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HomeMy WebLinkAbout7567 Sail Clover Ln99 99 1828-4EBB-CALI HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: 1 DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813 740-9720 FAX: 813 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -KDFMA BUDD= CODE, RESIDEETTAi„ EDITIONUM D=(�) 'AIL IACAL AND T3lA18 CODES -OCCUPANCY - RESIDENTUL, GROUP R3 -CONSTRUCTION TYPE - VB -yBI, DOOR FINISH_ c B -BASIC WIND SPEED -volt=180 MPH Vasd=1241dPH 'EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY AD AIR CONDITIONING `.C. LUMINOUS ALT. ADJUSTABLE T M R MEDICINE CABINET AMP ALTERNATE MIN MANUFACTURER AMP AMPERAGE MIN MINIMUM BD. BOARD M.1' METAL THRESHOLD CL CEMER LINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S NOT TO SCALE cLR. CLEAR O.C. ON CENTER CPT. CONCU PL PROPERTY LINE CPT. CARPET PB. PUSHBUTTON C.T. CERAMIC THE PH. PHONE D DRYER PLT PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T PRESSURE TREATED, R. R DM DIMENSRISER DIS DISPOSALL R. RADIUS DR DEEP R A.G. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL, DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.0 SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EQ. EXHAUST SHrITG. SHEATHING FXT. EXTERIOR SHWR. SHOWER F.O./FX. FIXEDGLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FLR. FLOOR STD ` SLIDING A DA `ASS FLUOR, FLUORESCENT SwS SHEARWALL FTG FR GDOOR TEMP TEMPERED CLAD GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.00, TOP OF CURB Gil. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER PIER T.O.S. TOP OFSLAB OF. GLASS T.O. TYPICAL GYP. BD. GYPSUM BOARD UN O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HDHEA°ARCO E VAPOROF FDR. W. wHR HOT. 1iox OR HT HEIGHAW. WITH09/09RI INSUTHE INT. INTERIOR WOW. WTI WWINDOW ATE W.I. WROUGHT IRON DATE DESCRDTTION M6AB CD*ISSED ARCHITECTURAL SHEET DESCRIPTION gry�Sgg ®IjFBC UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El -ELECTRICAL PLAN PG P1—PLUMBING PLAN PG M1—MECHANICAL PLAN PG Dl—DETAILS ALL WORK PG D2—DETAILS (,`O 'SHALL COMPLY PG D3—PRODUCT LOhipq �'i Y 1TI PG WAl—WALL AS tp i r� ,I�'' ��+°G ��pREu'41�1 T h PG WA2—WALL AS lbiff)�'� r�U E, PG WA3—WALL A hp L ° }� _'y" PG WA4—WALL ASSEMBLY LS,��. PG WA5-WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS -^ . �'•« 0b16/IB CD'SRE-188UED 0212VIS MOM ELEVATI" ADDED 03R6/IS CD'SRE•1881�D 04/W FOOTWGREVISIONMRM.0=6 06A2VIS CD'SR-ISSUED 02/IS119 ADDED d1RBt.EBs FOOTER AT GARAGE DETAIL (FORT) 02/Y)AS PLAN MAINTENANCE 03/28/19 REVISED LINTEL SIZE AT R00NT ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (4D7) 774-4D76 SQ.FT. CALL, S &44AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER MALL BATSON (MELBJ W4/19 REVISED HVAC Va MES ON SOFT CALL SCHEDULE (MELBI LIVMG 1.82SSA.PT. GARAGE 430 SCI. FT. ENTRY w SQ. Fr. LANAI 8v So. FT. TOTAL 2,2• FT. 06A2AS ADDED *EXTERIOR MOW DEEP FOOTER'DETAIL I7/$UA(ORL) 0640% ADDED LED LK*n • KITCHEN 4 BATH PER MARL BOMBS 0VF!/IS ADDED STOPS OPTION ELEVATION C 1 D (TAMPA) oanun ELEVATIOPI'G' SIDING -ADDED LOUVER a GABLE ROOF 1eralm ADDED OPT.81-V CEILING ME04TO O REPLACE UW CONNECTORS UXTH SIMPWN CONNECTORS o4rov�0 REVISE ErxAVENr RADON PLAN DIMENSIONS 04AVU20 OPT, S'•0' CLG. HOT.- ADDED LED LIGHT IN FOYER 04/0SZ0 OPT. CLG. NOT. ELEVATION'C'• REVISED HEIGHT OF ARCHWAY 0SlOb/20 ADDED ELEVATIONS •L•, r7' (oRL) STRUCTURAL SHEET DESCRIPTION ~0 ADDED ELEVATIONS T'IG'•T'B•I•-TiB' (ORL) PG Sl—FOUNDATION PLANDRAWING PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG 92—LIFT BEAM R J � NOTES T E PG S2.lA—DETAILS 0ATE 'AUG M U � � `� _ZO PG S3—FRAMING pf '�Y i��l� r/�` 22 PG 53.1A—DETAILS (V�'q(���N �L p PG S3.1B—DETAILS ER PG SNi—DETAILS PG SDI —SOFFIT DETAILS / CONTRACT DOCUMENT REVIEW BY BUILDER BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION A9 ( DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND O NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI•a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCITON BASED ON THE DRAWING SET. I 2°°FecuPDATE ADDED SOFFIT DETAILS 04R6/21 ADDED ELEVATIONS NWOOD' b' (ORL) 04/t1/21 ADDED STONE OPTION ELEVATION Vs' IMELBOUFd4) 05/901 ADDED ELEVATIONS'P' A 'O' (Oft) OMMI ADDED DEN OPT. (TAMPA 4 FT MYERS) 0&WI21 ADDED 20' FOOTER OPTION (TAMPA) Ii N. RONALD REAGAN 8l LONGWO0D,FL32750 PH: 407-774,6078 FAX: 407-77"078 www.abdesigngroup.com AA #: 0003325 ti IL 3 SLJHDIV. S. LOT. ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT# 04181.04C-05121 MODEL4EBB "1828-CALI" ARAGE 9VFING: LEFT PAGE: COVER SHEET %160 MPH 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM DI557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MiM) 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 R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FO LLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROOFMALUFLOOR FA R SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P29D3. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-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-CI D63.19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFR'S 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE; 09/08/21 (CM) 11 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA A: 0003325 2 rc G t S 0 a aa1�s� k N W 0 x 9tiJHDIV. de LOT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT* 04181.04C-05121 MODEL 4EBB "1828-CALI" GARAGE SWNING: LEFT PAGE. - GENERAL NOTES 160 MPH EXP. C nw� 10/26/21 SCALE: 1/4"=1'-O" a*== GN m *. 39'-8' ailE 1E1011111fEE0E1!o '�oIEE��IIo i m oli o • o i • I i • i i q i = i i lap. II i i �� Yr7no�■ •� ♦ �_ i ■ •i i15OLLAFMAS i - i _ i - - _ i i ■ i i cGMAGE il p • ^I J' i p i O 7 � oJl! Flip -11L Elm iv4r cm a 0 ECAWSS On o!Illl�llfo oii�lllo— ;ollllefoIll�llllo a FLOOR PLAN SCALE: 114' " I'-0' C DBL. TOP PLATE 9 in (A�A� BAR DETAIL CALE:1/s'"1'-C' SQ.FT. CAM'S LIVRY■ 1028 SQ. FT. GARAGE 430 8Q. FT. ENTRY 16 SQ. FT, LANAI S8 SQ. FT. TOTAL 2-62 Sa FT. callalE►rt wD a�aala wlo lane eAa1c wID al'osaE Fan a seoaD Duals all BMW ZIAE 1D11111IiODMD ABINIe AND ME FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN, CRITERIA SaD. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 28Z/-319 12'xl2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH - 160 (VuIE) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONM DATE OWS DIM. VARIES HDR. DTL. B SCALE:I/2. I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 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 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. d N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-5078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 4t rtz It: c a is i Ij - lio- IIA M W 0 O sul3mY. as LOT ABBOTT PARK LOT #5 BLK #12 PHASE #4C PmJECT* 04181.04C-05121 MODEL' 4EBB "1828—CALF" GARAOE fil LEFT PAGE: FLOOR PLAN 160 MPH EXP. C DPLINT A 10/26/21 sCAL.E: 1/4"=1'-O" fil Al ./-18'-4' BLDG. , FYPON 0V12X24 OR EQUIVALENT 12 6 LAP SIDING AS SPECIFIED (TYR) 4' FREIZE BAND (TYP.) 6' TRIM BOARD (TYP-) A A2C 8'-0' BRG. HGT. OPT. COACH - LIGHT ; 0' W-O' BRG. HGT.s, SHINGLE ROOF DEC4I&IX60* FYPON DECORATIVE SHUTTERS OR IF'E]EQUIVALENT LO 0 W D I 4B TTP. m 4' RAISED BAND (TYP.) oO'-O*FIN. FLR. 01-01FIN. FRONT ELEVATION-C SCALE: 1/4 • F-W TEXTURED FINISH NOTE: WALL FENESTRATION FLASHHJG AS PER FBCR R103A I�6 OFF RIDGE T 4RFA OF ATTIC - 2364 SQ. FT.', NET FREEVENTILATION AREAREQUIRED - 1/am REQUIRED VENTILATION AREA 2364 /3M • 7.63 VENTILATION AREA X SQ. INCHES PER FT. Q") - 1134.72 SQ. IN. MIN. REQUIRED VENTILATION .5X 1134.72 IN UPPER PORTION OF ATTIC 567.36 SQ, IN. OFF RIDGE VENTILATIONAREA 125 SQ. IN. PERVENT 567.36 /115. TOTALIDF VENTS REQUIRED 4.93357 T OTAL*OF VENT S PROVIDED 5 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG MTERIO R OF WALLTO EXTERIOR OF WALL, NO OV ERMANGS INCLUDED? F -1 F0 0 NINE NO :Sol j'JA" OFF RIDGE T OFF RIDGE T v v REAR ELEVATION-C ALE: 1/4 . P-0' TEXTURED FINISH D'-0' BRG. HGT. _ _ _ - _ _ - 8'-0' BRG. HGT. F-1 in FIN. FLR.s --------------------------- ------------------- —... - 00 0 LEFT ELEVATION-C SCALE: 1/4 . I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT r-ra 0'-0' FIN. FLR, RIGHT ELEVATION-C SCALE: 1/4 . 