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HomeMy WebLinkAbout38408 Sonnet Landing Ave99 91828-4EBB-CAL19 soc HOMES P� 12602 TELECOM [DRIVE, TAMPA, FL 33637 Teel: (813) 740-9720 Pax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISDESCRE INDEX OF DRAWINGS -no= UBM= �y��, ��Y ABV ABOVE LAV. LAVATORY DATE GN �[ == (�) _,+�, mot, a>tn sr�s o�as A/C. ADJ. AIR CONDITIONING ADJUSTABLE LUM. Ali. LUMINOUS MEDICINE CA RAT 0"fS CDg D ARCHITECTURAL SHEET DESCRIPTION O11" :OTT MC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -LDN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vint=lff0 MPH Vasd=124 MPH :EXPOSURE - C -I-STORY RESIDENCE - _2-SMRY FMKKCE - MAX. HEIGHT AS PER WCAL AND STATE CODES AMP BD. CL CAB. LLG. cLR CONC. CRT. C.T. D. DBL. D.G. DIA. DIM. AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION Mw. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTYLIN PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C• PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL "AS CPSPE-reSIIED 02) m SIDN's ELEVAT00 ACUED 0346A5 COS Fe-ISS 04/FYb FOOitYs REVISION PER n BOUES 0641/6 CDSIM-gyp 02/M ADDED CWRBLESSFOOTERATGARAGE MAL(FORT KIM) 02MA9 PUN MAWEN44CE 03ftfil REVISED LINTEL SIZE AT FRONT BM DOOR DISK. DP. DR DS. Dn. D.W. EA. ELEv. EQ. EXH. EXT. F.GIFX. F.G. FIN. FLA FLUOR eR DR FIG. GA. GAR. DISP. G.F.I. GL DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUELGAS FINISH FLOOR FLUORESCENT FRENCH DOOR Foorwc GAUGE GARBAGE DISPOSAL GROUN6FAULT CIRCUIT INTEARUPTHR GLASS PAD. R.A.G. REF. RM. R.O. S.C. S.D. SA. SHT. SHTII'. SHWR. SIM. SL. SL ST . STD. SWS TEMP. THK. T.O.C. T.O.P. T.O. TAP. RADIUS RETURN FRIGERAIR TORRL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING STANDARD SLIDING GLASS SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSI'AB TYPICAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR o. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4076 SQ.FT. CAW.S 044t4A5 DED ADADDITIONAL RECEPTACLE IN INILL PMLL BATSON (MEL6.) M09 GSM NVAC VOLIM ON SOFT CALL SCHEDULE (Ma.W LIVNW 1028 SFT. a, GARAGE 430 SQ FT. � 16 Sa Fr LANAI 08 Iba FT. TOTAL 2362 SO. FT. E612AS ADDED TXTEwOR MOW DEEP FOOTEW DETAIL 12M A (orb) 06aM ADDED LED LIGHTS • IOTCIEN 2 BATH RK PER MADOMES 0V " ADDED STOPS OPTION ELEVATION C 4 D (TAMPA) OMM ELEVATION Ts' SIDING -ADDED LOUVER s GABLE ROOF IORSAS ADDED OPT. V-0• CEILING FEIW % @MOM REPLACE USP GCN ECTORS WITH 5WWN CONP*CTORS E4)01/!0 REVISE ETKAVENT RADII PLAN OR1BlBlOidb 040NO OPT. W-B CLG. NGL- ADDED LED L*W N FOYER OI/ 0 B•-V CLG. IrsT. ELEVATION •C•- REVISED HEIWIT OF A aclwY osmisrio ADDED ELEVATION81'ITt'(ORU STRUCTURAL SHEET DESCRIPTION GYP. BD. H.B. H.C. HDR IN coRMT GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION U.N.O. V.P. W. W/ WD. UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH 011Wm ADM ELEVATIONS TVs•-TTM-175• (ORU PG Si -FOUNDATION PLAN PG SI.lA-DETAILS PG S1.2-DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER 0VMI MO FBC UPDATE THE BUILDER ASSUMES ALL UABRM FOR INTERPRETATION OF THE CONTRACT' DOCUMENTS. INT. INTERIOR Wow. W/H W.I. WINDOW WATER HEATER WROUGHT IRON PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS 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 PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG SNI-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT Off" ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RliTs IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BSlai GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCTION HAS® ON THE DRAWING SET. li N. RONALD REAGAN EL LONGWOOD, FL32750 PH: 407-7748078 FAX 407-774-4078 www.ffixfeslgngroup.com AA S: 0003325 q Y f h C �9g O f TJBDIV. de 1LOT:BBOTT PARKLOT #3BLK #11a JWT* 04181.000-03111 MODEL 4EBB "1828-CALI" GARAGE STNIHQ: LEFT PAGE: COVER SHEET 160 H EXP. C 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) UND. 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE Want 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 HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAW%, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER 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 8. EXCAVATIONS TO BE A MINIMUM OF 1- 0' BEYOND NEW FOOTING LINE. 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 i. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-36INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 113025.2 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 1- 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 R3026 & TABLE R302.6: THE GARAGE SFWI 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 5l 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS TH N;INCH GYPSUM BOARD OR EQUIVALENT. 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 TERNIMCIDES, 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.' TINRIER 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: L NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PIPE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) 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 ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE B 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 WITHIA' 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. B. 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 COVER9168 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 FNMHES i. 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-Cl063-19a & ASTM-C1787. 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 CELM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / 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. EKTEPUM S0FFIr3 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) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesf6a6rouPm AA /: 0003326 ft i dd r a 813=1v. de I.oT ABBOTT PARK LOT #3 BLK #11 PROJWT#y 04181.000-03111 MODZI 4EBB "1828-CALI" GARAGE 81IINC: LEFT PACE GENERAL NOTES 160 MPH EXP. C i� 39'-8' III -- o'////Ilo Dil/////////'olt//11/////io o■///lo . � o;o o � G. � I '11 � � � n o o - r . = w. 0 = BOLLARD • REaBL � o iCODE PER_ 0GAME . 1 I 'Y J' p oll! -I!a i - . ._ all OIp1Io OIIIIIIIIIlO 00 aIOFIFllim , OWN immor"IMMON Ml� FLOOR PLAN SCALE: 1/4' . I'-0' r�iar�rds►�.r: SQ.Fr. CAM'S Li 1028 SQ. FT. GARAGE 430 80. FT. ENTRY I6 SQ. FT. LANAI as SQ. FT. TOTAL 2362 Sa FT. MCUIDEIrOMFORIMMOM AND7 E FOOTME am 1DWNYWOW I190111 MIN. WINDOIU h 5 34/-45 CRITERIA EXTERIOR SWttJCa IB 5 33/-43 OR. MIN. CRITERIA Sfs.D. MIN. 41 5 31/-39 CRITERIA 8010 Oi m. 56 5 2-1/-313 BASIC WIND SPEED IIPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. =ll, EXP.=C. MEAN ROOF HT. = 11'-3* PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOMMOA7801M Cl� r DBI. TOP PLATE 9 BAR DETAIL A NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARACIE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 M M) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abd-Igng-up.com AA S: 0003325 Z r RON ti 0 StMDIV. Je Lwoll ABBOTT PARK LOT #3 BLK #11 PROJECT* 04181.000-03111 MODEL- 4EBB "1828-CALI" GARAGE STIMO: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C 0%71-a, D 01/19/21 SCALE: 1/4"=1'-0" SlIEET Al FYF'ON LVI2X24 OR ECUIVALENT LAP SIDMG AS SPECIFIED (TYPJ 4' FREIZE BAND (TYPJ 6' TRIM BOARD (TYPJ OFT.COACH LIGHT 8'-0' BRG. HGT. 12 bt7�; FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHNG AS PER FBCR R103.4 OFF RIDGE VENT SHINGLE ROOF !