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HomeMy WebLinkAbout7415 Sail Clover Ln'w 99 t I 99 828 HOMES 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES - 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -ptm= BunWo COD$ �` 7TH �N (`02v/ -AIL IACAT. AND 3TAi6 CODSB :OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - class B -BASIC WIND SPEED - VDIt=160 MPH Vasd=I24 MPH :EXPOSURE — C -1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND SPATE CODES ASV. ABOVE IAV. LAVATORY A1C AIR CONDITIONING LUM. LUMINOUS ADDT. ALTERNATESBLE M.C.. MENU NECAIRBINET AMP, AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG CEILING N.TS. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET PB PUSHBUTTON C.T. CERAMIC TRY PH. PHONE D. DODUBBLE P YWD PLYWOOD D.G. DUAL GLAZED PR. PAIR DA. DIAMETER PT PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAID. RADIUS DR DEEP RAN. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT kM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA, EACH S.D. SMOKE DETECTOR ELEV ELEVATION S.H. SINGLE HUNG EQ EQUAL SILT SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G./FX. FIXEDGIASS SLM. SIMILAR F.G. FUELGAS SL. SLIDING FIN FINISH SL.Gt_ sLIDING.1!4S FLR FLOOR STD STANDARD FLUOR. FLUORESCENT SwS SHEAR WALL FR. DR. FRENCH DOOR SECTION PTO. FOOTING TEMP, TEMPEREDGL.ASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURE G.F.I. GROUND -FAULT CIRCUIT T.O P. TOP OF PLATE INTERRUPTER T.O.S. Top OFSLAB I GL. GLASS LASSTYP. TYPICAL GYP. BD GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR, HEADER W. WASHER HOT. OR HT HEIGHT W, WITH INSUL. INSULATION Wn. WOOD ENT. INTERIOR wm WINDOWWATER eATER W.1. WROUGHT IRON DATE DESCREPMON mum CD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION 0VB/18 201T FIX 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 Ml—MECHANICAL PLjCL WORK SHALL COMPLY WITH PRE) PG Dl-DETAILS PG D2—DETAILS CODES FLORIDA BUILDING CODE, PG D3—PRODUCT APPR�}�/� pp..,, I'�/'{'}+�LJN +�'��-"C-�RIC CODE, j k l /LJ[: PG —WALL ASSEMBI ' PG WA2—WALL ASSEMB ITy dF ,?-EPH RHILL8 PG WA3—WALL ASSEMB ES PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS mVI6A8 CD'9RE•ISSUED 02/21A8 SIDNG ELEVATIONS ADDED m3a6AS CD'SRE-ISSUED /FYb FOOTING REVISION PER M. am$ 06/lVIB cD'sRE•ISSUED msn9rl9 appmcuRBLEssFoorERar�aRo�EDEran.(FORrMrERa) 02inne PLANMAMENMI TCE 03R8/IS REVISED LINTEL SIZE AT FRONT DOOR � STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.". CALL.-3 04/24AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PERUALL BATSON (MELBJ m4e4/Ie REv19ED HVAC vOLUMEB ON SGFT CALC SCHEDULE IMELBJ LIVING 1828 Sa FT. GARAGE 430 Sa FT. ENTRY 16 SQ. FT. LANAI w Sa FT. TOTAL 2362 Sa FT. gtb,p,1S ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL a/S1.1A (Oft) 06410 ADDED LED LIGHTS • KITCHEN I BATH PER MAR, BODES 01/IS/IS ADDED STONE OPTION ELEVATION C 1 D (TAMPA) ELEVATION Ys' SIpMG-AppED LOUVER • GABLE ROOF ImR5/19 ADDED OPT.B'•0' CEILING HEIGHTS owvm REPLACE USP=N ECTORB UNrH SrFSON CONNECTORS 04/" REVISE ENKAYENT RADON PLAN DIPF.NSIONS 04AMO OFT. V-0' CLG. HGT: ADDED LED L*HT IN FOYER mn/m3am OPT' S' 0' CLG HGT. ELEVATION 'C'- REVISED HEksFIT OF ARCMAY m5,m6iim ADDED ELEVATIONS 'L' T1'(oRu STRUCTURAL SHEET DESCRIPTION mVBRm ADDED ELEYATIONS MG'-T1H'-T'B' (Oft) PG S1—FOUNDATION PLAN PG Sl AA —DETAILS PG S1.2—DOWEL PLAN PG 91.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS SEP Q 2 PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN REVIEW �T PG S3.lA—DETAILS PG S3.1B—DETAILS CITY OF ZEPHYRHIL PG SN1 /� p � DETAILS Li1EXfaMINER PG SDI -SOFFITS PLAN PG SD2-SOFFIT DETAILS .00 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS RRAWING 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. AD DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. 001rn 20MFIBCUFDATE 03/03/21 ADDED SOFFIT DETAILS 0446/21 ADDED ELEVATIGtJB N' 1'O' (OIL) m4/['1QI ADPEp STONE OPTION ELEVATK)N'G' (MELBOUfd'lE) 05/0141 ADDED ELEVATIONS 1- 4 'O' (Of) m5AS/11 ADDED DEN OPT. (TAMPA 4 FT MYERS) 08/10RI ADDED 2m' HOOTER OPTION (TAMPA) IV0241 ADD FRENCH DOOR OPTION S N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 0 j I I c a a Egli 7 4 y 1GA UBD T ABBOTT PARK LOT #22 BLK #12 PHASE 4C ROJECT* 418i.04C-22121 kqou 4EBB "1828-CALI" RAGE BMRNG: RIGHT PAGE: COVER SHEET 160 MPH EXR C oop L AA NO 93723 j DATE: 02/07/22 SCALE: 1/4"=1'-O" 8IiEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 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 HERERSEE 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 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 6 - PVC (SCHEDULE 40), INSULATED WITH 6 - AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112 ' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTEROR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA 8: 0003325 OXMDM & W ABBOTT PARK LOT #22 BLK #12 PHASE #4C [PROJECT# 04181.04C-22121 MODEZZ 4EBB "1828-CALI" GARAGE BW MG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C rPRAmT 02/07/22 sCALE: 1/4"=l'-0" DIEFET GN 39'-8' �� o)o oYYYYto�•�o, JYYYYIIi�1 o11�YlYYYYYY o � oIYYYYFo I 1/ o C ■ o_ m i ■ ■ 11 I FLAT HDfR ,:. : oAPA � � r INOBI ��� :=T 0 o p o � • �) = o O SOLLARD PiAS RSQ. PERCODE : : GMAGE a_ 2'.4'� p / 0' � BEDROOM IIIP -- � l pEMY E 0-ARCH - oo oIIYYYYYIIo ol1YmYYll3l 611 nal I FLOOR PLAN SCALE. 1/4' • 1'-0' IYYYYYYYYYYYI a�ar�lr�i� SQ.FT. CALC. S LMWA 1828 S6t FT. GARAGE 430 SO. FT. ENTRY 16 S6t FT. LANAI 88 Sa FT. TOTAL 2362 SQ FT. OOLPOIBR AN) CLADDIIO ND LOADS BA/lc xe0 awoeulE FGB a IEcoID avers OR3aDS SQUARE M 110WHWIND (NS) BEIMM AIDTS'E FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. / FRDR 43 5 303/-38A MIN CRITERIA 16070 O.H.D. 112 5 282/-315 12'KI2' SOFFIT I 5 373/-4S.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDO. CAT.=11, 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. CONTROL DAIS OVW21 DBL. TOP PLATE 0 M ABAR DETAIL SCALE, 12'•I'-®• DIM. VARIES HDR. DTL. B BGALE: I/2 1'-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 EMIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. J."I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 '4 [ Rc stnonm at LOT ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT* 04181.04C-22121 MODEl.9 4EBB "1828—CALI" GARAGE 91VFMG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C oe ROINSO A. AEIOUC iACRA L AR NO 93723 DARE 02/07/22 SCALE: 1/4"=1'-O" SHEET Al a= SHINGLE ROOF Ib'X60' FYPON DECORATIVE SHUTTERS OR/f4i`�\. EQUIVALENT A TYR 4' RAISED BAND (TYPJ 0'-0' FIN, FLR—� ./-I8'-4'BLDG. HGT. FYPON LVI2X24 12 f' OR EQUIVALENT LAP SIDING AS SPECIFIED (TYPJ 4' FRIEZE �BAND (TYPJ TRIM A / BOARD (TYP.) OPT. COACH L IGHT FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103A i OFF RIDGE VENT I�b V -0. OFF RIDGE T OFF RIDGE ONE 0-10 n M o Mimi REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH 5'-0' BRG. HGT _ iA ip 0'-0'FIN. FLR.so --------------'--- ------------------------ OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH Ezzzzl OFF RIDGE VENT W-0' BRG. HGT,#, B'-O' BRG. HGT F-1 0'-O'FIN. FLRI - ----__--___--------_- _—_—_-------------_—'—_—_-- �0 0 RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH -0" 0'-0' FIN. FLR AREA OF ATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2364/3DO 7.88 VENTILATION AREA X SQ. I NCHES PER FT. (144) - 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .SX 1134.72 IN UPPER PORTION OF ATTIC 567.36 SQ. IN. OFF RI DGE VENTILATION AREA = 115 SQ. IN. PERVENT 562.361115 TOTAL#OFVENTS REQUIRED TOTAL#OF VENTS PROVIDED = 4.93357 5 0'-0' ERG. HGT. 4B ICAY 0'-0"FIN, FLR IINS DECO. DTL. A SCALE: 1/2 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD' FL 32760 PH: 407-7746078 FAX 407-7744078 www.a bdealgngroup.com AA 8: 0003325 A 9LTHDIV. & X.Otcl ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT# 04181.04C-22121 WoDzu 4EBB "1828-CALI" oARAGE SwMG: RIGHT PAGE: ELEVATION "C" 160 MPH EXP. C FVB 1 K \ I PRINT DATE02/07/22 sCALE: 1/4"=1'-0" s*vc= A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DSV OUTLET m AMP WAMLE POLE nmv OUTLET IIOV OUTLET N OF OWLET W010 1O OWN7GN GFI 90V OUTLET EGWPED W14400 FAIL. NTENWPIER (TAMPER IESTSTANT TYPE/ 22OUTLET (u WIE CO"TIC WP GPI .0V EW.wATMqpROOF TM fROUneT IN �E SWITCH SWITCH SWAY OPER W4 SWITCH 4-WAY OPER y o WALL MOUNTED LOW CEILING UGW © LED CLO LIGHT LaD VAIroIR © V' PROOF LIGHT OVP VAPOR PROOF L16M OM=Oe D CAN VENT. PAN I CFM PER Sri. FT. FAN mom I QNI PER BO FT. vEST— RxnwE (SPEC'S TEO DT I'I.UORESCENT WRAP ® rIRE��€�sEw AROUND �� UN MIEZT :-SUED WRAP ARouD (SUFAGE MNTJ 2' FLNOPOBCSNT 4' FL IOIEOCENT p •-o—e—�al CO C W IRACK LIOM PANEL own PETER • S.D. eNIDICE DETBerae uTr. saac.u. NYt.tle� 1 1 WALL I•pUnED aMOKE DETECTOR YTT. MAG& a• ® CARBOWLNAOm11DE Smom COMB � � CON' IN1ER-CONECTED SHALL DE A DISTANCE OF NOT LESS THE/ 4' PEDANT LIGNT rr� NATURAL GAS . TELEPHONE