1'-0' TEXTURED FINISH 0' -0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-W78 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 h 14 13 o SUSDM & LOT ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT# 04181.04C-05121 MODEL, 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: ELEVATION T'C" 160 MPH EXP. C =NO723 DRlm 10/26/21 SCALE: 1/4"=1'-0" S*mZT A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 12- OUTLET 20 AMP OPOLE PC" WSV OUTLET IIOV OUTLET ' O OUTLET SHED To aOTCM �ON INOV OUTLET SGUIFW UK.RC FALL SITEIIMRR [TAPER RESISTANT TYPE) 220V OUTLET (4) URS CONOCTION f1- III° -ice CiF EXT. IWTERTOOF CUTLET eiROI/O FAULT MEMUPIIR SunrcM SWITCH S-WAY OPER 64 SUIITOM 4-ULAY OPER UU•LL PURMIED LUSNT CEILING LIGHT © LED CLG LIGHT APOR ©VP DROOP U24T O Vp VAPOR PROOF LaMT ORECESSED CAN eVENT. PAN I CFM PER Sa IT. UNLIGMrT' P.AN I CRT PER SG. PT. V FUNIIIC [SPECY TWO ET T URAP [TelARCIU110 r L ) AIRMAI2-81A.1 2-11IuLISORAP aRaw twl T' 2' FLUORESCENT 4' FLUORESCENT p p W--�--�-� OO A W TRACK LISNT PANEL PETER OSA. Wan DETECTOR LJ WALL FICUM D SMOKE DETECTOR MATLIEAac-u► W-wH ® DiILGTgR ✓ S/CA CO•EO SMALL ME SMALL A DISTANCE DUST 4- Q NOT LESS TERN 4' L Floor! WALL PI NEAR LOW T}� NATURAL SAS CUILST ► TEL.VWM JACK DIS pKCT rollpE,r,i[1G ei R,Q Eg- "1e°eDwOONDNEOT1ONRa TO ES an AMU CN 1-2 TELEVISION JACK CaLia Box TO M SUPPORTED N O J•LOR 4CCOIO44CE UV OOX MARLED AS EIw FOR INWECTION GLIB FANLaMr i0 ISe auFroWWW N ACCOIRDAS 1 B M MCTI M SUCH FOR S M RAG 24• UCM6SSCO T Lnw STRIP Lahr STRIP nnno N' ►CANDESCIM LOWT STRIP ROOD LINT OUR. SECUITY IaYPAo • FA FYaN-BUTTON FOR CRIES USE FORT • LOCATION OF TV JACKS N PHONE OUTLETS I FANS TO BE vow'ED S MOEOWER PRE -CONSTRUCTION MEETING • ALL E 4 20 ALP ERAIMM CIRCUITS TO LE ARC FAULT F OTECTED PER ELECTRICAL PROVISIONS OF mm TTHI EDITION (2020) I NEC 7107J 20M [DITIbi • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OFI S ISLAND (NOT ON KITCHEN CIRCUIT) • 0I6LWASNER DISCONNECT TO BE LOCKOUT N PA 9L • EATMROOM 0044LIST PAN TO NAVE MN CAPAOTT OF So OAMR INTERMIIrTE NT PER ELECTRICAL PROVISIONS OF SECTION MI00T9 RSCR TT4 ®ITCH (2SO01 • LAUNOW ROOT AND DISMLL4LNlR RECEPTACLE SMALL a GRROUD FAU.T CIRCUIT-NTE"PlAm R PROTECTION FOR PRRSOMEL ON IREDIBM • WIRING METHOD SMALL BE MON MTALLIC CABLE PER ELECTRICAL FRDVINONS OF FLOE Tik{ ED c2max • ALL WORD TO COPLY WITM EL[CTIICAI FROVIEOINe OF TIE T:lLJR TrM ED [2020) et L • aYJMSELECTED BY eL.OER AND 16a. OLGEE �ERGY RlICIEM TYPE PER FEG CERST GdNEERVATiON [RESIDlNTILL ENERGY Ei1CiENOY) 2AI2m. TU SIDITTON R4ALl METER FIELD VERIFY LOC. OPT. ---------------- _-.� COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • F-V CEILING MTD. LIGHT TO 5E INSTALLED, F'ImvIDE J-5OX FOR OPT. FAN LED LIGHTING C DOUBLE LAV. 5ATW h 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COIMS•LY W 'M ELECTRICAL PROVISIONS OF THE FLCR ITS EDITION A 120) LOCAL CODES, AND ALL LOCAL POUER COMPANT REQUIUI PIENT6. L. ALL CONDUCTORS SMALL LE TYPE TNNNRNIW ULCSS NOTED OTHERUUISE. FRONDS ISO AMP. W/240 VOLT. I PHASE WO MDARK ELECTRICAL SERVICE. PROVIDE 19 COPPER (CU) N 1-U2" DIA 60MEDULE SO FVC CONDUIT OR PROVIDE S 940 ALUMKM (AL) N 2" CIA SCHEDULE SO FVC CONDUIT UNLESS SERVICE 16 PROVIDED LY THE ELECTRIC OC WANT. OOOROILATE W TM THE ELECTRIC COMPANY PRIOR TO CID. / I L I I ( LED LIGHTING C� SINGLE LAV. 5ATH 02 FRONDE YJM OU, TIMM . IW CU INODWT 2. OOR S wo AL, THM . K CU IN2' C NDUUT OR 2A0 AL. SEA [CONDUIT TO TERMINATE ABOVE SOFFIT S OVE04ANW COFENATION SERVICE DISCONNECT SWITCH AND ELECTRIC PETER N TEMA M ENCLOSURE TCLEPIIOE GENIES CABLE TELENSaN SNTRAMCC I SERVICE ERRACE EfiIPFENT fOJIFMCNT INTERSYSTEM BONONG TLWINAL AT LOW VOLTAGE CONECTIONS 1 v CU SERVICE GROUND CON OCTED TO CONC L"E ENCASED FOOTEIR STEEL PER ELECTRICAL M"GIONS OF TIME FLCR TTM EDITION MAl20). SAS' DIA X S PT LONG COPPER CLAD GROUND ROD 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325 V ICE 6 BLTHDIV de LOT. ABBOTT PARK LOT #5 BLK #12 PHASE 4C PROJECT# 04181.04C-05121 MODEL: 4EBB "1828-CALL" GARAGE 3'WMG: LEFT PAGE: ELECTRICAL PLAN N.160 MPH EXP. C DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET E1 ■ PLUMBING PLAN SCALE: 1/4 " V-V 2y2' VTR � I � 2•I � 12 ri 112 I iur, 1 2, L V 1 3 I I 3 I� I I 2 SWUM 1/2' KITCHEN SINK W/ 2' AUTO VENT Tina PLUMBING RISER DIAGRAM TUB TO d N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 401-7744078 www.abdosigngroup.com AA A: 0003325 g �a q ?q MCI_ F � C BVHDM fie LoT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C Pltod=CT# 04181.04C-05121 MODEU 4EBB "1828—CALI" GARAGE 3WING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C m Rouser A Aeons u►M L- AR NO W723 DATE: 10/26/2, 8CA2.=: 1/4"=1'-0" slm= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 614ALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHININEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 814ALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR 000 O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 L1014T O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO NAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAPCONS UNIT N WO ROLL STRAP OR EQUAL OR E CEILING O O EXTERIOR WALL PLENUM 1 y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 06XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL ORA" TOP CAULK P.VJC OPTI/SPEC v4FL00R SLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP. N FNI MECHANICAL PLAN SCALE: 1/4 • 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abde2191 group.eom AA S: 0003325 J 6 a ounDIV. & LOT: ABBOTT PARK LOT #5 BLK #12 PHASE 4C PROJECT# 04181.04C-05121 MODEL• 4EBB "1828-CALI" GARAGE 8WnCG: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C 're� 1� 2X4 TOP PLATE PLsw Y PRE-FAB TRUSS 1/2, CLG. BOARP—/"" 1/2' DRYWALL SECURE BT. — PLATE TO SLAB W/ Vol MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS G24' OL. SLAB ITIONS SUPPORTING HUNG PLUMBING ;MS AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.G. OR, NOT THAN 2xb, WHEN ED NOT MORE 24' O.C. TYP. INT. WALL(NON—BRIG.) p SCALE. 3/4' • I'-C' AS PER POOR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-0' TYP. O.H. 5/6 GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD `35/8. OR5 1/2' DRYWALL 3/6' TOP CHANNEL l25 GAJ 1/2' DRYWALL 3 5/8' OR 5 3/6' METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5ro' OR 5 CABINETS AND TUB/8HOEER 25 3/8' BOTTOM GA. METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS G.4) SECURED TO BE SPACED 16' O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP A TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD WOOD BASEBOARD— SCREW ENERGY CODE FORMS - —R-4.1 INSULATION Z_/� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS G 24. O.C. a, Cm 1/2, GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLRh ti /1 W/ WINDOW OPENING n —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. D1 BCALE, 3/4'"I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE -I-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 16095.