�I'-O' I 16'X60' FYP04 Y DECORATIVE SHUTTERS OR EQUIVALENT rwTYM �- 4' RAISED BAND (TYPJ ,b0—q 0 FIN. FLR 0'-0' FIN.I OFF RIDGE VENT AREAOFATTIC 23645Q. FT. NETFREEVENnLATION AREA REQUIRED = 1/300 REQUREDVENTILATION AREA = 2364/300 = 7.88 VENTILATION ARFAXSO, INCHES PFA FT. (144) = 1M72 SO. IN. MN. REQURFDVENTHATION = .5X IM72 IN UPPER PORTION OF ATTIC 567.36 SQ. IN. OFF RIDGEVENTILATION AREA = 125 SQ. IN. PERVENT 567.36 /115 TALXOFVENISREQURED = 4.93357 TAL Y OF VENTS PROVIDED 5 -AREA OF ATTIC IS THE PFJHMlIU65 TXR TEROFTHE LHAN03EOVFIHCWHANG0® EXTERIOR OF WALL TO EXTETIIOROFW NDOOV61iE, 8'-0' BRG. W.T. LE IME WIN rA All qLwj OFF MOW VENT U REAR ELEVATION SCALE: V4 . P-0' TEXTURED FINISH i. 8'-0' BRIG. HGT. F-1 F 1 i0 z�-- - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------- - gym,"0 LEFT ELEVATION SCALE: 1/4 . I'-0• TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT r-0• r-0• a ro m s s °0-0� ------------------------ -------------------- --- - - RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I DECO. DTL. A SCALE: 1/2 . F-0' I'-O' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 wwwAbdesigngroup.com L AA 9: 0003325 J � S•± � � a 2 � C c m g ITIT 9tmDm a LOT: ABBOTT PARK LOT #3 BLK #11 PROJECT* 04181.000-03111 MODEL, 4EBB "1828- CALI" GARAGE OW MG: LEFT 1 PAGE: ELEVATION "C" 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e OSV OUTLET 30 AMR MOLE POLE Rev CURET Rev CUTLET In OP CurLR "No TO aura+ —1 (J9 IIOV OUTLET EOaF® tlM0 FALL "'w'w TAMPER rtj j IiaNTANT TYPL 22"V gTLET (4) ac CONNECTION Ilr �I DR. wTEla1C0F punz? 40IMM FALT HraEr'I![ SWTCN eserON 3-IEAY OPEN. W4 SWtTCN 441AAY OPEN. Fo FL4LL MDINr11D LIDNr CELNG LIGHT © LED CLG LIGHT GYP LED VAPOR FROOF LEM @ VP VAPOR PROOF Low @ PROMISED CAN e~. FAN 1 OIM FEN. S@ FT. YIILIS4R mow I CAT PR OC R. V PDMJN lSFm TED 6Y '-mLD L�,E�EED7 AROU [IU 2— —OUN FvlL ARD ! rFNv { r FLuol�ecmlr 41 FLUOPOICEn W--.—a—e+ 8 N TRAGIC LIOIlr 0 PANEL sib O SD. DRINCTOR pAy� eL��e aLaem3e� rti l�J WLL mgMED s mom OErECT R eAer obe.� ELNA�IQ. ®GAIew' SRO coma CC1ED TEo MOLL BE A DMTYNT OF NOT LESS THE/ 4• RWM MMAT LOW L)\ NATURAL O.4! cunxT ► TELENIOW JACK "nR IRATER Ae� DISCCIECT AR CCTDITIONstl 'To on IMP DmGONECT M AMU CHUHO. I aiv TELEVISION JACK w moK JO J-ION! TO Ef SI/•A91FIm N AOCOIFDIINCE FY IDX KAI!® AS OL CH ION. CELL am pmawm ro EE SUg•OIFI " N KELVIN FAN,LIOHT Mnwo3D AS a/c11 FOR MAWMDA&O C FOR LOW STRIP Onnnnn 36• SCA/DESCmn LOW SIRS• 4V NCAoacmrt Len STRIP ROOD LIOW IaP OPT. socumrY IQTPAD • PA muff UTC/ FOR CNMl1 mm mw • LOCATION OF TV JACKS 4 PI40NE CURETS 4 FANS TO w VIRPID • HC'EOWMR FIFE-CONST1UCTIONI PCCTNG. • ALL m 4 m AMR BRA 4W CESCUITS TO LSE ARC FAULT FROTECTED FEN. CLDIC7RICAL FROVISIONE OF PHOR TTH mmoN (20e) 4 NEc Flea 3el'1 EDTION • 20 AP DEDICATED LAUNDRY CIRCUIT. • ON • ISLAND (NOT ON IOTCMN CIRCUIT) • 0I61*1404M DmCOAFICT TO EE LOCKOUT N PANEL • mATWWCY 8XNAU&T PAN TO NAVE MN CAPACITY OF EO CRT MEmmiTne T PER ELECTRICAL PROVISION& OF EECTIGN Mbdn3 FICJE 1tH ■CITION CAMMI • LAUNDRY ROOM RlCEPTACLI SWILL EE GISOIaD PALT CIRWT-NTERIEIPIER PROTECTION FOR F'E ON FEEDEM • M METI NON METALLIC CAOLE PER ELECTRICAL PROVISIONS OF PECK IM ED OMNI • ALL WOW TO COI•PLT MTN ELECTRICAL FROVISIONS . A t entrA dt er INS OFe AND OF THE MICR ITH ED r2E0emigur EFFICIENT TYPE ON 1014" 7m ------------ db LAN LIVING ROOM C` PRE -WIRED` CLG FAN , BDRM.#1 c PRE -WIRED c / J CLG FANCIF1 / -- G - / -- PRE -WIRED �\ 1 CLG FAN \ ► DINING I r1 I ROO� I S'-be I� IN CABINET I_ __ ____ __ _ i TN.LC. Cfl L ---- — L GFI I iEI II 1 ODUTLET / VP — IF DW / --- -- ---.- ;I.AUN• 1` KITCHEN/ _ PAPL BDIk/4/ u °_Nj L—/I I D WIRE W/ ATLET FUTURE MICRO PRE -WIRED CJ c" ,7 CLG FAN IRA I /\ I PRE -WIRED CLG FAN GFI O 44•AFF. B. FOR / I DOOR ► BOLLARD r�{ � / AS REa 1 I L` �C — PER BLDG. L--_-J CODE / WALL MOUNTED I I BATH #l2 LIGHT W/SWITCH IN j 1 5/00 ATTIC / I GFI / 1 CLC% Y Y I 1--- METER OUTLET KEYLESS ► \ VERIFY FIXTURE \ \\ BDRM f2 IRRIGATION FOYE L / \ OUTLET •& I\�;`, � 48' AFF. GFI ENTRY — 1 GARAGE • y\{ \ PRE -WIRED CLG FAN -------------------------------------- OPT./ COACF4 LIGHT ELECTRICAL PLAN SCALE: 1/4' • 1'-0' CEILMG MTO. LK�IT TO BE INSTALLED, PROVIDE J-BOX FOR I OPT. FAN WP Panel MAIN -A PANEL: 8/16%PCFL breaker VOLTAGE: 120/240V-1Ph MAN: 15OAmp M.C.B FEEDER 3 #1 CuT)-MN& 1-M6 Cu (G) in 1 10 C. OR 3 u2A AL T1MN & 1-#6 Cu {G) in 1 12" C. Va. PoN M lb dpam weal at.e Omit w4as DeawiPSsa b PAN Ton M2 1 m Fxtala RecePNae GFl bll1G 12m 1 2 M2 2 20 hlNllon tramp 1000 3 Spas s e GM4 auU l ygay 7 9 PANEL -A PANEL: 42 art breaker VOLTAGE: 120/24OV-lPh MAN: 150Arm MLO. FEEDER341 Cull- MI&1-WCu(G)in11Q•C. OR 3-a2AALTF Ml&1-A6Cu(G)m112"C. His ►d• aF h vib licit cl wdb Dma, bn b Pd. Wn i12 1 M Smal AppI— 15m i 2 mm Rage m 2 pa s12 1 2, Nmvaeaa/l1mi GFl tam 3 M2 1 W 9 .I Appb tmD 5 a !Sm Iki. 25 2 MO 012 1 m ReNgrd. 15m 7 8 a12 1 M mag Rea.tCeAFd Ism 9 10 I= Dapwd GFl m 1 M2 M2 , 2D 9A, l3R Re.Os Imo 11 ,2 15m pdaatN. OR m 1 M2 M. 1 15 Fq /l /aeafJa"d QAFCI m0 13 14 50m p7.Gm m 2 MO MI 1 15 LWV II—, LAM UFm AFp m0 15 16 MI 1. 15 M—, P 1, a pdrg LATE AFp m0 17 V 15m GFl 2, 1 1 M2 M4 1 15 SD&pO AFp m1a 20 10m Gape ow -en 21 1 M2 M2 1 2D Lary l 4WO41 Den AFp 12m 1 21 22 IMO IGa /EXIMm Lls&Reagtac1w AFp 20 1 1 M2 Spam 23 N am a.*— , AFp 15 , ! I4 Sp 25 28 9m adh, AFp t5 1 .4 Spv T7 Spax 20 30 tOm Yri eaadeM 20 , 012 31 32 sp— SWes 33 N Space Spa» 35 38 SP•c• 37 3a Spar a 2 35 AICAH 4Nat. S KVA d a ASlB b Space 41 42 Spay Lei to tlsnaH tsb alpuYlicnel Ms 1mm 2a7m lnsi t•tlenak 4d.alaialbalRr man rad—RL'arcRations: ABBREVIATIONS: AW: ARCFAULTCRC NIERRUPTER Nf:: NONCGNpOBn o GR: GRpNDFAULTNIERRUPiER rdd wa nakd toaemna w. v7m Rat imm aae d tm% 10o03 Rmwi atlad 40% 1am Tdd A/C Ima tQ1D ON AIC NONORICIDBIT IAOD LOAD CALCULATION 15 EA9®{ Tdd CaTada4 k®e W."33SOB Tad Antpa(wdb I NO wKs) NL3 Ge ral Lighting & R Load Taal AIC Sgive Fed 18B Goad Lb 8 Rec 3 W / Sa. R 5464 K+W 1 at65N9L at 100% Ta Goad ughi & Rec RNdls) 5549 CI05t Tolal vat6 i I L I I I II'-�• 1'-b• I LED LIGHTING @ SINGLE LAV. BATH 52 ISO AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. PLECn0CAL MATERIALS AND NSTALLATA" 6WALL COrTL7 W 11/ ELECTRICAL F7EDNSIOW OF TE Pam ]7H EQl�S1IQW) LOCAL COD" • AND ALL LOCAL POUEIF COMPANY PEGSRFEMBAI. IL ALL CONDUCTORS SHALL mE TYPE THINAMM ULEDD NOTED OTWERMSE 1-14' DLA SCIEOULE ED PVC CONDUIT OR PROVIDE 3 Oro ALUMINUM (AL) N 2" CIA 6 W PVC CONDUIT ULESS SERVICE IS FRONDED my THE ELECTRIC COMPANY. COORDINATE WIN TWO ELECTRIC COMPANY PRIOR TO 010. 1 I m I I L I 1 I I a I I I I I 194 1 LED LIGHTING @ DOUBLE LAV. BATH N ca, CHNECT IE CH AP tie ATT DIscONSEcr eWral APO DtDR10 k M ELECTRIC METER 01 I PLO NE MA 3R ENCLOSURE PAEL TELEAIAm em vkx G1ILE TELIPAS ON wmmcE SmNCE ENrRANCE Edurt1 n y y EOISFN'tIf INTERSYST&1 0210S15 TERMINAL AT LOW VOLTAGE CONNECTIONS 1 Al CU SERVICE GROUND CON IZTED TO CONCRETE ENCASED POO" STEEL PER ELECTRICAL PROVISIONS OF TIE Pmm TIN 510" DI A x 8 FT LONG COPPER CLAD GRCSD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-607B FAX 407-7744078 wwwAbdeWgngroup.com AA B: 0003325 Y iJ C TS i d F C SuDDIV. aG LAT ABBOTT PARK LOT #3 BLK #11 PROJECT# 04181.000-03111 MODEL& 4EBB "1828-CALL" GARAGE 8MIMO: LEFT PAGE: ELECTRICAL PLAN 160 MPH W. C ■ PLUMBING PLAN SCALE: V4 . I'-V' 2� 2' VTR � I\ .`� r I \�I la' �\� 12' \ J 1. I \\ Id. WC i 2.. LAV 4 T I I 3 I< I I 2' OHM 4�11 V2' 2 WASHER /I J IaTCHEN SINK uu 2' AUTO VENT 2 iR{ I V2��2�1 Il1� ...�, I TUB PLUMBING RISER DIAGRAM TO Ii N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigngroup.com AA S: 0003325 jgg�j a � b� F q O m o s j L L., DwC:: 01/19/21 SCALE: 1/4"=1'-0" 9iIEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL 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 TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. FETAL. OR OTHER MATERIALS AS PER FBC NTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 'ITH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO E01,41 AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS ALL HAVE AN APPROVED FIRE OR FIRE/SINOKE 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. IL DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FA14TEC 4 OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC AIR SUPPL AIR HANDLE' EVAP.TRA SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS O O EXTERIOR WALL ? y AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES d EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP ORAN LINE AND TERMINATE N AN APROVED DRAIN, AS PER FBCR'ITH EDITION (2020) MECHANICAL OLD& CODE SECTION 301Z.4 HVAC DRAINS FIN. FLOOR OR WALL ��—FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.VL OPTVSPEC n4FL00R SLAB CLEAN -OUT (TYU LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT C/A OUTSIDE AIR ® THERMOSTAT m PASS-THR1 AIR GRILL SECURE STRAP TO CONIC. W/ (2)-3/VPW' TAPCONS CONUNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) ISXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN C0ND. DRAIN 3/4' DIA OVER HEAD a 12' FROM STRUCTURE COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONIC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN ■ MECHANICAL PLAN SCALE: 1/4 . I'-& NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com AA 8: 0003325 J d dTo Q 1 F in To in c Y s StnMX /. Ae LOT: ABBOTT PARK LOT #3 BLK #11 PRDJECT/ 04181.000-03111 MOT= 4EBB "1828-CALI" GARAGE sVFMC;: LEFT 1 PAGE: MECHANICAL PLAN 160 MPH . C OO D � 01/19/21 SCALE: 1/4"=1'-0" BiIEET M1 2X4 TOP PLATE em PRE-FAS TIM" Vl' GLG. BOARD . r U2' DRYWALL —t WF- SECURE ST. — PLATE TO SLAB uV k3d MASONRY NAIL • 32' O.G. MAX FN. RR 2X4 WOOD STUDS 024' Oc, N T -: STUDS IN PARTITIONS SUPPORTMGs WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' OZ. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. MTYP. INT. WALL (NON—BRG.) 21 SCALE, 3/4'.1'-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9051U. ROOF SHEATHING THICKNESS AS PER SHEET SNLSECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/1' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1.-0. TYP. OA 3/8' GYPSUM Bf OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 45 (2) COURSE 00 NOT CUT THE BOND BEAM REBARS PIPE THROUGH BOND BEAM D1 SCALE: 3/4'•1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 NOULATION WINDOW ATTACFAIENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T.FURRING— STRIPS • 24' O.G. v CMU 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLRj_ _ tl. ..a n W/ WINDOW OPENING FIBERaLASS SHINGLES WITH UNDERLAYMENT AS PER FE$CR 9051.E ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT W' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-0' FIFE FLR B TYP. WALL SECTION NO OPENINGS NOTE: PER SECTION FBCR 905.1.1 - FOR SLOPES :12 TO LESS THAN 4 1—STORY HIP BLOCK WALL 4ROOF:12, A (2) LAYE2R UNDERLAYMENT SCALE, 3/4'•I'-V' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 406S TYPE Iv, OR ASTM D 6151 us 2B GAS LINE THRU BLACK — xr.r_ FIBERGLASS SHINGLES - WITH UNDERLAYMENT AS PER FBCR 905.11 ROOF SHEATHING THICKNESS AS PER SHEET ON]. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE) / 9' 2x FASCIA PER MA,: ELEVATIONS 01. VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-EWA GABLE TRUSS WEEP SCREED / 2x P.T. SECURED PER STRUCTURAL DETAILS � ����� I i!440•i•,i0.00ii•J���;i wr . �''a r DE eY aneAs .T?04 wa TAemec ATO C w wocr+ rimo P90 dPPMWALVAL IE2 s GARAGE DOOR JAMBS D1 SCALE: 1IR'=I'-0' 2X4 SPF 24. O.C. MAX. SECURE IW (2) 12d NAILS • EA END 2x 15LOCKNG BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIFFSACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRIM CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT- 1---PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR 8' cm 4m. a n W/ WINDOW OPENING ti R-43 INSULATION WINDOW ATTACN'ENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bc2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLA88 SHINGLES UT14UNDERLAYMENT AS PER POOR 9051L ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON 8 4EET SNL PRE-ENG. GABLE TRU88 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'.1'-0' i441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746018 FAX 407-7744078 www.abdeslgngroup.com AA R: 0003325 J � Y z q F l MIN0 a SVHDIV a two . ABBOTT PARK LOT #3 BLK #11 PROJECT#I 04181.000-03111 MODEL' 4EBB "1828—CALI" GARAGE STFMC;: LEFT PAGE: DETAILS 160 MPH E . C I!' Li ,i rcr k: 77 DrRINTA 01/19/21 SCALE: 1/4"=l'-0" SHEET 1111,. D1 im 2X6 P.T. • CENTER OF DOOR WEAVER SEGUED W/ (U 112, X 8' J-BOLT W 4' MN EMBEDMENT W 2'X 2' X V6• WASHER 4 MIT opt W/ (2) V2' X W AWA40M BOLTS W/ 2'X 2'X VW WAGER 4 NUT IB 0 SECURE 2x4 ON FLAT TO BLK IN OR 0 WV MASONNY NAIL& 2X6 OAM04E DOORM 6CK SEGUED W (5) VC X VJ-BICN OLT OR MOR 9 9 BOLTS. IW 4N ' MEMBEDMENT, UV 2• X 2' X W WASHER 4 NUT. (V WITHIN 8. OF TOP, (U WITHIN V OF THE BIM. (3) EVENLY SPACED. NOTE& ALL ANCHORS SHALL BE IN ACCORDANCE TO MANPACTURER'6 INSTALLATION NSTRIOTIONS WERE ALIC U NSTYlCT10A1l, e r eTR11r,FUT GARAGE DOOR r11BUCK ATTACHMENT 4e4u.Ia'ar 2X4. ® 2X4: ® 2X4. 00 8ECU E To BLOCK We SECURE TO BLOCK SECURE TO OLD= IW 3(16' TAPCONS (MN W/3/*' TAPCOND (MN 1/4• TAPCONS MN SHANK 512E .H8 MN SHANK SIZE 145 MN SHARK SIZE 145 MN HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 3" MN EMBEDMENT 1 1/4') MN EPI DED1 EW 1 1/4•) MN EMBEDMENT 1 1/4') WITHIN 6' OP EACH WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 IS' OC, MAX END 4 W OG MAX END 4 18' OC. MAX SPACING. SPACING. SPACNG. 2X6. ® 2X6. ® 2)(6. SECURE TO BLOCK SECURE TO BLOCK SECURE i0 BLOCK WK2) 3/b' TAPCONB W92) 3/16' TAPCOND WK2) 1,14' TAPOOM (MN (MN SHANK SIZE 146 MN SHANK SIZE 345 GNAW. 812E J45 MN MN HEAD SIZE 300 MN HEAD SIZE 300 HEAD SIZE 300 MN 8' CMU MN EMBEDMENT 1 V4•) MN EMBEDMENT 1 V4') EMBEDMENT 1 V4•) WITHIN S' OR EACH END S' Cm WITHIN S• OF EACH END S' CMUI WTNN 8. OF EACH END �� ORYW4LL 4 b• OC. MAX 81•.4GIDIG. 4 b• OG, MAX OPAGING. 4 b' OC. MAX BPACNG. S' CMU Ix4 P.T. OR 5/4'X4' MN 1W DRYWALL V2' DRYWA LL SECURE TWRU FRAME 4 I'X4' 2X& ® ❑ 2X0. ® 2X& t?® V2' DRYWALL EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' SEGUE TO BLOCK PX4' BLOCK W/ 3A6' W/(2) 3/16' TAPCON5 P.T. NAILER WK2) 3/I6' TAPCONB P.T. NAILER WK2) V4' TAPCZ" P.T. NAILER TAPO" poOR :W. MN SHANK Giza 145 1/16' OAM X 4• MN MN SWANK SIZE J45 DOOR CA84r. MN SHOW SIZE J45 MN SHANK SIZE J45 MN HEAD SIZE 30V MN HEAD SIZE 300 MN HEAD SIZE 300 1/16' OAA X 4' MN HN HEAD SIZE 300 MN EMBEDMENT 1 V41) DOOR CASING MN ET`BEOI'BNi i V4') MN EMBEDMENT I V4') MN EMBEDMENT 1-114• WITHIN S' OF EACH END WITHIN 8. OF EACH END WITHIN 8' OF EACH END DOOR CMING WITHIN S' OF EAGW END DOOR JAMB OR WINDOW a w OC. MAX 4 b• OC. MAX 4 W Or- Max 4 b' OC. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACNG. DOOR JAMS OR WINDOW SPACIWC". DOOR JAMS OR WINDOW MANUFACTURES DETAILS, ATTACH TO 2X PER ATTACH TO 2X PER MANPACT ORES DETAILS. MANUFACTURED DETAILS, ATTACH TO 2X PER MANUFACTURE& DETAIL& NOTE. OWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" /A wDQDOw TO BLACK +3/4" OR +5/4" 2X4. M SECURE TO BLOCK UV 3/16' TAPCOffi MN 8HANC SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 E O.C. MAX BPACNG. 2X6. SECURE TO BLOCK WV(2) 3/16' TAPCONS MN &HANG SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 11149 WITHIN 8. OF EACH END 8. oy1 4 ID'Or- MAX SPACING. VY DRYWALL 2X& ® ❑ 1W. SEGUE TO BLOCK P.T. NAILER W n) 3A6' TAPCONS MN SAAIK SIZE YA DOOR CASING N MHEAD SIZE 300 MN EMBEDMENT 1 1/4•) WITHIN VOF EACH END 4 OC. MAX A ���'' DOOR JAMB OR WINDOW ATTACH TO 2X PER MNIFACTUES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED IW) DOOR JAMB TO BLACK +1 1/2" rZwINDOw TO BLACK +1 1/2" NOTE: BRIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" ���ow To BLocK +1 15/1B" 2X4. US SEGUE TO BLOCK WV 3/16' TAPOOWD MN SHAW SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4.1 WITHIN S' OF EACH END 4 *'Or- MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 1102) 3AW TAPO" 3A6' TAPCON MN 1-1/4' MN SHANK SIZE J48 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN 8' OF EACH END S• CN7U 4 W OC. MAX SPACING. 10' DRYWALL SECURE E i0 BLOCK I•X4• Wol(2) 3/16' T,,PD" P.T. NAILER MN SHANK SIZE .HD DOOR CASING MN HEAD SIZE 3" MN EMBEDMENT 11,1419 wTHN 5• of EACH END 4 W Or- MAX 9PACING. DOOR JAMB OR UUNDOW ATTACH TO 2X PER MANUPACTUES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 BOOR JAMB TO BLOCK +2 1/4" nwnrpow To BLACK +2 1/4" NOTE. SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" �lwlemnTr Tn Rime ems• 2X4, M SECURE TO BLOCK LLV 3/16' TAPGONB MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1,14•) WITHIN 8' OF EACH END 4 b• OC. MAX SPACING. NOTE, STRUCTURAL 2X MIST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWRO M4 NON-6TRUCTURAL IW92) 3A6• TAPCONS 3A6' TAPCON MN 1-V4' MN SHANK K SIZE J45EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT I V4.1 VOF EACH END S. cm 4 W O _ MAX SPAGNG. V2' DRYWALL 2X& ® a i'X4' SECURE TO BLOCK P.T. NAILER W1(2) SAW TAPCONS MN BLANK SI- J48 DOOR CABNG MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WTHN VOF EACH END4 W OC MAX 6PAGNG. