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Home My WebLink About7543 Sail Clover Ln99 99 1828-4EBB-CAL1 HOMES 12602 TELECOM MRIVE, 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 -na mA B Mmm CO)�, rrg mop ( ) -AM 10M AM RATE CODS -OCCUPANCY - RE5IDUT1A1., GROUP R3 -coNsrRUcrlox TYPE - ve 'MIN. OMMOR FRUSH - CLASS B -RASIC cram SPEED - Vult=160 MPH Vasd=IPA MPH -EXPOSURE - c .I -STORY REMENCE - .2-STORY RESIDENCE -MAX HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE [AV, LAVATORY A/C ADJUSTABLE M.C. MEDICINE CABINET A/C AIRCONDITIONINGLUM MEDICINE ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINMIUM HD. BOARD M.T. METAL THRESHOLD CL CENTER LNr MID. MOUNTED c CFILIM N s_ FOTTOSCALF CLR. CLEAR DC ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON CT CERAbRCTILE PH PHONE D. DRYER PLT PLATE DBL. MUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM DIMENSION R RISER UP. DEDISPOSAL R.A. RADIUS DP. DEFY RA.G. REFRIGER RGRII.L DR DOOR REP. REFRIGERATOR ns. DETAIL uT RM. ROOM DEL. DETAIL R.O. ROUGE{ OPENING D.W. DISHWASHER s.C. SOLID Con EXTDR EA, EACH S.D. SMOKE DETECTOR ELEV. ELEVATION SIT SINGLE HUNG EQ EQUAL SHT SHEET FXEXHAUST SHTHG. SHEATHING H. EXT. EXTERIOR SHWR. SHOWER FG/FX. FIXF.DGLASS SIM. SB49AR TO. FUEL GAS SL. SLIDING DING GLASS FL FINISH STD L STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL. F G FOOTING"° R IV" TEMPERED GLASS GA. GAUGE THc. THICK GAR. DISP. GARBAGE. DISPOSAL T.O.C. TOP OF CURB G.FI. INTERRGROUUPTER rcBeculr TOTS. TOP OF LAB GL. GLASS TYP. TYPICAL GYP. BD, GYPSUM HOARD U.N.O. UNLESS NOTED HB. HOSE BIB OTHERWISE V W CORE P VAPOR PROOF C. HOLLOW H.C.G ED HEADER HGTORHT HEIGHTWi WASHERW1114 INSOL. INSULATION WD. WOOD INT. INTERIOR WDw. WATER HATER w.L WROUGHT IRON DESCRIPTION CD'SISSUED ARCHITECTURAL SHEET DESCRIPTION 2011 FBC LI'DATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN ALL WORK SHALL COMPLY PG Pl—PLUMBING PLAN CODES FLORIDAWITH p LORIDA O CO PG Ml—MECHANICAL PLANATIO BUILDIN OP PG Dl —DETAILS 1 Y/ 1 Lys C PG D2—DETAILS ND T Alf" C PG D3—PRODUCT APPROMDII�I�HfV PG WAi—WALL ASSEMBLY DETAI L PG WA2—WALL ASSEMBLY DETAILS EXAMINER PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS rDA111 CDSRE-M&W WINS. ELEVATIONS �'AT 'ADDS CDSRE- D FOOTING REVISION PER It BODES �,,,,� CDSRE-�gp �® FOOTER AT GARAGE DETAIL (FORT MYERS> 02Mfa PLAN MAINTENANCE 03a8/19 REVISED LNTEL SIZE AT FROM ENTRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FP. CAI,C. S m4rt4)I9 ADDED ADDITIONAL RECEPTACLE N GARAGE PER WILL BATSON (I'ELBJ �4A USED, AC VOUPIES ON 5GFt CA,LC SCHEDULE (MBJ LWM I,s28 sa FT. GARAGE 430 BGL Fr. ENTRY 16 60. FT. LANAI so sa Fr. TOTAL 2-62 so. FT 06AM ADDED 'EXTERIOR MOW DEEP FOOTEW DETAIL 12/&L4 (Oft) evavra ADDED LED Lr-4n • KITCHEN 4 BATH PER MAW BOSES ®VISAS ADDED STQ$ OPTION ELEVATION C 4 D (TAMPA) own ELEVATION TV SONG -ADDED LOUVER • GABLE ROOF 1045/g AWED OPT. W-O' CEILNG NEWTS °0 REPLACE LISP coNNECT°Rs Iota`011O� �m �� RADON PLAN Dd �t510N8 04/091I0 OPT• W-O' CL.G• HOT•- ADDED LED L&4T IN FOYER v4M9a® OPT &-0' CLG: W.T.ELEVATION V- REVISED HEKM OF ARCM AY 05jesm ADDED ELEVATIONS •L' 4 tr (Oft) STRUCTURAL SHEET DESCRIPTION VI/SnV ADDED ELEVATIQ181'1G'-T'N'-T15'(ORL) Sl —FOUNDATION PLAN PG Sl.IA—DETAILS REVIEW C1f�TE �; (� PG 51.2-DOWEL PLAN CITY OF ZC Hi l i PG S1.2A—DETAILS CITY �, E.� I PG S2—LIFT BEAM PLAN AND PL/'Ct'W EXAMINER PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.113—DETAILS PG SNl—DETAILS PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LTABDATY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WRL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TAMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %QNSTRUCTION BASED ON THE DRAWING SET. OIADU2I MO FBC I��DATE 03/OMI ADDED SOFFIT DETAILS Mua�a1 ADDED ELEVATIONS N' , b TORN) Mxavtl ADDED SroFaE OPTION ELEVATION �• rl•ELBOIidE) o5/OIal ADDED ELEVATIONS'P' 4 •Gr (ORL) i9WMI ADDED DEN OPT. (TAMPA 4 Fr MYERS) ObAOaI ADDED 2O' FOOTER OPTION rtAMPA) IM121 ADD FRENCFI DOOR OPTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigng-up.com k AA A: 0003325 M i a c suBDIV ac LoTil ABBOTT PARK LOT #8 BLK #12 PHASE #4C 04 4C-08121 MODET- 4EBB 828-CALI" GARAGE sTIMCF: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE 1N COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 5 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 B' 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. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8114CHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS AT71C AREA BY NOT LESS THAN 6 -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 b -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLE MN 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 LIMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM u " PVC (SCHEDULE 40), INSULATED WITH S "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. 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, a' 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, 1/7 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-C1O63-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-G1063-19a & 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 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP48 SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONAL.D REAGAN Bt LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroupxom AA is 0003325 t y a ffi'i 6a G7 � oICO COMM Ell 8 W O S stmDIV. & LOT: ABBOTT PARK LOT #8 BLK #12 PHASE 4C PROJECTNp 04181.04C-08121 MODEL• 4EBB "1828-CALI" GARAGE SVMG: LEFT PAOE: GENERAL NOTES 160 MPH EXP. C %% \ PA NO 93M V J DARTE: 12/07/21 scALE: 1/4"=1'-O" SHEET GN 3Q'_A• I -- 01Et�1�!o �� o'ItEt�tEt�� o'ItEliatEEtt o � olt��tt,o � olo o I M /1 - � - 1 n i r � p 0 • ;:11' 11 o�llio - - �- a1��ttElo 0 M C c7 • - .T no - -_� !� _ Y - A *,IV - - WE to O � - ;Ui'/1 ® ` F�■:�' ATTIC I 'V - BOLLARD-i - AS REa - - -PER.� -CODE - - F - _oGMAGE- - - UI' 11 8 = - Wotltti',o d1�tUtlfo oll�tt;o o'IE�lio FLOOR PLAN SCALE: 1/4' . F-m' SQ.FT. CAM'S Lhl3Ya IA28 Sa FT. GARAGE 430 Sa FT. ENTRY Ib Sa FT. LANAI 85 sa FT. TOTAL 2362 Sa FT. OO WffAIDU:t100 V*IDt0= OW SD E7r091E ICR 3 =E W ID GM aum NOTRE WE MWHWDOiO Fowl® MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR, MIN. CRITERIA SCsD. / FROR 43 5 303/-38.4 MIN. CRITERIA ibmlm O.W.D. Iq 5 283/-315 12'XI2' SOFFIT 1 5 313/-4S.% BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=C, BEAN 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- OONRIOLDAIDWAO lz D15L. TOP PLATE 0 m BAR DETAIL HDR. DTL. A SCALE: IR'.I' B SCALE: IR = t' NOTE: HEADER FINISH TO BE PER C0MI"INITY STANDARDS NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR LW RETURN PLENUM AND RETURN AfR (3MLLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EGUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIWESS, SOLID OR HONEYCOMB -CORE STEEL DOOR $ NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. UN ' N' RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdestgngroup.com AA 3: 0003325 d a Y C C C C svHDIV. Z I.OT ABBOTT PARK LOT #8 BL.K #12 PHASE #4C PROJECT# 04181.04C-08121 MODEL 4EBB "1828-CALM" GARAGE SUING: LEFT PAGE: FLOOR PLAN 160 MPH E C CI AA NO DART E: 12/07/21 SCALE 1/4"=1'-O" SI;EET Al AREAOFA111C - 2W SQ. FT. NET FREEVENTIATON AREA REQUIRE 1/am REQUIRED VENTILATION AREA - 2364/300 7.89 VENTILATION AREA X SQ INCFES PER FT. 1144} - 1134.72 SQ. IN. MN. REQUIREDVENTILATON - .5% 1134.72 IN UPPER PDA"ON OF ATTIC 567.36 SQ IN. PER VENT OFF RIDGE VENTILATION AREA 1IS S - Q IN. «/-18'-4' BLDG. HGT. S6736/115 FYPON LV12>04 OTAL«OFVENTS REQUIRE - 4.933w OR EQUIVALENT12 'AREA OFATRCIS THE PERIMM OEN_ G� BHIPICaLE ROOF EXTERIORO WALL TO MERIDA OF ANO OVERNANGS INCLUDED) NG LAP SIDING AS OFF RIDGE VENT SPECIFIED p2- (TYPJ '11-- 4' FRIEZE BAND (TYP.) b' TRIM BOARD (TYR) A 8'-0' BRs. HGT. 8'-0' BR's. HGT. 8'-0' Em;w. W.T. 8' OPT. COS ACH ;a 1 0.*'X"' FYPON DECORATIVE ® I SHUTTERS I ❑ EQUIVALENT 9 r i0 iA B I I eD m I I TYP. D LMLI (�' RAISED BAND (TYPE ( I 0'-0'_ �'-O'FIN. FL_ 0'-O'FII-L I I_ _ -0' FIN. FLRFIN. FLR FLR 0' 8'-0' BR3. HGT. r-¢ 0'-O' FIN. FLRfi, -r- FRONT ELEVATION-C SCALE: 1/4 . F-0' TEXTURED FIN18H NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE T I�b OFF RIDGE T REAR ELEVATION-C SCALE: 1/4 . I'-0' TEXTURED FINISH 8'-0' BRG. HGT. ip 01-0'FIN. FLR FLRO'FIN. FLR LEFT ELEVATION-C SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT El F-1 m -------------------------- ----------------- RIGHT ELEVATION-C SCALE: 1/4 . 1'-0' TEXTURED FINISH DECO. * A scaLE: l/2 . r=min . r�0- wl- 1441 N. RONALD REAGAN IOLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 V W S STJHDIV. de LOT ABBOTT PARK LOT #8 BLK #12 PHASE 4C PROJECT# 04181.04C-08121 MODEL.