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'"I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. "GYI Lm 2B_ GAS LINE THRU BLOCK HIC,IL6 N•.r♦ FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9' 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THIC004ESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,I 8' CMU W T HIM 2 COAT - lYMILAlO CWInor PI..A,STER AITLIED DIIIRCTLY TO weSCIRW GALV. SDxL— REo. VERTICAL TRAM BY Mar. PASTEtm TO TRACK MRAC ETS Iw PRO= APPROVAL REO. MOM READ r CMI m STIRICUPAL NOR Ien+Olr-erlmtr 2.6 F.T. 110 ATTACHED TO FILL CELL AS I'ER neODucr APPIq•AL IIEW SEALANT. RAGTrER ROD WATNCII STIW HOLLD►IO ALL AICUC (BY DOOR MAMPJ BY otNERS s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' i-2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER -/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES kPER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS a 24' O.C. 1/2'GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS f _0-0' FIN. FLR a ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION 61 NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE it OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. /i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-77 W'S FAX: 407-774.4078 www.abdesigng_up.com AA #: 0003326 w m�m a t £ ONE a $ o a=V & LOT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT 04181.0411-05121 MODELA 4EBB "1828—CAU" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MPH EXP. C DAA= 10/26/21 DCAL.E: 1 /4"= l'-0" SHEET D1 Taw, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) V2' X S• J-DOLT W/ 4• MIN, EMBEDMENT W/ 2' X 2' X VW WASHER 4 NUT OR !!/ (a1 uZ' X S' ANCHOR BOLTS Lw WAGWR 4 NUT m IE SECURE 2X4 TO BLK all 19 m 114' TAPC4" I V2' EMBED. S' O.C. 4' END DIST. I V2• EDGE DIST. W BIDES, m 50 GARAWI DOOR DUCK SECURED W/ (D) VJ' X O' J-BOLT OR ANCHOR BOLTS. W/ 4• MIL EMBEDMENT, W/ 2' X 2' X LW WASHER 4 HUT. (U WITHIN S' OF TOP; (V WITHIN S' OF THE sTM. 9 (3) EV@ILY SPACED. 6 NOTED, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE fl r INATIKInTIas 4 Ras! STRIMGFNT GARAGE DOOR ri1BUCK ATTACHMENT 4CAL6 w•.r-e` 2X4, _ SECURE TO BLOCK W/ 3/16' TAPCANS (MIL SHANK SIZE .145 MIR HEAD SIZE 300 MIN. EMBEO E14T 1 1/41) WITHIN S' OF EACHEND 4 IV OG MAX SPACING. 2X4, _ SECURE TO BLOCK W/3/16' TAPCDNS (MIN. SHANK SIZE J4D MIR HEAD SIZE 300 MIN. EMBEDMENT 1 V4•) WITHIN S' OF EACH END 4 B' OL. MAX SPACING. 2X4, _ SECURE TO BLOCK IW 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 UT14N S' OP EACH END 4 W Or— MAX SPACING. 2X6, ® 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3AW TAPCONS Wl(2) 3AW TAPOONO W/(2) 1/4' TAPO" (MIN. (MIK OHAW SIZE J45 (MIN. SHANK SIZE J45 SHANK SIZE J45 MN. MN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 3CO MIN. O• CMU MSL EMBEDMENT 1 1/4') MN. EMBEDMENT I V4')-Lr ENIBEOMENT 1 1,14') WITHIN S' OF EACH END S' cm WITHS' Ocm WITHI IN ° EACH END S' cm S' OF EACH END �' DRYWALL 4 IS' O.C. MAX SPACING. 4 I6' O.C. MAX SPACING. 4 B' Oa MAX SPACING. 8' CNN SE P.T. T D/4•X4' MIL IR' DRYWALL V2' DRYWALL �, DRYWALL SECURE THRU INTO 1 D I'X4' 2X8160C RE ❑ SEC RE a 7XS, ® ❑ EXTEND I-V4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' BLOCK W/ 3/16' WK2) 3/I6' TAPCCNS P.T. NAILER WK2) 3/16' TAPCCNS P.T. NAILER WK2) 1/4' TAPCONS P.T. NAILER TAPCOW DOOR CASING (MIN. SHANK SIZE J4S 1M' Oba X 4' MIN. (MIN. SHANK SIZE J45 DOOR CASING MIN. SHANK SIZE J4S (MIN. DRAW SIZE .145 MIN. HEAD SIZE 3O0 MIN. HEAD SIZE JIM MN. HEAD SIZE 300 T/IW.' 09D. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') DOOR CASING MIN. EMBEDMENT 11/4') MIN. EMBEDMENT I V4') MIN. EMBEDMENT 1-114' WITHIN W O° EAC 4 END WITHIN S' of EACH END WITHIN S' OF EACH END DOOR CASING WITHIN S• OF EACH END DOOR JAMB OR WINDOW 4 IS' OL. MAX 4 18' OZ. MAX 4 IS' Of. MAX 4 b' OL. MAX OPACING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER SPA DOOR JAMB OR WINDOW SPACING. SPACMCa MAWFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MAVIFACTREO DETAILS. MAIJFA.CTJIEB DETAILS. MANUFACTURES DETAILS. NOTE, 8FIIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" �DDOW TO BLOCK +3/4" OR +5/4" 2X4, = SECURE TO BLOCK UP 3/li• TAPCONS MIN SHANK SIZE JO MIN. (HEAD SIZE 3" MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IS' Oa MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONS MN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4•) S, CMU WITHIN S' OF EACH END 4 IS' OHO. MAX SPACING. V!' DRYWALL 2XS, 1=1 ❑ I'X4• SECURE TO BLOCK P.T. NAILER W (2) 3/W TAPO" DOOR C.ASI S (MIN. SWANK SIZE AS MIL HEAD SIZE AM MIL EMBEDMENT 1114) WITHIN S' OF EACH END 4 wA O.C. MAX E"'4'C'' DOORJAMB OR WINDOW OR ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" ��'A TO BLOCK +1 1/2" NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 15/18" @lI1 V TO BLOCK +1 IS/18" 2X4, = SECURE TO BLOCK IW 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST DE ON OUTSIDE 4 SEGUED 2X6® SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 3/16' TAPCON MN. 1-1/4' (MIL SHANK SIZE AS EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END S' CN'AU 4 16' OL. MAX SPACING. VJ' DRYWALL 7XF SECURE TO BLOCK ❑ I•X4' WK2) 3A6• TAPCONS P.T. NAILER MIN. SHMK SIZE J4S DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1149 WITHIN S' OF EACH END 4 IS, O.C. MAX «"''SW- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +2 1/4" `�D�OIf TO BLOCK +2 1/4" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3" E 2X4, = 66CLM TO 15LOCK W/ 3/16' TAPO" (MIN. SHANK SIZE .140 MIN. HEAD SIZE 300 MIL EMBEDMENT 1 V41) WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING- NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TFRWOJGH NON-STRUCTURAL WN2) SAW TAPC," 346' TAPCON MIN. 1-114' MIR SHANK SIZE J46 EMBEDMENT INTO BLOCK MIN. HEAD ORE 300 MIN. EMBEDMENT 1 1/4') S, f.M'Xl WITHIN 8' OF EACH END 4 IO' OG, MAX SPACING. 14' DRYWALL 2XS, ® 1'X4• SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCON6 ow" SIZE .140 DOOR CASINGMIN. MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 114') WITHIN S• M EACH END 4 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2ND aX BECRE TO STRUCTURAL MEMBER WH2JI2d WITHIN S' OF EACH END 4 6' TO S' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" /alElNnnw Tn aTncrc ..9" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114.) DOOR JAMB TO BLOCK +3 7/18" `J�T�)Ol► TO BLOCK +9 7/18" 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J4S MIN. HEAD SIZE 390 MIR EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IV Mr. MAX SPACING. NOTE, STRUCTURAL 2X MAT DE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK TFRFOUGH NON-BTRICTURAL WK2) 1/4' TAPCONS (MIN. 3AW TAPCON MIN. 1414' 814ANK SIZE 345 MN. EMIDEDMENT INTO BLOCK HEAD SIZE 3" MIN. EMBEDMENT 1 1/49 6, cm WITHIN S• OF EACH END 4 B' O):. MAX SPACING V2' DRYWALL 2XS, ® VX4' SECURE TO BLOCK P.T. NAILER WK2) I/4' TAPCONS P P.T. X 4• MIL (MN. SHAW SIZE .146 MIN. MEAD SIZE .300 MIN. EMBEDMENT 1 1/49 DOOR CASING WITHIN S' OF EACH END 4 16. O.C. MAX SPACING. DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" 0 TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA 8: 0003325 b D i t stmDrv. Ae LOT: ABBOTT PARK LOT #5 BLK #12 PHASE 4C PROJECT# 04181.04C-05121 MODEU 4EBB "1828-CALI" QARAOE Bt/ING: LEFT PACE: DETAILS 160 MPH EXP. C pp-mT DATE, 10/26/21 8CALE: 1/4"=1'-0" sl-M T D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12131/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10532.16 SIMPSON STRUCT. COMB WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/Z/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY SLOG. PRODUCT CO. EXT.DOORS SECTIONAL 2020 FBCR 12/31/2036 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395S.4 THERMA-TRU EXT. DOORS B'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.4 THERMA•TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA•TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 1Z/31/2021 10759.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 F5CR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 258.