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') 2ND 2X 8EC1RE TO STRUCTURAL MEMBER WK2U2d WITHIN a, OF EACH END 4 6' TO 8' O.G MAX DOOR JAMB OR WI I:10W ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLACK +3" �w 7Y1 Ri1T(!iC a3^ NOTE. 6141H AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BACK +3 7/16" wDlrpow To BLACK +s 7/15" 2X4. SECURE TO BLOCK W 1/4• TAPCONS, MN GNAW. SIZE .145 MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN W OF EACH @p 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2)(6 ® ON OUTSIDE 4 6ECUIED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) V4• TAFCONS MN 3n'• TAPCON MN 1-114' SHANK 612E J45 MN EMBEDMENT INTO BLOCK. HEAD SIZE 300 MN E'BEDI'EN( 1 V4-) WITHIN a, OF EACH END 8' GMU 4 W OC. MAX SPACING. V2• DRYWALL 2X6. 1� ❑ 1'X4' SECURE TO BLOCK P.T. NAILER WK2) V4' TAPCONS I' P.T. X MN BNANC 45 MN HEAD SI0MN EMBEDML414 L DOOR CAGING WITHIN 8. OF END 4 WO.0 MAX SPACINIG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +3 3/4" H wINDOw TO BLACK +s 3/4" l"J. N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774807E FAX 407-7744078 WYMabdeWgngmLq) m L AA #: 0003325 Uo gg�y M [PROJECT# USIDIV. do LOTBBOTT PARK LOT #3 BLK #11 04181.000-03111 MODEL 4EBB "1828—CALI" GARAGE BTFW0: LEFT PAGE: DETAILS 160 MPH EXP. C D � 01/19/21 SCALE 1/4"=1'—O" SHEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 124739 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.7 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 10456.3 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2022 1.3972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13972.8 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31./2022 13872J SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13672.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10456.10 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 2/31/2021 10446.1 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 104465 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 10441.4 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 114963 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 108W.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 114965 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104413 SIMPSON STRICT. COMP. WOOD CONNECTORS Z020 FBCR 2/28/2021 13904.6 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRICT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 26503.1 KAYCAN LTD. PANELWALLS EXT. SOFFITS 2020 FBCR 12/31/2023 22019.1 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 9/28/2022 15332-RS MI WINDOWS & DOORS SIDING GLASS DOOR - 2020 FBCR 1Z/31/2024 1535346 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353415 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 152792416 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395SA THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 2395&4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/32/2024 15216-R8 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 22/31/2023 37922 L.OMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-R5 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 r� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngrouP.eo- AA #: 0003325 q �( r c 6 91LJJ9DIV. S. LOOT ABBOTT PARK LOT #3 BLK #11 PROJECT# 04181.000-03111 MODEL- 4EBB "1828-CALU" GARAGE 93WMG: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP, C 2 PRJIDTT 01/19/21 DATE: 8CAL 1/4"=1'-O" BRHREET D3 PIREORI'ED CONTROL JOINT FLAUYAE Q GONfROL JOMTD� BE WIRED TIED TO LATH • W OO. MAX (VERTJ. !amL DO NOT FASTEN CONTROL JOINT TO W4LL EVEN P 61M E)MIS BEYOND EXCEPT STAPLES AW Ili' LEG MAY BE USED TO TEMP. SEMIRE CONTROL JOINT MEMO* INSTALLATION —� FASTENERS TO ISE SPACED • 1. OL. MAX VERTICALLY TWM / ' \ PLASTER3 COAT CEMENT WRD 44INGYER 4, PORTFBEIR / ft LDPAPER APPROVED METAL LATH FASTENED -I' (VERTJ Or— MAX AT SUPPORT& Wm LAYER P, STUCCO WRAP WOOD SHEATHING LATH SHALL HOT -- - - DE %�T"Je r' TO •• r' n- THRO" COTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. CNG IFROV E 2X4 OLOO PEIR MM CIG6! PLACED FLAT MAX. 6' TO S• FROM CONTROL JOINT WI -EN NOTE,\ \ / CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR i 8TIl1C1WRAL DTUD STAPLES IN COMPLIANCE WV ASTM CW63 r 2. WIRE TIED TO BE (NO. W 0,041b' WIRE / a BLOCKING GROWN MAY BE IN ADDITION \ TO WALL STUDS REOWRED PER FLAN O"M" TYPE CONTROL JOINT OLIq.D NWR!•R.A OL HOLD IRilMlO R.A s elcaeR • Pr. s >. aaAla • R. e OL ICED NaYC • R. A L CREAM - I-T. 6 POLO -r O l FOLD Iaw.Am•Pr.S ♦ asAIR • M. C 4 p"Pr. c QR R. e TILL Pr.O TOucil" Ronan M.AMN AiL DorTOFI WTiI TW f ORAL FOLD. ER EmOR. 3 COAT CEMENT (P OMA N• 2 PENT i N►iIP- IDT— IaOWR R.AM•O AT IIOTTCl1 CP ICOi 11Al.L N vFAMCTNXO APPROVED 81,111.01142 WRAP SHALL BE LAPPED A MNMM OF 6' • VERTICAL LAPS (POLL ENDS) 4 V • HORIZONTAL LAPS. ALL SEND HUD TO BE TAPED WTH FORIBER GNEATHEIG TAPE // rnra L.aP-rETAL LATH \\ LATH VERTICAL LAP TO BE I' x JC—rt7C IT METAL LATH WRB LATER P, I it PLASTER T14IC3 COAT CEMENT CO GTUCWRAP r• rat r FETAL LATH WINE, LAYER 4, FORTlIDER WARD LATER 4, PORTIPBBR SWLDMG PAPER dIILDNG PAPER Wm LATER P, / r—W?OD OIEATNNG 2 GCALErrI IR'• 0AP rrN un LAP. 4- VERTICAL & PAPER DETAIL LATH NOTF, WOOD SHEAT SIDE LAPS OF FETAL PLASTER BASES SWILL ISE GECLWED TO DWLDI FRAMING MEMBERS. PAPEI TREY SMALL BE TIED WITH 0,04E-N (L21- MM) STUCcr WERE AT INTERVALS MDT MORE THAN V (22%-M ) A8 PER ASTM CI06A QKICKOUT FOR PAIR OF TEARS Nrm" DETAIL MAY DE PATCHED MY SE RIS AATCNED 'R' WRAP TAPE PER MANF. SPEC. OR 4 PEEL l erlac aR WOOD SHEATI IWs OR cm WR5 LAYER •I, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WAL . SCREED 5'X5' 'L' TYPE CONTINUOUS CsALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SWEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.r.s. 4h4• SELF-ADMERM MEMBRANE PLASHM2 (COMPATIBLE W( HOUSE WRAP MATERIAL) OVER APPROVED NO= WRAP? FLAOMM TO EXMENQ ONTO PIPE 1. OR LESS PIPE — I CUT STEP 01 INSTALL FASTS ERS (CLIPS, STRAPS, STAPLES) AS REWIRED TO GECLN E PR-E/ WIRE TO FRAMING N.T.S. 67r6' SELP-ADMI RRn MEMBRANE PLASHING (COMPATIBLE WV HOUSE WRAP MATERNAL) OVER 4Sc4' SELP-ADVER046 I'lE BRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXIE D ONTO PIPE ` OUT MD OVERLAP ONE SIDE OF STEP •2 RA�ENM2ADNERINI2 rIB eIRArE IRRD LATER P, STUCCO WRAP WRB LATER 4. ►OIRrEBER BWLDMG PAPER FETAL LATH 6k6' SELF-ADIERIM MEMBRANE FLAGMM OVER 4.1c4' SELF-ADNERRNS MEMBRANE N-AGHNG OVER APPROVED HOLE WRAP. PLASNiSIG TO E)cTE O ONTO PPE 4k4' SELF-AMDIERING MEMBRANE —1 R.ASHR12OVER APPROVE _II HOLE WRAP. PLASHING TO EXfQD ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED NO{BEWRAP AIR INFILTRATION BARRIER OVER 64EAT14M ELAWOFERK COATING OVER STUCCO/ C.V. FINIGM (GEE TYP WALL WCTIaV SECTION PERS C i EidwbrYtlnl iMWAft Exterior use of porland cement PIMWr snal —ply wilr lle epplicetwn reasranenls of ASTM C 92618b. Installadw of exterior IsMing wxl framing steal curpy will ASTM C 1089-19Q or ASTM 178T INOMINDI,J DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER — — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE - METAL LATH: LATH TO 5E PER SECTION R-1031-1 / ASTM C-64-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. BONDED REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774N3078 FAX: 407-774-4078 wwwabdesigngroup.com AA S: 0003328 F N � Ftj mm SUDDIV. do LOT 44 ABBOTT PARK LOT #3 BLK #11 PROJECT# 04181.000-03111 MODEL- 4EBB "1828-CALI" GARAGE 81FMC: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EYP. C I I I I I I BACKER ROD —� I WRB LAYER 9, s IUIRAP -INSTALL 6' SELF -ADHERING MEMBRANE FLASFNING OVER TOP, SIDES) AND BOTTOM FLMKaES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, 1. BOTTOM. 