JACK URi WATER HEATER��.e� DRGONRGT AIR CO VMON DISCONECT EEE Aw ON TWIG SHERT ION TELEVISION JACK MILNG BOX REOs JO J-DO( TO BE SUUPPORTIED N ACCOIONICE W BOX MAR= A► SUCH FOR OEM DOX ro Be SUIPPORTED N CEILING FANLIGHT ACCORDANCE LV BOX M. AS S"FOR IPARICTICIN 2w INCANDESCENT O LIGHT STRIP L•' LIGHT STRIP ennnnnnn NS, LIGHT STRIP FLOOD LGNT KP DIaaLSrr IKEYTAD KET � Hj PA PUD4•BuTTON FOR OHNES • UN PORT • LOCATION OF TV JACKS A PHONE OUTLETS A PANS TO DE VERNED • HCMEOU ER PUB -CONSTRICTION MEETNrs • ALL B N 20 AP BRAICN ChT=T6 TO BE ARC FdL.T PIISOTECTED PER ELECTRICAL PROVISIONS OF Facm TTH EDIrIav rV.) N NEC 2m.O eon EDITION. • 20 AMP DEDICATED LAUNDRY CIRM' ' • GFI • ISLAdD (NOT ON KITCHEN CIICUIT) • DIBMW4SHER OSCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MN CAPACITT OF DO CRT NTERMITRNT PER BLECTRCAL PROVISIONS or SECTION MS013 d(2"), • LAUNDRY ROOMERECEPTACLE SHALL BE GROUND FAULT CIRL111T•NTERRPMR PROTECTION FOR PER6OPEL ON FEEDERS • WIRING METHOD SHALL Off NON METALLIC GABLE PER ELECTRICAL PROVISIONS OF FBCR TTH EO (20201. • ALL WORE TO COMPLY WITHI ELECTRICAL PR0VI6IONS OF THE FDCR TTH ED (2me) EFFIOIBNOY) 2m0. TTh ®ITILN R404J MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN ________________ OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1J4' • 1'-0' METER FIELD VERIFY LOG. I °L• I I I LED LIGHTING @ SINGLE LAV. BATH 4 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE PErR TTH EDITION (2 101. DE LOCAL COS, AND ALL LOCAL POWER Cq•IPANY Ps- IPMr WM W ALL CONDUCTORS SHALL BE TYPE TISN/TMN UNLESS NOTED OTHERWSE 4j I I � I I I 19 I I cq I I I I L° I I I LED LIGHTING @ DOUBLE LAV. BATH M PROVIDE 3•2A6 CU. TM1N • MS OU N 2' CONDUIT OR $ '4/O AL THIN . P6 CU N 2• CONDUIT OR 2/0 AL 6.E.R (CONDUIT TO TERMINATE ABOVE SOTIT • OVERHANG) COMBINATION SERVICE DO A7P DISCONNECT SWITCH AND DOR40 V[ M ELECTRIC METER IN I NEMA SR ENCLOSURE PANEL TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE aw"."GNT EVAPMENT INTERSYSTEM CONDINS TERMINAL AT LOW VO-TAoe CONNECTIONS PROVIDE ISO AMP, 00440 VOLT, I PHASE SECONDARY-- I w pl SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE a 9 COPPER (CW INCONCRETE ENCASED ROOTER STEEL PER I-11. VIA SCHEDULE N PVC CONDUIT OR PROVIDE S ELECTRICAL PROVSONS OF THE �� ALUMINUM/0 ALU(AL) IN 2'' DIA SCHEDULE SO PVC EDmOJ (20201. CONDUIT U P4.ES6 SERVICE E PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THIS ELECTRIC D/6" DIA X • FT LONG COPPER CLAD GROUND ROO COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003326 R F y FGfnWG- RIGHTAeI/01`.PARK #22 #12 4C 2-22121 BCALI" ar►nNro: RIGHT PAOE: ELECTRICAL PLAN 160 MPH EXP. C Eg 1 1 �K DA�1'E 02/07/22 OCA X: 1/4"=1'-0" ear EI HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAB A MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603J -1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S, ALL FIRE RATED CEILINGS AND WALLS SHALL 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 PAMPERS SHALL BE INSTALLED TO NM. RECaIMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 607. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC .."'' O O EXTERIOR WALL PLENUMieMECHANICAL AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLER_p IOR WALL VC CONDENSATE DRAIN LINE EvAP.TRAYLEEVE TO LINES BELOW SLABREFRIGERANT LINES TO PLATF000NDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) BLDG, CODE SECTION 3011,4 HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -'-�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE* RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN < LIGHT O/A OUTSIDE AIR ® TWEIZ-10STAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO WIT W/ (2) "8XI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN, GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (I)FLOOR SLAB CLEAN -OUT (TYPN) NEXT. GROUND CLEAN -OUT CLEAN-OUT(TYPY MECHANICAL PLAN SCALE: 1/4 • 1'-& NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. FFC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwesigngroup.com rM: 000%26 L � C � y y W 00 S ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT 04181.041-22121 woaEll 4EBB "1828-CALI" GARAGE 9WING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C L AR NO 93723 i DATE: 02/07/22 mcALE: 1/4"=1'-0" aiiEET M1 2X4 TOP PLATE Lm PLAN PRE-FAB TIQLW V2' CLG. BOARD IR' DRYWALL T`)Y .SECURE ST. — MATE TO SLAB W/I" MASONRY NAIL a 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS e24, O.C. SLAB TIONS SUPPORTING HUNG PLUMBNG BES AND WALL 4ET5 SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. M TYP. INT. WALL NON-BRG. D� SCALE, FI5EF3 1_ASS SHINGLES WITH UNDERLAYMENT AS PER FIECR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENO TRUSS ` MTL. DRIP EDGE 2x FASCIA PER 1 -m TYF'. ELEVATIONS O.H. — VENTED SOFFIT I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY m'-m' FIN. FLR,L 35/8, OR5 1/2, DRYWALL 3/8, TOP CHANNEL (25 C") OaR ER BEAD DT TWKK 2 COAT e• O'Y Oea PORn Aw ceT�xr R-MTER APPLOD STMACTURAL FOR I/2' DRYWALL DIRECTLY ToMA6CW T 2.6 P.T. 3 5/8' OR 5 3/8' METAL STUDS ATTACHED TO RLL 24' O.C. 20 GA METAL TO BE CELL 'M PER INSTALLED IN WALLS I°Ro=T RTC RECEIVING UPPER/ LOWER 3 5/8' OR 5 cAmxnosmL aCALAW CABINETS AND TUB/BFIOWER 25 3/8, BOTTOM DACJ®e R7D GA METAL TO BE INSTALLED CHANNEL (25 •VATHER Tr M ALL OTHER WALLS. STUDS GA) SECURED LN Mo LDN6 ALL TO SE SPACED 16' OZ. AT 2NO TO CONC i' r e.eera 10R OM LOW D> n J FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' • a•u oALv. eTea STAIR WELLS AND BATHROOM PAF 4 TO �' O1'" uL w. FMOTOW TO WALL$ W/ TILE FINISH WOOD FLOOR u�oD MAN WOOD JAI'S PER PRO=TAPPROVAL W/ I/4' WOOD REa v�WVWALLTTRACK r OY olvap DOOR erg WOOD BASEBOARD SCREW DMmaD TO eLM TRALK 8RAL1R78� W/ PRODUCT ArrROvu. Rea FINISH FLOOR 1-STORY TYP. INT. WALL za GAS LINE THRU BLOCK_GARAGE � DOOR JAMBS '��'•�'•' p� SCALE: 11/2'•1'-0' 1A METAL STUDS NON-BRG. D 1 SCALE: 3/4'.1'-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. [OR SECURED PER 5/B' GYPSUM BOARD FASTENER SCHEDULE 1/2' HIGH STRENGTH CLG. BOARD REFERENCE 4 PER ELEVATION STRUCTURAL SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION; 2x FASCIA PER .4 ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS �T:a REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24. O.C. 1/2' THICr, 2 COAT PORTLAND 8• cm CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE ti W/ WINDOW OPENING m'-m' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND I(POSB.1. TYP. WALL SECTION e NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-m UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM 0486S TYPE III OR TYPE Iv UNDERLAYMENT. FIBER31_ASS SHINGLES FIBER-AS5 SHINGLES 2X4 SPF 24' OL. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 126 NAILS AS PER FBCR WSJ.1. AS PER FBCR 905.1.1. • EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TIH)SSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. 5HEETSNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER 8C4EDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE Zx FASCIA PER MAX PRE-ENG WD• TRU°w°+ AX 2x FASCIA PER ELEVATIONS O ELEVATIONS VENTED SOFFIT PER ELEVATION _ VENTED SOFFIT WALL SHEATHING STRUCTURAL 2x RAT RUN SECURED PER STRUCTURAL DETAILS THICKNESS AS PER WALL SHEATHING SHEET SNI. SECURE PER SEE ENER'sY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES, SHEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2ON SHEET SNI. WEEP SCREED HIGH STRENGTHG. H CLBOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Zx P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL lx2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD BASE •CMU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR m'-V' FIN. R.R. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH F15CR 2020 a a• NTH EDITION, SECTION R301.1.3 AND 1609.5.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4''I'-m' UNDERLAYMENT IN ACCORDANCE WITH FBGR W5.1.1.1 OF THE FBCR 2020 NTH EDITION 16 e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE It OR ASTM D45615 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA $: 0003325 o fIL y C fF SUDDiv 4 LAT ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT# 04181.04C-22121 1[ODEL: 4EBB "1828—CALI" GARAGE 91111ING: RIGHT PAGE: DETAILS 160 MPH EXP. C AA NO F—PpmA02/07/22 mcALE: 1/4"=1'-0" 2119mT D1 Tm 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (U V2' X 8' J-SOOT W 4' MIN. EMBEDI'®NT WV 2' X 2' X VD' UMBER t NUT OR E (2) Y2' X 8' ANCHOR DOLTS W/ 2' X 7' X 12' WASIHER 4 NUT B o SECURE 2x4 TO OLK W/ 1/4' TAPCONS IN I IR' E?'CED, D' OC, 4' END DIET, 1 1/2' EDGE DIET. RI Bll?E� 2X6 GARAGE DOOR BUCK SECURED IF W/ (6) 1/2' X 6' J-DOLT OR ANC14OR DOLTS, W/ 4' MIN. WISEDFISN1T, W/ 2- X 2' X VD' WASHER 4 NUT. (1) WITH IN6' OF TOP, (1) WITHIN 8' OF THE BTM, N (3) EVENLY SPACED. 