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 .1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 H c SVHDIV. de LOT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT 04181.041-05121 MODEL: 4EBB "1828-CALI" GARAGE I9TIMO: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C AA NO DATE, 10/26/21 SCALE: 1/4"=l'-O" opm= D3 PREFOIN'RO CONTROL JOINT_ FLANGE OF CONTROL JOINTS Td EE WIRED TIED TO LATH A S' =MAX (VERT.A NaM, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLED W/ O TEMP SECURE CONTROL OL�JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED . T' OC. MAX VERTICALLY� I il, Tmm 3 COAT CEMENT PLASTOR /— WRD LAYER 4, FORTFIEER / BUU.DING PAPER APPROVED FETAL LATH FASTENED ET' (VERTU Or- MAX AT SUPPORTS UM LAYER 9, STUCCO WRAP WOOD 814EATNMG G.IiTII�� FAFMR E LATH SHALL EE CONTINUDIUS THROUGH JOINTS BUT OE STOPPED A _ TIED AT EACH RIDE. PROVIDE 2X4 BLOOICIIG mim PER ASTI'I GN269 PLACED FLAT MAX 6' TO 5' FROM CONTROL JOINT WHEN CONTROL JOINT PALLS ON I. FASTNOTEENERS FOR LATH To BE NAILS ORS i 6TRUCTURAL STUD STAPLES IN COMPLIANCE UV ASTM CW63 2. WRE TIES TO DE (NO. 0) OA410' WINE 3. BLOCKING SHOIW MAY EE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN lIN N N i &izl0 • 151 O4 NOLO NSAIO • PT. A O L PCLp NLgrY� • R. A ®� A clrlAx • fr. a Poto a a6 A- O I--. --• ® 11'0.D NaaAlo • R. R. A 2. .DASD • Pr. w 2.O�AAE . Pc 6 L clsAee • Pr. c T. cwAaa • n. e A. FOLD R. CO04 R. I".S TILL A TOCLlR ® SOTT01 PLAfwe e M ® 0 ' • TT SOTTOM "�°t1°R .INTER T_ DEAL. FCW. CQ bm a)r. r THICK 3 GOAT CEMENT PLASTER ORAMNA N' 2 COAT ER (PIRA'E OLY) (REAM OILY) ATOP I A6v, ■ de av C-W PLAwNn (Gee tl0IDL NQ AT MOTTOM O weNT 'A OOww Q — aHLL NTaR1SCTlC1w APPROVED BUILDING WRAP 64ALL BE LAPPED A MINIMUM OF 6' P VERTICAL LAP& (ROLL ENDS) a 6' • HORIZONTAL LAP6. ALL GRAMS NEED TO Be TAPED LATH VERTICAL LAP TO GE P UAT14 FORTIBER SHEATHING TAPE � / \ I• MpL LAP • ISTAL LATH / \ �c X x X X _X X . a— METAL LATH UM LAYER 9, C3 COAT CEMENT STUCCO URAP I • Il METAL LATH -2, WRD LAYER -2, PORTFIBCR \ BUILDING PAPER I WPM LAYER PORTFISER BUILDING PAPER \ / I STUCCO WRAP WOOD SHEATHING n nw wTw OYHR ALL LAP 2 SCALE, l l/2'al'-0' VERTICAL & PAPER DETAIL LATH NOTE, WooD SHEAn SIDE LAPS OF METAL PLASTER OASES SHALL BE SECURED TO 15UILDII FRAMING MEMBERS. PAPEIN THEY SHALL BE TIED BEnUEEN SUPPORTS WITH 0A415-IL (111-MIN) STUCC( WRE AT INTERVALS NOT MORE THAN S' (22E-MM). AS PER ASTM CI063. QKIC KO UT F� PAIR OF TEARSDETAIL IN URD LAYERS, TEARS MAY BE PATCHED WAIOUBE TRAP TAPE PER MANUIP. SPEC, OR PEEL a 6fIGC RNT am (ee+D oR WOOD SHEATHING OR CMU 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)WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT i— ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'R4' KELP -ADHERING MEMBRANE 6 PLASHING (COMPATIBLE W HOUSE 4 WRAP MATERIAL) OVER OVED HOUSEFLA614M TKO EXTEND ONTO IPPE x �� I. OR LOSS ION PENETRATION WRAP MATERIAL) OVER 4'R4' SELF -ADHERING MEYIDRME PLASHING OVER APPROVED HOUSE WRAP. FLASNa4G TO EXTEND ONTO PNPE CUT AND OVERLAP ONE SIDE opt SELP-ADHERING MEMBRANE SING CUT AND ovERLAP ONE SIDE CP STEP "1 STEP 02 FLASHING R M NMISRANS am LAYER 9, STUCCO WRAP UIRB LAYER 2. POWFIEER BUILDING PAPER METAL LATH 6'.6' SELF-ADHERIG M 91DRANEE K A614M OVER 4'R4' 6ELF-ADHERIN33 MEMBRANE PLASHING OVER APPROVED INSTALL FASTENERS (CLIPS, FIQ1� �A'IR• STRAPS, STAPLES) AS PLASHING TO EXTEND ONTO MP[ REQUIRED TO SECURE —7 4NW SELF-ADHERIG MEMBRANE PIPE/ WRE TO PRATING FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE T'7�_ ' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSE~ AIR M9ORATION BARRIER OVER SHEATHING ELAWOMERIG COATNG OVER STUCCO/ G.V. PNISH (SEE TYP WALL SECTION) SECTION Ear ar` E# Hor uepmlmnt p'"A" pwthe.hall —ply requirements of ASTM C 828-181. In.tellaiion of.x ftl lathing and homing .hell comply with ASTM C 106 A W, ar ASTM 1787. 3A PIPE PENETRATION DETAIL (FRAI IE) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING 5ELF-ADHE5IVE FLASHING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R'103.7.1 / A5TM C-847-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 M Q 8LTSDIV. ae LOT ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT# 04181.04C-05121 MODEL: 4EBB "1828-CALM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE 10/26/21 SCALE: 1/4"=1'-0" 8HEET WA1 BACKER ROD BACKER ROD WRB LAYER 1, an lrrn iLWAP -INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM, 2. SIDES, 3. TOP -VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO 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, A' CAULKING • JOINT ALL AROUND PER SECTION R703. Extorlor lathing and plastering Exterior use of pordand 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. `WOODED VENT THICK, 3 COAT CEMENT (.! PLASTER METAL LATH WIRE, LAYER -2, FORTIF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME.) LEGEND DRAINAGE PLANE (LURE LAYER *I, STUCCO LURAP) LURE LAYER *2 (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-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROJGH / WALL l 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION A VENT PENETRATION I I STUCCO WRAP wRB LAYER h, ti SCALE: N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT UJ/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER ELEC. METER FIELD VERIFY LOCATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS Box APPLY TO FACE EDGE i F1 94=10i � WOOD SHEATHING WRB LAYER -4, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH VS' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • T' OL. MAX 7i' TO 1f' C11fL� UPEP ei-es:a_ W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) B• WRB LAYER el, — STUCCO WRAP GUT 'X' INTO SELF -ADHERING t MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING =lid OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 STEP #2 WIRESTU LAYER 01, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER VED HOUSEWRAP P MEMBRANE FLASHING I �- WRB LAYER e2, FORTIFIBER BUILDING PAPER STEP *3 STEP #,4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH APPLY E-Z BEAD — o • o • o (SEE TYPICAL WALL SECTION) OVER bm MIN °• GRADED' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP *5 STEP #& (�) ELECTRICAL RECEPTACLE 11 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 f04 W C grl rAB HDIV BOTT PARK LOT #5 BLK #12 PHASE 4C JECT/r 04181.04C-05121 MODEL 4EBB "1828-CALI" GARAGE 91WiNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/l(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - COMER BEAD (FASTENER 4 SPACING * 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C) BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003325 J - ip ggggg o rsulmm ae LAT ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT# 04181.04C-05121 MODEts 4EBB "1828-CALL" GARAGE BWn4G: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE 10/26/21 SCALM 1/4"=1'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - • - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - WOOD CONSTRUCTION BEYOND WOOD *HEATH MG TTN� �SISTIVE MARRIDAI THER RESISTIVE / \ Aww t Sow., i I \ PLABHM6 uue QQ FLASHMG �� < •� WEATHER G4RRER RESISTIVE STARTER STRIP' / \\ \\ S APMER �IeTIVE \ GALVO METAL d,ALV'D FETAL I Z' PLAS14MG FLASHMG OR IW fTRIM 1�'E:MWR QASNQ Nkl / \ I X S' SIMULATED TRW'I MEMOER UC.ULKR APPRP'ROVE � O \` SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD CONSTRUCTION OEYOND WOOD SHEATHMG WEATHER RESISTIVE W41MIER 9 MATHBARRIERESISTIVE B�((,, , , \ 11136 1lErVELA�01lDMG �' / \ W SELP-ADHERING BOARD U MATTEN I rLASFIING Fl-AMl G R < \ j " BIER I^E9ISTIVE / \\ \\ WEATHER RESISTIVE MAIMSTARTER STRIP \ GALVT7 METAL 7' FLA SHMG METAL 'Z' FLASFIMG LA opt HARDIE TRIM PER ELEVATION O / HARDIE TRIM PER ELEVATION GAP W/CAULKMG OR APPRDVSD SEALANT \ ` SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.00m AA M: 0003325 q sVsDm ae IAT ABBOTT PARK LOT #5 BLK #12 PHASE 4C