• 4EBB "1828-CALI" GARAGE SIFMG: LEFT PAGE: ELEVATION "C" 160 MPH . C AN NO PRINT DATE: 12/07/21 scALE:1/4"=1'-0" SHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DS,v OUTLET 20 APIP SIMMS POLE nw OuTLfft SOV OUTLET ON TRIE D TOaPO ITCH Orl IIOV OUTLET NUMPM U°1 IND FAUL NtlRPTOR (TAMPER RE9STAM TTPE) 220v OUTLET (u IIIE mMCTION -Fa- NIA E)IT YYTERFROOF OROR'O FALL.T -ice- fiP COTLET NIEIEEPIFJ! ewtcH 811I104 3-WAY OPER BWTCH 4-UWY OFER ^$4 F , WALL MOUNTED \J LIGHT CELNG LOW © LED CLG LIGM LED VAPOR ©yp PROOF I.ISNT O VP VAPOR PROOF LOrt OQ IEcaeaED CAN eVENT. FAN IGRI PER SO. IT. vEtT.PAN IWLIWR I-- SS, FT. VANITY FIXILLE raP'ecs Tao BY FLdORI 6. L 2-19 ELLA WRAP, ® AROUND tom) 41' PLUOIRESCEW 2-eua PKAP Fe LOW AROUND 2' FLUORESCENT F 4' AwmaSCBQ p •-o--e-7 X 4' TRdOC LIONT o PA1EL sib METER 0 S.D. B'KTC[ DETECTOS SIL.NS� I i I Wy.L MOUNTED 910E DIIEGTOR MATT eed[.Ir ®SAD S&MamOTE OETEOTOR SHALL EE A DMTANCE OF NOT LEM TWN 4' '� PBDANT RAL(T NAMMIAL one . TELEPHONE JACK Iw WATER ro Y E evetED AIR DECON SCT 2wv aeE Aw oN FE TELEVISION JACK cEe w BOX OJ-em TO of SUPPORTED N ACCORDANCE W/ ISM MARLED Ae SUCH FOR ORLNG am TO @ SUPPORTED N CELNG PAM&JG T ACCORDANCE INS SOX MAISKED AS SUCH I = �pd4 24' INCANDESCENT LIOHT SIR". nnnnnn %' HGODNCBNf LIGM STRP nno 4W INCANDESCENT LWIT STRIP FLOOD uGNFT KP OPT. Sammy 1¢YPAo • PU0. PION -BUTTON I = cwrmo USO FORE • LOCATION OF TV JACKS M PNOIE OUTLETS, M FANS TO BE VERIFIED • HOPEOIFER PIE-CONST14=10N M .Etm • ALL B K 20 AMP ERANW CIRCUITS TO ME ARC FAULT PROTECTlD PER ELECTRICAL PROVRIO! OF P&M CM20)4b=20n • 20 AMP DEDICATED LAUNDRY CNR=t • ON • ISLAND (NOT ON KITCNIN CIRCUIT) • DISHUAS ER DUGONISCT TO BE LOOKOUT N PANEL • BATNCOM 004"T PAN TO NAVE MIK CN•AICITY OF 50 Oil NTEWI TENT PER ELECTRICAL FROVIEIONE OF SECTION MBOU (29120) • LAUDW ROOM AND DENWANEIE RECEPTACLE SHALL GE GROUD FAULT CIRCUIT-SRERRS•TER PROTECTION FOR PERSONNEL ON Mom • WRNG METHOD SHALL BE NM METALLIC CABLE FM ELECTRICAL PROVISION & OF PBOS ,TH ED f20M1 • ALL WOW TO COMPLY OATH ELECTRICAL PROVINONS OF THE RXQ83W ED M9= EFFCE)CY) 2=0. TH. lDITI(N RADII LANAI LIVING ROOM CEILING MTD. LIGHT WIRES`. TO BE CLG FAN , I \`J INSTALLED, BDRM.#i PRE-UNRED (i / COG FAN FOR '-J-8OX c-pi I OPT. FAN PRE -WIRED \ \ CLG FAN \\ ` I I DIR OM SD. I 1 qp lly • L LJ ------� - �'BWITCH IN -- CABINET \ \ L 1 I Syl C I / W.i.C. CTFI L _ _ - - - L GFI - �/ OUTLET 1 DW SING / FOR DW JaTCHIN G' GFI / � - �PAM -RANG.E/ I GFI o ---- BDRM.0 C. > / Eli WII'aE W/ OUTLET FOR III I FUTURE MICRO PRE -WIRED 0 S O �/� III I CLG FAN III DRM• 3 I RA I /\ I II i - - I / PIZE-WILD - I / CLG FAN GFI R O 44•AFF. B. FOR I S,p. I V / GARAGE I a / / 1 1 1 BOLLARD F I --_ AS RPER / L BL CODE WALL MOUNTED / ®I 1 iATH2 LIGHT W/SWITCH IN ATTIC / GFI METER OUTLETKEYLESS FIELD VERIFYLOC. FIXTURE a \ \\ BDRM.,f2 IRRIGATION OUTLET • FOYER — �`•'� 48' AFF. I GFI ARAGE ENTRY C' J \ \\ I PRE-WILD CLG FAN -------------------- OPT.--._---------------_.-.� COACH LIGW ELECTRICAL PLAN SCALE: 114' • I'-0' I I L I I I I 9 I I I I L I LED LIGHTING C DOUBLE LAV. BATH •I 150 AMP ELECTRICAL RISER NOT TO SCALE. WD4011AL NOTE& A ELECTRICAL MATERIALA AND INSTALLATIONS SKULL COMPLY WITH EL.WTItlCAL PRDVINO a oOP TIE PBCR TIH EDrcIaN (2020). LOCAL AND D ALL LOCAL POWER C 11PAW REQUIREMENTS, B. ALL CONDUCTORS SHALL GE TYPE TNN(nIN ULIM NOTED OI ER)S8E. POUER COMA TRANBFarIER FIWh DE E0 AMP, 004N0 VOLT, I PHASE SEGO DARK ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CW N 1-IR" CIA SCHEDULE S0 PVC CONDUT OR PROVIDE 3 QAS ALY1►aMI (AL) N T' DIA GC EDLL.E SO PVC CONDUT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC C0PIPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO BID. / I L• I I I LED LIGHTING C� SINGLE LAV. BATH 4 PROVIDE 34M CU, "" • FIS CU N 2' CONDUT OR 3 %W AL. TNW • IY• Ol N 2' CONDUIT OR 2AV AL BRA (CONDUIT TO TERMINATE ABOVE SOFFIT • 0VE014NW corEFUTION SERVICE Eo AMP DISCONNECT SWTCH AND I20R40 VOLT M ELECTRIC METER IN I FM(ASE NE1A 31S ENCLONIIE PANEL ISOA)2P i TRE" OE SERVICE CABLE TCLCVINON E1TIi.BICE SERVCE winumcS EOUH'E T SOUST'EIT NTERDYeTEI momom TMMNAL AT LOW VOLTAGE CONNECTIONS 1 K CU SERVICE GROUND CONNECTED TO CONCPRM ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PECK TTH EDITION S)S" DIA )(III PT LONG COPPER CLAD CdQCL D ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA%: 407-7744078 www.abdesigngroup.com AA #: 0003325 J W W a 1A W f O $ I sxmDrv. de LOOT. ABBOTT PARK LOT #8 BILK #12 PHASE #4C PROJECTp 04181.04C-08121 1[ODEL 4EBB "1828-CALi" GARAGE 5VfMG: LEFT PAGE: ELECTRICAL PLAN 1)0 MPH EXP C 0 A fm NO 937 PT rE: 12/07/21 SCALE: 1/4"=1'-0" SHEET E1 ■ PLUMBING PLAN SCALE: 1/4 • P-0' 2A 2 VTR I\ V2' I/2' �T( 1 ' 1 2'. LAV �(4 I I I 2 2 WASHER el a ' KITCFIEN SINK W/ 2 AUTO VENT i ini PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 �FAX:1407-7744078 wbdesigngmup.eom #: 0003325 a a b FIL M a - W f 00 S om SLTHDiv. at LOT: ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJECT* 04181.04C-08121 MODEr: 4EBB "1828-CALL" GARAGE OM MM LEFT PAGE: PLUMBING PLAN %180 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICMG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SQL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATNG. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 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 MC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 'lTH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED M ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % 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 DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL Nam: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3Ab`X2' TAPC0NS WIT SIMPSON WB ROLL STRAP >C- OR EQUAL CEILING EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB �8XI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUIDN AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER VMECHANICAL F'BCR 1TH EDITION (2020) SLOG. CODE SECTION -4012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COUNTERSUNK C.O. PLUG � � --SEE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.Vr_ OPTI/SPEC nFLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN ■ MECHANICAL PLAN SCALE: 1/4 - I'-0' NOTE: ALL MECHANICAL EQUIF7'1ENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. /I 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 F b x a 2 sysDiv. ae LOT ABBOTT PARK IAT #8 BLK #12 PHASE #4C PROJECT# 04181.04C-08121 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE. MECHANICAL PLAN 11-60-MIPIHI EXP C C1 • t x DATE: 12/07/21 SCALE: 1/4"=1'-0" SHEET 146 M1 2X4 TOP PLATE PLAN 7 PRE -FRB TRUSS W'CLG. BOARD V2' DRYWALL R • i SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL A 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS 024' OG rvVIL: AIUL..V IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' OL. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a:)TYP. INT. WALL (NON-BRG. ) D1 SCALE: 3/4'"1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.11 ROOF SHEATHING, THICKNESS AS PER SHEET ONI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS 7 f7= MTL. DRIP EDGE 2. FASCIA PER—/ A '-0' ELEVATIONS TYP. oN. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRL L —mar �35AY opt Ill' DRYWALL --"' ALL we, TOP C 4AN.IEL (25 GA.) COPPER DEAD V21 T11m 2 COAT S• CtY AEE PI.. & STIMCTURAL FOR PLASTER APRR?D 1/2' DRYWALL Plommr To KST�OIRCB,Nr rtASC�AtT PACIMD 3 5/5' OR 5 3/5' METAL STUDS AT TO ALL 24' O.G. 20 GA METAL TO BE CELJ. AS PER INSTALLED IN WALLS AFf9WOT REG RECEIVING UPPER/ LOWER 3 5/8' OR 5 CA" mm �u CA15MTO AND TUB/SHOWER 25 3/8, BO•n'OM DACKM ICD GA METAL TO BE INSTALLED CWAFINEL (25 WFATWIN STRIP IN ALL OTHER WALLS. STUDSL1! SECURED GA.TO MaLDN6 ALL BE SPACED IS' Oa AT 2ND TO CQNG rPAC RAM H0R—w D wwFJ FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' ceu TRACK DleagQTS STAIR WELLS AND BATHROOM PAP A TO y'�TI'•04eD- TRACKED To WALLS W/ TILE FINISH WOOD FLOOR W/ V4' WOOD ruoo s+Re RGOD JAMB FM TTROOICT eiALV. ATEEL ar>gs�o 000R APTR9vAt REGL T r D7 Or1EllS WOOD BASEBOARD SCREW BY PIAL D TVIRMAL OR« DT MAIF. Roar iRAOC LILT DEm FWTPVRovAL A REO. FINISH FLOOR 1-STORY TYP. INT. WALL 28 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS SCALE: 1I/2',I'-0' 1A METAL STUDS NON-BRG. D 1 SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR W5.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER OA 5/V GYPSUM BOARD- FASTENER SCHEDULE OR 1/2' INIGH STRENGTH CLG. BOARD I STRUCTURAL SEE ENERGY CODE FOR -IS Fez PRE -ENS TRiU88 INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —Tra R=FE�E STRUCTURAL lx2 P.T. FURRING STRIPS • 24' O.G. 1/2' THICK, 2 COAT PORTLAND g• CMl CEMENT PLASTER APPLIED I/2' GYP. WL. BD.DIRECTLY TO MASONRY � WOOD BASE L�"1 W/ WINDOW OPENING ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16095.1. /n1 TYP. WALL SECTION NO OPENING NOTE: 4 1-STORY HIP BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF D1 SCALE: 3/4••r-O' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF A5TM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT UNDERLAYMENT SECURE W/ (V 12d NAILS AS PER FBCR WSJ.. AS PER FBCR 905.1.1. • EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKNG BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNLSECURED PER SHEET SNL SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MA PRE-EW3 WID• TRUSS AX. 2x FASCIA PER ELEVATIONS o. ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING STRUCTURAL 2x RAT RUN SECURED PER THICKNESS AS PER STRUGIURAL DETAILS / WALL SHEATHING SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SN1. SECURE PER ON SHEET 9NI PER ELEVATION FASTENER SCHEDULE PRE-ENG, GABLE TRUSS 5/S' GYPSUM BOARD OR 1/2' ON SPIFFY SNI. WISH STRENGTH CLG. BOARD PRE -ENS. GABLE TRUSS WEEP SCREED WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRINCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24'Or_. 1/2' THICK 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT ,cm WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR FIN. FLR. B' cm ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ° a 1TH EDITION, SECTION R301.13 AND 16095.1. W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE r511-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. p!r_ 1: L. IS N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 a rq 1MMC ti SU BDIV. de LOT ABBOTT PARK LOT #8 BLK #12 PHASE #4C PURoJECT# 04181.04C-08121 MODIM 4EBB "1828-CALL" GARAGE BVWG: LEFT PAOE: DETAILS 160 MPH E n lir_: .• Tt DATE 12/07/21 scALE: 1/4"=1'-O" 81-MET D1 TOP: 2X6 P.T. • CENTER OF DOOR HEADER SECURED LLV (V 112' X S' OL J-BT WV 4• MK E'BEDFQNT UV 2' X 2' X VD' WASHER 4 NUT OR W/ (2) 1/2' X V ANCHOR DOLTS W/ 4' MK EMBEDMENT W/ 2' X 2' X 11 ' ,Case 4 NUT B F� cTRE IN TO BLK Wf B IN 114'TAFIC0M 1 VY Ef B' ED. B' OC, 4• END DIET. 1 1. EDGE DIET. B 2X6 GARAGE DOOR BUCK SECURED B UV (6) V2• XWASFER O' J-BOLT OR ANGIIOR BOLTS. 