Loading...
HomeMy WebLinkAbout7777 Sail Clover Ln99 182'8-4EBB-CAL199 ALL vlv(� q�� NA I'l jN'i" t r } jR"lu" F OR oINA 1 'MYa,Si i swoop HOMES INN cl ,01 a' ^ r, v 1 i 9 �, 1 12602 TELECOM 1:>FRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -PIARO)A m=MG (ODE, RCEMIn A1, 'A EDnzoN ( TA -ALL LOCAL AND STATE CODES ABV. ABOVE LAN. LAVATORY A/CAD AIRCONDITIONINGLUMMC. LUMINOUS ALT, ADJUSTABLE E MC. MEDICINE CABINET AMP ALTERNATE MIN MANUFACTURER DATE DESCRUMON m"""6 `Dtwuw ARCHITECTURAL SHEET DESCRIPTION 0/8/I6 2m11 FBC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B BAD CL CAD CLG. BOARD GE CENTERLINE CABINET CEILING MT MED. MT, N.TS. METALTHRESHOLD011*Ab MOUNTED METAL NOT TO SCALE PG Cl—COVER SHEET PG GN—GENERAL NOTES COSFE-ISSUED 02/21M 6IDNG ELEVATIONS ADDED 03A6/I6 CD'6RE•1861JED TAMPA, FL 33637 'BASIC WIND SPEED - Vult=160 MPH CLR CLEAR o.c. ON CENTER PG Al —FLOOR PLAN 04/19A6 FOOTING REVISION PER It BOUE6 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAR. HEIGHT AS PER LOCAL CONC. CPT D. DBL. CONCRETE CARPET CEERRAAM TIE DRYER DOUBLE PL PH PLr. PLYWD PROPERTY LINE PHOHBUTrGN PLATE PLYWOOD PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN 06/e1/IB CD'6 RE•1881ED 02/" ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYEI6) AND STATE CODES DG. DIM. DUAL GLAZED DIAMETER PR. P.T. PAIR PRESSURE TREATED PG MI —MECHANICAL PLAN 02/12/19 F'L4N MANTENANOE 03/e8/19 REVISED LINTEL SIZE AT FRONT ENTRY DOOR DIM, DISP. OF, DR D.S. DTL. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL R. FAD. REP. REF RM. R.O. RISER RADIUS RETURN FRIGER RGRILI. REFRIGERATOR ROOM ROUGH OPENING PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL • STATE OF FLORIDA SQ.FT. CALL. S m4/24/l9 ADDED ADDITIONAL RECEPTACLE MGARAGE PERUNLL BATSONlMELBJ m4R4119 REVISED HVAC YOLII"IE6 ON SGFT GALO SCHEDULE (I•BLBI PROFESSIONAL ARCHITECT: LIVING 1628SQ. FT. D.W. EA. DISHWASHER EACH S.C. S.D SOLID CORE EXTDR SMOKE DETECTOR 06/12116 ADDED TXTEIWMMOW DEEP FOOTER'DETAIL RV6W1(ORL) PG WAl—WALL ASSEMBLY DETAILS 0641/I9 ADDED LED LIGHTS • KITCHEN 4 BATH PER MARK 5=6 ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 GARAGE 430 60. FT. sm 16 50. FT. LANAI eB $0. FT. TOTAL 2362 SOi FT. ELEV. EQ. EXH. EXT. F.G./FX. F.G. FIN. FL R FLUOR. FIG R. GA. GAR. DISP. G.FL GL. ELEVATION EQUAL EXHAUST EXTERIOR FDtEDGLASS FUEL GAS FINISH FLOOR FLUORESCENT FOOTIN noon GAUGE GARBAGE DISPOSAL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS S.H. SHT. SHTHG. SHWR. SIM. St. SL GL. STD. sws TEMP TBK T.O.C. TO.P. E.O.S. TOP. SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TEMPEERNEDGIASs THICK TOP OF CURB fOPOPPLATE TOP OFSLAB TYPICAL PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS m1/19/IS ADDED STONE OPTION ELEVATION C 4 D (TAMPA) O%AMIa ELEVATION'.' 61ONG-ADDED LOUVER • GABLE ROOF 1012DAS ADDED OPT 8•m' CEILING HEISHTS OV" REPLACE USP CONNECTORS UM714 SPPSON CONNECTORS m4roU20 REv16E ENCAVENT RADON PLAN DA'1EI�IONB 041VWV OPT. W-m' CLG. HGT.- ADDED LED LKsHT N FOYER "OS00 OPT.6'-0' CLG. H.T. ELEVATION'C'- REVISED FRIGHT OF ARCHUAY 061ft/W ADDED ELEVAilONS'L' rl' (oRu STRUCTURAL SHEET DESCRIPTION GYP. BD. H.B. HE HOT, OR ITT INS. GYPSUMBOARD HOSE BIG HHADDEERR CORE HEIGHT INTERIORON U.N.O. VP, w/ WDW. WIH W.I. UNLESS NOTED OTHERWISE w � GDF WITH WINDOW WATERBEATER WROUGHT MON 01/B/e0 ADDED ELEVATIONS T'IG'-11Fi'•T1$' IORU PG Sl—FOUNDATION PLAN PG Sl AA —DETAILS PG S1.2—DOWEL PLAN PG Sl.