17 B NOTE& ALL ANCHORS SHALL DE N ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS "RE NYH MW6TIH - VMA Ai M 9T@WIN WT GARAGE DOOR 1 BUCK ATTACHMENT & CHU V2' DRYWALL Ix4 P.T. OR b/4'X4' MN SECURE THRU FRAME 4 I'X4' EXTEND I-1/4' INTO P.T. HAILER BLOCK W/ 3/16' TAPOONS DOOR CASING (MIN. SHAHX-=At-�� MIN. HEADMIN. EMBWTHN a• DOORJAMB OR WINDOW 4 W O.C. ATTACH TO 2X PER MANUFACTURES DETAILS NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" mOW TO BLOCK +3/4" OR +5/4" 2X4, _ SECURE TO BLOCK W/ BAW TAPCCNB MIN. 814AK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IV OC. MAX SPACING. 2X6, 660AM TO BLOCK W/(2) 3/I6' TAPCCN6 (MIN. SHANK SIZE 14D MN HEAD SIZE .300 MN EMBEDMENT 11/41) a' CM WITHIN 9. OF EACH END t Is, OC. MAX SPACING. 1/J' DRYWALL 2X8, ® 1'X4' SECURE TO BLOCK P.T. NAILER WW2) 3/16' TAPCCNS DOOR CASING MN SHANK SIZE 14b MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 b0 .MAX DOOR JAMB OR WINDOW ,;.O '"' ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" nWINDOW TO HLOCK +1 1/2" t�uJ4H:TnI 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4, _ SECURE TO BLOCK W/ 3/16' TAPCONS MIN. SHMIC SIZE .Ha MN HEAD SIZE 300 MIN. EMBEDMENT 11/4') WITHIN 8' OF EACH END 4 It, O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2)3AW TAPCONS (MN SHANK SIZE .14E MN HEAD 812E 300 MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END S' CHU 4 IS' O.C. MAX SPACING. 1/2' DRY WALL 2XS, SECURE TO BLOCK Px4' WIM 3/16' TAPCONB P.T. NAILER MN SHANK SIZE J45 Vli' OBE. X 4' MIN. MIN. HEAD SIZE .300 MIN. EMBEDMENT 11149 DOOR CABNG WITHIN 8' OF EACH BIND t b• oa Max SPACIHIG. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANWAGTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +1 15/16" n11DYDOW TO HLOCK +1 15/18" 2X4, = SECURE TO BLOCK ICU 3AV TAPCONS (MIN. SHANK SIZE .14E MIN. HEAD SIZE 300 MN EMB PAINT 1 1/4') WITHIN 8' OF EACH END 4 IV OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) DAW TAPCONS 346' TAPCON MIN. 1-1/4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 30D MN EMDEDIINT 1 1/4') WITHIN a' OF EACH END 8' CM 4 10' OC. MAX SPACING. I/J' DRYWALL DO, ® SECURE TO BLOCK WW2) 3/16' TA'CON6 P.T. HALER (MIN. SHANK SIZE .14b DOOR CASING MN HEAD SIZE 300 MN EMBEDFBHT I V4') WIT14N a' OF EACH END 4 ID' OC. MAX $PAC,, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO HOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" /1WDVDOW TO BLOCK +2 1/4" 2X4: SECURE TO DLDCIK ICU 3/16' TAPCONS (MN SHANK SIZE J45 MR HEAD SIZE'DO MIR EMBEDMENT 1 1/41) WITHIN 8. OF EACH END 4 IV OC. MAX SPACING- 2X6,® SECURE TO BLOCK WK2)3/16' TAPO" MIN SWANK SIZE 14D MIN. HEAD SIZE .300 MIR E'IDEDMENT I V4') WITHN a' OF EACH END 4 IS' O.G. MAX SPACING. 2X& SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN. SHANK SIZE .HIS MIN. HEAD SIZE 3W MN EMBEDMENT I V49 WITHIN a' OF EACH am 4 IS' OC. MAX SPACNfi- NOTE, SHIM AS NEEDED TO MUMS JAMB (DO NOT EXCEED 1149 D` CMU .'DRYWALL ❑ ELL TO BE POURED ID SOLO WV 2,800 P81 CONCRETE REINFORCED W/ (1)'5 VERTICALLY 1'X4' P.T. NAILER 1AW OBJS X 4' MIL CASING DOOR JAMB (—,-,,TO BLK DETAIL 2X4: _ SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE ADD MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 W OC. MAX SPACING. 2X6, m SECURE TO BLOCK WK2) 3/li' TAPCONB MIN. SHANK SIZE J48 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.1 WITHIN 6' OF EACH END a' cm 4 b' O.C. MAX SPACING. V2' DRYWALL 2X& SECURE TO BLOCK WW2) a TAP(AN6 P.T. P.T. NAILER (MIN. SHANK SIZE .14b DOOR CAGING MIN. HEAD SIZE 900 MIN. EMBEDMENT I V4') WITHIN 6. OF EACH END 4 b' O.C. MAX SPACNG. DOOR JAPIS OR WINDOW ATTACH TO 2X PER MANUUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO POUTS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" E 2X4, _ SECURE TO BLOCK W/ SAWTAPO" (MIN. SHANK SIZE 145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 16' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/b' TAPO" 3A6' TAPCON MIN. 1-1/4' MN SHN.K SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1/41) WTHN 8. OF EACH END a, cm 4 18' O.G. MAX SPACING. 1/2' DRYWALL 2X& ® I-X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCON6 DOOR CASING (MIN. SHANK SIZE .KS MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 6' CP EACH END 4 18' OG. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMS MANUFACTURES DETAILS. JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" ONNPL-TAT.(Icrr +s" 2ND 2X SECURE TO BTRUGTURAL MENDER WW2)12d WITHIN 6' OF EACH END 4 i' TO 8' O.C. MAX DETAILS 2X4: _ SECURE TO BLOCK WV 1/4' TAPCONB (MIN. SHANK SIZE .14E MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 IVOa MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 1/4' TAPCONS MIN. SHANK SIZE Job MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 8. OF EACH END 4 b' OC. MAX 6PACNG. 2X& SECURE TO BLOCK W/(2) 1/4' TAPCONS MIL SWANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I V49 WITHIN 8' OF EACH END 4 ID' OC. MAX SPACING 8' cm ❑ 14' DRYWALL I'X4' P.T. NAILER IAA OBE. X 4' MN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3 7/18" @ND�OW TO HLOCK +9 7/IB" 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .14E MIN. HEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 1/4' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 300 MIN. EFbEpt'!NT 1 V41) WITHIN 8' OF EACH END 4 16' OC. MAX SPACING. 2X8. SECURE TO BLOCK W/(2) V4• TAPCONS (MN SHAK SIZE J45 MN HEAD SIZE 13" MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IV OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THRIOUGH NON-STRUCTURAL 3/16' TAPCON MN. I-V4' EMBEDMENT INTO BLOCK Ly 6' cm I/2' DRYWALL 1'X4' P.7. NAILER I' P.T. X 4' MN T4 r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" nWINDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA A: 0003325 A p io uZ � A A J)" mo 9fxmnrv. Ac IAT: ABBOTT PARK LOT #22 BLK #12 PHASE #4C PIILOJECT#1 04181.04C-22121 "oDELe 4EBB "1828—CALI" GARAGE aMRNG: RIGHT PAGE: DETAILS 160 MPH EXP. C ROLYM A ABOUCHAUA L AR NO 93723 i DATE 02/07/22 SCALE; 1/4"=1'-0" SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 12473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 1044&S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 1086092 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 1149SA SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12029.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/202S 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 1S353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2022 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 F8CR 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 12/31/2022 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS B'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2022 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single Ike EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENSCORNING 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 LAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.2 JAMES HARDIE BOARD SOFFIT 2020 FBCR 22/31/2023 30310-R2 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 RS ALSIDE ALLIANCE T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 i �+7 SLJsa:v � LOT. ABBOTT PARK LOT #22 BLK #12 PHASE #41C P0414181 -22121 MODZU 4EBB "1828-CALI" OARAGN 8W11WCk RIGHT PAOmt PRODUCT APPROVAL LISTING 160 MPH EXP. C B1 P 02/07/22 VATM 111110AIM 1/4"=1'-0" srmM D3 SLJsa:v � LOT. ABBOTT PARK LOT #22 BLK #12 PHASE #41C P0414181 -22121 MODZU 4EBB "1828-CALI" OARAGN 8W11WCk RIGHT PAOmt PRODUCT APPROVAL LISTING 160 MPH EXP. C B1 P 02/07/22 VATM 111110AIM 1/4"=1'-0" srmM D3 PREFORMED CONTROL JOINT RANGE OF CONTROL JOINTS TO BE WIRED TWO TO LATH • 9' O.C. MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W( 11 LEG MAY BE USED TO TEMP. 8ECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED •'P O.C. MAX VERTICALLY i ]' TRIO(.R 3 COAT CEMENT \ PLASTE UPS LAYER Q, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED -I' (VER(J Or— MAX AT SUPPORTS W® LAYER q STUOC.O WRAP LATH SHALL NOi � CONTIWJOUS v ro s• •• ro s• THROUGH CONTROL nr n JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 15LOCKHM PER ASTM Cb69 PLACED FLAT MAX. 6- TO 6FROM C;CNTROL JOINT WHEN N / CONTFWL JOINT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS C; i STRICTUR/4. STUD STAPLES N COMPLIANCE W/ ASTM C1063 2. UIRE TIES TO DE (NO. 10) 00419' UARE S. BLOCKING SHOW MAY BE IN ADDITION/ \ TO WALL STIRS REQUIRED PER PLAN A O"M" TYPE CONTROL JOINT OLFOLD NUW APT.A OL—FWAIO Pr. A 2. CF[AW . M. 6 OL POLC 114Y.