0 4• MK EMBBEDMENT. UV 2' X 7' X 1/S' 4 NIJT. (U WTHINN B' OF TOP, (V WITHIN S' OF TM STM. B (3) EVENLY SPACED. B B B NOTM ALL ANCHORS SHALL BE N ACCORDANCE TO MANPACTUREW5 INSTALLATION N8TmUGTIONB WERE R1P11 war4ar_nOuw e4fe wrwC wtnereur GARAGE DOOR i BUCK ATTACHMENT YNl. N'•fI ev cm V1' DRYWALL ix4 P.T. OR 5/4'X4' MK SECUE THOU FRAME 4 ❑ I'X4' EXTEND 1-114' INTO P.T. HALER BLOCK W/3/16' TAPC0NO DOOR CASING MK SHANK SIZE J46 MK HEAD SIZE 300 MK EMBEDMENT I-V4' WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 IS' OC. MAX 8PACNG ATTACH TO 2X PER MAI, FACTURPO DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 11W) DOOR JAMB TO BLOCK +3/4" OR +5/4" DOW TO BLACK +3/4" OR +5/4" ow 2X4, _ BECIRE TO BLOCK Wit 3A6'TAPCONS MK SWANK SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 W OC. MAX SPAC W 2X6, SECURE TO BLOCK WK2)SAW TAPCON6 (MK SHANK SIZE J45 MK HEAD SIZE JIM MK EMBEDMENT I V49 B. cmWITHIN S' O' EACH END 4 IBM OC. MAX SPACING. IR' DRYWALL 2XS, ® El 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS MK SWA K SIZE J45 DOOR CASING MK HEAD SIZE 300 MK EMBEDMENT 1 V4') WITHIN B' OF EACH END 4 IBM O,C. MAX SPACING,SI"' DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACT4E8 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +l 1/2" LJn11DNDOR TO BLACK +1 1/2" 1°� 3/4" BUCK CONNECTION 2 T BLK LK DETAIL 2X4. = SECURE TO BLOCK LLV 3/16' TAPCONS [MK SHANK SIZE 145 MK HEAD SIZE 300 MK EMBEDMENT I V4') WITHIN B' OF EACH END 4 IS' OC. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3/16' TAPCONS MIN. SWANK SIZE J45 MK HEAD SIZE 300 MK EYBEDM®R 1 V4') UMT14N W OF EACH ND 6' GM'1J 4 IS' O.G. MAX SPACING. V2• DRYWALL 2X8, ❑ SECURE TO BLOCK I'X4' WK213/W' TAPCOHS P.T. NAILER MK SHANK Sig J45 T/I6' OAM X 4' MK MK HEAD SIZE 300 MK EMBEDMENT 1 V4') DOOR CASING WITHIN B' O= EACH END 4 W Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS WEEDED TO PLUMB JAMB (00 NOT EXCEED 1,14') DOOR JAMB TO BLOCK +1 15/16" @maq R TO BIACK +1 15/16" 2X4: = sECUE TO BLOCK UV 3/16' TAPCONS MK SWAM SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 W Or- MAX SPAC W- NOTE• STRJCIIRAL 2X MUST ISE 2X6, = ON OUTSIDE 4 SECURED SECURE TO BLOCK THRO" NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MK 1-1/4' (MK SHMK SIZE J45 EMBEDMENT INTO BLOCK MK HEAD SIZE 300 MK EMBEDMENT I V4•) WITHIN S' OF EACH END 8. 07U 4 IVOC, MAX SPACING. 1�' DRYWALL 2X0< ® SECURE TO BLOCK MX4 I' WK2) 3/16' TAPGOWIS P.T. HALER MK SHIAWK SIZE J45 DING oom CAS MK HEAD SIZE 300 MK EMBEDMENT 1 V4') WITHIN VOF EACH END 4 W O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +2 1/4" /11RND011 TO BLOCK +2 1/4" 2X440 SECURE TO BLOCK W/ 3n6' TAPCONS (MK SHRANK SIZE 30 MK HEAD SIZE J00 MK EMBEDMENT I V4') WITHIN V OF EACH ETD W' OC. MAX SPACNG. 2X6, SECURE TO BLOCK SI W 6 2) SAW TAPCONS GNAWK SHAZEE J45 MK HEAD SIZE 3" MK El EMBEDMf 1 114.1 WITHN S' OF EACH ETD 4 W OC. MAX SPACING. 2X0, Emm SECURE TO BLOCK WK2) 3A6• TAPCONS MK OWAHK SIZE 145 MK HEAD SIZE 300 MK E'IMEO EM 1 1,141) WITHIN S' OF EACH END 4 w or. MAX SPAGNG.� NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') IV Cm .VY DRYWALL CELL TO BE POURED SOLID UV ZAO0 PSI CONCRETE RENINORCED W (U 45 VERTICALLY I"AW P.T. NAILER .m. CAM X 4' MK DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN FACTURES DETAILS. DOOR JAMB 3 TO BLK DETAIL 2X4, = SECURE TO BLOCK WCAV TAPO" MK SHANK SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1 1,149 WITHIN W OF EACH END 4 W OC. MAX SPACING. 2X6: = SECURE TO BLOCK WK2) 3/16• TAPCONS MK SHANK SIZE 145 MK HEAD SIZE 300 MK EMBEDMENT 1 114') UNT14N 'OF EACH END 6' Cm 4 is. OC. MAX SPACSI's. W'DRYW4LL 2X8, l2s'D SECURE TO BLOCK WK2) 3/16' TAPCONS P.T. NAILER MK SHANK SIZE J45 DOOR CASING MK HEAD SIZE 300 MK EMBEDMENT 1 1149 WITHIN S' O: EACH END 4 w O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTJRES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +3" nrannMr •rn nrnrr +v^ 2X4. = SECURE TO BLOCK UV 3/16'TAPCONS MK SHANK SIZE .145 MK HEAD SIZE 300 - MK EMBEDMENT 1 1/47 WITHIN B' OF EACH END 4 IBM OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST 15E 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-ST143UGTRAL W92) 3/16' TAPCONS 3/16' TAPCON MK 1-1/4• (MK SHANK SIZE 145 EMBEDMENT INTO BLOCK MK HEAD SIZE 300 MK EMBEDMENT I V49 WITHIN B' OF EACH END B. cm 4 IBM O.C. MAX SPACED. V2' DRYWALL 2XS, CEO rXw SECURE TO BLOCK P.T. NAILER W10) 3/16' TAPCONS MK SWANK SIZE J45 DOOR CABNG MK DEAD SIZE 300 MK EMBEDMENT I V4') 2ND 2x SECURE TO DOOR JAMB TO BLOCK +3" n1E�tinw To nTnrr( +n" THIN BTRUCTUR,41. S' OC. MAX 2X4, = SECURE TO BLOCK UV 1/4' TAF40" (MIL SHANK 812E J45 MK HEAD SIZE 300 MK EMBEDMENT I V4') WITHIN B' OF EACH END 4 IBM OC. MAX 8PACNG. 2X6, SECURE TO BLOCK WV(2) I/4' TAPCONB MK SHANK SIZE J45 MK HEAD SIZE 300 MIN. EIBEDMEIT I VW) WITHIN B' OF EACH END 4 18. OC. MAX SPACING. S. 2XS, ® ❑ 1/2' DRYWALL SECURE TO BLOCK VX4' WK2)1/4' TAPCONS P.T. NAILER MK 6HANK SIZE J45 MK HEAD SIZE 300 r- 1A6' O.SP1 X 4' MK MK EMBEDMENT 1 V41) W T14N B• OF EACH END 4 IS' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/16" 11IND01� TO HIACK +3 7/16" 2X4, = SECURE TO BLOCK W/ 1/4' TAPCONB (INK SWAT SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1 VW) WITHIN S' OF EACH END 4 IBM OC. MAX SPACING. 2X6. CM SECURE TO BLOCK WK2) V4' TAPCONS MK SHANK SIZE .HS MK HEAD SIZE 300 MK EMBEDMENT 1 V4') WITHIN B' OF EACH END 4 10' O.C. MAX SPACING. 2Xa• SECURE TO BLOCK WK2) 1/4' TAPCONS MK SHAWK SIZE 345 MIN.HEAD SIZE 300 MK EMBEDMENT 1 V4') WITHIN 0' OF EACH END 4 b• O.C. MAX SPACING- NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TMROIYGN NOWSTRUCTURAL 33/16"6' TAPC.ON MK I-V4' EMBEDMENT INTO BLOCK L�1 B' cm W* ORT WALL I T.P.T. NAILER P.T. X 4' MK O DOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, 844TENDED fM AS TO PLUMB JAMB (DO HOT EXCEED V4') DOOR JAB TO BLOCK +3 3/4" n1/IIND01! TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.com L AA #: 0003325 a � � a �pMV �p�� Q�f y(2op��{i 1�Q�{• }�MQp�{{• 9 f/l W 00 SUDDIV. & DOWN ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJECTf 04181.04C-08121 UODEL' 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: DETAILS i60 MPH EXP. C cJ I c} L '-M NO W723 � PRINT 12/07 21 DATE: / SCALE: 1/4"=1'-0" SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 21473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR W31/2022 104S&3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/Z021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS ZOZO FBCR 12/31/2021 23872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCIt 1Z/8/2023 20446.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR SZ/8/2023 20446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/21121 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 20/22/2023 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 208602 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3Z/8/2023 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 12495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 12/31/2022 20441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FWM 20/22/2073 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/23/2023 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.2 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 1Z/31/2023 32502.2 PLY GEM PANEL WALLS SOFFIT 2020 FBat 22/31/2023 16503.2 KAYCAN LTD. PANEL WADS EKT. SOFFITS Z020 F8CR 22/32/202.3 22029.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FOCR 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 22/32/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/Z024 17969.2 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 5678-115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR IV31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FOCR S/21/2028 152792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-T RU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955A THERMA-TRU EXT. DOORS 8'-W EXTERIOR DOOR 2020 FBCR 12/32/2022 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.4 THERMA-T RU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/32/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES Z020 FBCR 2ZI31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/20Z3 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCIt 10/4/202S 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 2Z/31/2023 131972 JAMES HARDIE BOARD PLANK 2020 FBCR 22/32/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FSCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30320.