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. Grovel 2CemFNSCUPDATE 0310MI ADM saflT DETAILS m4/e641 ADDED ELEVATIONS N' N 'a (OIL) 04/2141 ADDED ATONE OPTION ELEVATION'.' (MELBOUFNE) 000 ADDED ELEVATIONS'P' 4 '0' (OIL) IF ANY ASPECT OF THE CONSTRUCTION ( AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETMUNG OR EXPLANATION IN PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S2.2A—SAFE LOAD TABLES m6/IS/A ADDED DEN OPT. (TAMPA 4 FT MYERS) 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 PG S3—FRAMING PLAN PG S3.1A—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1B—DETAILS CLARIFICATION. PG SNl—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDl—SOFFIT DETAILS RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. i N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.coIn AA k: 0003325 o SU13DIV. & LOT ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODEL• 4EBB "1828-CALI" GARAGE SKIING: RIGHT PAGE: COVER SHEET %16 PH EXP. C 11 - • '�• c �'Ti9 - PRINT ON3 15 21 DATE: I / SCALE: 1/4"=1'—O" SHEET C1 A GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. STE 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 %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES! TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 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 ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH % AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 Bb, ASTM-Cl D63-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1l2 GYPSUM BOARD. R302.7. EXTERIOR CERJNGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFlTS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) IS N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeslgngroup.com AA N: 0003325 4 -III I a a as N* stmDIv. de LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 11[ODEL.• 4EBB "1828-CALI" GARAGE BVFMG: RIGHT PAGE: GENERAL NOTES 160 MPH C 11 A- Ad NO racura 06 15 21 DATE: / / 9CAL.E: 1/4"=1'-0" RHEET GN 39'-8' ollo o o�/tttfo � ollttttlittllollttlYtttt/lo of/ttt/io I • ME o �lltttttll0 - — DIIIO 1111' li � WE i � q O . y o on WE = _ . MINI o RE \� • � V� i e • i ° O � e MOLLARD i oAS IREQ PER`..� _ CODE So GUAGE a 4 ^I O' Ia1'11 I i ® EGRESS alltttttl!o o!p�tttio 1 o lt/tlol o-------------------- ollt/Iro, 1 FLOOR PLAN SCALE: 1/4' • I'-0' -* 9 Itttttttttttl SQ.FT. CAM'S LIVING 1828 SQ. FT. GARAGE 430 50.FT. ENTRY Nb SQ FT. LANAI 88 SQ. FT. TOTAL 2362 Sa FT. 00W O M AND CLADDIR NSC LWIDS BW 00 EFOSWE FOR 3 8300I1) 0161E 01134106 Sam USE 110YPHODMO IBWO ANDTRE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SAD. MIN. 41 5 31/-39 CRITERIA 16010 OAD. 112 5 28.2/-31D 12'x12' SOFrIT 1 5 313/-4S.S BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICIENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = ll'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONRIOL OA18011" c 1'-4 DBL. TOP PLATE 9 BAR DETAIL HDR. DTL. A SCALE:I/2'•I'-0' B SCALE:112 I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' l35 MM, IN THICiWESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774.6078 FAX: 407-774.4078 www.a bdesigngroup.com AA #:.03326 a o R a N, fBUDDIV. at LOOT: ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODICU 4EBB "1828-CALI" GARAGE 8NING: RIGHT PAGE: FLOOR PLAN %Q60 MPH E PRINT 08 1521 DATE: / / SCALE: 1/4"=1'-0" SHEET Al SHINGLE ROOF---_ DECORATIVE FOAM DRAIN TILES b' RAISED BAND(TYR) W-O' BRG. HGT 1'-ID'� Ib'X60' FYPON DECORATIVE SHUTTERS OR 4B EQUIVALENT Typ. I 4' RAISED BAND (TYP.) m'-m' FIB—'F b I FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A BANDC) N -'k B OPT. COACH LIGHT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE T AREAOFATTIC = 2364 SO, FT. XETFREEVENTILATION AREA REQUIRED = I/30D JEQUIRED VENTILATION AREA = 2364130D 7.88 DENT IATION AREA X SO, INCHES PER FT.