•VID • fR. A ]. CIOA/E a PT. E roLD • 4tr s ® L /OLp WMI� a PT. A i. call A CI�Ma • R. C 4. FOLD PT. c OAR PT. E TILL K. c TOYCHfi EDrtOM PLA4m d� r aDTrm RYA ILi TIGHT SEAL Pow Qa bm cut. ]• THICK, 3 COAT CEMENT PLASTER (Pi W' a GOAT OE•R4T PLASTtsa (CFY, Wall LAYER 4, FORTIFIBER BUILDING PAPER(RSA17 ALLY) URB LAYER'(, STUCCO WRAP(RWE ONLY) FRAMs as cm Eg@dEW..ON-d3� M auu l'LA41144f tclac-GWr ILAatlN3 rll@ �. OSTAIU y/ M-48 N2 At Ill Q IrGQ a IiYLL KnLvAlwna& FAIT llRAP APPROVED BUILDING WRAP SHALL DE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL BEAhB NEED TO BE TAPED WITH PORTIBER SHEATHING TAPE // xuP. neTx LATi \\ hC X X X LATH VERTICAL LAP TO BE I' JC 7C�—T—JC — �— METAL LATH Will LAYER R, I ]' THICK, 3 COAT CEMENT STUCCO UASM PLASTER LATH a' MM PMER APE pY -Y METAL WRIB BULLING LAYER -2, FORTIFIBE BUILD PAPEFORTIFIBER/ BUILDPAPER \ — I Will WRAP LAYVII ,III WOOD BHEATHAVG I / roVAPE-R-1-AP SCALE: 1 V2'•I'-O' VERTICAL LATH & PAPER DETAIL NOTE: WOOD SHEATI SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILDII FRAMING MENEERS. PAPEF THEY SNAIL Be TIED BETWEEN SUPPORTS WITH 0O4Ta-N. (LJI-MM) STUCO WIRE AT NTERVALS NOT MORE THAN 9' (219-MMA AS PER ASTM CI063. ® KIC KO UT F� PAIR OF MARS DETAIL INB LAYERS, TEARH MAY DE PATCHED UUHOImE WRAP TAPE PER MALP SPEC. OR PEEL 4 STICK 1 I tiV � I I :• • - w U.gmumm-mm WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB I TAPE OVER ROOF/WALL SCREED 5'W 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE PIPE/ WINE TO FRAMING III SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WI7AP MATERIAL) OVER 4'a4' SELF -ADHERING r•EMBRAE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE BIDE OF STEP "2 SELF-MNERNG MEMBRANE PLASHING UM LAYER'l. STUCCO WIAP UM LAYER 7, FORTRISM WILDING PMER METAL LATH 6'rb' SELF-ADHERNG MEMBRANE FLASHING OVER 4$,4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE ~. FLASHING 70 EXT@ID INTO PIPE 44x4' SELF-ADNERING MEMBRANE RASHNG OVER APPROVED HOUSE WRAP. R-ASHdM TO EXTHJD ONTO PIPE —W CONT. DEAD OF SEALANT INSTALL APPROVED FNOIlBEUAQAP AIR INFILTRATION BARRIER OVER BREATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) SECTION PER ONR73i.EmSE00*11� cement plaarer chap con" vri h 8R appl-b- nlquasmenbt of ASTM C 92E18b. Installation of eatmlor lathing and framing ahall damply mth ASTM C 1083-19a, or ASTM 1787. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (U RB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO UJOOD OR -7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.1.1 / ASTM C-847-14a, MIN- 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com AA S: OD03325 F W A a C k IIP IUDDIV as LJOT:ABBOTT PARK LOT #22 BLK #12 PHASE 4C ROJECT# 04181.04C-22121 MODEL4 4EBB "1828-CALI" GARAGE 19WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C il DRATIM 02/07/22 8CAL M 1/4"=1'-0" E*lz= WAI INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1'rX: L 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 60 AS TO DEFLECT WATER AWAY FROM JOINTS. IIX:� E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL �•�t JOINTS AND INTERSECTIONS I'..Ir. APPLY SEALANT AT PERIMETER OF BACKER ROD I NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Ye CAULKING • JOINT I ALL AROUND I I PER SECTION R703.7 I Elderlor lathing ind plaetaring SACKER ROD I I Exterior use of Portland cement plaster shall comply with the application I.X requirements of ASTM C 926-18b. Installation of exterior lathing and framing ' shall comply with ASTM C 1063-19a, II�: I..... orASTM 1787. WRB LAYER 11, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIR15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME,) ._ LEGEND DRAINAC3E PLANE (WR8 LAYER 01, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBEIR — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR Z/Iro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH Co' SELF ADHESIVE OVER TOP t SIDES SELF WOOD SHEATHING FLASHINCs LAYER h• UNIT STUCCO WRAP LAYER 4, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD T/W TEXTURED CONSTIv=TiON FINISH • WOOD FASTEN TO WOOD STRUCTURAL SEALANT • I-IM Fit• I'Oa MAX TOP t SIDES Cm 68 DRYER VENT (BLOCK). xY W WIDE STRIP SELF y, ADHESIVE FLASHING, CLEAN y'y MASONRY BEFORE APPLYMG BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL i &' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLASF ELEC. METER FIELD VERIFY LOCATION 1— — — — 7 f —1- VENT PENETRATION 1 i SCALE: N.T.S. AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "" �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LAR3ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION V FRdISH • MAaGNRT HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' HOUSEUIRAP WRB LAYER "I, BELOW STUCCO WRAP CUT SUCH THAT B APPLY 60 MIN •'; SELF -ADHERING NO MEMBRANE GRADE '0' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVEO HOUSEWRAP WRB LAYER "2, FORTIRBER BUILDING PAPER STEP #3 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP *5 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77448078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003326 r^. ro 04 h 114 a A r}i V BVHDIV. & LOT. ABBOTT PARK LOT #22 BLK #12 PHASE #4C Pitojz=# 04181.04C-22121 1[OD)cL: 4EBB "1828—CALI" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C I aA NO DRINT ATZ: 02/07/22 8CALE: 1/4"=1'-0" e Vd A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO UJRAP) U)RB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR i/16' ZIP UTALL SHEATHING SELF-ADHESIVE FLASHING WOOD 0"TRXTION \ - — BE70ND V WOOD SHEATHMG WEAtNER RESISTIVE BARRIER 1 �i��SISTIVE LLV6X T�LAALP Blow. FLA6FIMG RING u 6' SELP-ADFERRNG FLASMNK's L \ UEAhER RE6UiTIVE / \ \ BARRIER 1 STARTER STRIP WEATHER RESISTIVE \ BARRIER 4 QO NOt GAi1LK OR 1 1 \\ 6' SELF-ADI-ERMG R-A6NWG GALV'D PETAL GALYD METAL 'Z' FLASHMG W FLASHMG ,,,, „„T ,,,,,, ,� ON =WGIMLATED AL 1 TRIM MEMBER / ' \ / UJOODTED ` R M�ff7'EER 1 <' OR APPROVED SIRA MT SIDING TO STUCCO BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 — DAATHEER RESISTIVE // \ II�� X T Yi LAP SIDMG / / / / \ PLASELF SHQ'!- FERMG IIII6' REVEAL OR SWARD A BATTEN W FLASSHLM �\ 1 DER RESISTIVE STARTER STRIP / \\ `\ BARRIER FESISTIVE Oft1 i \\ _ 6PL�� RMG \ GALVO METAL GALV'D METAL T R-AS14M Z' ILASHMG OR HARDIE TRIM PER ELEVATION 871.1000 / \ HARDIE TRIM PER i ELEVATION AL GAP W/OA LKING / OR APPROVED SEALANT SIDING TO STUCCO Cep BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX- 407-7744078 www.a bdesigngroup.com AA #: 0003325 a a eUDDIV. LOTmi ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT# 04181.04C-22121 bWDEIe 4EBB "1828-CALI" GARAGE 81IiNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 02/07/22 ECALE: 1/4"=1'-0" MEMET WA4 00 AVAIMLE NEWS "E' AND 1P D SE TAKEN IN KEEPING THE VENT PROPERLY ALIGNED. VENTPIFE IS SEALED IF UTUZED. "L IN PLACE SNGIAN IN C GALVANIZED USING 1-T/0' NNLS ATEACH CORNER. ROOFING CEMEM 9HWLDSEAPPLIEDTOALLSHINGLEEDGESNEARTNE FINSVPATON CMWTT,IEGOOSENECKVENTOPENNOINTIEROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETERAS REIXNIMENDEDINSEVERE TERCd13TN. SKEATNNG. SIZE TIE OPENING INACCORDMNCEMTRATHE CONSTRUCTKNZCNES. CHARTSHOWNAN THE EVENTA MECAWNCAL VENTFAN IS _ USED, SIZE TE VEMOPENINGIN ACCORDANCE MiTH V EM FAN 1MNUFACTURE3 PIPING CO! W ECTON DO NOT CUT INTO TRW SES IX2 RAFTERS MIEN CUTTING TIE OPENING IN TE ROOF. mnm -J E INTERFERING SHINGLE NAILS AROUND TE PERNEIEfl aF TIE OPENING SOIHAT TE NAILING FLPNGE OF TiE VEMLAYS FLAT TO THE ROGFSHEATHING. SUDS THE TOP AND SIDE FLANGES OF TTE VENTAND UNDER SHINGLES.ALLONTEBOT(OM VENTFIFL ANGES TOIAY IXJ THE 1YlP OF THE SNNOLES. ROOF HOOD VENT DETAIL EN NTB CUT AT. MODIFIED -I- co N HOLA*P .AP I _ APPROVED NaBE1RAP OYER BAEATRIG OVER WO STUD WALL - STEP I FLAeFIND OVER NAILING FLANGE JAM86 EXTEND FLASHING MN �� J P BELOW SILL \7/` FLEXIBLE RA6FNNG DO NOT SEAL BOTTOM RN STEP 6 s TEMPORARILY — POLD-UP I SECWE NOUSEURAP (OR TUCK FLAP WDEP) AL HEAD FOLD NOUSEURAP- N AT JAMS* I SILL SLOPE SILL RA. TO EXTERIOI! INSTALL 6--- SELF-AOHERNG RAewl OVER VNYL HEAD RASWM (MTN DAME) NAILING FLA 136 INSTALL VINYL CAP STEP 2 MN ALM FLASHING W/ INT. EDGE OF SILL no, MECHANICALLY FASTEN FANNED EDGES. (CAP NASA, STAIPL") INSTALL DUPONT PLrJOIRAP AS TV PLASHING AT THE DOWN I TAPE DIACONAL CUT I ADI%M HEAD OF WINDOW PLUMBING VENT DETAILS ZEUI N INSTALL 6' WIDE ADNESWE - BACKIED FLEXId-E FLASHING MULTI RNAL OYER DRIP CAP JOINT (PIRD7EGTO-WRAP BT-20Xd. - BMW) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS 36' MADE VALLEY FLASHING 50R OR HEAVIER FELT UNDERLAYMENT ASPHALT ^� ROOFING CEMEM NOFASTNERS—TIN e'GFCENTERUNE EXTRA FRITTERS IN END OF SHINGLE MWENDSNINGLE ATLEAST 12- BEYOND VALLEY CENTERLINE 1' WPPEDOFF CORN ER AT IS DEGREES FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALES NTS APPLY OBI H2U (O EO . , SEALANT A WI.DOIWCFAI JOINT, FLUID APPLIED FLASHING (LANCA WHITE -SEAL RC -SS OR EGIALA SLOPE SILL TO EX Noll L IT 16 TWO CONTACTORS IE6PCPBISILTr TO VERFFY THE COMPATIBILITY OF ALL PRODUCTS NCLILOM NOUBBLWAP, SEALANTS I SELF-ADHIERNG FLASHINO MATERIALS USED DURING CONSTI01CTION, 2. INSTALL ALL MATERIALS PER MANFADTURERB WRITTEN BPECAICATIONS WARNIN& SEALANTS MAY REACT ADVERSELY IP NOT COMPATIBLE. NOTE - CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IP" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING 9SLLL EAINTERIOR MRIMETER OF WINDL7W WIT SEALANT MML L IT NB THE CONTACTORS RESPONSIBILTY TO VERIFY THE 02MPATIBILI77 OF ALL PRODUCTS INCLUDING SEALANTS IL SELF-ADHIPM4 PLA614M MATERIALS LOW DLRING GONSTR11=10N. 1. FLASHING AT EXTERIOR WIDOWS AND DOOR OPENW66 SHALL BE INSTALLED W ACCORDANCE WITH MANLFAGTURS" INSTALLATION SISTM=IOND AND APPROVED METHOD U OF FBC M103A U INACCORDANC! WITH M1,06TRATION MANFACtLMwb INSTALLATION AND FLA6HNCR WSTRICTIONB, W4R N& 6EALANT6 MAY REACT ADVERSELY P NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 sysDiv. aE IAT: ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT* 04181.04C-22121 MODEIa 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C F02/07/22 : 1/4"=V-0"T 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE i\\ I\ l/8' TEXTURED 1 \ FINISH A WOOD I \\ 1/2' TEXTURED \ FINISH m CMU \ METAL FASC4A \\ WRAP Ye' FROM \ STUCCO, I' FROM \ WOOD WALL \\ EXTERIOR WALL (FRAME OR CMU) \\ METAL FASCIA WRAP 2x6 SUM BAND- -t ©PLAN P `\ NOTE: NOTCH FOR 2X6 \\ \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\\ \\ FOR CLARITY \\ ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1/0' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH r WOOD SHEATHING oR cMu WRB LAYER •1, STUCCO WRAP(FRAME ONLY) UM LAYER 02, FORTIFOER EIUILDING PAPER (FRAME ONLY) \ I \ jl/8' TEXTURED FINISH g \\ \[,:/METAL /WOOD, 1/2' TEXTURED - - ----------- -\ \FINISH 0 CMU 2x6 5UB-BAND W/I'x4' NOTCHEND, WRAPPED IN PEEL 4 STICK ®ELEVATION FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN ,A DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.G. MAX. 2x SUB -BAND WA'x4' NOTCH w END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.1'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 w P a _ v 44 F x �irL R a rq aXMDM k LOT. ABBOTT PARK LOT #22 BLK #12 PHASE 4C PROJECT# 04181.04C-22121 MODEL: 4EBB "1828-CALI" GARAGE awlNG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C DATE 02/07/22 SCALE: 1/4"=1'-0" aiiEET WA6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I1.0INDICATES #5 BAR, O(NDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602.16, USING: Pm - 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.41W 1.4 OVER GENERAL 31-' 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 TEA 8" SEE PLAN 10' - O #5'6 FM-12x12 12" CONTINUOUS 12, - (2) #5's FM-12xl8 12" CONTINUOUS 18" - (2)#6's FMC-12xl8 12" CONTINUOUS IS, - (2)415's VARIES F-24x24 24" 24" 12" (2) #6% (2) #5's 'OUNDATION PLAN :ALE: 1 /4" = V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA & 0003326L 44 04 ¢a O 13 h - l C .LLL stmDrv. ea V0,74 ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT* 04181.04C-22121 MODEZa 4EBB "1828—CALI" GARAGE DWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C MIN. EACH WAV MONOLITHIC FOOTING ,I STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED •> �-.` — g CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND •.�I i SPACING REQUIREMENTS a� SPACING REQUIREMENTS a_ GARAGE DOOR .. J RECESS a g FM 8"CMU WALL b 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I FOUNDATION WITH Y +- 0'-0" IN 30" LEG EACH > •I. .p +- 0' _y .. TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I .,. SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4"CHAMFER (1STORY) ° iq 18" .`� (-)VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB CHAMFER a .I•I.° (� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY N UNITS SET - T p. AT ELEV. W/ 1/2, ISOLATION ., a 6" CHAMFER (2STORV) JOINT (WHERE. • it4 24" 4" (1STORV) W/ 1/Y' ISIl q 6" CHAMFER (2-STORY) a 0'-(Y' APPLICABLE) z SEE SCHEDULE 30" ; •: jj JOINT AS APPLICABLE 4. SEE SCHEDULE ) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR=. BAR ME 96 i FOR MD. BAR SIZE s DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST h AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Ie 2 TO 3, PROVIDE 2 BARS LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:34"=1'-d 2 UL% GARAGE SCALE:8/4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/40 "=1'-" SCALE: 3W=1'-0" (1) #5 REBAR VERTICALLY W/ CONC, POURED CELL 8"CMU LAP TOP PLATE A MIN. OF 48" S g #4 REBAR @24" O.C. Q CENTER OF AND NAIL W/ COMMON VERIFY HEIGHT V SLAB , NAILS, 2-ROWS, 4" BTM. OF WALL W/ PLAN LAP TO OCCUR OVEERR STUD ? p E D 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING O � I ' 2" CAPPED 52 I WALL W/ SYP GALVANIZED PIPE NEW REINF. BAR SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE W/FLANGE 0 BASE EPDXY. MIN. EMBED $ S 1/77c9" WEDGE ANCHOR W/ 7' TO BE PT. PROVIDE DEL. TOP I 8'UNO WASHER SET IN HIGH STRENGTH PLATE •,. a, d]d , S FOLLF. ALL NFOR EPDXY 5-117' EMBED. MIN. @ 16" OC 4" CONC., REINF. W/ M �q SPECIOFICATIONSW SIMPSON SPH4 OR SPH6 MAX. &W' #10 WWM ON °' USE AND I BTM AND TOP PLATE 6-MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF ANCHORS W/ x 1 12" u w VAPOR BARRIER ON SLAB W/(4)1/4" X 21/4'• o a• 4• HOLE. COMMON NAILSS FILL ALL WELL -COMPACTED TAPCONS HOLES, DO NOT USE too - CLEAN FILL TERMITE x 7' E SLAB SCHEDULE F 111 TREATMENT SHALL BE c •; BORA-CARE O [SEE > +-700'-d' °. •'--" • Q� , Q- P OF SLAB < 1 (2) CONT. 14 REBAR 4"CHAMFER (I -STORY) -� 6" CHAMFER (2-STORY) a (2) #5 REBAR ON CHAIRS • ° •O .-12" MIN. DEPTH INTO z rc ` 2,000 PSF VIRGIN SOIL OR 95%• VIRGIN OR ENGINEERED SOIL s COMPACTED SOIL ° EQ. EQ. SEE SCHEDULE FOR MD. R SOE SLAB HEIGHT LESS THAN T-6' PER PLAN BOLLARD AND BAR QUA QUANTITY 5 ADDING BAR TO EXTERIOR MONO DEEP 6cALE. 3/4'•='•-°' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL 6 BCALE 314"=''-�' � A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" — LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 1!LAP AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SVP No 2 STUDS SEE WALL W/ SVP No 2 STUDS SEE 5 PLANS FOR SPACING. SINGLE PLANS FOR SPACING. SINGLE d a BTM. PLATE TO BE PT. BTM. PLATE TO BE PT. SECURE ST. PLATE TO a PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10o MASONRY PROVIDE DEL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ,V a NAIL 17' O/C STAGGERED. ADDITIONAL METAL m ADDITIONAL METAL CONNECTORS NOT 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. z +- d-0"+�;, POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. 8" CMU FILLED CELL (TYP.) - - -- - TOP OF BLAB m., W R SLAB SCHEDULE SEE SLAB SCHEDULE I, 2X WALL FRAMING SEE SLAB SCHEDULE 1/7' DIA, SIMPSON ST82 BOLTS 5" [SEE +-0'-0" MINIMUM EMBEDMENT INTO TOP OF SLAB TOP OF SLAB 4- • "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 15'O.C. VERTICALLY MAX POURED WITH 4 + - FOUNDATION ANDSILABLY Q SEE SCHEDULE 71x: SEE SCHEDULE WAD, BAR SQE FOR W BAR 612EFOR AND BAR OUANTIIYANDBARQUANTITYE IZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO R7' INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 10 �� BLOCK WALL CONNECTION $ INTERIOR CURB FOUNDATION WOOD WALL 9 SCALE: 3/a"=r d' (NO UPLIFT) scALE: 3/a'=r-a' 1 SCALE: 34"=1'-O l"i N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 W V y stMD:v e. LOT ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT# 04181.04C-22121 UODEL° 4EBB "1828-CALI" GARAGE BWXNG: RIGHT I AGE: DETAILS 60 MPH EXP. C DRATTE: 02/07/22 SCALE: 1/4"=1'-0" 8ImET s1.1A DOWEL PLAN SCALE: 1/4" = V-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774,8078 FAK 407-774-4078 www.abdesigngroup.com AA M: 0003325 W y ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT# 04181.04C-22121 MOD= 4EBB "1828-CALI" GARAGE 8VnNG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C Ditun Al'E: 02/07/22 scAL.E: 1/4"=1'-0" 8 s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. A. 4:. #5 BARS CLEAN OUT REQUIRED-0„ FOR INSPECTION 0 •. O' ' FIN. FLR. TIE RTICAL REBAR TO 3 ❑ 4 . REBAR / 10" HOOK REBAR W/,0" HOOK BAR SIZE 48 BAR DIA. �c �� #3 18' h CMU NUNIT DIMENSIONS to ARE OMINAL SIZES #� 42" HORIZONTAWERTICAL g/� MASONRY SYMBOLS `,I,' SCALE: 3/4••=,'-0" REINFORCING SCALE: 3/4"=1'-(Y' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d a SPACING REQUIREMENTS m 6 K 8" CMU WALL D, • - TOP OF SLAB ev. - 4 TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (15TORY) BAR SIZE 48 BAR DIA. f�Q 19 '4 4 - W/ 1/Z' ISOLATION 6" CHAMFER (2STORY) #3 JOINT (WHERE • #4 24" APPLICABLE) MATCH STEEL #5 30" 4•j 6" PVC CHASE g F REINFORCEMENT,• THRU FOOTING PER SCHEDULE 6'• PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT SEES HEDULE PER SCHEDULE FOR W[D, BAR SIZE AND MR QUANTITY PVC CHASE E)ItLR� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX 407-7744078 WWW.ebdesigngroop.com AA #: 0003325 P.1 V ILL F-summ ee LAT ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT* 04181.04C-22121 MODEIt 4EBB "1828-CALI" GARAGE 8l1/ING: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT A 02/07/22 aCALE: 1/4"=V-0" 01NMOT 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) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZMM 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 rc (psi) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 13131 MASONRY 3000 8x8 (1)85 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES 1 1 %% 1 1 %, 1 ,%% 1 1 1 %, 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 to 1 ILL 119 1 1 LINO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-0", UNO. 1 1 I 1 1 1 1 1 1 1 1 1 4* , 1 � 1 , 1 ♦ 1 ; 1 , 1 � 1 1 , 1 4* 1 �% 1 1 1 1 1 %% 8F16-iT/0M/0B 120 8RF 1 1 � 1 � 1 ♦ 1 1 I ♦ 1 � 1 1 ♦ 1 � 1 ♦ , 1 I 1 , 1 �, 1 1 ♦ ♦ 1 y 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 �1 1 QI t 1 1 1 1 1 i 1 I 1 1 1 1 1 1 1 1 1 � �% 1 %, 1 ♦ ♦ ♦ 1 %% 1 1 1 1 1 ♦ 1 8 � ♦; j 1 1 1 1 � 1 1 1 1 I 1 1 NOB 1 j 1 1 1 1 T 1 L------_-------------J --� 8F16 MIN-1T/OMNB 17,111 BTM. OF LINTEL 0 7'-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" Il N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 I y avBDIR & LOT ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT* 04181.04C-22121 MODEIt 4EBB "1828-CALI" GARAGE Sl/IMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ROLAW A ABOUCHACRA L AR NO 93723 A DA 02/07/22 ECALE: 1/4"=1'-0" aIIEET s� #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ ta' HOOK �- -"TYL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. BkB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING* \�E PLACE STEEL HEIGHT. op� REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. &' K16' m O 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE C / S PLACED. THE STEEL RE NFORCING FLINTELF BONO BEAM IS OMITTED AND A I FOR E BOTTOM BOND BEAM IS TO CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. / n ���. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP., P0/ 5�F0 6x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BFAM ��o'� EACH COURSE • 8x8 BOND BEAM TOP OF • ofN\�O F=FILLED W/ GROUT W/(1)#S BAR .�: BONDBEAM I �oT'' U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH �# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 �^ 00 16-1 T/1 M/B Bx8 PRE -CAST CONCRETE PEEP NOMINA L�� LINTEL W/(1)#S BAR (L2) P� LENGTH W/ (1) BAR=WIDTH OF `. '• MASONRY e HEIGHT #OF#VS, TOP OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR �f BEAM DESIGNATION THAT XFXX- 1THM,OB INDICATES A DOUBLE SONDBEAM /-F#5'S, BOTTOM Bx8 PRE -CAST CONCRETE L SCALE:34"=1'0" AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T/OMIDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE,300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN,-114' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON .3 1/4" PRE -CAST .4 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6" "a SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 16' O.C. MAX. MIN 1-114' MIN. 2-12d PER ELK. EA. END EMBEDMENT 7ilffOSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL _ SILL CONSTRUCTION 4 — scALE:11n'=1�-a-a' ARCHWAY FRAMING DETAILS 5 r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLEO CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE SPREINF.OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 W a V W 0 aVHDIV !c I 7 ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT# 04181.04C-22121 molD= 4EBB "1828-CALI" GARAGE a:RNG: RIGHT PAGE: DETAILS 160 MPH EXP. C .m DAM 02/07/22 ac,%Lz- 1/4"=1'-0" altEET S2.1.A ■— "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 LOAD SAFE LOAD - POUNDS PER LINEAR FOOT PLF TYPE LENGTH 8U8 8M-M 16-tr 1r 1TAB ITMB •1T/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH e/8.18 1e-m1 1ri1 41?/1B &1T/18 •1T/1B V-6" PRECAST 1436 42n 5921 631 T-6- PRECAST 689 1024 T-6- PRECAST 46 2488 0114 8119 6385 7708 9031 9031 10000 ODD 4'-0" PRECAST 1065 7w 2305 3126 3045 5W7 4'-0" PRECAST 514 763 4'4" PRECAST � 8751 4'-W PRECAST 819 533 IT" 2400 3033 36M 4300 4'-6" PRECAST 398 591 4'4r PRECAST 1825 5743 7647 8762 6541 7565 5'-4" PRECAST 931 1247 1999 2500 3123 36M 4249 5'4" PRECAST 411 411 V-4" PRECAST 1319 44W 7196 7342 5780 6259 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5 -10" PRECAST 1161 3693 5877 8038 SUB 5778 V-6" PRECAST 692 1139 3227 3031 3707 4383 5061 61-8" PRECAST 410 721 W-6" PRECAST 1139 3227 4596 7064 10000 8825 T4" PRECAST 570 2N8 33191 T-0" PRECAST 303 534 T-6" PRECAST Arnie ?249 s240 � 9'-4" PRECAST 428 833 1593 2204 2481 2818 2521 9'-4" PRECAST 192 384 9'-4" PRECAST 639 1074 2298 3081 4099 4899 10'-6" PRECAST 388 487 1247 1767 1904 2163 2028 101-6" PRECAST 151 301 10'-0" PRECAST 550 1407 1897 2781 3222 37U 1114" PRECAST 330 514 1312 1742 2252 2868 3630 1114" PRECAST 132 417 1 V-4" PRECAST 544 1312 1742 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596 2048 2586 311 12'-0" PRECAST 111 370 12'-0" PRECAST 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'•4" PRECAST 82 298 13'-4" PRECAST 414 1046 1365 1732 2316 2505 14'-0" PRECAST 254 See 978 1272 1806 lees 2279 14'-0" PRECAST 71 293 W-W PRECAST 390 978 1272 1806 1960 2389 14W PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'$" PRESTRESSED 456 1079 1420 1824 2277 2712 164, PRESTRESSED N.R NR NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 1514" PRESTRESSED 412 1014 1340 1703 2118 2513 17'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T•4" PRESTRESSED N.R. 183 17'-4" PRESTRESSED 300 856 1121 1413 1739 2047 1914" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'4" PRESTRESSED 235 798 959 1200 1467 1716 i1 21'�' PRESTRESSED N.R. NR NR NR NR NR NR 21W PRESTRESSED N.R. 125 21'•4" PRESTRESSED 180 598 833 1038 1168 1488 27-0' PRESTRESSED N.R. NR NR NR NR NR NR 22--0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 166 650 784 992 1203 1381 24'-T PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 1312 -/ILL VMLVGOIMr-" MA I r r LGa7GR rRVM DMrG LVMV IMDLCD DT VVMLIIT LVIOCVIIIVIY, LV11 0 MMi III IQ GVIIIVIY-t•RG4A1J1 rRVVVVI a Di VI n"T%o IV IYIGGI VI[G/�VGGV YMLVGO VI MI GV MDVYG 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 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003326 F 0 c u m IpmJ= tmDIV. & Lo ABBOTT PARK LOT #22 BLK #12 PHASE 4 04181.04-22121 moz)=1 4EBB "1828-CALI" QAitAGZ BWXKG: RIGHT PACE: SAFE LOAD TABLES 160 MPH EXP. C Eli 1 L AR NO 93723o DAL.. 02/07/22 BCArs: 1/4"=1'-0" SIMCT S2. 2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 'x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM T-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/ y� �v SIMPSON LTA2 USED TO BRACE TOP OF WALL. e` CJ 1 I 1= n u u 1C I n n n u n n n n n n x rl = Cl II 8 II M N II u 1 I ATTACH 4'-0" LONG 2x SCAB TO II 0 m— TRUSS W/ 10d NAILS @ 6" O.C. = CJ5 n n n n n n x x I II II p (4"FROM EA. END) aw- I I I 6 I I _ 1 �m I smI aa=®amms� m A z�zz� J 2 0� 0o mmmmmm::=� PIRIS{ ABIRICATED 2 TRUSSE8Q20.O. MAX = I I I Zmmmm�mi=e�5 I I I � � =im m=zam z:zcz O R1A m =.=:�.mam=_amaeaa�= amzz=m 0 0 =® i. o� I I I mie— ---- --- U I I I 0 U i�i 0 0 I I I rL (9 U\Q o 0 U lk lA I ` I .1 I e I I m�aa.aam:��amm=mmm=a:=.im I I I I I I =mie mmm�ma=a>ma= I . .�.il I .�. ,�v ei=i1i a. ...�... 111 .i. . .i.i i.=. .__. --------------- I I I -t�•�.e.iti..r.�i..�. I I I �a 22"x54" 1 ATTIC CUES: .i..�� I I I �IA A13 ®'-\ — Ash\ FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 A 94 R- .i 1p — I 7' ck Fq $ k!i o R I-LL-91 sunDIV. & LOT: Nl ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT* 04181.04C-22121 MODW49 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ROINAW A ABCVVgACRA AR NO 93723 DVINT A 16% 02/07/22 OCALE: 1/4"=1'-0" sl;EET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING ANDAPPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 10d x 1 }" NAILS TO TRUSSeENGINEERED (1) SIMPSON HETA16 SIMPSON # 1100 0 W/10 TO HTSM20 ROOFNVALUFLOOR B{2) SIMPSON HETA16 TRUSS ANCHOR WIT TRUSS ANCHOR WITH NOTE: APT SYP #2 T x 4", TRUSS AND (4)1/4" x 2 1/4" AND (4) SHEATHING (12) t6d x 1 }" NAILS TO TRUSSFASTENER (9) tOd x 1 }'NAILS TO 6', 8" x 4'-0' MAY BE ADDED TITEN 2 ANCHORS TO SCHEDULE" DEL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE OIC TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON r 16) tOd x 3 ' NAILS TO GIRDER ANDNOTE: APT SYP iX2 2" x 4", ( }6'. CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORSW/ tOtl NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR OPPOSITE FACES OF BLOCK WALL W/10 10d TO WITH (12) 16d x 3 }'NAILS TO GIRDEROIC TO FACILITATE ONE TRUSS AND x 2 1/4" ADDITIONAL PLY MAX. TO A{t) SIMPSON LGT3-SD52.5 GIRDER TIEDOWN TITEN 2 HORS" CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIAACCOMMODATE TRUSS WITH (4) f' x 5" TITEN HO TO CMU AND (12) SDS CONT POURED LINTEL NTEL BEE ARCHITECTURALANCHOR REQUIREMENTS. }" X 2 }" TO GIRDER 2x SECURED W/ (3) 1. 