PROJECT# 04181.04C-05121 HODEIa 4EBB "1828-CALM" GARAGE OWING; LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C sVsDm ae IAT ABBOTT PARK LOT #5 BLK #12 PHASE 4C PROJECT# 04181.04C-05121 HODEIa 4EBB "1828-CALM" GARAGE OWING; LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AVAILAWASSIRS ME LD BE TAKEN IN KEEPING THE VENT PROPERLY 4', S' AND - ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SWAN IN 4' GALVANIZED USING 1.1/4' N41LS AT EACH CORNER. ROOFING CEMENT SHOULD BE PPPUED TO ALL SHINGLE EDGES NEAR THE OUTEREDDE AS CVf� INTTIE ROOF RINSE E ETHEENDREPERIMETER RECOATIENDEDIN SEVERE NEATffRCON3T11L G. IZETE OPENI GINADDOR THE EVNTA ACCOIMVE VENT SHOWN. IN THE EVENTAMECHANICAL VENT FAN IS CHART SHCWN.I THE CONSTRUCTION ZONES. WED USED, SIZE TINE VENT NG IN ACCORDANCE NATIN VENT FAN MANUFACTURE'S%%W CONNECTION INSTRUCTIONS. DO WT CUT INTO TRUSSES OR RAPIERS NMEN CUTTING THE OPENING IN THE ROOF. INTERFERIW SHINGLE NPIlS MO1FIDT1IE PERIMETER OF THE OPENW SO TIUT THE NAILPN) FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATNI— SUDS THE TOP AND SIDE "WES OF THE VENT UP AND UNDER SNNGLES.ALLOTTOM VEIN FLANGES TO LAY ON THE TOP OF THE E SHINMSHINGLES. IF -II^ ROOF HOOD VENT DETAIL EI CUT AT. APPROVED FIOUSEY11114- OVER SPEATHMS OVER UD STUD WALL INSTALL. S' SELP.ADIEIRING KA04NM OVER NAILING PLANSE AT JAMES TEIPCOARLY — POLD-UP . SECURE HOUSE~ (OR TUC[ RAP INDER) At HEAD IN AT F0.DJAMBS. SLOPE SILL RO. TO EXTEROR STEP 1 '" STEP 2 EXTEND PLASNN* MIN R BELOW SILL \J/\ EXEL.E RASNMG DO NOT SEAL 00"CH PIN STEP 6 INSTALL S' SELP•ADHERNIS R-ASHING OVER VNYL IEAD RASHMS (IUTH END DAMS) NAILING RANGE BEYOND JAMS RASHNG INSTALL VINYL CAP w wm FASTNERBAATNNSDIFDENTEREASPYW.TSATURATEDFELT SHINGLE COURSES WOOVERUPPER PORTION OF FLANGE%PE UNDERLAYMETENDEWSNNGtE ENDOFSHIIWLEIN NEOPRENE SORT NEOPRENE SOOT 4=�Y=HIMLT ASPHAAT "TIE I2'BEYOND CENTERLINE ROOFIVALLEY CEMEN 1"CLIPPED OFF CORNER ATM DEGREES PIPE AND OVER FLAWE ALIEN FLASHING EM INT. Mom OF SILL MO. MECHAIICALLT PASTEN FAN IE EDGES, (CAP NAILS. STAPLES) INSTALL DUPONT PLEMIRAP AS TH PLASHMS AT THE POLO HOUSE~ DORM . TAPE DIAGONAL CUT . ACROSS HEAD OP wwom MIN PLUMBING VENT DETAILS ia wo INSTALL S' WON ADIESIVE - BAOQD FLEX ABLE K ASNNO MATERAL OVER DRP CAP JOINT(PROTECTO-URAP ST-20)S- m NUIV) STEP 7 STEP 8 "`� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS �6MNGLE9 TRIMMEDYRACK � FRdA VALLEY CENTERl1NE ROOF VALLEY DETAIL SCALE, APPLY CGI H2U (01 EGLAL) SEALANT . WPDolm/cm JOINT. RWD APPLIED FLASHING (LANCO WNITE-SEAL RC -SS OR EGUALA ELOPE SILL TO EX L IT IS THE CONTACTORS RESPCNSISILTY TO VERPY THE COFPATISILITY OF ALL PRODUCTS NOLUDMG NOU8Ea2MP, SEALANTS . SELF-AD1EIRM FLASNINO MATERIALS USED DURING CONSTRICTION 2. INSTALL ALL MATERIALS PER MAMPACTLMRB WtlTtEN SPECIFICATIONS UMMML SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLE. F N AND SEALJAMS TO SILL JOINTS WITH 98 FOLLOWWG COMPLETION OF IOR RETROFIT WOW REP IR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT L IT IS THE CONTACTORS REEPONSIDILTY TO VERFY THE C 1-PATISILITY OF ALL PRODUCTS ING-UDMtl SEALANTS . SELF-ADNCRMG RASNMG MATERALS USED DURING CONSTRICTIm 2. RASHMG AT EXTEROR WIND" AND DOOR OM NWA SHALL BE INSTALLED IN ACCORDANCE WTN MANFACTSRERS INSTALLATION METIMICTIONS AND APPROVED METHOD U OF FBC RWSA U N ACCORDANCE W TN FENSSTRATION M~ACTWIlB" INSTALLATION AND FLA64ING METRICTION6. SIAe!!GL SEALANTS MAY REACT ADVERSELY F NDT COPTPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 ti O a i atmDm a LOT ABBOTT PARK LOT #5 BLK #12 PHASE 4C PROJECTO 04181.04C-05121 MODEL: 4EBB "1828—CALI" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C iI D TZ 10/26/21 SCALE: 1/4"=1'-0" SHEET WA5 ■- 2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE I�\ I� l/8' TEXTURED I FINISH a WOOD I �� 1/2' TEXTURED FINISH a CMU / �\ METAL FASCIA \� WRAP Ys' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) 1/8, TEXTURED FINISH • UJOOD, oo IR' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR CMU WIQB LAYER fl, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER 02, FORTIFIBER 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 i FRAME OR CMU 2X6 SUB BAND ;q ROOFING 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 METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT FLAN B ONLY • FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED \\\ �\ FOR CLARITY ROOF DECK (BEYOND) 00 \\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 11/8' TEXTURED FINISH a \� /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATIQN METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/126 NAILS &'-S' O.G. MAX. 2x SUB -BAND WA'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3� x SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA k: 0003325 A > tmDLV. to LOT: ABBOTT PARK LOT #5 BLK #12 PHASE 4C PROJECT* 04181.04C-05121 MODELA 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 39'-B" 28'-8" 36-2" TOP OF `-Q SLAB - I - - - - FM`-12X12 - - - FM-12X18 - 1.1I 1A 4" CONC. SLAB `�;; a K w I F-24X24J in a � 1.0. �_3 1/2" I EXTEND FM-12X18 1 4" PVC SLAB 1 1/2". 1.1 CHASE 1 A 1 ,A �V, 1.1 1.t 0- . �T TOP OF I ( SLAB (N x I I �I 15'-8" �� � 5'-0" 19'-0" I I . ,A , L------ LE-1 `d- - I I I ° *5 1/2" 4" 17'-8" 2'-8" T-O" 5 IN N Lu I� I LLI a I EXTEND - 2 1A SLAB 11/2" SLAB 7.1----, SIM. 1.1 1.1 6 ro FM-12X18 IW ri 4" CONC.I SLAB I c� N low I SIM. 51/2' I 3,_5" 1/2„ I Iy a V31/2" I 1A 4-7 1/2" to 2 o _ J ,., �Y 1.1 1.1 1 ,A I FMC-12X18 FM-12X18 FMC-12X18 4 p 0 L 1.1 1.1 - FM-12X18 1.1 J 4 1.1 1.t 2'-8" i6'-0" 2'-8" 4'-4" T-10" 10'-2" 14'-0" 21'1" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'4 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED MATH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATES #5 BAR, EIINDICATES #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 = 30", #6 -361, 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 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. I& WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x8 W1.4xW1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - s FW12x12 17' CONTINUOUS 17, - (2) #5% FM-1Dc18 12, CONTINUOUS 16, - (2)#5's FMC-12x18 12" CONTINUOUS 18" - (2)#5's VARIES F-24x24 2:F 24" (2) #5's (2) #5's FOUNDATION PLAN SCALE: 1/4" = 1%0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 ` PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 04 tl aILTHDIv. at LIT: ABBOTT PARK LOT #5 BLK #12 PHASE #4G PROJECT# 04181.04C-05121 MODEL.• 4EBB "1828-CALI" GARAGE DWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C stnTr 10/26/21 8CAL.E: 1/4"=1'-0" aILEET Si MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED ?� STEEL REINFORCING IN GROUTED — g CELL SEE PLAN FOR SIZE AND 1 ,., CELL SEE PLAN FOR SIZE AND 111 • SPACING REQUIREMENTS o S 2 SPACING REQUIREMENTS E v ° i GARAGE DOOR u H I • FM... RECESS i 8"CMU WALL 8" CMU WALL I ° p CORNER BARS, SAME SIZE AS LARGER BAR e. b f i ., . 