(144) = 11SO, IN. 34.72 WIN.REQULREDVENTIIATION = .5X 113472 N UPPER PORTION OF ATTIC - 567.35 IN. OFF RIDGE VENTILATION AREA = 115501N. PER VENT 567.36 /11S FOTALY OF VENTS REQUIRED 4.93357 TOTAL If OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERINRTER OF THE HOUSE, LESS THE OVERHANG (EXTERIOROF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) HGT. ,�B'-0' BFds. 1-*T. 4B I I EIL11 VJA I I 4B TYP. I I I I FLR 0'-0' FIN. FLR- REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH W-0' BRG. HGT _ _ 8'-0' BRG. HGT. F-1 i0 in LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT _ _ _ _ _ _ _ _ 8'-0' BRG. HGT IA .9 0'-0' FIN. FLR --'-'------^'---------' --'-----'-'---------'-'--- �0'-& FIN. FLR& FIN. FLR RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH DECO. DTL. A SCALE: 1/2 . 1'-0' 04 Ji 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003326 H W 0 x BUBDM Ae LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODEL: 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: ELEVATION "C" 160 MPH E . C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125Y OUTLET 20 AP 6N SLE POLE IIOv OUTLET IWV CUTLET V2 OF OmsT Mono To SWITCH � an IIOV OUTLET BOUPED WMRID FA L IE NTERMR (TAPER RESISTANT TYPE) 220V OUTLET (4) MRS COHHECTCH Ext. W°TERPItlQ CIII.ET GROUND FAULT NTEoWIP1ER SWITCH SWITCH 3-WAY OPER $4 OUTC 4 I 4-WAY 01-M BALL M WED v LOW CEILING LIGHT © LED CLG LIGHT LED VAFOR ©v' PROOF LIdT O VP VAPOR PROOF LIGHT Op RECESSED CAN ® VENT. PAN 1 CFM PER SG PT. T.FAN "law i CRT RR - FT. V FIxn (sPEc's TOO Or (RELCE�6SED) AR71ND Fu T ]-OLEO WIRIP AROUND (SURFACE 1-INT.) 2' "CRESCENT 4' FLUORSOCEiT C W TRACK LIGHT O PANEL METER OS.D. SMOKE DETECTOR OAS 1701 WALL MOUNTED S AIL earx•uP 1�) @Mon DETECTOR VH. ®oA 6/CO COMB � � COT' NToeeo»ra® SHALL EE A DHEN 4C Q NOT LESS 7H®1 4' -FROM UALL PEDANT LILT Tl\ "TUmAL sAs OUTLIET ► TELERNOPE JACK WATER NEATER ml AM 016GOMECT AIR CONDITI See Aw ON DISCONECT I-� MjVmm JACK CEILING Cox OJ_OOX TO EIE EUPPORIED N ACCOIbANCE IIY BOX MARKED As SUCH FOR CEILIYN BOX RXQ URE FA &M-17 M BE 61lPORTED IN ACCOICANCE W BOX MARKED AS SUCH FOR Wwwrm pans 24• INCANPOSOVIT LILT STRIP nnnnnn 36' IHCAFD[sCER LIGHT STRIP ennnennn N, NVIANCESCENIT LIGHT STRIP FLOOD LIGHT OPT. seem ICEn•AD • PA MA H-BUTTON FOR CHIMES use PORT • LOCATION OF TV JACKS N PHONE CUTLETS N PANS TO BE VERRIED N HOMBOUNER PRE -CONSTRUCTION MEETING. • ALL e 4 20 AP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF Bill TTH EDITION f2R2e) 4 NEC 21OD ]RIM !•DITCH • 20 All• DEDICATED LAINDRY CIRCUIT. • GR N ISLAND (NOT ON KITCHEN CIRCUIT) • DISHUA W ER DISCONNECT TO BE LOCKOUT N PANEL • BATMIROCM S)G"AT FAN TO HAVE MN. CAPACITY OF be OM INTERMITTENT PER ELECTRIVI CAL PROSIONS OF SECTION MEOU FBOe 7IT14 EDITION (2d M3 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CRRDUT-NTEREERER PROTECTION FOR PERSONNEL ON PRICERS • MRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROV161" OF PAM TTH ED (20)0I • ALL WORK To COMPLY MTN ELECTRICAL PINW61ONS OF TYE PBOR TTH FID (]02RN • ALL LAIM SNd.L RE SELECTED BY BUILDER AND E4.MCY) 202. Th IE2iTICN R4/O41 CEILING MTD. LIGHT �' %unRED LIVING ROOM TO BE INSTALLED, I Cl FAN (\ 7 PROVIDE L' \ 'J PRE -WIRED \ U-BOX FOR OPT. FAN I \\ GPI CLG FAN(! J / DINRO M I I 1 I 71 SWITCH IN OUl — — CABINET FOR DW r — — — — — — GF BDRM.