRUSS— 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8" O.C. MAX - CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10G's C EACH TRUSS TO BE INSTALLED 0 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE' 3/4"=1'-0' 1441 IN RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407.774-4078 www.abdosigngroup.com L AA S: 0003325 J i rr gh 3V13DIV. & 1 0 ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEL. 4EBB "1828—CALI" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C GABLE ENO �'—+� 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 20= 89,SO PSF (79.80) ZONE 3r = 83,80 PSF (93:80) ZONE 2r = 69.80 PSF (79.80) "A"- 4' -0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL + PRESSURE COEFFICIENT: /-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" 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 COB 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK, 2112' 0131 F1667 SCREW SHANK 170,000 RING 16-20 RINGS pER RSRS-03 Bd RING SHANK, 2 3/8" 0.113 SCREW SHANK INCH ) RSRS RSRS-01 8d RING SHANK, PNEUMATIC 23/S' 0.113 F1667 SCREW.AILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1Dd NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r, 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Ba RING I— GUN NAILS 04' O.C. TOP 9 BOTTOM EDGES �w iD RAFTER OR TRUSS ROOF SHEATHING ■mmml111 1 mmm I 11 III U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS Z14 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16'O.C. IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2" DECK SCREWS 0 6"-8" O.C. MAX EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIRENTRNNED 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 EDGES ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7M EDITION EXPOSED OF CONCRETE ARE TO BE CHAMFERE03/d'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF VAP ORBARRI PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR MEMBRANE UNDER ALL SLABS-0N GIYOUND 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 fi INCHES AND SEALED WITH ADHESIVE TAPE. . PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST 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, 78L 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 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED A N D FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB-OWGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE 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 EVIEW TICAL 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 psf TOP CHORD—nconcurDInt REVIEWER TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD-nonconcuiTent #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 REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990- 15 pN TOP CHORD psf TOP CHORD (7 psf ASPHALT SHINGLES) (1 psfw/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 p psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT'. 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSESIGIRDERS 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 (ASCE (FBC 020) EXPOSURE C, RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS UNINHABITABLE ABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED TIC LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 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 LICENSED PROFESSIONAL ENGINEER. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ALL BLOCK WALLS SHALL BE 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 BY THE CONTRACTORS PRIOR , S SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Am = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT A CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND D D DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM 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 ALL TRUSS TO TRUSS CONNECTIONS. ASTM C 478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 318" DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE THE IN WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE Sp CIFICATIONS FOR TH ESIGN FABR CAT ON D ERECTION OF STRUCTURAL STEEL FOR BUILDINGS CONCRETE: E E D I I I AN CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/I3BN FY = 38 Io;i FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A50GRADE B F STRUCTURAL PIPE SHALL BE ASTM A53/ISSN GRADE B TYPE E OR S F = Y � Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. B LUMNS 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO T OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d-PRIOTRENGT ADDITION OF PLACHSEPAR SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, M LNG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-1/1" FOR #6 AND SMALLER 2' FOR #6 AND LARGER C, FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1/1' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPI-1— SIZE TYPE SPACING REMARKS APPUCATON ¢E TYPE ISPACING REMARKS ] PT FURRING TO 1MASONRY I WNG CASE —DE.— Y2" LONG. S O� ARAGE DOOR BUCK GTO MASCNRYIOCNC. IN DA NO WASHER T PCON MASONRY A FASTENER S OIC MBEO., <"END q9T., -1EII EO 4' D . SOD,AL. EXT. DOORS 1. PT, SEE NOTES CASE HARDEN.D IL 1117 LONG. I-- STAGGERED WN00-000RIFASTENEO INTOMASONRYICONC. GARAGE DOOR BUCK TO MASCNRY,ODNC yIa.pA_ WASHER EXPAN91ON BOLT 18"OIC(3I8 AI 24"OIC(U7GA) E MBED.,4"ENDMT., IEDGE DST. MANDDW SUCK CASE HARDENED COIL a"olc WINGOw�000RIFASTENEG METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING ix PT. SEE NOTE NAIL IIY'LONG. STAGGERED INTOMASONRYICONC. MASONRY/GONG. REQUIREMENTS EXT. SWING DOOR BJCK 1x M, SEENOTES (2)Y18"DIA. NO MMSRER "TAPCOM FASTNER 1B'Ohr I -EMBED. S"END. D191., 11IP'EDGE DST. NON -BEARING WOOp WALL TOCONC. SLAB 1l'Y'° ExPANVON d"EMBED. 4"END WI WASHER 24 WC GIST., 3"EDGEDST. I_ .ETWNDOWIlLl 6.13E°PAF x2 f13' Y'OIC A" END. DIST., 11R' PT TO SNOTE SOL., SEE W/ WASHER IT EW E DIST. NOM 1STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W9 TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325. J y h < 6 A a d R 9v13DIV. ale LOT: ABBOTT PARK LOT #24 BLK. #7 PROJECT# 04181.000-24071 MODEL. 4EBB "1828-CALI" GARAGE 9WINO: LEFT PAGE: DETAILS 160 MPH EXP. C 1 BCAL.E: 1/4"=1'-0" 1 s NZ © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX J 0 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS A--�' MAX. 11 rTA 11 A O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOI / BY OTHER EMB. ,,1X2 WOOD BATTEN 11 a OFFIT@ `-J-CHANNEL @ DETAIL B FASCIA WOOD BOARD BY OTHERS O7 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO Q7 WOOD) IN J-CHANNEL SLOT I" MAX-01Ia J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN @ 1 Od NAIL AT EACH STAPLES INSTALLED 07 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR @ TAPPING SCREW, 7D STAPLESINSTALLED THRU SOFFIT AND BATTEN ATTACHMENT FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS j" MAX.-ol lo- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--�" @ J-CHANNEL DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L SEE DETAIL'A'_,,- SOFFIT— SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) SEE DETAIL EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — — Q SOFFIT INSTALLATION SCREW, @ J-CHANNEL BATTEN ATTCHMENT @ �„ MAX. FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED@ DETAIL C 12" O.C. MAX (INTO fLf— WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR VE WIDTH DOF 'ERHANG) CONCRETE; CMU OR WOOD (NOTE A ) TRUSS/JOIST/RAFTER BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT @ FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL @ SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.a bdesigngroup.com AA #: 0003325 A CC r 4 o as le 9v8DIv. as L10T ABBOTT PARK LOT #24 BLK. #7 PROJECT* 04181.000-24 71 MODEL.: 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C SCALE: 1/4"=1'-O" SHEET SDZ n tr