1 IN FOUNDATION WITH 30" LEG EACH W w H +_ d-0" ° - TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS % SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLOBCHAMFER (15TORY) VARIES , SEE SLAB SCHEDULE TOP OF GARAGE,a EX EXT. PORCH SLABW/1/2" -SEE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7:0. AT ELEV: ISOLATION CHAMFER (2STORY) (WHERE #4 gAND 1/2" ISOLATION - 4"CHAMFER (1STORY)JOINT 6' CHAMFER (2-STORY)APPLICABLE) iEE SCHEQULE M6' JOINT'WHEREt� APPLICABLE 4 SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R NAD. BAR SIZE #6 FOR WWD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTTY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 CORNER BARS DETAIL DOOR OPENING SCALE:34"=1'0 @ GARAGE SCALE:3/4"=1'-0" 4 SCALE: 3/4"=T-O" SCALE: 3/4"=V-0" (1) #6 REBAR VERTICALLY W/ CONC. POURED CELL Y CMU LAP TOP PLATE A MIN. OF 46' AND NAIL W/16d COMMON a 5 04 RESAR 024" O.C. 0 CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT $ SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN z� zrc 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP 7' CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE 5 SECURED W/2-PART SPACING. SINGLE 6TM, PLATE 1/2'W" WEDGE ANCHOR W/2' W/FLANGE 0 BASE I EPO NYO MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH ° EPDXY 5-1/2" EMBED. MIN. 16' OC ° § H FOLLOW ALL MANE SIMPSON SPH4 OR SPH6 N I § 4" CONC., REINF. W/ SPECIFICATIONS FOR AND I BTM AND TOP PLATE ya 6'k6" #10 NNJM ON SECURE FLANGE TO USE z $ PREPARATION OF ANCHORS W/ 10d x 1 112' 6-MIL POLY ETHYLENE z VAPOR BARRIER ON SLAB W/(4) 1/4" X 21/4" J 4' 4, HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w • II ''� WELL -COMPACTED ° TAPCONS x 3" SEE SLAB SCHEDULE CLEAN FILL TERMITE 1 ��O} TREATMENT SHALL BE °t n •° BORA-CARE 44 P TOP OF SLAB • (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) < e • f 6' CHAMFER (2-STORY) . a • 4 (2) #5 REBAR ON CHAIRS 12" MIN. DEPTH INTO z 2,000 PSF VIRGIN SOIL OR 95% COMPACTED SOIL EQ. EQ. SCHEDULE VSEE IRGIN OR ENGINEERED SOIL FOR MD, BAR SIZE SLAB HEIGHT LESS THAN 3'S" PER PLAN BOLLARD 5 ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP SCALE: 3/4"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL �+ W/ BLOCK WALL 8�"ALE:G 3/4"=l'-d' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON VERIFY HEIGHT AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C 6TM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS z WALL W/ BY P No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PLATE g PROVIDE DBL TOP PLATE SECURE ST. PLATE TO BTM. PLATE TO BE PT. SECURE ST. TO PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL SLAB W110d MASONRY 17' O/C STAGGERED. $ j NAIL 12" O/C STAGGERED. ADDITIONAL METAL g w ADDITIONAL METAL CONNECTORS NOT 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. z POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. '.'o W CMU FILLED CELL (TYP.) b TOP OF SLAB w SEE SLAB SCHEDULE SEE SLAB SCHEDULE :I° 2X WALL FRAMING • SEE SIAB SCHEDULE 1/7' DIA. SIMPSON STB2 BOLTS 5" +-d{1' z m %'" MINIMUM EMBEDMENT INTO TOP OF SLABNt TOP OF SLAB -.e i "ISOLATED COLUMN PAD . GROUTED CELL, 4"FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX °• -a POURED MONOLITHICALLY WITH a FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FORWxD,BAR SIZE - - - FOR WxDBAR SIZE . / AND BAR QUANTITY AND BAR QUANTITYLE FOR V*D, BAR SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRIGWALL TO QUA" INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL 8 SCALE 3/4'-1'-d' (NO UPLIFT) 10 SCALE 34"=1'-0" 11 SCALE:34"=1'-d' sCALE:3/4"=V-0" (NO UPLIFT) Ii N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 w U % W L O SEMDIV. Se LOT: ABBOTT PARK LOT #5 BLK #12 PHASE 4C PROJECT* 04181.04C-05121 MODEL• 4EBB "1828—CALI" CARACE SWING: LEFT PACE: DETAILS 160 MPH EXP. C mm DA 10/28/21 SCALE: 1/4"=V-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" = 1'-0" I N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.com AA S: 0003325 5 1 a$ 04 F -9 C k O a ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT 04181.04CC-05121 MODEL: 4EBB "1828-CALI" GARAGE SWnM: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DATE: 10/26/21 8CAL.E: 1/4"=1•-0" skmm"r s1.2 A s N TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 101' HOOK GROUTED BOND BEAM I J. VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION FIN. FLR. •a • TIE RTICAL REBAR ° °a TO HORIZONTAL -a.;- REBAR W/ ta' HOOK BAR SIZE 48 BAR DIA. #3 18' M #4 24" #5 30" #6 36" #7 47' HORIZONTALNERTICAL REINFORCING (D__ SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED s ILA CELL SEE PLAN FOR S1ZE AND a u SPACING REQUIREMENTS ¢o� mU �J y 8" CMU WALL . � TOP OF SLAB - e - TOP OF SLAB • # SEE SLAB SCHEDULE i rc BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (15TORY) #3 18" 5 H u W/ 172" ISOLATION 8" CHAMFER (2STORY) JOINT (WHERE #4 21V APPLICABLE) i MATCH STEEL #5 30" B"PVC CHASE � N REINFORCEMENT PER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING #7 47' SEE SCHEDULE MATCH STEEL REINFORCEMENT FOR VWD, BAR S¢E PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 #5 BARS a1 B" ME]J ro- al El 1� CMU UNIT DIMENSIONS N ARE NOMINAL SIZES MASONRY SYMBOLS 1A41 N. RONALD REAGAN BLVD. LONGWOOD, FL3275O PH: 407-774.8078 FAX: 407-774.4078 www.abdesigngroup.com ` AA #: 0003325 J �0 t It fo tl 3 O y�aQ�{i Z StMDIV. AC Lo ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT 04181.07-05121 MODEL• 4EBB "1828-CALI" GARAGE 81I MG: LEFT PAGE: DETAILS 160 MPH EXP. C r2 DAR� 10/26/21 BCALM. 1/4"=V-0" SHEET s1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ` x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Pc pei) SIZE WkH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ---------- -I-----------J 8F16 MIN.-lT/0M/lB 17'-4" BTM. OF LINTEL @ 7'-0" ABOVE FINISHED GARAGE SLAB L--------- -I --------- i LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 1 W f 0 >sysa:v. � LAT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT 04181.041-05121 MODEX9 4EBB "1828-CALI" GARAGE SV#MG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C W f 0 >sysa:v. � LAT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT 04181.041-05121 MODEX9 4EBB "1828-CALI" GARAGE SV#MG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK 30'TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314"=1'-0' PLACE STEEL J" REINFORCING(L2) � AS DEPICTED HEREIN. O�ppy Vo EO o��E4E� / R e • of ON�NO F = FILLED W/ GROUT U UNFILLED "' NOMINAL WIDTH gM�o 16-1 T/1 �pEF NOMINAL—�" e HEIGHT #OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1MNB INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TIOMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED I WINDOW PRE -CAST .31/9' a WINDOW Z SILL SLOPE NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. # OF #5'S, IN 2ND BOND BEAM COURSE /B # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1Y2"=1'-0" x8" b ff.;Im BONDti15 BOND BEAM 1#5 TYP. "16" 6 BOND BEAM ]f� 8xl6 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .ti: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8X8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR n BxB PRE -CAST CONCRETE L SCALE: LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/15 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 16" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK, EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND. BEAM - CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" d N. RONALD REAGAN 8l LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-774-0078 www.abdesigngroup.com AA #: 0003325 m y � � �g is ££ qqq 13 C k to w O x A 8tmDm & LOT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT* 04181.04C-051 1 MODEL1 4EBB "1828—CALI" GARAGE JIMNO: LEFT PAGE: DETAILS 160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8F 16-1T 1T/OB 1T/OB 1Tro8 -1T/08 TYPE LENGTH 818 PLAIN 8/8 SOLID TYPE LENGTH e181T 8/18 1T 8I20 1T 8/141T Bf281T &32-1T 1e-1T/I l7/1 1Tns 1T/18 -1T/1 WZI` e/1a-2T B29.2T 04-2T Ori6.2T 8W2T 3' 6' PRECAST 1436 M4 4217 5321 6428 7531 3-0' PRECAST 689 1024 3'-0' PRECAST 1559 3524 4394 5283 6132 7001 0113 e385 7708 9031 l0000 1569 3524 4394 sm 6132 7001 4'-0' PRECAST 1065 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3000 3e15 4570 5325 0079 6113 7192 am 7627 8751 1363 3000 3815 4570 5325 0079 4'-8" PRECAST 819 1770 2400 3033 3886 4300 4'-W PRECAST 398 691 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7665 1207 2707 3375 4043 4711 5379 5'�' PRECAST 931 1247 1999 2560 3123 36M 4249 5' d' PRECAST 411 411 5' 4" PRECAST 1016 low 2374 2944 3513 4084 1319 4480 7196 7342 5760 825s 1016 2270 2838 