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 258.2 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.2 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 1Z/31/2023 FL 15272.2 R5 ALSIDE ALLIANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 1Z/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 (71h EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 11/04/21 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.ab6ewgngroup.com AA #: 0003325 ra y a OWN Go k kb F y 14 BU33DIV. a! LOT: ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJIJECT/ 04181.04C-08121 MODZ X.t 4EBB "1828-CAU" QARAOa BwIIda: LEFT PAOB PRODUCT APPROVAL LISTING %160 VRH EXP. C 1 0 OP 12/07/21 BCAM 1/4"=1'-O" DUN= D3 PR601UlED COMRC. JOIN FLNNfsE OF CONTROL JONNTB l BE WIRED TIED TO LATH • 9' O.G. MAX (VERT.1 yQ$, DO NOT FASTEN CONTROL JOIN TO UNI.L EVEN F STUD EXISTS BEYOND EXCEPT STAPLES IV Ili' LEG MAY RE USED TO i@!. SECURE CONTROL JOINT DURING INSTALLATION ----\ FASTENERS TO BE SPACED • 1' DO. MAX VERTICALLY k THILK, 3 COAT CEMENT PLASTER WIND LAYER n, FORTFIBER BUILDNG PAPER APPROVED METAL LATH FASTENED Il' (VERTJ OC. MAX AT SUPPORTS I RB LAYER 4 STUCCO WRAP WOOD SHEATHING THROUGH CONTROL JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM G1063 PRONDE 2X4 BLOCKING PLACED RAT MAX. 6' TO S' \ FROM CONTROL JOINT Pp1EN IN CONTROL JOFALLS ON STRUCTURAL STD L FASTENERS FOR LATH TO BE NALLS, OR— i STAPLES IN C ;MPLIANCE ILV ASTM C063 2. WIRE TES TO BE (NO. 0) 0O415' WIRE 3. BLOCKING. SHOIN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN "M" TYPE CONTROL JOINT OLFOLD WEWO.FR.A ®FOLD OLFCLD—. Pr. A 2. COMASE . Pr. S S QfAM.R.0 OL !'OLD NII4O . R. A 2. ClfAAE - Pr. D FOLD 4i OL FOLD NYLAIO . PT. A f. CIlASE • Pr. D * OPEASE . PT. C l FOLD R.CO R. D TWL Pr. e: nacres DOTt H FL.WT! *T. SEAL. FOLD. 012 MR=. i THICK 3 COAT CEMENT PLASTER (PO MA I(Y f COAT cwiw PLasTu (vu) UND LAYER a, FORTIFBER BUILDING PAPER MCYM OILY) WRB LAYER -L STUCCO WRAP (p mm ONLY) MLAOORF AWRA P MlIL STO NONA`! owy) -FRAM QS OV eel.L NLA6SNi :-cur RAs"m TSB �L wTALL ri AT DOR0:1 Tfp NA.I. O UMu ROOF WNIMfECTIcre Nora, APPROVED BUILDING WRAP Ni SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL 4'x4' SELF-ADNEIWNfA MEMBRANE FLASHING (COMPATIBLE IN) HOLISM ENDS) 4 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4. ALL SEAM PEED TO BE TAPED LATH VERTICAL LAP TO BE 1' IIIITH PORTIBER SLEATWIN TAPE RHIYa ASTO EXTEND ONTO PIP! I i / \ I' OR LESS PIPE \, DNS' SELF-ADIERMG MEMBRANE / \ PENETRATION FLASHING (COMPATIBLE WV MOUSE MAP MATERIAL) OVER 4'x4' 1 SELF-ADNERIMEMBRANE RA6NING OVER.41'1'IfaOVED / r nw. LAP . FErAt uru \ HOUSE WIRAP. '�. i FLASHING TO E)c7BND ONTO PIPE fIK X X X ' X X X CUT AHD OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE • METAL LATNI FLAeuING CUT AND OVERLAP ONE BIDE of ISTEP Of ADHERING MEMBRANE STEP 02 WIRE LAYER -L ,' THICK 3 COAT CEMENT PLAS STUCCO uIRAP I PLASTER U LAYER STUCCO WRAP v MN P E6Ae T / rETA,L v.TM WI® LAYER q FORTFISER YRR LAYER 4, FDRTFiBEI! I WIRE LATER 4, FORTFBER BUILDING PAPER BUILDING. PAPER \ BUILDING PAPER / METAL LATH \ / I STUCCO SRAM 6'xb' SELF-ADIERIY. M'EM'IBRN$ R OVER 4'x4' LF-AZ* APPROVED SELF -A WOOD SHEATHING INSTALL FASTENERS (CLIPS, G OVER RASNIIG OVER APPROVED POSE ISRAM. R AAaar. STRAPS, STAPLES) AS TO EXTRO Ol1T0 PIPE REQUIRED TO SECURE 4'x4' SELF-ADIERING MEMBRANE PIPE/ WRE TO PRATING FLAGWI1G OVER APPROVED HOUSE IURAP. r nw LATu FL.AENNG TO EXTEND ONTO PIPE /-1INPAPER. LAP aLL LAP ii• CONT. BEM OF SEALANT SCALE. 1107-T-D' INSTALL APPROVED MO SEORAP AR .',. INFILTRATION RARR ER OVER SHEATHING ELASTOM VC COATING OVER STUCCO/ CV. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD ST DS SECTION PER S CTION F Slrlor W6Mad oWMWR GEAT14M Exterior use of poMnd a plash MP_TE7. SIDE LAPS OF METAL d.ff comply wNm me .ppl -Aew, requirements of ASTM C 92E18b. PLASTER BASED SHALL BE SECURED TO BUILDING— In Mfi n of ext rior lamirg and f—ing FRAMING MEMBERS. MEMBE. PAPER w en.W —oy with ASTM C 1063-19., THEY 6HALL BE TIED or ASTM 1787. 6ETLEEN SUPPORTS WITH 00415-IN. (L21-l"" 6TLIG O SSRE AT INTERVALS NOT n• Lay. Pa,•EI. MORE THAN S' (229-MMI) AS PER AST" CI063. PIPE PENETRATION DETAIL (FRAI"IE) ® KICKOUT FOR REPAIR OF TEAM 3A DETAIL IN WRB LAYERS, TEARS MAY BEPA704ECCO HORIZONTAL & PAPER LATH DETAIL LUIWOUW WRAP TAPE PER MANS. SPEC OR PEEL N STICK MW SEAL (BIND OR � DD NOr DR) WOOD SHEATHING OR CI.9U 11JR5 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 4 TAPE OVER ROOF/WALL SCREED i 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING 2, 2 (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. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) IURB LAYER #2 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774 4078 www.abdeslgngroup.e AA 8: 0003326 V x q a � � 33 a e i SUDDIV. Ac LOT ABBOTT PARK TAT #8 BLK #12 PHASE #4C PROJECT# 04181.04C-08121 MODEL• 4EBB "1828-CALI" GARAGE BVWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C e PRrisT 12/07/21 DATE' 8CAUM 1/4"=1'-0" S*MET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T1 E EXHAUST. SEGLIENCE OF FLAB 043 TO BE: -:: XL: 1. BOTTOM. 2. SIDES, 3_ TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM "NT& X:: E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL X. JOINTS AND INTERSECTIONS '�- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.V CAULKING - JOINT I ALL AROUND I I PER SECTION R703.7 Exterior Whim and plastering BAGGER ROD ( Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X ' :X- Installation of exterior lathing and framing r shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER STUCCO WRAP ...: HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2S LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING, UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'OUIGK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF.SPECS-) BUILDING PAPE UNDER 'GWICK FLASI A VENT PENETRATION SCALE: N.T,S. ELEC. METEF VERIFY LO AICCN IV IC 1=IVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- 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 -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO U)= STRUCTURAL MEMBER - I'Or— MAX 76'' TO Yj' MID -WALL WEEP SCREED W UADE STRIP SELF ADHESIVE FLASHRYs, CLEAN MASONRY BEFORE APPLYNG V F"aw - MASaaer �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 1, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO '..ELF-ADNERIf-Y' WRE LAYER 1, t 1 STUCCO WRAP MEMBRANE FLASHING LIA APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 1 STEP #1 STEF #2 APPROVED HOUSEWRAP WRB LAYER 1, BELOW STUCCO WRAP CUT SUCH THAT 0 APPLY 60 MIN G SELF-ADHERIN NO MEMBRANE _ GRADE '0' FELT MEMBRANE FLASHIN G ENTERS BOX, - OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER 4, FORTIFIEER BUILDING PAPER STEF #3 STEF #4 ELASTOMERIC ..:.. .:.___:....:.:.. COATING OVER STUCCO/ C.V.FINISH APPLY E-Z BEAD ado-e (SEE TYPICAL WALL SECTION) OVER (PC MIN GRADED' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ° ° .o•e °or STEF #5 STEP #6 OELECTRICAL RECEPTACLE 11 N. RONALD REAGAN Bl. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup•com AA #: 0003325 F OTT PARK OT #8 LK #12 CTIIIr 04181.04C-08121 MODEL 4EBB "1828-CALI" GARAGE S'WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXR. C C % AR NO 94 J n 2/07/21/4"=1'-0"-1 2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 111(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER t SPACING is I' D.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Cap BLOCK d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwzbdesigngroup.com AA Ak 0003325 oil o F dill 9 a W E 00 S O L J SUHDm de LOT: ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJECT# 04181.04C-08121 UODEL: 4EBB "1828-CAU" GARAGE 8VMQ: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH E C DEIV e 2e�11, /I A, AR NO 93723 DATE 12/07/21 SCALE: 1/4"=1'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADWE51VE FLASHING — — — — MOOD CONSTRJCTION �� BEYOND RRIOOD SIEATNNG R RR RESISTIVE BARRIEUEATNER RESISTIVE BARRIER 4 r14' x 1 rREy- 91Dw. / i ! \ F6. LAea+INb WEB' W SELP-ADNIVONG LL PLABNMG L \ aJ WEATHHM RESISTIVE BARNERSTARTER STRIP / `� �\ REATIT ERRESISTIVE BARDO NOT C 111.JG OR \ \ \ WANING GALVT) FETAL 6AL.VT) METAL -- 'T FLABNNG Z' WANNNG Oj TRIM MEMBER x 6' Sf1JLATED YIaOD T MEMBER GAP WCAULKINIM �OR APPROVEDSEALANTCA&i SIDING TO STUCCO ® BLOCK TO FRAME � n n TRANSITION ODOR CONST10=10N GETOPIO UIOOD SNEATFING UEAriER RESISTIVE BARRIER q LLEATFER RESISTIVE / DMIIER a 1�J(W.fx T ra' LAP SroNG / / / N Rn-�� GOATIP A OATTEN ILWGRO-'� ' L �\ i A RESISTIVE STARTER STRIP ' `� UEATWEcIRRESISTIVE R70 NOT r.Atu.R[ OR `\ �/ 6' SELF-ADFERNS WANNNG — — — GALV'D FETAL RAB11N AL 'T WNG — — ANN QQ NOT cnu Ic OR ,, ETRIM PER ELEVATION 8711C00 GABBY .t � � � � iLg;, E ON PER ELEVATION CAP WACAULKING. OR APPROVED SEALANT � BTYlO CASING SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com ` AA #: 0003325 J Ir MIR 0 a 1.4 svHDIV. ae I.oT ABBOTT PARK LOT #8 BLK #12 PHASE #4C P2tOJECT# 04181.04C-08121 MODEL' 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DEG C ZO�.� a 4 PA AR NO 93 DARE: 12/07/21 scA*"w'' 1/4"=1'-0" MIEET WA4 BE TAIffIV mIffEPING THE VENT PROPERLY P, B' AND 1P /WGNED. VENT PB4:IS SEALED P UTIL12ED. NAW IN PLACE SHOYAJ m P OALVPN2ED USING 1-1/4' NNLS AT EACH CORNER. R00%NG CBAENI SHOULD BE APPLIED TON.L SHINGLE EDDES NEAR Tff OUTER EDGE AND AROUND 111E EMINE PEPoMEIER AS CIR OIR Tff OOOSEIffCK VEMOPENNG IN Tf ROOF RECOMMENDED IN SEVERE NEATER COA4TAL SHEATWNG. SIZE Tiff OPENING IN ACCOfWlONCE MITI TIE CONSTRUCTON 20NE5. CHAMSHOWN. M THE EVEHf A MECINMCAL VENT FINIS USED,Tff VEMOPENNGNIAOCORDVI(ENITH VENT FAN AN MANIWACTI�'S %%NG CONECTION INSTRlDTKK15. W NOT INTO T?USSEB OR RAFTERS Nf£N CUTTING TIE IN OPENING IN Tff ROOF. r R INTERFERING SMNGLE IYVLS AROUND THE PEaNereaoF riff oPvw+G so TINrTHE MALTING FLNDE OF TE VENT NAYS FLATTO Tff ROOF SIEATHNG. sIDE 1 TIE TOP AID 910E FINI(SES OF 11E VEIlf lF MD UNDER SHINGLES.ALLOA'l1E BOTTOM VENT FLANGES TD UY OtI I I THE TOP OF THE fiHINGLES. IF YI-_ E o� ROOF HOOD SCALE. VENT DETAIL CUT NOIISEURA AT 4V ANGLE MODFED 11• C N wousehRAP LINE OF WNDO OPENS. APPROVED NOWEIRAP OVER SWATWM OVER WD STUD WAIL STEP 1 INSTALL S•— SELF-ADNE ING PLA6I0112 OVER NAILING FLAPS eMOS EXTE11 ND FLALMINSI nN EXTEND LAS GILL FLEXIBLE FLASHNG 00 NOT SEAL BOTTOM FIN STEP 6 ♦1 ti TB'FIO IIOLD-I MOUSB TUCK P At TEA FOLD N AT MOLDEOARotAD ansE GF %PE ANp OVER FLANGE ALITAN FLASNIY IN IT. EDGE OF MJ- R.O. FEC144NIGALLY FASTEN FAMED IDUM&tcAP NASD, STAPLES) INSTALL DUPONT FLIMMPAP AS n PLASMNG AT M FOLD NOUGB R11P DOWN 4 TAPE DIAGONAL CUT N ACROSS/EAD OP WIDOW PLUMBING VENT DETAILS SCALE NTS F SEALANT AT NIBS AND 1EAD FPLY TO BACK INDOW NAILING LANCE N LSE WI 41E-rumom D IOLES OR SLOTS. INSTALL S• MDE AD/ESIVE - BAOCED K DCOM FLAGWM MATERAL OVER DRIP CAP Jowr (PRDTECTO.