#1 PRE -WIRED / Cl FAN _.O -i O_S_ • I • W U 1 L�' r� / I I 1 I 1 J ADRM.#WOOD WIRE WJ FOR ® FU'NRE MICRO �. ,7 � I IIII � PRE -WIRED BDRM.j Cl FAN CLG FAN \ I GFI o I S� I �• O I GARAGE DOOR \ _ o L II II n \ WALL MOUNTED BOLLARD LIGHT W/SWITCH IN �R ASBLDG \\ ATTIC CODE \ \ S/CO 1 \\ 1 � CLGFI % KEYLESS OUTLET H FIELD BDRMj FXTURE / FOYER VERIFY LOC. �LJ IRRIGATION OUTLETENTRY GARAGE 48' APP. Gil ' ]PRE -WIRED CLG FAN y� I •/ M _ -- ------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • P-0' I�L I I I 11'-�• I'-6' I LED LIGHTING Cap SINGLE LAV. BATH 4 150 AMP ELECTRICAL R15ER NOT TO 6OALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY MTH ELECTRICAL P14"619" OF THE FBCR TTH EDITION (2e202 LOCAL C40E6, AND ALL LOCAL POWER COMPANY rtCUIRE IRM D. ALL CONDUCTORS SHALL BE TYPE THN/TTN ULES6 NOTED OTFERISE. PROVIDE 160 AP, 120/240 VOLT, I PHASE GEC40 DARV ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CW N I-W" DIA 601-EDULE SO PVC CONDUIT OR PROVIDE 3 4M ALUMINUM (AL) IN 2'. DIA SCNEDU.E SO PVC CONDUIT WLE66 SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE MTH THE ELECTRIC COMPANY PRICK TO BID. I I I I e I I L i I � I LED LIGHTING @ DOUBLE LAV. BATH Al PROVIDE 37ro CU, THw • 1% CU IN 2' CONDUIT OR 3 %M AL, THUM • 1% CU IN2• CONDUIT OR 2/0 AL. SPAR (CONDUIT TO TERMINATE ABOVE SOFFIT N OVER•ANCL CCMISNATION SERVICE DISCONEOT SMICH AND ELECTRIC METER N PEMA 3R ENCLOSURE T211 Tt 6ERVCE ENIRNNNCE E(AUIFFENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELRN6I01 I SERVICE WirRANCS EfiURINT 1 4 CU SERVICE dF1=ND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE FLOR TTH EDITION (2020) SAD' DIA X S FT LONG COPPER CLAD GROUND ROD .1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.eom AA N: 0003325 ti 04 g 1'i 44 a k 9VSDIV. de I+OT ABBOTT PARK LOT #29 BLK #7 PROJECTS 04181.000-29071 MODEL. 4EBB "1828-CALI" OARAOE Ill RIGHT PAGE: ELECTRICAL PLAN 160 MPH E C N2 NO DRINT ATTF.. 06/15/21 SHEET E1 OND PLUMBING PLAN SCALE: 1/4 . P-V TO 2' VTR2, VTR KITCHEN I \ tIII�I 21�•-SIK W/ 2• I IIIR/ /� 3/ • 31I '2I• I!2' I I I/2-'f�lI 1i`/2 '' AUTO VENT I I/2' 1/1I 1/2' I/iI I/2 C2 TUB LAV2 LAV WG 3 3• I I 3• 3 I I/2"-i SHWR 2. n WASHER 2 PLUMBING RISER DIAGRAM .1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abde,signgroup.com AA #: 0003325 p s ��y 6y 1e � day el yaj 6a� GI A SVSDIV & LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODWU 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: PLUMBING PLAN 160 JkPH FA C HVAC NOTES I. ALL MECHANICAL EQUIPMENT 844ALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL, BE CONSTRICTED O° SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOTS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $HALL, 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. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM ? 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VJC OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE" RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THFW AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPGONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) •6XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSANK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYPN) vEXT. GROUND CLEAN -OUT (TYPE MECHANICAL PLAN SCALE: 1/4 • I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. ■ d N. RONALD REAGAN 81. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 tl as I9VHDIV, & LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODEL 4EBB "1828-CALI" GARAGE DWING: RIGHT PAGE: MECHANICAL PLAN 160 MPH E . C 11 PD A AR N 2 su"r 06 15 21 DATE- OCALE: 1/4"=l'-0" >9HEET M1 PER vr���1_ 2X4 TOP PLATE _ --- PLAR Y PRE -FAD TRUSS V!' CLG. BOARD SECURE ST. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS •24' O.C. BLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER T ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ 5/8, GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD 3 5/8, OR 5 I/2' DRYWALL 3/8' TOP CHANNEL (25 GAJ 1/2' DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24' OGG . 20 A METAL TO DE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5re. OR 5 CA15INETS AND TUD/BWOWER 25 3/8. BOTTOM GA METAL TO DE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA.) SECURED TO 15E SPACED 16' O.G. AT 2ND TO C0NC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND 15ATHRDCM Peep 4 TO WALLS W/ TILE FINISH WOOD FLOOR SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — W/ WINDOW OPENING ti W/ 1/4' WOOD SCREW `FINISH FLOOR 1—STORY TYP. INT. WALL (q)METAL STUDS (NON—BRG.) D 1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 16011.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE [4:)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF QV SCALE: 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE It OR ASTM D4865 TYPE III OR TYPE Iv UNDERLAYMENT. OLN PK MIM 1 GAO LN av aT. W_ W. roe BAY 2B GAS IdNE THRU BLACK .'-•. w•.r-r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9D5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATJ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR B' CMU S' GALV. e1cLL -• �15'r0" AD DOOR ReR reRTlu� TRAcx I nN Dr antRe 8r m". PASTIMM TO POOH TRAM NAACaro w PRODUCT APPROVAL ICO. s GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRKsHTB PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS Ax. 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2ON SWEET SNI. HIGIH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRMG STRIPS • 24' OIC. 1/2' GYP. WL. BD. 8, CNAI �— WOOD BASE J, 0'-0' FIN. FLR a " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a 1TH EDITION, SECTION R301.13 AND 1605B.1. n W/ WINDOW OPENING TYP. WALL SECTION n D NO OPENING NOTE: METHOD TO BE USED FOR THE (5"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4-0-0' UNDERLAYMENT IN ACCORDANCE WITH FBGR 505.1.1.1 OF THE FBCR 2020 1TH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4865 TYPE III OR TYPE Iv UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 b C 6 munDIV. de LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODELc 4EBB "1828—CALI" GARAGE BY/YNG: RIGHT PAGE: DETAILS 16 PH E . C 2x6 P.T. • CINTER OF DOOR HEADER SECURED W/ (U N' X a' J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X V6' WASHER 4 NUT OR W/ (2) , X 6' ANCHOR BOLTS W WABFIER 4 NUT 0 B SECURE 2X4 TO MILK WV IE 1/4' TAPCONS IN 1 IR' EMBED. a' Or- 4- END DIST, 1 VJ' EDGE DIST. 0 SIDS& 1E 2X6 GARAGE DOOR BACK SECURED SV (S) 1/2' X a' J-BOLT OR ANCHOR BOLTS, LW 4' MIN EMBEDMENT, W/ 2' X 2' X IW WASHER 4 NUT, (U WIT14IN a' OF TOP, (U WITHIN W OF THE MITM, IF (3) EVENLY SPACED. IU NOTES, ALL ANG40M SHALL BE IN ACCORDANCE TO MAMFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INBTIaJCTICI.s AM NCR@ BTRMf.ENT GARAGE DOOR BUCK ATTACHMENT w•.r�• 2X4, SECURE TO CLOCK W/ 3/16' TAPCCN6 (MIN. SHRANK SIZE J40 MN WEAR SIZE AM MN EMBEDMENT I V4') WITHIN a' OF EACH END 4 b' Or- MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 3/16' TAPOONS MN SHANK SIZE J45 MN HEAD SIZE 300 O' CMIU MN EMBEDMENT 1 1/4') WITHIN a' OF EACH END 8' cm I*' DRYWALL 4 is' or- MAX SPACING. 