3399 3961 4084 5'-10' PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST ON 1499 1971 2443 2915 3387 list 3893 6877 6036 sm 5776 928 2080 2503 3107 3620 4133 B' 6" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-0" PRECAST 410 721 6'-0" PRECAST ON 1201 1578 1965 2332 2709 1139 3227 4598 7054 10000 8825 835 lose 2329 2790 3251 3712 T-6" PRECAST 570 on 2498 2M5 2696 3191 3685 7'-6" PRECAST 303 534 T-6" PRECAST 716 ON 1181 1462 1743 2M5 ma 2498 3408 4804 7067 0472 727 1024 2026 2426 2627 3228 9141 PRECAST 428 83s 1593 2204 2481 2618 2821 9'-4" PRECAST 192 384 9'-4" PRECAST 454 we 787 948 1129 1310 838 1674 2298 3081 4099 48M 5M 1318 1643 1969 2164 2519 10'-0" PRECAST 388 487 1247 1707 19D4 2163 2028 10' 6' PRECAST 151 301 10'-0" PRECAST 358 468 612 755 e99 1042 550 1407 1897 2781 3222 3784 e504 1180 1472 1703 1710 1989 11'�" PRECAST 330 544 1312 1742 2252 2858 3630 11'�' PRECAST 132 417 11'4" PRECAST 430 406 63o 663 7T7 872 544 1312 1742 2252 2886 3652 466 1042 1372 1643 1470 1710 1T-0' PRECAST 308 507 1210 1590 2048 2586 3191 12'-0' PRECAST 111 370 124" PRECAST 1 383 306 476 587 898 783 507 1210 1598 2048 2586 3171 440 940 1300 1580 1314 1478 13'-4' PRECAST 270 433 1046 1385 1732 2157 2535 13'4' PRECAST 82 298 1T 4' PRECAST 308 303 393 484 575 645 414 1045 1385 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 386 978 1272 1606 1988 2279 14'-W PRECAST 71 293 14'-0' PRECAST 279 278 380 aa3 526 609 390 978 1272 16D6 1960 2389 378 717 981 1192 975 1133 14' 8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'$" PRESTRESSED 239 422 sm on 746 $65 458 1079 1429 1824 2277 2712 240 ee3 980 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 ON 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1363 1572 17 4" PRESTRESSED N.R. NR NR NR NR NR NR 17' 4° PRESTRESSED N.R. 183 17 4" PRESTRESSED 187 326 385 451 587 680 300 856 1121 1413 1739 2047 192 hoe 72D sot 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19114" PRESTRESSED 162 Zee 348 430 513 595 235 736 959 1200 1467 1716 les 429 623 803 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 160 598 833 1038 lies 1488 142 373 $37 690 816 943 22'-V PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 3� 428 497 165 550 784 992 1203 1381 137 358 513 659 779 9DO 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 246 302 380 418 129 450 654 824 1014 1147 124 319 4s5 581 6e7 793 -ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOrrS MAY 2016 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 FIRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE VISION ACCEPTANCE #: 19-0130.13 i N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407.774,6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 o >ltMDIV. Aa LDT ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT 04181.041-051 1 MODEZA 4EBB "1828—CALI" GARAGE 81MM: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. ,,. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO SM. W/ t'. SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJi x EJ7 I — --r—�, — n— CJ1 CJ3 = x n x n x n n n u n n IuI I 1C x x It i CJ3 N I ATTACH 4'-0" LONG 2x SCAB TO 0 1 I CJ5 m It It Is x x TRUSS W/ 10d NAILS 0 6" O.C. CJ5 (4" FROM EA. END) I A14G mr�a�x mn�e�s� ism mem I ate: I m 6 I- xe:mxxxx=x yiA s�x�x I e l 1 xaa:ss�a�e�ex»�s I I I I I as�a�sa saazs�a sea I mxxx�xeleaea I s Sa3z�xa��a•®mm�xa Gem lII sea 111 Games I a�axmx=ae�m�aa®m�a I I 1 ass:a .......... >ea>�a�omaaa��aa®a�a�a zYk54"„=ter C I s msa m ACCESS sm� x e s I I I �aex I i I Xaa�m _ 9 A13 � emea I xe xxx�: I x� I I I a a I I I sm�a TT.M:�a�aa� I I I � a�a aaa®Sam®��aam�m a� mm.�x I aea I aea I e m mmtaa-ea��Zzsaa�xm �. aea 111 xxm�: 111 am�m I v� a�=�xxmxxxamsms��aa®.�aa® I I I em I mm®a I aa�x I a a aaa� a��� a aaam a aaa>< I I I em y'Aeae�saa=aea.e e x I a I x xaaa a I a� x�„�a xmm�m ate. a� 1A a ___ 1A e MR m®rl ICI•-- _ I� d0 0� w N 0 J Z S0: U .1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abclesigngroup.com AA S: 0003325 1 GI 6 Fii s .� 8tMDM de I.oT ABBOTT PARK LOT #5 BLS{ #12 PHASE #4C PROJECT* 04181.04C-05121 MODEXA 4EBB "1828—CALI" GARAGE 9WD10: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C —v 7 Ix AR NO RpANT APE: 10/26/21 9CALM 1/4"=1'—O" 1 SHEET s3 IF ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE "mm*11 24" O/C, SUBMIT SHOP "ROOFANALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" X(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT PLYWOOD SHEATHING, SEE (9) 1IM x 1 N" NAILS TO TRUSS "ROOF/WALLIFLOOR PANCHOR HTSM20 113d TSIMPSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS'WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4) 1/4" x 2 1/4" AND (4) 1/ "x SHEATHING x 1 NAILS TO TRUSS x 1 NAILS TO 6", 8" x MAY ADDED TITENCOOT 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB STRAP, , GIRDER. PROVIDE 5" GIRDS R O W! 10d NAILS, 2 ROWS, 3" NAILS, CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }" NAILS TO GIRDER AND CONJUNCTION WITH':' ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16tl x 3 "NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL WI1010tl TO ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)114" x 2 1/4" CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS INTEL GONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 �" TO GIRDER 2x SECURED W/ (3)16d B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) }" x 5' TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O/C FOR REVIEW 2x SECURED W/(3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J' x 571TEN HO TO CMU AND (18) SOS }" x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7COVER & 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 3/=' TYPICAL ROOF GIRDER CONNECTOR(S) SCALE 2a 2b 2c GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d EA. TRUSSES WHERE LSTA12 20 GAUGE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W/ 10dxl/2 HOG NAILS COVER 5 TRUSSES) q'-0" O.C. (AT SHEATHING � EACH END. TOTAL OF 10 SEAMS) P L 0'-0"TO 30'-0"(1)'W'BRACE FLOOR 30'-1" TO 60'-0 (3) W' BRACE SECURE 2x PT. PLATE GIRDER s'o" MAx (Nq1 x4) (1) "X" BRACE 0CENTER TO BLK W/ DIA. oR 1a-0' MAx (W72X4) (2) "X"BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T FROM CENTER TO END. WASHER SET IN HIGH r STRENGTH 2x WOOD FASCIA, PER E VATION rL lx4 DIAGONAL SEE ARCHITECTURAL MIN. MBEDEAT037 OC PRE-ENG FLOOR TRUSS BTM. CHORD MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD `� = a PLAN FOR LOCATION MAY NOT BE 3TIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) m REQUIRED TRUSS ENG) CONT, 2x4 SECURED W! 16d TOENAILS (2) 1 's @ EACH TRUSS TO BE INSTALLED � DOUBLE TOP PLATE HTT4 W/ 5/8" AB. WITH BTM. CHORD OF 1V-0" O.C. MAX. MIN. T'EMBEOMENT WOOD ROOF TRUSSES TO SLAB & (18) 16d x 2x4 OR 2x6 WOOD BEARING 2-1/7' NAILS TO POST., WALL WI SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB NI BOND BEAM REQ. BTM. PLATE TO BE PT. SECURE 6T. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING ° 12" 0/CS TAGGERED. ADDITINAL METAL 1/T GYP. WL BD. as BTM, CHORD BRACING 6'-0" O!C END WALL OR OTHER CONNECTORS NOT < a ' < M MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO • f 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT, COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END V GIRDER/WOOD POST CONNECTIONS SCALE:34"=1'-0" PRE-ENG'D TRUSS 3QALE:3q"=,'-0 5 SCALE: 3/4"=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. �► 6QALE:3/4"=T-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4-D HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <215`D SGL. STUD CUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE>5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 011 SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD ��ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1/7'=1'-0" SCALE:34"=1'-0 d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 C C — I I L) OVHDIV. ad LOT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT# 04181.04C-05121 MODEL: 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA, 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0' (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WAUJFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W! (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES (M 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2)12d's C MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENGD TRUSS � W/ HIP RETURN SCALE:3/4"=1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TVP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2PT. PLATE TO BLK x6 W/ TRUSS PLAN W/ 117DIA. ANCHOR BOLT W/ 7' _ WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d'. 