~ SIT-200C - EOIIV) STEP 8 "`� WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 —APPLY OVERJOINT X•wx VALLEY FIA w 50F OR HEAVIER KLT UNDERLPYMEM ASPHALT ROOFING CEMENT NO FASTIffR6 wT1YN 8' OF CENIER1fE rE%TRA FASTt IN / END OF SHINGLE XTENp ENDSHmGLE lEA4T tY BEYOND VALLEY CENTERLINE - �-SMNGLES,RIMEDZ BHX FRDM wW.EY CENTERLINE ROOF VALLEY DETAIL SCALE, NTS APPLY 0& mu (01 PLUD APPLIED PLASMNG (LANF.O UNITE -SEAL RC -a OR EGiIAU. SLOPE SILL TO EX mom L IT N TM CONTACTORS ININIMCNNdLTT TO VERIFY TIE COPIPATUNLITY OF ALL PRODUCTS NCLI✓ONG HOUBOWEAP, SEALANTS 4 SIBJI-ADIERM PLA614M MATERIALS USED MINN" CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANFACAMINI , WRITTCN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY F NOT COMPATIVILIE. r—LEAN AND BEAL JAMB TO SILL JONTS OATH DOW Im FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SNOIW SHALL BE IMPLEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INTRUS40N BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT Nail L IT B THE CONTACTORS RESPONSICILTY TO VERIFY TIE COMPATIBILITY OF ALL PR7011CTS INC=N& SEALANTS, 4 SELF-ADFERINS FLASHING MATERIALS USED DURd. CONSTRICTION. 2. FLASHING AT EXTERIOR WNDOUB AND DOOR OPENP.E SHALL BE INSTALLED N ACCORDANCE WITH M~ACTuRER'S NETALLATION HSTRICTIRI6 AND APPROVED MBTMOD U OF FSC RMA U N ACCORDANCE 0714 TEIESTRATION r FIANFAMINORR'S INSTALLATION AND FLASHING INSTRUCTIONS, INSTRUCTIONS. Wei SEALANTS MAY REACT ADVERSELY F NOT COITAi1BLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD RFAGAN 8LVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 Lu W Q G BUHDIV. Z I.OT•. ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJECT#F 04181.04C-08121 MODEL4EBB I11828—CALIII GARAGE 8VMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C / i \Z, ... 1/0' TEXTURED FINISH • WOOD, '. / ✓ \ /------ \ V2' TEXTURED x ... .:.. - ' ------ .. ..+. .—. 2x6 SUS-BANb FINISH • CMU x x x W/1'x4' NOTCH ® METAL LATH r / END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP WOOD SHEATWNG cm x x x x x x x x x x x DRIP EDGE 1\\ OR WRB LAYER •I, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x x x x x x x 'i I I WRB LAYER 02 R , FORTIFIBER x x x x x x x x x x x x x t-------- t — 1/8• ` 1/8' TEXTURED I \ FINISH a WOOD I \\ 2X6 Sue eAND " BUILDWG PAPER (FRAME ONLY) RocFNG CEMENT x x x x x x x x x x x x x x x x x x x x x x x x ,i J FRAME OR CMU FELT PAPER t 1 1/8 1/2' TEXTURED \ \ x x x x x x x x x x FINISH s CMU \ DRIP EDGE x x x x x x x x x x DRIP EDGE \ i / \\ x x x x x x x x \ \\ METAL FASCIA % WRAP Ye' FROM \\ ©PL,4N B METAL KICK OUT x x X x x (REFERENCE POINT ONLY. FOR WALL OFF \ a STUCCO, I' FROM \ SET OF COMPONENTS) \-,------- y WOOD WALL \ \ \\ \ \ METAL FLASHING, WRAPPED EXTERIOR WALL �o r \\ (FRAME OR CMU) MIN. Y4' ABOVE BOTTOM OF Id DRIP EDCsE \\ \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUS -BAND `\ \ FOR CLARITY W/%,x4' NOTCH `\ \\ END, WRAPPED IN \\ ROOF DECK (BEYOND) PEEL 4 STICK _ \` \DRIP EDGE, I' OFF WALL -ROOF CEMENT o \ NOT INTO STUCCO) O F EDGE OMITTED FOR \\ i CLARITY \ \\\t\1 11/8' TEXTURED FINISH WOOD, I/2' TEXTURED \ FINISH ® CMU SUB BAND DETAIL ® WALL / / 2x6 SUB -BAND W/I'x4' NOTCH ID ' END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND WA'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x k-x x x x x �G7�2� x SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y.i ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY EY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA>#: 0003325 J w x � o Q a d }m SUHDIV. tte LOT ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJECT* 04181.04C-08121 UODEL• 4EBB "1828—CALI" GARAGE SWU40: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C 39'-B" TOP OF iO SLAB " — 1 — — — — FM-12X12 FM-12X18 — I 1A 4 �I 4"SAC' w( a I F-24X2V 1,-0"+-3112" LL I \\ 10 1.1 \� \�� — --- EXTEND FM-12X18 { 4" PVC SLAB 1 1/2" 1 1 `CHASE ,A 1 to \ \\ \ I I I D-0 I. c� TOP OF SLAB { I \\\ I 1 .I . ,\ N1 I I I `\ \\ `\ LL I I \ 4 I I \ d 1A I 1 L---- —LE-, I I I 4.-5 „2" 4" 1 T-8" Y-8" I I 3-0g ' " I o I Iw I. N I W I g O I SIM. EXTEND , 2 to SLAB 1 112" 1J 1. m FM-12XIB Iw 4"CONC.1 I i H N ILL W SLAB I I I SIM. 5 1! I0 a 31/2" 1 3•S^ 1/2" ILL rn � 1A I . *-71/2" I W FMC-12X18 2M-12XI8 ' FMG12X78 4 L 1.1 1.1 _ FM-12X,8 0 ,.1 4 1.1 1.1 2'-8" ,8'-0" 2'-8" 3'-10" 10'-2" 4'4" 14'-0" 21'4" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4', 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 WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 OINDICATES #5 BAR, EIINDICATES #6 BAR,SNDICATES #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 402M02-16, USING. Fm = 2,OW PSI, TYPE "W OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. VIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4-1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 1. SEE PLAN 10" - s FM-12x12 12, CONTINUOUS iz, - (2)M5's _ + •-U' FM-12x18 17, CONTINUOUS 18" - (2) #5's (+)0'-0" FMC-1208 17, CONTINUOUS 18" - (2) #5'. VARIES F-24z24 24" 24'• 12 (2) #5's (2) #Fs FOUNDATION PLAN SCALE: 1/4" = 1'-0" IS N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.00m AA #: 0003325 rq V 04 g is ti SUDDIV. de I.oT: ABBOTT PARK 1DT #8 BLK #12 PHASE 4C Pno"=T# 04181.04C-08121 1LODEL- 4EBB "1828-CAU" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C O ills � c • • v T1 • '{ X DwE1E- 12/07/21 SCALE: 1/4"=1'-0" SHEET s1 3C MIN. EACH WAV MONOLITHIC FOOTING }} 1, STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED ([� — CELL SEE PLAN FOR SIZE AND a CELL SEE PLAN FOR SIZE AND 1 �� 1 •. c SPACING REQUIREMENTS a o Z SPACING REQUIREMENTS �_ GARAGE DOOR a $ _ I+I 1� �— •n RECESS !t FM w e"CMU WALL n 8"CMU WALL .. CORNER BARS, SAME SIZE AS LARGER BAR b IN FOUNDATION WITH 30" LEG EACH a H .-0'-0" +- 0'-(T 9 WAY AT ALL CHANGES IN DIRECTIONS I ...o r' SO THAT THE STEEL REINF. IS CONTINUOUS a• • - TOP OF SLAB TOP OF SLAB . MATCH AMOUNT OF COMINUOUS BARS .I CURB PORCHISOL SLAB 7A.. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA CHAMFER (I-TORY) 18"EXT. � - .! PORCH SLABCHAMFER VARIES SEESLABSCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRYEXT. UNITS SET T:o. AT EIEVCHAMFER JQINT (WHEREION (2-STORY) #,L 24" W/ 1/T ISOLATION[., (I-STORY) 6" CHAMFER (2STORY) �_0-0APPLICABLE) iEE SCHEDULE JOINT (WHEREa3a APPUCABLE) 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING W.D, 9AR WE #6 36, FOR Y D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARSPROVIDETHE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 47' ta EXTERIOR MONO -FOOTING %EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE: 3/4"=1'-0' SCALE: 3/4'�1'-0' (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL _ 8" CMU LAP TOP PLATE A MIN. OF 48" a c 5 #4 REBAR �24" O.C. [� CENTER OF AND NAIL W/ 16Q COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT # SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN z� 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2" CAPPED GALVANIZED PIPE NEW REINF. BAR SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE SECURE WEDGE 12'k9" WEDGE ANCHOR W/ 7' WiFLANGE BASE E a I EPDXY. IN. EMBED 5 TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH < 8", LINO PLATE i S FOLLOW ALL MANF. EPDXY 5-1/Y' EMBED- MIN- C 16" OC - 4" CONC., REINF. W/ SPECIFICATIONS FOR I SIMPSON SPH4 OR SPH6 MAX. BTM AND TOP PLATE 4 W' #10 W WM ON USE AND ANCHORS W/ 10d x 1 12" MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF o r COMMON NAILS FILLALL w VAPOR BARRIER ON SLAB W/(4)14' X 21/4" HOLE b DO NOT USE 10d i a . I 1•'a WELLLOMPACTED TAPCONS %OLES, SEE SLAB SCHEDULE CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE u' ' T TOP OF. < (2) CONT. #4 REBAR 4" CHAMFER (1STORY) f 6" CHAMFER (2-STORY) s •1 (2) #5 REBAR ON CHAIRS 17' MIN. DEPTH INTO rc 2,000 PSF VIRGIN SOIL OR 95% Ea EQ, VIRGIN OR ENGINEERED SOIL qy 00 COMPACTED SOIL SEE SCHEDULE FORE SD, BAR SITE SLAB HEIGHT LESS THAN 3'6' pER PLAN �cJ BOLLARD J ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP BALE: 34 =,'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 6 6CAF:34"=, D" (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE:3/4"=1'-0' 1A SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16D COMMON LAP TOP PLATE A MIN. OF 49' NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND NAIL W/ 16tl COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE a BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT, SECURE BT. PLATE TO < a PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB W/1po MASONRY PROVIDE D8L TOP PLATE SLAB W/,Otl MASONRY NAIL NAIL 17'OIC STAGGERED. 17O/C STAGGERED. �. n ADDITIONAL METAL ADDITIONAL METAL o m CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO 8"CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. _ w 0•-0' LINTEL CONT. (TYP.) UPLIFT IS PRESENT. 6' CMU FILLED CELL (TYP.) b _ TOP OF SLAB W SLAB SCHEDULE SEE SLAB SCHEDULE le WPOURED 2X WALL FRAMING [SEE SEE SLAB SCHEDULE 12" DIA SIMPSON ST82 BOLTS 5" TOP OF SLAB +- i .. MINIMUM EMBEDMENT INTO -'a P O' TOP OF SLAB --a g m - "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND b •- CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB 4 • •Y s SEE SCHEDULE • a! ' SEE SCHEDULE FOR WRD, BAR SIZE FOR NMD, aAR SIZE ./ AND BAR QUANTITY EQ BEE SCHEDULE EQ. AND BARQUANTITY /AL 7t FOR MD, BAR AND BARRQQUANTITY B COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO ��INTERIOR FOUNDATION WOOD WALL ��FOOTING AND COL. PAD �� BLOCK WALL CONNECTION R INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=l'-a' (NO UPLIFT) 1 1 6DALE: 3/°""'-0" (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: D003325 m a r SUBDIV ac I.OT: ABBOTT PARK LOT #8 BLK #12 PHASE 4C PROJECT/ 04181.04C-08121 MODEL• 4EBB "1828-CALI" GARAGE SIIINO: LEFT PACE: DETAILS 160 MPH EXP. C L*j D TE 12/07/21 SCALE: 1/4"=1'-0" SHEET S1.1A 25'-10" 18'-10" _ 14'-8" 10'-0" X-0" 0 of 4 i� Y N N 0 N fV M v � N � 4 '4 v M R 'v M 0 v N 0 - 5.