1.4 P.T. OR 5/4'X4' MN VJ' DRYWALL SECURE THRIJ FRAME 4 PX4' 2X9, ® EXTEND 1-1/4' INTO P.T. NAILER SECURE TO MOCK i'X4' BLOCK UV 3/16' W/(2) 3/16' TAPO" P.T. NAILER TAPCON6 DOOR CASING (MIN. 614AW SIZE .Wb 1/I6' O.6D. X 4' MIN. lMN SHANK SIZE .145 MIN. HEAD 612E 300 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING MN EMBEDMENT I-I/4' WITHIN a' OP EACH END WITHIN a' O' EACH END DOOR JAMB OR WINDOW 4 16' OG. MAX 4 b' O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW MANUFACTURES DETAILS, ATTACH TO 2X PER MANFACTIUEG DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" 1RNDOW TO BLO K +3/4" OR, +5/4" 2X4, SECURE TO BLOCK W/ 3/16' TAPCON6 MN SHANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 b' O.O. MAX SPACMG 2X6, SED SECURE TO BLOCK WK2) 3/I6' TAPCONS MN 614AW SIZE J45 MN HEAD 612E 300 MN EMBEDMENT 1 1/49 a, CI.,NJ WITHIN a' OF EACH END 4 b' O.C. MAX GRACING. I!1' DRYWALL 2X9, cm I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS (MN SWANK SIZE J45 DOOR CA6MG MN READ SIZE 300 MN EMBEDMENT 1 V4') WITHIN a' CF EACH END 4 b' OG. MAX &"'� DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" 11UdD0A TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/16" �1�D01I TO BLOCK +1 15/18" 2X4, 00 SECURE TO BLOCK W/ 3/I6' TAPGONS (MN SWANK SIZE .145 MN HEAD SIZE -1M MN EMBEDMENT 1 1/4') WITHIN 6. OF EACH END 4 b' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ZX6 = ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROL004 NON-GTRIUCTURAL WK2) 3A6' TAPCONS 3/16' TAPCON MN I-1/4' (MN SWANK SIZEJ45 EMBEDMENT INTO CLOCK. MN WEAR SIZE 300 MN EMBEDMENT 1 V41) WITHIN a' OF EACH END a' C'Ul 4 18' Oa MAX 6PACMG In'DRYWALL 2Xa, ® FT SECURE TO DLOCC I'X4' W971 3A6' TAPCONB P.T. NAILER (MIN. SHAK SIZE MS DOOR CA6MG MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 UMT14IN a' OF EACH END 4 b' Ol:. MAX 6PACMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANPACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" y 1/DQD01f TO BLOCK +2 1/4" 2X4: US SECURE TO BLOCK 03AW TAPCONS (MIN. SHANK SIZE ." MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 b' Or- MAX SPACNG. 2X4: m SECURE TO BLOCK W/ 1/4' TAPCONS (MN SHAiC SIZE J45 MN HEAD SIZE 340 MIN. EMEEOM ENT 1 1/49 WITHIN a' OF EACH END 4 b' OL. MAX SPACING. 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK UV(2) 3A6' TAPCONS WK2) I/4' TAPCON6 (MN (MIN. SWANK SIZE J45 SWANK SIZE J45 MN MM. HEAD SIZE 300 HEAD SIZE 300 MN MN EMBEDMENT 1 1/49 EMBEDMENT 1 1/4')-LrWITHIN a' OF EACH END a' C'Rl WITHIN a' OF BAC 4 END a, cm 4 b' Or- MAX SPACING. 2Xa, RE U2' DRYWALL 4 Ia' OL. MAX 6PACMG �' DRYWALL SECURE TO DLOQC 1'X4' SEC SECURE TO BLOCK IW(2) 3/IRr' iAPCON6 P.T. NAILER WK2) V4' TAPCONB P.T. P.T. NAILER (MN SHANK SIZE J45 DOOR CASING (MN SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16' OAJ5. X 4' MN MN EMBEDMENT 1 1/4') MN EMBEDMENT I I/4') WITHIN a' OF EACH END WITHIN a' OP EACH END DOOR CASING 4 W O.C. MAX 4 b' OZ. MAX SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUPAC URES DETAILS. MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +3" rltlxnnw mn wTnrr +a" 2X4. 