8{t) SIMPSON FGTR GIRDER TIEDOWN WITH1x2SECUREDW/tOd GALV. COMMON NAILS. WOOD (2) }"x 5"TITEN HD TO CMU AND (18) SDS }"x 4" O/C, GALV. COMMON NAILS DRAWINGS 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDER 17'O/C 2x SECURED W/ (3) t6d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH L GALV. COMMON NAILS. (2) }'x 671TEN HD TO CMU AND (18) SDS f x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17' OK SEE SCHEDULE SOLID, &' 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.) 7' COVER & 7' 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 BCALE: ° TYPICAL ROOF 3 GIRDER CONNECTOR(S) '"" 2a 2b 2c SCALE:34"=1'-0" SCALB 34"=1'-0" 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/ 10d d/2 HDG NAILS COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING ® EACH END. TOTAL OF 10 SEAMS) PER ELEVATION 0'4" TO 30'-0" (1) "W BRACE FLOOR 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE GIRDER ea' MAX WIX4) (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. 11�oR 1V T MAX lwrzX4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" * FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" PER ELEVATION 1x4 DIAGONAL SEE ARCHITECTURAL MIN, EMBED. AT 32" OC PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 "' GYPSUM BOARD OR 1/2' HIGH0 CATION P_T PLATE W/ 12d's B" STRENGTH CLG. BOARD Y MAYNNOTRBE STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) ar y REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS s C EACH TRUSS TO BE INSTALLED 0 DOUBLE TOP PLATE HTT4 W/ 5/8" AB. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18) 18d x 2X4 OR 2x6 WOOD BEARING 2-11' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/1 Gd MASONRY NAIL PROVIDE BLOCKING 17' O/C STAGGERED. ADDITIONAL METAL 12" GYP. WL. BD. . •a° ° 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER CONNECTORS NOT ' • i MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-9 O/C MAXSECURED W/ 10d DEPICTED SEE PLAN REQUIRED WHEN NO • # • . n. (2) COMMON NAILS AT EACH CHORD UPLIFT IS PRESENT. INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 GIRDER/WOOD POST CONNECTIONS 5 SCALE' 3/4'=1'-0" 1 SCALE: 3/4"=1'-0" PRE-ENG D TRUSS SCALE: 314"=1'-0" FLOOR TRUSS CONNECTION L.B.W. 4 SCALE: 3/4"=''-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114'1) HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/S•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/6' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5•0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1.=1'-101' 6°ALE:3°""`°" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 o a s > 1AgQ- CS 4 y IP13VDiV. & LOT ABBOTT PARK LOT #22 BLK #12 PHASE 4R OJECT## 04181.04C-22121 1[ODEL: 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C ROLAND A DRAT�E: 02/07/22 scALE: 1/4"=1'-0" SHEET s3.1A 1,1,1,11 AI�1�1 NAIL SHEATHING TO LADDER VTCR SPACING (1) AT EACH END EDGE PER SCHEDULE 2X4 CONT LADDER EDGE VTCR AND 6'-0" O.C. MAX. 111'1'ly 2X4 LADDER AT 16"0/C W/12)'16d NAILS 8" O/C TO _ TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W! (3)12d ® EA. TRUSS (DIAG. BRACE TO \ el Neil COVER 5 TRUSSES) \ jljlll 0'-0" TO 30'-0" (i) "X" BRACE 2x SUB -BAND 1111141 11 30--1" TO 60'-0 (3) W BRACE (1)'7("BRACE Q CENTER PRE-ENG GABLE TRUSS STIFFBACK AT ALL u (2) 'X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10" HIGH Ile FROM CENTER TO END. (AS PER TRUSS ENG) O PLYWOOD SHEATHING, SEE II "ROOFM/ALUFLOOR \ L SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1.2,2, WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" 0/C, 1x2 SECURED W! 10d SUBMIT SHOP DRAWINGS NAILS FORREVIEWCONTSECURED 12"O/COMMON 12" O/C ED2X4 /(2)12AT AND APPROVAL SECURED W! (2} 12ds 0 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS n L SCALE: N.T.S. W/ HIP RETURN SCALE 3/4"=1'-O" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT 0 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY} MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ i!P' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH 7] STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE T02x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2"SECURED W/ (2) 10d's (M EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-0" IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 , c a � BVHDIV. Ac LAT-. ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECTp 04181.04C-22121 moDEu 4EBB "1828-CALI" GARAGE 9YRNG: RIGHT PAGE: DETAILS 160 MPH EXP. C ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62,70) ZONE 3 = 60,50 PSF 17O.50) ZONE 2e = 60Z PSF (70,50) ZONE 3e = 69,80 PSF (79.80) ZONE 20 = 69.80 PSF (79.80) ZONE 3r = 8180 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'_WEND ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -t- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP i 4020 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1667 SCREW SHANK 170.000 RING RINGS RSRS-03 8d RING SHANK, 2 3M' OA13 SCREW SHANK PER I PER NCH) RSRS SRS-01 Bd RING SHANK, PNEUMATIC 2318" 0.113 F1667 SCREW -NAILS RSRS-01 KAF ItK VK IKUSJ ROOF SHEATHING EXTERIOR SHEATHING Z USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" 9 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & j 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH U >r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS C Al" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"0.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP ZONE 3,3e, 3r: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE.• ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 GUN NAIDGES OC BE RBI TOP , TOP SBOTTOM EOGE9 . 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING .'2' DECK SCREWS 0 W-B" O.C. MAX 0 EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` I YK N4" I &G SUB -FLOUR UEUKINU ULUEU 10 ALL LAVUStU MEMBtKS VP FXT F;HFATHING ATTA(.WMFN GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC331C33M. MAXIMUM SIZE SHALL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED 70 EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAPERE03'/'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 761 EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS !ILL CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 6-SEAMS ELASTICITY PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND ABC SPECIFICATIONS TAPPED fi INCHETHYLS AND SEALED NTHBARRIER ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7M1 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 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 psf 20 psf TOP CHORD -non-Goncurient DEADLOAD 15 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) 10 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IDpsf DEAD LOAD 20 psf TOP CHORD (10 psf w/ No GYPCRETE) 5 psf 8TM CHORD BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WELDED WIRE MESH: WELDED WRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED VMTH 2' CHAIRS SPACED T-O" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 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 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAVNNGS. 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 GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATE-GONNECTED-WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOODTRUSSES. #5 BAR - 30 #7 BAR - 42 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS BOND BEAM ONLY LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. 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: 1980, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 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 CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY It) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH UMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS' SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED.. S SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFOREALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY VVITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY MATH 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 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, TYPE E OR S, Fy = 2,50D PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 1ISL 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 MX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SWMP SHALL NOT EXCEED 5pd- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0FF-THE-NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 316 AND ASTM C9//C94MdOR MEASURING, MIXING, 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 MAXIMLOATUE ALLOWED FROM WHEN WATER 18 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12 PFOR #5 AND SMALLER 2PFOR#6 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPPLIGTION 5¢E ttPE PAGNO REMARKS PPPLIGTIGN 512E TYPE SPApNG REMARKS 1#Pt FURRING TO COKE NARDENEOCOIL N4L112 LCW. 6. GARAGE DOOR BUp( AUSONRYICONC. /d'pA -WP I TAPOJII MASONRY AeTENER 6,. EMBEp,<"ENOpST., ?114'EOOE qST. SGD, K. EXT. DOORS GSEHAfAENEOWIL 9'OC WING(WIIpOON FA3IElEO GARAGE DOORBW( �"�� tP OFlS9'pN d"EMBED.. a•ENDp6T., a