-4. 1 0 v - DE lV DOWEL PLAN SCALE: 1/4" = 1'-0" .1 N. RONALD RFAGAN 8L LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 w .abdesigngroup.com AA #-. 0003325 R Y $} �`6Yp' � A yFFF�Dy 1pitoixcT# vsDIV. & LOTABBOTT PARK LOT #8 BLK #12 PHASE 4 04181.04C-08121 MODEL 4EBB "1828-CALI" GARAGE BIW MG: LEFT PAGE: DOWEL PLAN L160 MPH EXP. C Dp 12/07/21 SCALE: 1/4"=1'-0" faHEET s1.2 TIE VERTICAEBAR TO HORIR ZONTAL REL R BAW/ta'HOO" GROUTED BOND BEAM VARIES PER ELEV. a N • i ea. N5 BARS 5 S CLEAN OUT REQUIRED 1'd' FOR INSPECTION Feel 0 � to 0'-0" FIN. FLR. TIETVERTICAL REBAR • . - TO HORIZONTAL El § REBAR W/1a'HOOK BAR SIZE 48 BAR DIA �F-- i rc ip 18 i CMU UNIT DIMENSIONS 68 #5 30" ARE NOMINAL SIZES 42 O 3 MASONRY SYMBOLS HORIZONTAUVERTICAL �K SCALE: 3/4"=1'-0" REINFORCING ' SCALE: 31,V=TT STEEL REINFORCING IN GROUTED z CELL SEE PLAN FOR SIZE AND f SPACING REQUIREMENTS o O 8" CMU WALL � m t- as 0'-X TOP OF $LAB - n TOP OF SLAB • " - SEE SLAB SCHEDULE �a W, PORCH SLAB BAR SIZE 48 BAR DIA W/ 1/7. ISOLATION 4" CHAMFER (I -STORY) 6"CHAMFER (25TORY) JOINT (WHERE #4 24" APPLICABLE) MATCH STEEL H5 30" REINFORCEMENT 36„ S' PVC CHASE iv PER SCHEDULE IT. PVC CHASE THRU FOOTING THRU FOOTING 47 47 MATCH STEEL SEE SCREDULE REINFORCEMENT FOR W.D, BAR SIZE PER SCHEDULE AND 8AR6UANnTY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-7744078 V w Abdmigngroup.corn AA 8: 0003325 J a 4 F lid C i Cr i BUBDIV. & L074 ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJECT# 04181.04C-08121 MODEL• 4EBB "1828-CALI" GARAGE STUNG: LEFT PAGE: DETAILS %160 MPH EXP. C AA NO D M- 12/07/21 8CALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q? 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ® INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Pc (P-i) SIZE Ml- REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8xe (1)#5t-- N/A GROUTEDSOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L-------------- -1---------- 8F16 MIN.-iT/0M11B 17'-0" BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB L--------- -I --------- LIFT BEAM PLAN SCALE: 1/4" = V-G" �c 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdmfgngroop.eom AA #: 0003325 ee � a 0 3�id asi g0 i5 SVHDiV do M. ABBOTT PARK LOT ##8 BLK ##12 PHASE #4C PROJECTIyI 04181.04C-08121 MODEL• 4EBB "1828-CALI" GARAGE SWrNG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C a 202 D 12/07/21 SCALE.". 1/4 SHEET s2 Of #5 CORNER BAR WI 3d' I AP FOR EArk COURSE OF BOND BEAM VERTICAL REBAR W/ 1R' HOOK 3D' TYPICAL #5 BAR IN BOND BEAM P" CORNER REINFORCING OF BOND BEAM SCALE: 3X'=l'-0" NOTES TO THE INSPECTOR/CONTRACTOR t0 • Fya� �O? F=FILLED W/ GROUT U=UNFILLED NOMINAL WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE NOMINAL��1 6_1 T/1�0/9(13 e HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1TH MMB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- iTAMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MQB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. E� WINDOW PRE -CAST <311C a WINDOW z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE:11rr•=r-a 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BE IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. TYP. 6718" '1 BOND BEAM TYP. V906' BOND BEAM OX16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE Sx8 BOND BEAM TOP OF W/(1)#5 BAR .y BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 Bx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY DPE"'TUG-2" BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2X3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE_145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 6' FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 6' FROM EACH END AND 16' O.C. MAX_ MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN_ 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING ARCHWAY FRAMING DETAILS 5 SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 IL r $A W O i BLISDIV. & LOOT: ABBOTT PARK LOT #8 BLK #12 PHASE 4C PROJECT# 04181.04C-08121 1[ODEL 4EBB "1828-CALI" GARAGE SUING: LEFT PAGE: DETAILS 160 MPH EXP. C 0 20 DAA E: 12/07/21 BCA=: 1/4"=V-0" SHEET S2.1A "LOTI'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8180s 64T +T +T 1TMB -1T TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH WIT 6(16-1T aw-tr 81244T 8128-/T 8W-IT 8B-1s 161TH ttn ir/1 +Tn 1rn 81&2r BRO 8R02T -Zr8@4 8C!8-Zi 8W2T 3'6' PRECAST 1436 952 3114 4217 5321 BUB 7631 3'6" PRECAST 889 1024 3'-W PRECAST 1509 3524 4394 am 0132 7001 2485 8+13 8385 7708 9097 10000 1569 3624 /394 5283 8192 7001 4'-0" PRECAST 1066 700 2305 3125 3945 4766 5567 4'4r PRECAST 514 763 4'-0" PRECAST 1383 3060 38% 45M 5325 6079 1961 6113 7192 6524 76z7 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 24M 3033 3666 4300 4'-6' PRECAST 398 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7505 1207 2707 3375 4043 4711 5379 5'-4' PRECAST 931 1247 +999 25M 3123 3B65 4249 �¢" PRECAST 411 411 5�" PRECAST 1016 1806 2374 29" 3513 4084 1319 4400 7196 7342 6780 6259 lets 2276 29M 3399 3961 4064 5'-10' PRECAST 817 1024 1631 2090 2549 MOB 3470 5'-10" PRECAST 340 338 5'-10' PRECAST 909 1409 1971 2443 2015 3387 1161 3693 6m 6036 6548 5778 929 2080 250 3107 36M 4133 6'$" PRECAST 692 1139 3227 3031 3707 4383 5061 6'-6' PRECAST 410 721 6'$" PRECAST 836 1201 1578 1955 2332 2709 1139 3221 4598 7054 WOOD 8825 835 1888 2329 z7O0 3251 3712 T$' PRECAST 570 838 2498 2205 2608 3191 3885 T$' PRECAST 303 534 T-6" PRECAST 716 900 1+81 1462 1743 2D2.9 938 2498 34M 4864 7007 64M 727 1624 2025 2426 2027 3228 4' PRECAST q28 833 1593 2204 2481 2818 2621 9 4' PRECAST 192 384 9 d" PRECAST 454 580 767 948 1129 WO9' 839 1674 2298 3061 4088 4899 572 1318 16/3 1989 2164 2519 10'�' PRECAST 388 487 1247 1767 1904 2163 2028 10'4i' PRECAST 151 301 10 $" PRECAST 356 488 812 755 a99 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 1989 11'-0' PRECAST 330 544 1312 1742 22552 200 3630 11'�' PRECAST 132 417 11'�' PRECAST 430 406 530 an 777 8M 544 1312 1742 2252 2888 3552 468 1042 13M 1843 1470 1710 1T-0" PRECAST 308 507 1210 ISM 2048 2586 3191 12'4r PRECAST 111 370 IZ-V PRECAST 383 360 476 597 BOB 783 507 1210 15M 2048 2588 3171 440 940 1300 1560 1314 1476 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'�' PRECAST 82 298 13'�' PRECAST 308 303 393 484 675 645 414 1045 1385 1732 2378 2605 398 780 1057 1312 1071 1203 14'0 PRECAST 254 388 978 12M 1806 1986 22M 14'-0" PRECAST 71 293 14'4r PRECAST 279 278 300 443 528 609 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14' 8' PRESTRESSED N.R NR NR NR NR NR NR PRESTRESSED N.R. 283 14'$' PRESTRESSED 239 422 506 we 746 865 458 1079 1429 1824 2277 z712 246 863 980 1237 1474 1715 164' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 574 684 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1Ta{' PRESTRESSED N.R.300 NR NR NR NR NR NR iT�' PRESTRESSED N.R.183 1T�" PRESTRESSED 187 328 365 451 587 680 856 1121 1413 1739 2047 192 506 720 sot 1135 1312 19'41 PRESTRESSED N.R. NR NR NR NR NR NR 17-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 298 348 430 513 595 235 736 959 1200 1467 1716 623 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 308 381 454 5z7 180 596 833 1038 1188 1468 537 890 816 943 2Z4r PRESTRESSED N.R. NR NR NR NR NR NR Z7-TPRESTRESSED N.R. 116 2ZO PRESTRESSED V124319, i 290 359 428 497 185 550 784 992 1203 1381 513 659 779 900 24' 0' PRESTRESSED N. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R 91 24'-0' PRESTRESSED 245 302 36D 418 12e 450 854 824 101a 11a7 455 581 687 793 ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003325 J y z _ � g1ygill a IPR A tmDIN. de FTABBOTT PARK LOT #8 BLK #12 PHASE 4OJECT1p 04181.04C-08121 MODEL- 4EBB "1828-CAM" GARAGE SITING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C r U 2�1 D T': 12/07/21 SCALE: 1/4"=1'-0" SHEET S2.2AI 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 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5DO LBS SHALL BE FABRICATED W1 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 6" 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 BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJt I EJ7 9 C,13 q n n n p n n n n n n n 1C q n n N N N N uTO y N ATTACH 4'-0" LONG 2x SCAB CJ5 == n n n q q TRUSS WI 10d NAILS @ 6" O.C. n x n N N N N M (4" FROM EA. END) N N N I I 6 1 I I I i \1A�====6===�__ I 1 I I I ATTIC A=== ACCESS=� A5 I I I I I I All =Xxssss =mrs� �c�= AI A15 7_ i /A16 — �� I I I = 1 I I PRE-F T®ROOF - :2w I 1 I I I I I I 1 I I I I I I 1A — — — _ = 1A _ FRAMING PLAN SCALE: 1/4" = l'-O" 'i' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.comn AA t: 0003325 V 14 d F 87 o uQi � F R o no C MIN k Nn W f O SUHDIV. k LOT ABBOTT PARK LOT #8 BLK #12 PHASE #4C PHOJECT41 04181.04C-08121 MODEL: 4EBB "1828-CALI" CAP -AGE 3TrMG: LEFT PACE: FRAMING PLAN 160 MPH EXP. C i0 DAH X- 12/07/21 SCALE: 1/4"=1'-0" SHEET s3 ENGINEERED WOOD TRUSSESPLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNJALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 B{2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEAT WALLIFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 T x 4", AND TRUSS AND (4)1/4" x 2 1!4" (4) 11 ' x SHEATHING (12) 16tl x 1 }'NAILS TO TRUSS (8)10d x 1 k" NAILS TO 6', 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL 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 O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #22' x 4", (16) 10d x 3 }'NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6'. 