013 SECURE TO BLOCK WW 3/16' TAPCON6 MN SHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 b' O.O. MAX SPACING, NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THIG10 W NON-STRUCTURAL W/(2) 3/I6' TAM" 3AV TAPCCN MN 1-1/4' MN SHANK 61ZE .146 EMBEDMMIrT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 114') a. cm WITHIN a' OF EACH END 4 W OJ:. MAX SPACING 1/2' DRYWALL 2XA ® ❑ I... MOM TO BLOCK P.T. NAILER WK2) 3/16' DOOR CASING (MN SWANMN HEAD "J4�b MN EMBEWITHIN 8' O4 b' Or- M SPACING NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) 7ND 2X SECURE TO STRUCTURAL MCI"IDER WK2JOd WITHIN a' OP CACN END 4 W TO a' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTUIEG DETAILS, DOOR JAMB TO BLOCK +3" F�nMIr Tn nTnc2( +smn prncr( +s^ NOTE, SHIM A5 NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" `� OA TO BLOCK +3 7/18" 2X4, WE SECURE TO BLOCK W/ 1/4' TA ICONS (MN SWANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 IV O.G. MAX SPACING. 2X6, m SECURE TO BLOCK WK2) 1/4' TAPCI" MN SHAW SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN a' OP EACH END 4 b' OZ. MAX 61PACING 2Xa, O® WCURE TO BLOCK WK2) 1/4' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 340 MN EMBEDMENT 1 1/49 WITHIN a' OP EACH END 4 b' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWROUGH NON-STRUCTURAL 3AW TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK L—A a• cm I/J' DRYWALL a 1 X4' P.T. NAILER j� I. P.T. X, MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS HEEDED TO PLU1D JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n 11i Ol/ TO BLOCK +3 3/4' SUN L 1 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 dd 6 i Q 9OU131DIV. !e TAT ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 U0DELA 4EBB "1828-CALI" GARAGE OWING - RIGHT PAGE: DETAILS %160-MPH EX2. C • :• • -<Ar, f DA•DATE: INT 06/15/21 aCAL,E: 1/4"=1'-0" $*MET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL p MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 30446.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 P111,495.4 6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 0 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 .9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WADS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 1S332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17969.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 23223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7Lh EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 SUN 1 d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 aq aq h ti SVHDIV. & LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODEL 4EBB "1828-CALI" GARAGE 8111WG: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C DATE 06/15/21 SCALE: 1/4"=1'-0" SHEET D3 PREFOR'ED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE MIRED TIED TO LATH • V — O.C. MAX(VERTJ. Non, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Ili' LEG MAY ISE USED TO TEMP. SECURE CONTROL JOINT DUREIG INSTALLATION —, FASTENERS TO BE SPACED---777 • 1' . MAX VERTICALLY / I / LATH SHALL NOT BE CONTINUOUS I' THICK 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIFBER BOLDING PAPER APPROVED METAL LATH FASTENED .1' (VERTU O.C. MAX AT SUPPORTS UM LAYER 9, STUC 0 WRAP WOOD SHEATMING THROUGH CONTROL \ / JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM PROVIDE 2X4 BLOCKING PLACED FLAT MAX 6• TO 5• PR71'I CONTROL JOINT LINEN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR— / 6TRCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C1063 2. MIRE TIES TO DE (NO. IS) 0041W MIRE / 3. BLOCKINGSHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN AW V w i 9 ,777-1/ O"M" TYPE CONTROL JOINT OL IGLD I4YAIC • R. A O l FOLD Ittlalp • A. A TOLD • W OFn.A iNW1O• ® LFOLD WINp•R.4 Pr. 4 CPWA90 PT. t.AMINE•PT. p aCRIll •Pr.0 1. 