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 20 SECURED W/ (2)10d's (8 EACH TRUSS TO BE INSTALLED 0110'-U' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=l'-0 'S N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0. 04 O 3 Btmmv. AO LOT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT* 04181.04C-05121 moDEra 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C aA NO mm DATE: 10/28/21 8CALE: 1/4"=1'-0" SHEET S3.1B RIP RGGF x •A. 4� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 • 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.60 PSF (79,80) ZONE 3, = 83.80 PSF (9180) ZONE 2r = 69.80 PSF (79.80) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' 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 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQI SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK, 2 1/2, 0,131 F1667 SCREW SHANK 170,000 RING 16RINGS PERR RSRS-03 ed RING SHANK, 2 3/B' 0.113 SCREW SHANK INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING ` EXTERIOR SHEATHING z z USE 1/2' COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 g O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 3 = 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS ® 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 1Od NAILS IQ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 1Dd NAILS O 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 B4 RING SHANK GUN NAILS G 4" OC. TOP B BOTTOM EDGES • N a z O tl 334 o z CL Q S � s0 a N U Z_ O 9 G TYP. EXT.SHFATHING ATTACHMENT tl �tl �o S�b 8 NOTE: GABLES -DROP GABLE END $ (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 1610 .C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING . C#8 2" DECK SCREWS 0 6"-8" O.C. MAX 0 EDGES S 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TBG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF. LIVE LOAD FLOOR: LIVE LOAD 40 pat 20 pat TOP CHORD Hton-cancurrent 10 Psf BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD 18 pM TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 Psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10Pst BALCONY LIVE LOAD SO psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40pcf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: Wpcf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30W, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DD0 Psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33,C33M MAXIMUM AGGREGATE SIZE SHALL BE W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ONGROUND WHERE INDICATED ON DRAWNGS. SFAMS LAPPED 6INCHES AND SEALED WITH ADHESIVETAPE. FORMWORK FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER, Fb = 1100 PSI AND A MODULUS OF ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES $HALL 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 REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A1064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICWITH THE'NATIONAL DESIGN SPECIFICATIONS FOR FABRICATED IN ACCORDANCE STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A61 SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND IN PLACED ACCORDANCE E CC E W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 30" #5 BAR - 30" 97 BAR - 4Z' PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM 0-90, GRADE fm= 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM CZ70. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL RESAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 low STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BOLTSWITHWASHERSUNDERTHE TURNED ELEMENT. BOLTS ASTMRDAN CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5'N- PRIOR TO THE ADDITION OF PLASTICIZER IN EWIT SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, NIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 WRITES, 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 COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): R FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR 05 AND SMALLER 2' FOR 05 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M GRADE A AND SHALL BE HOT -DIPPED AL NI D. G VA ZE DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL 3TANOARD3 FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGngJ 912E ttPE SPACING REMAPot9 PRPUGnaN SIB£ TYPE SPACING REMPRKB -PT- PoNG TO G9E HARDENm CqL 2LON0. e.� PMOE ODOR BUCK TO M0.90NRYnXXIC. t/4-qA NO WASHER TAPCON MASON FASTENER 0- Yl'EMBE0, 4•-..T.. EIXiE qSi. 9GOPAExTO L . OOR9 C49f HARCENWWIL 9. 0,0 WINOOW/OOORI NED FASTENED -GE ODOR UCIt S 1B�gAM"Al 12"-I-" a•fM8E0., 4•ENDg3T. T, SEE NOTE B NML t 1-STAGGERED INTO M4SONRYMANC MA90NRYKWIC. yyf -EREXPANSIOY BOLT 4• -0-) }EDGE q9T tx IT, SEE woTEe GSE WIRq?IEDogL wvLttm Lorvc. rac STAGGERED NgGwmoOWPAST- wINTO MASONm�coNc. METAL STRAP TO MASONRYt CDN'c. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS Exi. SWMG DOOR R)ytBUM. TAPCOBT i1lY EMBED, e'END BUCKLPi, BEE NOIEB NO WASHER FASTNER tB'OC gSi.,tt/Y EOGEgeT. WINDOW BUUt POC 019T.,11? 8. 130•PAFr214T' END. IT TO 9TE COI., SEE STAGGERED 4• Eg3E 019T. NOTES W/WASHER T 111 STTAMPLES 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 XZF 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 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003326 A c2 b a EB D DDi LTi $ A j�ps� arl -1 1 iLi 9VHDIV. de LOT ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT# 04181.04C-05121 MODEU 4EBB "1828-CALI" GARAGR 8WDCCk LEFT PAGE: DETAILS N.160 MPH EXP. C © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS u mll"� DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" ME DETAIL D J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL IT 1D HEM AND IN VALLEYS STAPLES INSTALLED @--r 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ STAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. O STAPLES INSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT --'—I O3 J-CHANNEL— il DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPANSPAN'L=+1� SEE DETAIL WA SEE DETAIL'E" EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) SEE DETAIL'D'--' SEE DETAIL'E'-'�' — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END m BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /TRUSS/JOI / BY OTHER 2-1/4" EMB. WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7D STAPLESINSTALLED, THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE: 1) CONCRETE/CMU OR WOOD (NOTE 1) 30 J-CHANNEL J, I DETAIL C J-CHANNEL BY OTHER 2-114" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" D MAX O.C. ,,,,-STAPLES INSTALLED @ 12" O.C. MAX (INTO �7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13,519 >{ 4 3.625 .375 3.625 .375 5 66 08 .0 12�e� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 9tMDIV. Ac LOT: ABBOTT PARK LOT #5 BLK #12 PHASE #4C PROJECT 04181.04C-05121 MODEL: 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C D TE 10/26/21 SCALE: 1/4"=i'—O" SiIEET SE)1 a