2- SIDES_ 3- TOP -VENT CAP B TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS -APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 EANior Wft and pholieft Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) 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, 2S LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT A TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROIXaFI / WALL 1 6' SELF ADI-IESIVE- FLASHING (INSTALL PER MANIF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' h VENT PENETRATION SCALE: KTS. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I-" —ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER $1, STUCCO WRAP HOI.ISEUIRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARSER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING LAYER 9, STUCCO WRAP LAYER -S, FORTPIBER BUILDING PAPER METAL LATH WOOD C"TRICTICN f-FS�NISH •T EXTUPRED WOOD FASTEN TO WOOD STg1CTIJRAI- ME'bER • T' Or- MAX S' CMU V TOV ME -WA r aeEP scwF�o 6' WIDE STRIP SELF ADHESIVE RLAAww., CLEAN MASONRT BEFORE APPLYING FINISH • MASONRY (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 9, STUCCO WRAP WRB LAYER 9, STUCCO WRAP 9 APPLY 60 MIN GRADE TV FELT ® SEMBRANE IW MEMBRANE FLASHING FLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER R2, FORTIFIBER BUILDING PAPER STEP 113 STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #S STEP #6 (q) ELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 F44: 407-7746078 FAX* 407-7744078 www.abdesigngroup.com 16 AA N: 0003325 J o a1 < id 5 IX i L 9LJHDIV ac I.O 0 ABBOTT PARK LOT #3 BILK #11 PROJECT# 04181.000-03111 MODEL• 4EBB "1828—CALI" GARAGE 81rMG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFISER — - — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR —1116' ZIP WALL �fTii/7TlTl/ii SHEATHING SELF—ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACINCs a 1' O.G.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca)BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngrouP com L- AA d: 0003325 r h 4 BUHDIV & MT1 ABBOTT PARK LOT #3 BLK #11 PROJECT# 04181.000-03111 MODELA 4EBB "1828—CALI" GARAGE 81WMO: LEFT PAGE WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — MOOD CONSTRACTION mare D WOW aw"TNMG eMAMER 11oEal6rlvE SAMER / \ X?1Qle LAP eD6rs �' I \ F6. toeNe+ SW -ADHERING IL PLASM f \ ' A I,R816TIVE SAINUM STARTER SCRIP UNATWER SAAMNER �ISTIVE SELF-AD4- R J / FLASNMG \ _ ' GALVV METAL GALAWGWING MAL � 'r PLA814HO I V X 6' SMLATED womCASM TR9'7 LE ER OG92 / x 6' SN,ILATED TRM YEI'EIER GAP WMAULKING \y / OR AFT -ROVED SEALANT ` GF.A2 SIDING TO STUCCO ® BLOCK TO FRAME � n n TRANSITION a WOOD SMEATMM6— WEATMER IR STIVE EAIElIER , WEATIMTME �SISTI,SAPM ./ VEAL ' eOAROD DATTRI GELF- STARTER STRIP apt 6ALVb rE1AL � '-- EL�EVAT� PER NARDE TRIM PER I ELEVATION GAP Wr-41IIJCINGS OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION as 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 ww W.abdesigngroup.com AA 0: 0003326 r h ffi � carp a atmDly ae LOT: ABBOTT PARK LOT #3 BLK #11 PROJECT# 04181.000-03111 MODEL. 4EBB "1828-CALI" GARAGE 81FMG: LEFT PAGE: WALL ASSEMBLY DETAILS V. 160 MPH FV. C No DATM* 01/19/21 SCALE: 1/4"=1'-0" SIM= WA4 [ _____ i 2xf6 SUB -BAND W/1'x4' NOTCH s / r END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ �_FINISW 1/S' TEXTURED I \® WOOD I 11/S` 1/2' TEXTURED I \\ FINISH ® CMU �� \ \ METAL FASCIA \\ \�\ WRAP )k' FROM \\ STUCCO, I' FROM \ --- WOOD WALL \ EXTERIOR WALL \\ (_FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY 1 ®ELEVATION ®PL/4N ,4 1/8' TEXTURED FINIBN * UIPOD. In, TEXTURED FM1814 • CMU x METAL LATH x x x x x x x x METAL FASCIA URAP WOOD SNEATWNG x x x x x x OR CMU x x x x x x s. U1RB LAYER M, I SRO WRAPIFRAME gILY/ x x x x x x x x x x x x — UM LAYER 02, FORTRBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 Bub BAND Romm CEMENT x x x x x x x x x x x x x x x x x x x x x _ FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE r�raL Klac our x x x x x x x x x x x x x (REFERENCE POINT © ONLY. FOR WALL OFF x SET OF COMPONENTS) PROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) \ \ DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) TEXTURED FINISH i WOOD, 1/2' TEXTURED FINISH @ CMU 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-EW-s'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-0' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11�'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 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/11 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 wwwabdesiPftmp.com AA *. 0003326 J w N 1 r c � 5 8V8DIv. 4ti LOT: ABBOTT PARK LOT #3 BLK #11 PROJECT* 04181.000-03111 IWDEL: 4EBB "1828-CALI" GARAGE SIWMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND N.160 MPH EXP. C JAN DATE: 01/19/21 SCALE: 1/4"=1'-0" SHEET WA6 39'-W 28'-W 9'-8" '4" 3'-6" 36-7 SLAB °' — 1 — — — — FM-t2X12 FM-12X18 — m 4"CONC. °D SLAB W LLI F-2024 3 1/2" \ 1,-0" 4 EMEND FM-12X18 1 SLAB 1 1/2" 4" PVC \\CHASE 1A I 1 1A \ I � I I TOP OF I N SLAB Ix ;; I \ \ I I \ X I \\; I \ \ I \\tl 1A 1 I I. 5112" I I 4" 17'-8" 2'-8" 1I 3-0" 5 I I . o I ILL I EXTEND 2 to SLAB 1 1/2" t.7 SIMILAR FM-12X18 m I ri 4" CONC.I u Io W SLAB I I SIMILAR S 1Yd 3'_5" 1/2" ILL IN a 3 1� ! *-7 112" 1A 2 c J 'A t? ,., ,.1 m I 1A 1 MC-12X18 v FM-12X18 FMG12X18 4 ,,1 1.1 — L _ FM-12X18 0 ,., 4 1.1 1.1 2'-8" 16'-0" 2'-8". T-10" 10'-2" 4'+P 14'-W 21'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. T. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, OINDICATES #6 BAR,NNDICATES #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 = 3(", #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: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED S-0" O/C MAX. SEE PLAN FOR W WM 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 6x6 W1.4xW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 1a - s FM-12x,2 12" CONTINUOUS 12" - ( #5's FM-12x18 12" CONTINUOUS IF - (2)#5'6 (+)0'-0" FM-16xl8 16" CONTINUOUS 18" - s + -0^ FMC-12xl8 12" CONTINUOUS 18" - s #5 IN CURB VARIES F-24x2424" 00"4" i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdesigngrouRoom AA #: 0003325 y b V O BMW. a LOT: ABBOTT PARK LOT #3 BLK #11 PROJECT, 04181.000-03111 MODET. 4EBB "1828-CALI" GARAGE 81WWO: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C 39' MIN. EACH WAY MONOLITHIC FOOTING m STEEL REINFORCING IN GROUTED Z— g STEEL REINFORCING IN GROUTED v — s T ' CELL SEE PLAN FOR SIZE AND d " (L CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o 1 IF v d 0T SPACING REQUIREMENTS T G 1Iv-�-- s_ C m w m W m U w .{���— . I - I I GARAGE DOOR RECESS v J a Q FM Z 8" CMU WALL O 8" CMU WALL I> > . CORNER BARS, SAME SIZE AS LARGER BAR W III e" = O co — Z "�' to +- IN FOUNDATION WITH 30" LEG EACH "I W `oy ._ p'-0• - o 1� J WAY AT ALL CHANGES IN DIRECTIONS10 � � � TOP OF SLAB LAB - - • ° -" ' TOP OF SLAB � "I SO THAT THE STEEL REINF. IS CONTINUOUS I' MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR " EXT. PORCH SLAB �., SEE SLAB SCHEDULE BAR $LIE 4g BAR plA, 4" CHAMFER (I -STORY) _ EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE I"I ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �;p. AT ELEV: 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18' W/ 1/7' ISOLATION �,� 4" CHAMFER (1STORY) p'{y' JOINT (WHERE O -. # JO APPLICABLE) Z #4 24" SEE SCHEDULE #5 30„ JOINT (WHERE -. •.a APPLICABLE) Z 6" CHAMFER (2-STORY) EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, AR SIZE 36" FOR WxD, AR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND AR QUANTITY AND AR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO #7 iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 sCALE:34=,'-0 2 @ GARAGE SCALE:34"=1'-0" 3 CORNER BARS DETAIL (4D222a_l PENING SCALE: 3/4"=1'-0" SCALE: 3/4"=l'-0" Z (1) #5 REBAR VERTICALLY W/ GONG. U POURED CELL Q 8" CMU LAP A MN. OF 4 „ ANDAILATE WI 16d COIMMON