T, eEE NOTEe NAILt 1?LCNO. SiPOGEAEO IMOMASCNRYg�NG. TO MA5gA11CU11C. trepA FxPANSON BOLT O.0 11?OW TEDGE qST. vnntpweuac GSEHAROp1EDCOIL WINOONtlCOCW FASTENED CONTACT THIS ENGINEER FOR SPACING 1.Pr, SEE NOTE6 Null lre Lo"G. s�cEREO INro MASOfAWWF1C. unsauiwuc. REQUIREMENTS E%T. SWING— 0.1—A. 1B, if/2'EKIBEO�6"El.q .LOTPTSEENOTE6 WASHER EDST. IT V4NW'NBLCN 0130"PPFx31M" 9"DIG VE-g6T., I1? PTTO WL.. BEE WI 91ER STAOOEREO EDGE pBT. E6 NOTES NO 11. SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOWAND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX 407-7744078 www.abdesigngmup.com L AA M: 0003325 �J u� 47 la C e 3 y Sv)B m & LOT: ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT 04181.04CC-22121 MODEIe 4EBB "1828—CALI" GARAGE BWMCF: RIGHT PAGE: DETAILS 160 MPH EXP. C A rltnm 7/22 SCALE: 1/4"=1'-O" aisEET s NI v Tfm 0 0- 0 - VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAILS lltltLLSYMIL: DESIGN PRESSURE (PSF) RAT*4 AT 10' SPAN (NOTE 2) FASCIA WOOD + INN»simApD]f9xwe°rx0"KYwMM MTAYAIgNIEtH00 KEBNO11paW NET INa[A116A EIa1FN BOARD BY OTHERS efPm1}WMorIlYxMM�l9FW c°DL MDNSAMJN[AwEMD1 a'wYLaOITLFII�a pLLRDnaI ►aRNaL YDE aI Iga•aLaAIAV iea"+. ecroa"w[aNsa+oMWnwFva ic[+�'m''Ew�m} ® TRIM NAIL '- Y »r+E am Fgaa / a-ow[4 NLT/�aa "/n WA INSTALLED THROUGH O7 STAPLES INSTALLED - woi°n+ar4ntuoe>'*+e nLwacwMtl[�" "a NEt s[�D Efm a-o- / �a ,xi/-!D ./s ys FASCIA@ 16' O.C. MAX THRU SOFFIT AND w, W»wancwncWTwL»erA+EevFaero a nww� tr= eAFAroa.vAx wmiwnT n.•.r. +caroro•.rt! rALw / A-a+tlFa •x>/_x, •.+L •.» O STAPLES INSTALLED N IL '+• }""E • •'w•'O"�' OFFIT /0 HEM AND IN VALLEYS DnwtL mRraxDHtWHNrcLAw:DDEarota+wD "a oE! walm wrFrt a<rowq / a-atlroat NLi)-ILt a» afl THRU SOFFIT AT NAIL fc"rte.,nwaA Hv"u� T+sm», +u+oe°e+ HEM AND IN VALLEYS mw.Tpa%vn+i•"�A -. faun/a-tiw[u +xryr° a.» ., ADtoucrcY rye usmcanwiwfa.canc"eTl..neo-n+.nro Fr »Ns•w-o-wrt as �L W»xf"w.w cawaRxanF[.irAcmrolPwNLrw.}ltcWxK "D0°N''n°0° a STAPLES INSTALLED 0. t R EDtrtRwmtD B8GFt41ECPWMWNaxOAan +' /a•bwMl nxi/-p a» w» O, ,1,2„'OD)INJ-CH N Mstt®f1+DDUcrtona Mlroar anwcru+FND»m n OacA •O06JIa Wawa P+Ftlx fpK 9•Lt E OF+s/Al8 W WWC MIN a wr LVL wRD FfBmR mN wWWtr 04 FASCIA J-CHANNELOS WSLOT IN J-CHANNEL awawwam °r me AncHrtecice[Hw•easaf WewsfaRm! F� p Fagy� R+Ftl � a aiem aR Yw LVC Y®6 AE FMaxalm W E gtan� N as AD+ M SLOT .VAGT. � Oa 1+[ FID+p\ wLna aE WL WYM+so" W iht Ofa[x M49wC WtF+a ALDK MAX. s. ��"�acwnDacFfrtanatasa•:cxmr°Rm..cTaK a FQ am a Ica oaot rtmun At to•. + •• wo 1F'. aat mLErF a A+o • WL a[+a[ aNH as+.YaMn+a fN xcwc sw}:m[oN c:iv �ec'�rs WumyLDCD rro uwna w° awlw u. miniwcro! u a¢i a raF m.mn+ airL DETAIL 2X2 V400D BATTEN® s w.uof}w,.e'. qa E °ca«u,[l oaew FASCIA TAPLES INSTALLED O AOCa+orMct Wr}nnectga9Dcpmc"s[TreftcwW.LULDw coat THRU SOFFIT AND w[mic+ i.EvwD�resnm+fit w»+fncruMEMs J-CHANNEL AT NAIL HEM r, srttcaano"snnicemrt[pail+"LrEu[uw marnuwwo AND IN VALLEYS RFnuie fwi4eR wawFe"Ns fvxwnmernucwto WawtEADa 68X3"W000SCREWOR frewnaeDAAwnn APPING SCREW, [rcnnccomwe[wm+iw aw+aiFrea+ro"os BATTEN ATTACHMENT O STAPLES INSTALLED 0 FASTENER SPACED 24' s mriAtwnpernw.acwiA"iaxmnai�enrona+a"[DiMo- 170.C. MAX (INTO .O.C. aHFlr WOOD) IN J-CHANNEL a. irn uillutwWF"Daa:rswntcafWKonris TAME OF CONTENT D.CT OAR (IINTIOL®17 OFFITO otl n rDWwiA.tD rvc.DW°eaco"pwo CONCRETE/MASONRY e ulewwios"roio�rcniw+cµ ut� Lxm aaova "mFs. roLawatlt[ NRWL Wrw LD®1[( ) ® WOO[ CHANNEL KV�waNAVArWIM.»}.tlp»LRDipEEwDmrW0i t1101. 2 aiMYANw •DIE AIRb AWN°LK WFF°{+a fA4M fHDrmm LW6wrnDfanlw. D ��etLrx ow+LEwx aala�wNtw+t tY'MmAm. • q� q�' DETAIL DO STAPLES INSTALLED ALTNiumtl mAaa . ++F1Llai E sw•W fRonE J-CHANNEL THRUSOFFITANDI 0"rn rD [ALns nloetFa / aotl HEMAN D I AT NAIL FASCIA MEAL AND IN VALLEYS VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS O SOFFIT 30J-CHANNEL NFIAI{AENNL9» IDES" PRESSURE (PSF) AT VAIRM SINGLE SPAN UINGTNI . FwvlWIDTNLI ANL1 _ Li, iMEY»TK+ARDMCpOS95ECTNlfLMNWW ONaHEET6 aAHD•OEHCT Bwo1E lE'lEM1(45CIDFq a®MNNfaHfT aFNA9 fbR[AVa CONai"tl[iPol•R TNUE.WODb fRAi[NGiRE1iFE4 y,p LyW OFRAMAfION WEKROBOVEAWNGCa+fAYMATM]NL. NIwFVFRS»LfA1F1 R0Ta1Yi (NTALLAIWLai�ftl"tlw lNy»a[ 6DrFlT MLTKUSFNiTOT45EWW1cUMTW60NLY AaLWIG KawL»1M 1•"�'.L. AFFT AS»WFa1AE°+MEaEMsaND9ixwlMTLARE wwiMFD. Y •6CWOLF Na -O.3 .> aFf TKRFo,t rH»ANfFrfD"L.K»a. AWn" Aac Fat iO.D M eaco-6ae xesu 2. aYS1KulWR FALtE1E1» AL<1 fa.6 1 -aDD 11. fA9 +OftHF 9M f OfO�.D6 ANci 9MlWN 6aC Da[ 533 •➢.6 Knf e'nse w:»'na RFroi Mro IEi LG-i ail 1,.1 BIE N- 8al Di[ + 16 6.2 :. N6wkAl E. EOM6NTE%0.9ATf ALL1-168 wl L."m rO ALC _ ab i.9 aYUOCJ F[MK FNCL'vENFEA ANC LxHN MOO OILTANCEB BNKLBa LVCRTO Y O}c Daf a) Aa ST. fA81ENER1E1WN1OM+WYNOI T+EIiaiAWTgHDETALODD[Wt TAxENIrO A[:CpI"T wKlfa4&iEa. wALL Fw1A1 ALCIFMFbB awLL E AglFptD rHE nfwwFD•.s>F.rntE+Grwsw:FfASTly["sc�FtAw[otlTxLUFFT, it Tlsu4ruu-o-wn7golawne+fam Au fAsnlExs sHKl"AvtwRwMaN REa»rANrcwrHDS DRaE MADE of ""'M�TO" I C(MFRDwOro E.9mTA"iau+EFSKSfAWA}HEw1MiFEa4aerMTE W}f1+W4. ��. ETA11fAT»LI/ MYw ''MWWwi E BLCm DLC - El � 5a) AiC f6t VI M ALAW f 6F Oa[ M - .a ifi fEfl O6Cm DLE SIS a Y.5 .. ALL flj�4L3 • N 16Cv D6FD6F t ]8 � �aDS Aac ++>L M aaco- DaF -Fa• .if . FASTENER SCHEDUi.E _T Q°[N stAWt Y F 'wE wMD ,/r 1/1 N.sW"aDunW A N. a• W r[nsN ftAC4. w1W +-i/[' s/C gee Wa wNF a-+/•• +/R• .0 .roa »on Yti E • �An wiam A. �. M fAFNa4I W Owfn1M uW"m RD, af10 R0.09 .7 .165 0. 1B 0. 6 149" 0.042 1.54- 1/2" J-CHANNEL/TRIM 1.5 VINYL (No. 1100) .022 E.2 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEWIE VWYL 80FRT FASCM sowsJtF1AN1EL 12' TRIPLE 4 SOW NO. 0623 SOW SOFFIT 12' TRIPLE 4 FULL-O-VENT 112' J-CHANNEL 4' FASCIA NO, 0622 VENTED SOFFIT 'Mari NO. 1100 ALUMINUM NO. 9700 12" TRIPLE 4 FULL-0-VENT EOD N0. om VF2aTED SOFFIT %V-%_ Lwa1L-V 8LL OF MATERIALS ' acfrn - u w�mat a mnaa Rw DLfxsWs F. asFns . a :oHwo - 9ft DI...L Di aam i • fAxro - >a LA»[n a atm , HDI[ » oR sm + s w69afilri"wf +-+/+• T-w roE GL+Lic+[ ARD srtn ° OAT]• ollatRlt [ 1-a/•' iwN Wa flm , if a Y VIC 1116111 ERoa1f sTME 1• NN Um" Sim 4 arm. L sRu » x Y 11oFww aAZW rznF - x - Q•1 +wt FNOD a Y FILIwx .Doe Hard - 90 . a4 wL Lou6 v a wa Lim kb DETAIL E J-CHANNEL BATTEN STRIP ANCHOR IM 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI / BV OTHER EMS. BATTEN HANNEL 3O v DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR tOd NAIL AT EACH S/J TRUSOIST/ RAFTER LOCATION NOT TO /RUSS/JOI gY OTHER EXCEED 24" O.C. INTO / INSTALLED(21WNSTALLATION SCREW, THRU SOFFIT AND ATTEN ATTCHMENT 8 rSTAPLE6 J-CHANNEL AT NAIL HEM AND IN VALLEYSAX ASTENER SPACED 24" S O.C. TAPLES INSTALLED 0 11 1 X2 WOOD BATTEN 2. O.C. MAX (INTO BATTEN ® OOD) IN JCHANNEL LOT OR T44ML 017O SOFFIT.C. MAX. (INTO NSTALLATIONSCREW, OS J-CHANNELONCRETE/MASONRY) EN ATCHMENT .,MAXFASTENER SPACEDCTAPLES INSTALLEOGDETAIL C17 O CMAX (INTOWOOD) IN JCHANNEL J-CHANNEL ETE/CMU OR OSLOT OR T-NAIL ® 12" O.C. MAX (INTO WOOD (NOTE 1) CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1; MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN'L' SPAN'L' AVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; SOFFIT OFFIT CMU OR WOOD +� SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'd SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA O FASCIA END J-CHANNEL 0 WALL AND FASCIA END - at aN r 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 ua m a1N aF di v pLTAL A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - N0. 622 aN qiY 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 144i N. RONALD REAGAN BLVD. FM: LONG WOOD, FL 32750 407-774-6078 FAX: 407.7744078 www.a bdes IgngrotI p.com AA 8: 0003326 ZZ a y d V' BLTHDM AF LOT: ABBOTT PARK LOT #22 BLK #12 PHASE ff4C PROJECT* 04181.04C-22121 MODEL: 4EBB "1828-CALI" GARAGE 8WMG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C EB /1 1 D � 02/07/22 BcALE: 1/4"=1'-0" BHEET S D 1 GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FICA), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS, MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 'I INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: • INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. FIGURE 2 MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER FRAMING MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA MEMBER PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT IBC 2304.9.5." I� LEAVE APPROPRIATE GAP AND CAULK IV FRAMING MEMBER H-J( t5A I I MN NG ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT I 1" FROM END OF SOFFIT e 3/8" FROM END OF SOFFIT 0 FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 'E OF SOFFIT . N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 14 �I�I�II�II� 9tMDIV. as LOT ABBOTT PARK LOT #22 BLK #12 PHASE #4C PROJECT* 04181.04C-22121 MODMIU 4EBB "1828-CALI" GARAGE 3WMG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C -M NO 93723 DATB,R 02/07/22 aHEET SDI 15p- U1s83 Cif k4or}a, 2�1a2s,�— �`115 5CL:l Clow W w