8' x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3' WITH (12)16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL TO ADDITIONAL PLY MAX- TO A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN )1W/10 TRUSS AND HORS" x 2 1/4" x 2 CONTINUOUS BOND BEAM 1x$ 2, WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J' x 5" TITEN HO TO CMU AND (12) SDS CONT POURED LINTEL NTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 }" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH iX2 SECURED W/ 10d TRUSSES @ 24" O/C, lx2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (1B) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3' TO GIRDER SEE ARCHITECTURAL 12" O/C FOR REVIEW C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W! (3)16d AND APPROVAL GALV. COMMON NAILS- (2) }" x 5'TITEN HD TO CMU AND (18) SOS }' x 3' lx2 SECURED W/ 10tl MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17• 01C SEE SCHEDULE SOLID, S" 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) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & T APART C ALLOWABLE UPLIFT =U2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 GIRDER CONNECTOR(S) a 2b 2c Q 34-, SCALE: SCALE:34"=1'-0" GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG, 2.4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE LSTA 12 20 GAUGE 12 20 TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT W/ 1 HAG NAILS COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W EACH END. TOTAL OF 10 SEAMS) P AT 0'-0" TO 30'4- (1) "X" BRACE FLOOR 30'-l" TO 69-0 (3) "X" BRACE SECURE 2x P. PLATE GIRDER ea MAX (W IX4) (1)-X" BRACE 0 CENTER TO BLK WI 12' D I A 061a4r MAX (W/1X4) BRACE DIVIDED EQUALLY ANCHOR BOLTW � * FROM FROMM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" PER ELEVATION 1X4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 37'OC PRE -END FLOOR TRUSS BTM. CHORD MAX. PRE -END GABLE TRUSS SECURE GABLE TO 2x8 5/8" GYPSUM BOARD OR 12' HIGH y BRACING, SEE P.T. PLATE W/ 12d's 8" STRENGTH CLG. BOARD PLAN FOR LOCATION u MAY NOT BE STIFFBACK (AS PER § a REQUIRED TRUSS ENG) CONT. 2.4 SECURED W! SECURE TRUSS TO TOP PLATE W/ (2) (2)10d's EACH TRUSS 16d TOENAILS TO BE INSTALLED 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 & (18)16d x 2x4 OR 2x6 WOOD BEARING 2-12' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SR DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL TOP PLATE SLAB W110d MASONRY NAIL PROVIDE BLOCKING 12" O/C STAGGERED. ADDITIONAL METAL 12' GYP_ WL BD. . tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER CONNECTORS NOT . . i. 4 -. MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO -• • • a 10'-0" O/C MAXSECURED WI(2) 10d DEPICTED SEE PLAN UPLIFT IS PRESENT. COMMON NAILS AT EACH CHORD INTERSECTION TYP BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 7 GIRDER/WOOD POST CONNECTIONS SCALE: 3 4" 1'-0 SCALE: 3/4"=T-9' PRE-ENG'D TRUSS .• 5 s �1FLOOR TRUSS CONNECTION @ L.B.W. Y SCALE: 3/4"=1'-(r (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1l4'D HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE �,�' FOLLOWING I- HOLE DIAMETER 2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >5!8' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2, ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE ol SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5-D DBL STUD ALTERNATE MATERIALS STUD NOTCHING 11 �1 AND BORING LIMITS i? SCALE: 1 12'=1'-0" SCALE 3/4"=1'-0 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 FM: 407-774-6078 FAX: 407-7744078 www.abdesigngmp.eom AA #: 0003325 M 04 y � a a b FIL id- a -1 1 W 0 BVHDIV. ae LOOT ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJECT# 04181.04C-08121 MODEL 4EBB "1828—CALI" GARAGE 19MMO: LEFT PAGE: DETAILS 160 MPH E . C 10 DwR1E 12/07/21 SCALE: 1/4"=1'-0" 3*1ZET S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 N0.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/(3)12d @ EA 4'-fY' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4' TO 30'-0" (1)'9C BRACE 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2)-V BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1X2, 2x WOOD FASCIAfENGINEERED NNECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d WOODGALV. COMMON NAILS. V O/C, ix2SECURED W/ 10d DRAWINGSGALV. COMMON NAILS CONT. 2x4 RAT RUN 17'O/C AL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN VTCR SPACING (1) AT EA AND 5'-9' O PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 41W' O.C. (AT O SHEATHING SEAMS) (BLOCKING �.�IRE-ENGDWOOD NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK - W/ TRUSS PLAN W/ 1fY' DIA ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY S' MIN. EMBED. AT 32, OC MAX. SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8" O.C. MAX CONIC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 0 IU-U' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL JI [1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesfgngroup.com AA M: 0003325 b �l SUHDIV. ee LOT ABBOTT PARK LOT #8 BLK #12 PHASE #4C [PROJECT# 04181.04C-08121 MODEL.• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C SUHDIV. ee LOT ABBOTT PARK LOT #8 BLK #12 PHASE #4C [PROJECT# 04181.04C-08121 MODEL.• 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C GABLE Eno >�-� =,k HIPNw ROOF VMND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: H- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132' STRUCTURAL SHEATHING EXP 1 4020 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19I3Z' 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 2.4 BLOCKING ALL PANEL JOINTS WY IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STR. SHANK ASTM 10d RING SHANK, 212" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Ed RING SHANK F16 67 SCREW SHANK ER INCH ) RSRS-01 8d RINGSHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 K IItH uH IKUJ, ROOF SHEATHING EXTERIOR SHEATHING Z USE 12" COX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP o ❑_ BOTTOM PANEL AND ad RING SHANK GUN NAILS AT 6' O C. AT m INTERMEDIATE SUPPORTS OR 7I16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2T. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD 16'O C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ aI nrumlr_ oco ntnn lur erucro n c NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 BRIN WNNALQOC TIIBN. Oi- 61 m0 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING , C#8 2' DECK SCREWS @ 6'A" O.C. MAX 0 EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN I ON STRUCTURAL DRAWINGS. APPUCABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402I602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD,FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC331C33M MMMMAGGREGATE SIZE SHALL BE W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. PROVIDE 64AL CONTINUOL]S POLYETHYLENE VAPOR BARREN MEMBRANE UNDER ALL R1830NGRIX#D WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WFI H ADHESIVE TAPE FORM -WORK - FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST EDITION'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SWILL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF BORATE PRESERVATIVE TREATMENT: DI SODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED G 1LV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN SP OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al OB4/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY- TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT RESAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LAVE LOAD 40 psf AND VERTICAL BARS SHALL LAP e x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 Pt TOP CHORD-nancanwrrent NEVIWOOD TRUSSES. 10 psf BTM CHORD +ron-oo Ol TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" Y6 BAR - 45 BAR - 30" #7 BAR - 47' 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSVASCE 7 88: 1990. pMT TOP CHORD p TOP CHORD (7 psf ASPHALT SHINGLES) (1 pssf wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 p 5 p psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W ND UPLIFT: 10pof MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL es TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =10) MPH SUSECONDCRI GUST (ASCE EXPOSURE C, RISK CATEGORY IO (FBCBLE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LAVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL NTS: OW, PASSENGER AND DECKS: GUARDS AND HANDRAILS: 200p GUARD COMPONENTS: SOOM PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION OM: 4 VEHICLE GARAGES: SOps( ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: AGE E MASONRY' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40p6f MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" TMS 402 BUILDING CODE REQUIREMENTS FOR MASONRY LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW. STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY. TY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK CO OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM GRADE f.MA = 2000 PSI. BLOCK SHALL BE PLACED USING MANUFACTURED AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRA N UBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM W GS S BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENT'S) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 6" TO 10°. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: TYPE "M" OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE E SIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 000 FOOTING FOOTINGS VIER DE �. PROPORTIONED AND MIXED DUNNED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL 8E SIB" THICK UNLESS OTHERWISE NOTED. REMOVEVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE NIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5PH- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SWILL COMPLY WITH All THE REQUIREMENTS OF ACI 318AND ASTM C94CM OR MEASURING, MANG, TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON TFIERE 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 RESPONSIMUTY OF THE TESTING LABORATORY TO NOTIFY THE OVMERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH IFOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER /-12PFOR #b AND SMALLER 2PFOR MAND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS 1-1QPFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILLCM CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy - 36 k FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/1 00M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 k. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE-NUr LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL, FASTENER SCHEDULE VMNDOW AND DOOR BUCK FASTENERS FASTENER APMICATON SIZE TYPE SPADING REMARKS PPPLICATiON SHE TYPE 1- REMARKS x2PTFUMINGTO CASE NaRBENED- _ e. GARAGEDOOR BUG( TO MASONRv,RWC. N,qA NO WA91Rt iAPCCN MA�OfRv e•0� ?ENBED..'ENBg3T., tl?EDGE BAST. 6Gq PL. ExT. gXW3 CASE HPRBENED qxL 9'QIC WINBOWNOORI FASTENED GARAGE BOOR BOCK 316-g0.0R M'- E%PANBION BOLT 140C(gA) YEMBE�., O"EIJG DISH.. Ix PT. SEENOTEB 1- O,C It?qIS Eg6i. GSE NxRDEKED Wl1. aac YnNDowmooa PASTENEB RAPro CONTACT THIS ENGINEER FOR SPACING +x PT sEErpTEs sTAccERED mwsonA`'av ICONO REQUIREMENTS Exr.sWNG aooR iml w+As�REAa BUCK2x PTSEENJTE6 FASTNER P¢qC g6T.,1 EDGE DI6T. 2z Pi WPNpgN Btx:K PPF 21 Y�C� ENO p3T 1 Pt O6NEEL COL, SEEW� EB a• EDGE g3T.1? OTEB NOTES I. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NCA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HllTI X-ZF HEAR DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NDA OR THE SPACING DETAILED ABOVE IS W NOOW AND DOOR BUCKS SHALL BE AS W DE OR NICER AS THE DOOR OR WNDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com AA #: 0003325 J 14 44 N a C 3 4M. cl C a L A w L O 9 r BUSDIV. Be L.07il ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJECT# 04181.04C-08121 i[ODEL' 4EBB "1828-CALI" GARAGE 8111RMG: LEFT PAGE: DETAILS 160 MPH E C Ci A ABOtKMACRA NO 93723 of D 12/07/21 II SCALE: 1/4"=1'-0" HEFT s N1 KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED WITH SINGLE SPANS INSTALLATION ANCHORAGE DETAHS ,. mamacwrrowLtnxs,mAwwaeasa,ocmnrwemM oaNEmuaiwNawe�•"io.'K °n°te'wa+cwer'nY�a«r•ierAsne ra,aw. ,,.M..Lau<i.ALAL,Ta,xa iorawMa »at sF�ner�'c"Ka�w'LekOern�ew�sDa'�'auc�:wuss 4 tYnoYFntau,etoq»,.n.msww«e»naawwdx.mw®aXo ea»wnw«ewaaamw.arsrwwmLAe.m.,r. »•Aro+.mL o»XaKIELrz MduLED W:T LlLLNG 3.+aawYeoA:,�•a`.ur+irzcDomAimooucrwamo.,»»mE» wa+axowcM,a 3WLYNMdA9tww awltKTLULGMCAFR. W.n»arMw � wp(wMFWptOVNLKgMARAgNBPwwwMAILKOe Aw a:FIT YWL9wOL,EMEDTCNwAMe afwmmAlwawYw w»K HLmAm�m'uie�»o ,ea:orrw`�"'ammsw,�»` wtDAR. a�aa.aLxanrs Laoaecra»»] w.+.Lr.D]oe,tw K�+ti rtrtwwanN�womK,Nc+,anwiwaaern Ea.,A,w.wwrD.am,.ETADATtaa 8TN11LA 9,NF0. MwiWAAPADDIMwaNWLLLCaEN 9 xFGDIOANi AMC �pTwNaFMfWA4ALIM.ONa4VOL LtwLEr AEI AMM,wYxAGTip[R4 ]' �NOf � Ma iwLw°�a�wofnriwam 'i'.�AUMc�K�°xa, a s� R� L»�wuLo�YAcwrwA,ee aiXnw<uuaa'LNruro< D ]KF4VwANlrewtalEAt MONiNMA.MRLC 00ffrt � 9C][aALCNLttrL]+. DESIGN PRESSURE (PSF) RATMOAT Ur SPAN (NOTE 2) Vona eewLrLLL®e 1MLAMANMtlNsae pnrla[eq n4oNLRwue u•n1Lallo,en IETeLIKAReA (WJAAB6Krt4 FEraE 1eLN. r TwK .Law ua 2 Law Lam f'•aL / �vw•n .9a,/-Laa XM WA N. ,AA aLLa VDam FOw,i o-wwan t a-c]re4 wL.,t-w] uL ..,L ,r 69nE • e,AA-D-wE Lm M. MN 1d,m LOwrt F'11p1 / ,-a».+w .L. f-e .0 ..,. �-wWL6/J-OWNw. NL%p „ LB.N LIL6wL[ LK9wL ]IwNI > M MImL 9 LeO.Y N,ILL Bf (p1PYm ,DEaa LLp a VeY w�OLOE 9�1 Q W LOw•�I.�YIE�MiL,0iL�0. L9wC aaw aRLa, ews NwAi, �M/b I, 6L 9 M ,wtsYm L,m x ww amar nitr>oMn M w•, ,r. ,r Mw ,r. � •wa a Mw a rw swu ra dwrADAmlw ma 9DaD r9rto D9eLL•twI ww otwatic me ca,n,NLLo.L YL LxQI L IR m,t¢arM ornu aoiA'iu»awo9wmaDucrawaL9axw,ww,wtla TABLE OF CONTENT wLrAciw]DF,cMMOAE4AiEafcrc�encarauw aacr w�wu wafart"auwi ki�wuan ,a aeil9ttL Mms Nw9wta twL,oL sown A,IlauL A]Law.wwo.mm,.arnrmrED:Ew.Emvuw,Hu:€, w» .ww]Ko. ewEs rww wowos A].LLors sw MDYNON.aRwiNGF LNwd dwa,M10N NY9L. WIALAOI 04.rtfellDaw, ' LtIIN,ALa1 Nwi 011p9wp OO�A. a 9wt.,ALwtI oe]]as • D9Lum L ortLn Nw new rLnaa t ere VINYL SOFFIT INSTALLATION INSTRUCTIONS DP RATINGS AT VARIOUS SPANS . FAVEvIwI»bImAM4I ,.,. rXE9wTALuwDACADas LEceoXLawwttEN wEeaeaKwaoLNn 9IKK4E Isveoiwast.,Mra]Nrtaw. taw,nrE.vFa .. soar Ir LwrAuanGN la nExcowxuaArnn o6Lr As Late A$ rewu PEaMAE AW L»Wl 941E WYiA0E9. t3. SEf rAOLEONI•ai YEETFORLRK1ea W'. TY'. ,LIT'. M'AXa N'. z.IwTKa,tavF,urEwrna Y1 MS,FXF»eaH4,.LF lK,YPF, eRf, 46LaOMFNTAMfaw aSr4KF NNRVI lEI1ENitllAEL+ELTtOE BWTMTE. SEL FASwIEA 6{]EgItE rAeIL CN TM 9tEET. ._ FEYaA1EDN.pLEA1EMDDEWKLFIYFESOA0.I:DINfiM1]NOFEYlL9 ]D STUCC�,iwD.ewCA rE,EEAA,Owregl FDDEP6TNIEFA 91MLLDE e,lpr W NEYEAxDF G4M]art4aFeuee,WrF.YA1P.MK. !3. FAa1ERFL MJGTXLYKMN N,xEL•BTAUALIGN i>trKLDOM)r TA,IENTa ALLFAeIE»Ew65XALL xAYECOflAO&ONIEawiANTGWINGLOP #tl!� aF <OLPNKN AFewTKtiwafa"ALGOWAaaEmi» ixE BUL9YAATE WiFA FASTENER SCHEDULE Dar onnu . ,t•• OAR• aMEOT x 9Ke -a/•• ,/r wmAtt ,BLODt Q.raaevm aam. aDERYwELX ,_>n• ,a tw aaao L-�/r +tr nstLLmww Lam anX Laws m oALMn rllNao. wat ,aaL r9wra s � w Y�iLLnwa�o a twwK « nsmo .rto wram.e wwLerrz MIL P„Own, ,K s4nvtw ro wraw wwmwGrt e/o rL.. twNN ovw wo RD.09 79 .I65 0. 18 0 IS4—�L411- ..4221 1/2" J-CHANNEL/TRIM I: VINYL (No. 1100) ITT roII22, =125-7 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE W4YL SOFFIT sus J-CNANNM FASCHA 12' TRIPLE 4 SOL.O NO. 0623 SOUR SOFFIT 12' TRIPLE 4 FULL-0-VOW 1/2' J-CNMMEL 4• FASM NO. 0622 VENTED SOFFIT VRM NO. 4100 ALUMINUM NO. 9700 12' TRIPLE 4 FULL-0-VENT ECO NO. 0639 VEMM SOFFn Ir TIINE4NA46Vw1T /t9D.aa12 aBwIDaOww eL,W Lr awiAttATIIa• OETKMAINWf ONeiN HY011'M Ytia'E' (LXB,A BB�YD6F Kr aA] tl ec Ea] sc] e4Aa Pa[ SS.4 4 M at Sia >trf eeA&C Ac u.L «a uo e6ca D6[DaE Aa oe i J11 a6v .t. aa. M A AB[ BILL OF MATERIALS �* ' awow,r�•aa LtxaAe re LMR, , 4w Lwwws w e tlN ,tsFe Ls¢ tmL atm ,) i4-OWLES - � aNww W LXQI ] xaw - LEL tLL.wo a stair ] aFE 'a L Dom. 1-4Y fwOl mlt caaE,[ Mw � • Derr awns L ,-a/•• ]a.t aM, aNa ] ,a w a T/,r awN D.La,w acwr r ,w IalaLl slug 5,f8 'x smA w r ,wtN9L. aoeD aMmt - m - aM ALa sore • x r ,taMw..00D 4Tat - so . o.0 t9a +are u ae aK am ASCIA WOOD OARD BY OTHERS © TRIM NAIL INSTALLED THROUGH INSTALLED OHERU FASCIA @ 16" O.C. MAX SO THRU SOFFIT AND J-CHANNEL AT NAIL ® STAPLES INSTALLEDFFIT 1O HEM AND IN VALLEYS AT THRU SOFFIT AT NAIL HEM AND IN STAPLES INSTALLED MAX (INTO ® FASCIj4F �1�2,,',O..C. NELO3v=D) IN JLHANNEL DETAIL A 2X2 WOOD BATTEN® FASCIA TAPLES INSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS RSX3- WOOD SCREW OR SO APPING SCREW, BATTENATTACHMENT 7O STAPLES INSTALLED 0 FASTENER SPACED 24" 12. O.C. MAX (INTO M . O.G. WOOD) IN J-CHANNEL SLOT OR T-NAIL (B 12' O.C. MAX. (INTO OFFIT O CONCRETE/MASONRY) �NNELO WOOL 'YJ DETAIL D O STAPLES INSTALLE J-CHANNEL THRU SOFFIT AND FASCIA J-CHANNEL AT NAIL HEMAND IN VALLEYS l I DETAIL E J-CHANNEL BATTEN STRIP ANCHOR® 10d NAIL AT EACH TRUSS/JOIST/RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO FRAMING �1'RUSS/JOI / BY OTHER EMB. WOOD —DETAIL B ;HANNELO J-CHANNEL FASCIA ® BATTEN STRIP ANCHo IOd NAIL AT EACH TRUSS/JOIST/RAFTER LOCATION NOT TO �l'RUSS/JOI gY OTHER EXCEED 24" O.C. INTO , STALLATION SCREW, THRU SOFFIT AND ATTEN ATTCHMENT OS JLHANNEL ATNAIL rSTAPLESINSTALLED(�ONWCRETEICM ASTENER SPACED 24'"® HEM AND IN VALLEYSAX O.C. TAPLES INSTALLED 11 1X2 WOOD BATTEN T O.C. MAX (INTO OOD) IN J�CHANNEL BATTENO LOT OR T-NAIL 012' O SOFF .C. MAX. (INTO NSTALLATION SCREW, OJ-CHANNELONCRETE/AIASONRY) BATTEN ATTCHMENT S itMAXFASTENER SPACED 24" 9MAX OCTAPLES INSTALLED DETAIL C12'OCMAX (INTO WOOIN J-CHANNEL J-CHANNEL U OR S SLOT OR T-HALL§ 17- O C. MAX. (INTO WOOD (NOTE 1) CONCRETE/MASONRY) /-CONCRETE/CMU OR 1—WOOD (NOTE 1) NOTE 1, MINIMUM SPRUCE -PINE -FIR FRAMING OR CO NCRETEIMASONRY. BUIUNG CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' SPAN'L' SAVE WIDTHF EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) SEE DETAIL'A'-' SEE DETAIL'E' — EAVE CROSS-SECTION SINGLE SPAN WIJ-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END CONCRETE; CMU OR WOODAMk (NOTE:1) OFFIT SEE DETAIL'D' SEE DETAIL'E SAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 9L Y �—D—a CrAI • _ 12" TRIPLE 4 SOLID SOFFIT — ViNYL — NO. 623 Aeop J:0_1��m� a -MIL 9 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 �XftE�g,�t111;>�y, ;ttf4titt�rlll{f/r 12" TRIPLE 4 •—VENT SOFFIT ECO NO. 639 CMU OR WOOD (NOTEA) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdmigrkgroup.com AA M: 0003325 m a F R 9 IP SUBDIV.ABBOTT PARK LOT #8 BLK #12 PHASE 4C ROJECT# 04181.04C-08121 MOaEI.; 4EBB "1828—CALI]" GARAGE SIWMG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C R 2/07/21: 1/4"=1'-0 "D1 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 1 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. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA 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." LtAVt AYh'KUh'KIA I t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER H-J( BATTEN NG ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT J_ n ° ° 1" FROM END ° OF SOFFIT ° 3/8" FROM END OF SOFFIT ° FIGURE 4 GREATER THAN 12" WIDE SOFFIT 11 P FASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 F x � a IL A IN C E Lam"' gCg C SUHDIv. do LOT ABBOTT PARK LOT #8 BLK #12 PHASE #4C PROJECT# 04181.04C-08121 MODEL• 4EBB "1828-CALL" GARAGE BVFMG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C 41-c1 937 DATE: 12/07/21 scALE: 1/4"=1'-0" 8HEET s D2 h to t c.