Q ¢. #4 REBAR 02V O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT W W S z SLAB LAP TO OCCUR OVER STUD OF WALL WI PLAN �v z w Lu 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING v 5' CL > WALL W/ SYP I 2" CAPPED rn NEW REINF. BAR No 2 STUDS SEE PLANS FOI SECURE CURE BT. PLATE TO SLAB W/ — GALVANIZED PIPE IL SECURED W/ 2- PART 0 g SPACING. SINGLE BTM. PLA CI WEDGE ANCHOR Wl2" - WIFLANGE @ BASE d EPDXY. MIN. EMBED I TO PT. PROVIDE DBL. TOASHER SET IN HIGH STRENGTH d 8", UNO PLATEOXY 5-1I2" EMBED. MIN. @ 16" OC W 4 = SIMPSON SPH4 OR SPH6X. iv 4 CONC., REINF. W/ - I T°� 0 SPECOIF CATI S FOR U BTM AND TOP PLATE h- 'k6" #10 W WM ON , I 8 = USE AND I ANCHORS W/ 10d x 1 12" wlk— 6-MIL POLY ETHYLENE �4GX ~ ARATION OF 0 4" COMMON NAILS FILL ALL VAPOR BARRIER ON SLAB W/(4SECURE 2 10/4" HOLEPR 00 HOLES,OO NOT USE 10dSEE = Q WELL -COMPACTED TAPCONS J 3�S, SLAB SCHEDULE > - CLEAN FILL TERMITE a M TREATMENT SHALL BE p QO} a 5 BOR4-CARE TOP OF SLAB u.. . •P .. (2) CONT. #4 REBAR 4" CHAMFER (1-STORY) < ENEE3r 6" CHAMFER (2-STORY) n a ." ' (2) #5 REBAR ON CHAIRS 12" MIN. DEPTH Z 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE VIRGIN OR ENGINEINTO ERED SOIL > �' OU COMPACTED SOIL FOR WxD, AR SIZE SLAB HEIGHT LESS THAN 3'E" PER PLAN BOLLARD 5 ADDING BAR TO AND AR QUANTITY EXTERIOR MONO DEEP FOOTING W/ BLOCK WALL BCALE:34"=,'0 MONOLITHIC FOUNDATION 6 SCALE:3/4"=V-0" INTERIOR CURB FOUNDATION WOOD WALL SGALE:34"=,-0' (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. 0 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" OJC BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN 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 WALL W/ SYP No 2 STUDS SEE PLANS FOR PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING Z Q a SPACING. SINGLE BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Q� w SLAB I AN MASONRY 16" O/C STAGGERED. U NAIL 76' OIC STAGGERED. ADDITIONAL METAL c a ADDITIONAL METAL CONNECTORS NOT W to CONNECTORS NOT REQUIRED WHEN NO O 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Z m — - 0'-0"WPOURED CrYP)toUPLIFTiSPRESENT. LINTE LL ul CMUFILLED CE(T. OFSLAB SEE SLAB SCHEDULE.I° CSEE SLAB SCHEDULESEE - - - 2X WALL FRAMING SLAB SCHEDULE 1l2" DIA. SIMPSON STB2 BOLTS 5' TOP OF SLAB "- '- 0'-0' Z MINIMUM EMBEDMENT INTO TOP OF SLAB "ISOLATED" COLUMN PAD _F—F.R GROUTED CELL, 4" FROM ENDS AND CENTERED UNDERWALL AND 16"O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH --FOUNDATION AND SLAB EDULE SEE SCHEDULE -� WXD FOR WxD, AR SIZE AND AR QUANTITY EQ.41 EQ. EE SCHEDULE AND BAR QUANTITY I. FOR, BARSIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO AND BAR QUANTITY AND BAR INTERIOR FOUNDATION WOOD WALL NG AND COL. PAD INTERIOR CURB FOUNDATION WOOD WALL 9 SE22D BLOCK WALL CONNECTION $ SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE: 3l4"=,•-0• 11 SCALE: 314"=1'-0" S°"LE:y°"=,•-0•' (NO UPLIFT) li N. RONALD REAGAN 8l LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774 4078 wwwsbdesigngrouP.com AA 1k 0003325 Mill 2 }� a a yLLLY���yyy�iii O cK cl IIP tmDrT: v ac LABBOTT PARK LOT #3 BLK #11 ROJECT# 04181.000-03111 HODEU 4EBB "1828-CALI" GARAGE STIMG: LEFT PAGE: DETAILS 160 MPH W. C d N.RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdesigngroup.com AA #-. 0003325 w gss � Z Ct :� O s SVHDm a LOT ABBOTT PARK LOT #3 BLK #11 PRO"=T# 04181.000-03111 MODEL.• 4EBB "1828—CALI" GARAGE BVnNG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 114" = 1'-V TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM N °I O CLEAN OUT REQUIRED a FOR INSPECTION v I. ` I - 0'-0"FIN. FLR. -A - TIE ERTICAL REBAR TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA Z #3 18" > #4 24" #5 3W #6 31- #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS mw U O n7 Z 8" CMU WALL TOP OF SLAB q - TOP OF SLAB ° SEE SLAB SCHEDULE Z w EXT. PORCH SLAB BAR SIZE 48 BAR DIA. > q W/ i/2" ISOLATION 4" CHAMFER (1STORY) #3 181, �,� L) 6" CHAMFER(2STORY) JOINT ' • #4 24" a°= APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT 6" C CHASE PER SCHEDULE 42 6" PVC CHASE THRU FOOTING PV 6" PV FOOTING #7 39' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" #5 BARS 4 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeskgngroup.com 0T I. sXMDTV. Sc LOT ,41 ABBOTT PARK LOT #3 BLK #11 PROJECT* 04181.000-03111 MODEL: 4EBB "1828- CALI" GARAGE 81111MG: LEFT PAGE: DETAILS %160 MPH ER. C DRAT�E. Ol/19/21 sCALE: 1/4"=1'—O" sHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 9-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�I) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 116--------------- L------------i L--------- —I— --------- i 81`16 MIN: 1T/0M/1B 17'4" BTM. OF LINTEL Qo T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1'-0" wt 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 V .wit � i 6 gg F 114 w A 5 i L i. etmDILOT•. N. as ABBOTT PARK LOT #3 BLK #11 PROJECTp 04181.000-03111 MODEr.. 4EBB "1828—CALI" GARAGE 8111MG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E^ C of #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3l4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR Rke" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �O 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. no 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" 4 PLACE STEEL HEIGHT. �0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x16" ' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O / / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1t� REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / A TOP OF THE LINTEL. p,Yc9, �\ �O 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ' 8 BOND BEAM EACH COURSE 's\rl0 8x8 BOND BEAM TOP OF BEAM W/ (1) #5:091 �OYv W/(1)#5 BAR -ti. BOND BEAM F =FILLED WI GROUT I .�\O U = UNFILLED GROUT SOLID FROM PNOMINAL LINTEL TO TOP OF BOND OPENING WIDTH #OF C0 IN E BOND BEAM IF FILLED LINTEL. BEAM COURSE ��/ /� p SEE NOTE 5 ,�ac� �`\� 16-1 T/ 1 1 Y 1/ p 8x8 PRE -CAST CONCRETE p� 1p NOMINAL—�� LINTELW!(1BAR= WIDTH Q� HEIGHT #OF#5'S, TOP LENGTH - BAR=WIDTH OF MASONRY IT STHISENGINEER•SINTENT BOND BEAM COURSE OORRENING-2 I BEAM DESIGNATION THATXFXX-1T11M/OB INDICATESA DOUBLE BOLO BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER IT IS THIS ENGINEERS INTENT AND XUXX- iT/iM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 23ry6 TAPCON PRE -CAST 'a 1/M1' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD X4 SOLID BLOCKING SIZE .300 MIN EMBEDMENT 117116'OSB 1/4' 8" FROM EACH END ANDE TO SHEATHING Wl 18" O.C. MAX. MIN 1-1/4"d PER BLK. EA END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW LL SILL CONSTRUCTION 4 scALE:, v2"=r-0" ARCHWAY FRAMING DETAILS 5 SCALE: 3l4" =1'-0" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN � � ELEVATION OF BOND BEAM T SCALE: 3/� 4"=1-0" & N. RONALD REAGAN EL LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdealgngroup.eom AA #: 0003326 FF� Y � ^p� C 6 V O Nk stmDzv. ae L07 ABBOTT PARK LOT #3 BLK #11 P1tOJECT# 04181.000-03111 MODEU 4EBB "1828—CALI" CAP -ACE 81rMCi: LEFT PACE: DETAILS 160 MPH E)RC "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SU8 Ve os 1e-1r tr tr tT lT TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 818 IT arts tr 8f201r erza 1T erg tT e�9z-tT WIs 61171 1Tn 1Tn 1Tn ITnB 8/8.2T 8n8.2T _804T 8444T Bf28.2T 8W-Zr 3'8' PRECAST 1436 952 3114 4217 5321 e428 7531 3'�' PRECAST 689 1024 3'8" PRECAST 1589 3521 4394 5283 6132 7001 2a85 8113 8386 7708 9031 10000 1589 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3946 4785 WU 4'-0" PRECAST 514 763 4'-0' PRECAST 1363 3oeo 3Bt5 45M 5325 W79 1981 6113 7192 8524 7627 8751 1363 3060 3815 4570 5325 e079 V4' PRECAST 819 633 1770 2400 3033 38a6 4300 4'$' PRECAST 398 591 4' 6" PRECAST 1207 2582 3375 4043 4711 5379 1=5 5743 7547 6752 6541 7586 1207 2707 3375 4043 4711 5379 WWIPRECAST 931 1247 1999 2500 3123 36M 4249 514" PRECAST 411 411 94, PRECAST 1018 law 2374 20" 3513 4064 1319 4480 7196 7342 6780 am lore 2276 20M 3399 3961 4084 5-10' PRECAST 817 1024 1631 2090 2549 30M 3470 5'-10' PRECAST 340 339 5'-10" PRECAST 9N 1409 1971 2443 2916 3387 1181 3893 5877 e03s em 5776 929 2000 2593 3107 3620 4133 6 6' PRECAST 1139 3227 3031 3707 4383 5061 6-0' PRECAST 410 721 6-0' PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4698 7054 10000 8B25 ms IB88 2328 2790 3251 3712 R6' PRECAST 570 938 249E 2205 2B9B 3191 3886 T-6" PRECAST 303 534 T-6' PRECAST 716 900 1181 1462 1743 2025 996 � 340B 4W4 7067 6472 727 104 2025 2426 RYI 322E 9-4" PRECAST 428 833 1593 2204 2481 2918 2821 9'4' PRECAST 192 384 9 4' PRECAST 454 588 767 948 1129 1310 639 1874 2298 9081 4099 4889 572 191e 1649 1989 2184 2519 10'$" PRECAST 388 487 1247 1767 19D4 2163 2028 10'-W PRECAST 151 301 101-W PRECAST 356 48B 812 756 an 1042 5W 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 Im 11'-4' PRECAST 330 544 1312 1742 2252 28Ba 3030 11'�' PRECAST 132 417 11'a4' PRECAST 430 406 530 553 777 an 544 1912 1742 2252 2886 3552 486 1042R9:61 1849 1470 1710 17-W PRECAST 308 507 izto 1596 20/B 2588 3t91 12'-0' PRECAST 111 370 12'-0" PRECAST 507 1210 1596 2D46 2586 3171 440 240 1550 1314 1476 13'�' PRECAST 270 433 1045 1355 1732 2157 2535 13-4' PRECAST 82 298 13' 4" PRECAST 309 309 464 575 645 414 1046 1305 1732 2318 2006 396 780 1312 1071 1203 14'-0' PRECAST 254 386 978 1272 low 1986 2279 14W PRECAST 71 293 14'-0' PRECAST 279 278 443 as 809 390 978 I272 Igoe 1060 2390 378 717 1192 975 1133 14'_" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 283 14'-8' PRESTRESSED 239 422 Soo 626 746 ass 468 1079 1420 1824 2277 2712 246 083 98D 1237 1474 1715 151-V PRESTRESSED N.R. NR NR NR NR NR NR 1S 4' PRESTRESSED N.R. 252 15'4' PRESTRESSED 224 367 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1363 1672 PRESTRESSED N.R. NR NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1T4' PRESTRESSED 197 325 305 461 687 ow1T-4' am 14I3 1739 2047 192 508 720 501 I135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR lw4" PRESTRESSED N.R. 148 19'-4' PRESTRESSED 162 256 348 430 613 595 235 738 950 1200 1467 1716 tea 429 623 MG 95D 1096 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21W PRESTRESSED 142 219 308 3BI 454 527 180 BOB 833 103E 116E 146E 142 373 637 890 Ms 943 �� PRESTRESSED N.R.2'-0 NR NR NR NR NR NR 2' PRESTRESSED N.R. 118 22'0' PRESTRESSED 137 220 290 350 428 497 785 550 784 992 1203 1981 137 358 519 859 779 800 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R 91 24' 0' PRESTRESSED 11 11 11 1 1 — 418 129 450 654 824 1014 1147 319 466 58I 687 793 -ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 I N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngrouP.00m AA Y: 0003325 a Sr k+ 4 � a 40 U sUBDIV. do LOT: ABBOTT PARK LOT #3 BLK #11 PROJECT 04181.000-03111 MODEL: 4EBB "1828-CALI" GARAGE sMWO: LEFT PAGE: SAFE LOAD TABLES 160 MPH ER. C 4an r<fI'!<A DATrnmT Ol/'a : , sCALE: 1/4"=1'-0" slim= S2.�A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 W" 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4-). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER e 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4' = 1'-0" Il N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngrouP.com AA 0003325 Z Y ffi } w 7 YC S3 1 F O BXMDM Ae LOT ABBOTT PARK LOT #3 BLK #11 PROJECT# 04181.000-03111 atODEX. 4EBB "1828- CALI" GARAGE STIMO: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24- OJC, SUBMIT SHOP "ROOFNVALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE• A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (9) tOd x 1 }" NAILS TO TRUSS "ROOFIWALLIFLOOR (1) SIMPSON HETA16 HTSM20 W/1010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4)1/4" x 2 1/4" SHEATHING 16d x 1 NAILS TO TRUSS x 1 NAILS TO 6", 8" x MAY ADDED TITEN 2 ANCHORS FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB , GIRDER. PROVIDE 5 GIRDER, E R WI 10d NAILS, 2 ROWS, 3^ NAILS, O CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON (16) 10d x 3 }' NAILS TO GIRDER AND 6', 8" x 4'-0" MAY BE ADDED WITH ACCOMMODATE GIRDER PRE-ENG TRUSS (2) SIMPSON HETA18 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR TIEDOWN REQUIREMENTS. OPPOSITE FACES OF BLOCK WALL W/10 tOd TO WITH (12)16d x 3 'NAILS TO GIRDER O!C TO FACILITATE ONE TRUSS AND (4)1/4' x 21/4' ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3SD52.5 GIRDER TIEDOWN L CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) }" x 5" TITEN HD TO CMU AND (12) SOS CONT POUREDLINTEL SEE ARCHITECTURAL }" x 2 " TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ix2 SECURED W! 10d TRUSSES @ 24' O/C, ix2, 2x WOOD FASCIA (2) }" z 5"TITEN HD TO CMU AND (18) SDS }^ x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' OIC FOR REVIEW 2x SECURED W/ (3)18d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) ," x 5"TITEN HD TO CMU AND (18) SIDS }" x 3" 112 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, 1- 1430 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c °"=1 APICAL ROOF 3 GIRDER CONNECTOR(S) 2a 2b 2c SCALE:3/4=,'-0 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d @ FJ1. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING W/ 10dxl/2 HDG NAILS SEAMS) 0'-0" TO 30'-0" (1) -X' BRACE @ EACH END. TOTAL OF 10 30'-1" TO 60'-0 (3) W BRACE SECURE PT. PLATE PER E ATI (1) "X" BRACE @ CENTER TO BLK W/ l 1/2' DIA. FLOOR (2) Ir BRACE DIVIDED EQUALLY ANCHOR BOLT W/G GIRDER 6'-0" MAX (WI1X4) FROM CENTER TO END. WASHER SET IN HIGH OR 10'-0- MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX PER ELEVATION ix4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE,NG FLOOR TRUSS BTM. CHORD PO.TT. MAX W/ 12d's 8" 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE STIFFBACK (AS PER TRUSS ENG) STRENGTH CLG. BOARD PLAN FOR LOCATI ON CONT. 2x4 SECURED W/ SECURE TRUSS TO TOP PLATE wl (2) o � U YaY ill a I- MAY NOT BE REQUIRED (2)10d's @EACH TRUSS TO BE INSTALLED @ 16d TOENAILS - 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8' A.B. WITH BTM. CHORD OF MIN. 7' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) l6d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1l2" NAILS TO POST., BONG BEAM RED. WALL WJ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE OBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BO. lx4 BTM. CHORD BRACING G-0" 0/C END WALL OR OTHER ° °' MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF . . • a 10-0" O/C MAXSECURED W1(2)10d oDMRSECTIMON DEPICTED SEE PLAN BLOCK WALL W/ GABLE END 7 INTERSECTION TVP. NSATEACHCHQR BTM. 6 CHORD BRACING � SCALE: 3/4'=1'-0" PRE-ENG D TRUSS ,. r� GIRDER/WOOD POST CONNECTIONS SCALE:3/4"=1'-0" c - J SCALE: 3l4'=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. BCALE: 3/4"=V-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I14'D HOLE EDGE >518" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2l5'0 SGL. STUD 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 EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >518' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI GA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO F1 AND F2 FORCES. BTM. OLE DIAMETER PLATE < 3/5'0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 — _ AND BORING LIMITS D BCALE:34"=,'-0" 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abtlnigngroup.com AA #: 0003325 it >r F C F � 6 0 s aUDDIV. ae LOT, ABBOTT PARK LOT #3 BLK #11 PROJECT# 04181.000-03111 MoDELa 4EBB 1828- CALL" GARAGE 8111IiMG: LEFT PAGE: DETAILS %160 MPH EXP. C DAM 01/19/21 BcALJB: 1/4"=1'-0" 81 EET S3.1A IF VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-W TO 30'-0" (1) °X" BRACE 1 1j111 �1511 30'-1"TO 60'-0(3)-r BRACE PRE-ENG GABLE TRUSS (1) -r BRACE @ CENTER I 11 (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SL641AND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) I I \ I e O PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR IIILLL SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW tx2,2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES (off 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS NAILS FORREVIEW 12"0)COMMON 12" O/C SECURE4RATRUN AND APPROVAL SECURED W/ (2)12d's @ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 � W/ HIP RETURN SDALE:B/4•=,'-0• PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D G'D WOODO.C. SHEATHING SEAMS) (BLOCKING TRUSS TRUSS NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 24 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 20 SECURED W1(2)10d's Q EACH TRUSS TO BE INSTALLED @ 10'-0° O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'� d N. RONALD REAGAN 81. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA C 0003326 Z s) r d QQ1, lie 3V9DIN. Ae mg ABBOTT PARK LOT #3 BLK #11 PROJECT# 04181.000-03111 uoDEr.: 4EBB "1828-CALI" GARAGE 8111MG: LEFT PAGE: DETAILS 160 MPH EXP. C 0 _1' • ' i GIlllffil DA 01/19/21 8CAr.E: 1/4"=1'-0" SHEET S3.1B HIP _ LPL ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-16 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (4948) ZONE 3 = 67.16 PSF (77:16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE [AICNTc SIZE HEAD LENGTH DI. TENSILE STR. SHANK ASTM 10d RING SHANK, 212" 0.131 1697 SCREW SHANK 170.000 RING (16-20 RINGS RSRS-03 Sd RING SHANK, 2 3/9' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2319' 0.113 Fi667 SCREW-WULS RSRS-01 HAY I EH UK I HUb ROOF SHEATHING EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND $d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16"ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.I SEE DETAILAk . BUILDING LENGTH IV ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE GABLES-OROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS WI (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. I Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. „ TOP & BOTTOM EDGES .1 N w z ❑ O,W z o x0= O E7 z . 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING 1 C#8 2" DECK SCREWS @ 6-4r O.C. MAX '@ EDGES & 17 O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C3VC33M MADMUYAG(MEGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pppwpE B%A82 ENTRAINED CONCRETE EXPOSED TO EARfHORWEA7HER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ALL EXpPEDGES OF CONCRETE ARE TO BE CHAMFERED 3M'. 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 FIS =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402JO02-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER YEMBRAfE UNDER ALL SLAB.SONGFOUD WIEIE 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 PROVIDES. SEAMS NAPPED 6INCHEAND SEALED WITHRRIERADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN X' OF HEARTWOOD. ALL OWENSIDNS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCL j`)ONS FfM THESE PLANS: MINIMUM NAILING PER FBOR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION. FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE 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 WARE MESH" AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE WELDED WIRE MESH, SHALL BE ASTM A1064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: -DOWNS. ACI TYPICAL DETAILS. MINIMUM LAP $HALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED Y-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. T N CONTRACTOR AN SUBCONTRACTOR SWILL VERIFY ALL DIMENSIONS PRIOR DO NO SCALE DRAWINGS. THE COAT OR D B REINFORGNG STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SHALL BE ASTM GRADE 40 IN CONCRETE DEFORMED BARS, SHALL ASTM A615 A E A, A A MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SWILL BE HOT-0IPPED GALVANIZED. GREBARRADE DEFORMED AND PLACED A GRADE BO 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 TP-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT RESAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'BCSI LATEST EDITION" AND U VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD PS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PSI REVIEW, WOOD TRUSSES. 20 psf TOP CHORD+wIFmnclafent TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25' #6 BAR - 36' 10 Pat BTM CHORD -ron-m iC nl #5 BAR - 30" 97 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' X 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RESAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pef TOP CHORD 20 PST TOP CHORD IT pst w/ ASPHALT SHINGLES) (10 pef wl NO GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 101NCH 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 paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED=10) MPH SU SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (NICE (FBA EXPOSURE C, RISK CATEGORY ID LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT BIT UNINHABITABLE ATTIC WITH LIMITED LAVE LOADS: UNINHABITABLE TABLE ATTIC WITHOUT STORAGE: ATTIC DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUR ON THESE PLANS SHALL BE NOTIFIED TO THE WITH BALCONIES (EXTERIOR) STORAGE:: ATTICS AND ATTICS SERVED WITH FIXED STAIRS: WITHOUT THE APPROVAL Of THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL NTS: AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpsi, PASSENGER 40p f,HABITABLEGUDS PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW; "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH. ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE nn = 2D00 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BE BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PU ING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW 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 PSI, 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 0-1557, 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. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 250D PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTACTOR SHALL SUBMT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T-4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REOUREMENTS OF ACI 318AND ASTM Q)VC MM OR MEASURING, MIXING, TRAKSP(MONG, ETC. CONCRETE TICKETS SWILL BE TIMESTAAPEDWHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MO( UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FDA 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 OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPL ANCE WITH THE ABOVE. RED RED CONCRETE COVERAGE OVERREBAR $HALL BE AS FOLLOWS: A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANDQRWEATHER 1-17Y FOR 85 AND SMALLER 7 FOR US AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1!!' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL RESAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A38M, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASDO/A500M, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 kN. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTIDNSUETYPE SPACNG REMAPo(3 APPLIGTpN SITE TYPE SPACING IRFIAAR(S FURRwG TO 1NASIXIRYI CONE —E HMOEIEOOOX NAIL 11?LOAD. S� GAMGE COORSIICK TO MASONRYICONO. tq' DU. NO WASHER TAPCON NASIXAY FASTENER e„ ­E­.­D6r., 11/Y EDGE DIST, --DOORS l T,SEE NOTES CASENARDENEDODL 11?LONG. OIC AGGEREO WcnowmaaaFASTENED INTO UAWMYAANC. GARAGEDOM— TO NMWNRYM.ONO. N 'LAWN WASHEA EJIPN19pN BOtT O� /•ENABED.. A•ENOOBT_ EDGE DISi. wsnvW awX DOSE NAADEAEDDDE wsaovuooaw PABTENEO EE__TO CONTACT THIS ENGINEER FOR SPACING . Pr. sEE NOTEe 1IS LONG.STA RED MO MASOMYI c. MASONRY ICONO. REQUIREMENTS El(T. SWING DOOR BUIX pT,EEE_. (2)3H89U. NOWASHER TAPCpI- FASTNER 1H'� 11I3•EMIED,CEND. .11rz'EDGE 06T. NON6EARNGwOOD WALL TO LONG. SLAB 1/Y EXPANSION PEMBED.YEND WI WASHER BOLT sd dG DIST.,3E-E06T. 9i PT WwDOW&1CI( 0N3B°PAFA2ll3• POIC END.GIST,I— PTTOSTEEL COL.,SEE W/WASHER STAGGERED EDGE DBT. NOTES NOW 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW ANO 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. I MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PM: 407-774-6078 FAX: 407-7741078 wwwAbdesigngroup.com AA #: 0003325 W 4 � q aUEMIV. Ae Lotil ABBOTT PARK LOT #3 BLK #11 PitOJECT# 04181.000-03111 i[ODEL 4EBB "1828-CALI" GAP—*.GZ awtrrG: LEFT PAGE: DETAILS 160 PH W. C A. DP 01/19/21 SCALE: 1/4"=1'-0" SHEET s N1 1. AV to