4MAW • PT. C ♦.OLD PT. C OIl14 Pi. 5 TLL I.T. c Tow2m O 41" . Tr soriam 1L4N0' WT.R T10M MAL FOLD. QQ mm art. ICK 3 COAT CEMENT ITER (MtAM , N' 7 COAT 4T n.Aeme (c LAYER 4, F)RTIFIBER :-M PAPER (Pent! QLT) LAYER 9, CO ILR MPA-6 OILY) ATOM O I1LtlLOtl451IRAP IK�4ILMT�LMIpW R, STOP GES(NRA4'IR OT�Y) ,i--NAY! Qe QW E 1 cmPOTALL PAMME AT EDTION OF GO 4 WALL Knorr ovIOt6 NOTE, .� APPROVED BUILDING UAR.4,P REQUIRED TO SECURE SMALL BE LAPPED A MINIMUM OF PIPE/ MIRE TO FRAMNG 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. WPM LA1l!R 9, ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P STUCCO I RAP MITM FORTIBER SHEATHNG TAPE WPM LAYER 4. FORTNBER GILDING PAPER METAL LATH 67r6'SELF-ADHERING MEMBRANE / \ FLASHING OVER 4•N4' SELF -ADHERING MEMBRANE / r WINE LAP • neru urH \ JrFLASMNG OVER APPROVED HOUSE LRG O•EXTEND ONTO FIFE HOUSE WIR/4I". FLAIll TO EXTEND ONTO PIPE METAL LATH UM LAYER 9, I 1' TMKK 3 COAT CEMENT W CONT. BEAD OF SEALANT STUCCO WRAP I PLASTER NSTALL APPROVED FOUW~ AIR METAL LATH INFILTRATION BARRIER OVER / `MINP�IQLAPINLOWcK� I.UMRB I QM LAYER 4, FORTFE'ER S EA'TMW. LATER 4, FORfIFIBER \GIL LAY � BOLDING PAPER ELASTOMERC COATNG OVER STUCCO/ PAPER \ / ( YARD LAYER 9, CV. FINISH (SEE M WALL SECTION) STUCCO ILIRAP WOOD MEATHING SECTION ON ryMrl4r Ezlerior use of Portland cement plasbr Comely vith the appl926tl mqw 18 requiremenm of ASTM C 826-1Sb. I• MIN LATH LAP• 4' OKR Inabtlatlon OI a#ml., Iathing and framing 2 SCALEr I V2'•I'-O' uL LAP shell comply With ASTM C 106319a, or ASTM 1787, ® KICKOUT DETAIL VERTICAL LATH & PAPER DETAIL SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BEWMEN SUPPORTS UT14 0JO415-K (171-MM) MIRE AT INTERVAL6 NOT MORE THAN S' (22S-M'). AS PER ASTM CIO63. FOR REPAIR OF TEARS IN UURB LAYERS. TEARS MAY Be PATCHED WMOUGE WRAP TAPE PER MANUF. SPEC OR PEEL 4 STICK WOOD STUC SHEATHNG PAPER STUCCO 4'N4' SELF -ADHERING MEMBRANE 6 FLAS104 (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER FLASHINAG TO EXTEND MOUSE MAIN H' i' OR LESS PIPE PENETRATION S..+Y•. i>.�- *'.1 CUT AND OVERLAP ONE SIDE OF—� SELF -ADHERING MEMBRANE FLAMIN�G��p �T�p ry STEP 01 STEP 02 3A PIfi�E PENETRATION DETAIL (F N.T.S. WOOD SHEATHING OR CMu WRB LAYER F1, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) " CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND 6k6' SELF-ADNER 4 MEMBRANE FLASHING (COMPATIBLE UW HOUSE WRAP MATERIAL) OVER 4'It4' SELF -ADMIRING MEMBRANE FLAMING OVER APPROVED MOUSE WRAP. FLAMING TO EMEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADME111M MEMBRANE FLASHING 1E) DRAINAGE PLANE (UJRB LAYER 111, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD OR -I/1(o11 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-a4l-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdosigngroup.com AA #: 0003325 V z Q a i a C 9VHDI`I, Se LOT III ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODEL.• 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 DAB 06/15/21 8CALE: 1/4"=1'-0" 8EMET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, 1. BOTTOM. 2. SIDES, 3. TOP VENT CAP 18 TO OE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IB TO BE 1 TOOLED SO AS TO DEFLECT I WATER AWAY FROM JOINTS. ' �X< E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL iX JOINTS AND INTERSECTIONS ' Ili APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, As' CAULKING - JOINT ALL AROUND PER SECTION R703.7 Exterior lafifto and plastering BACKER ROD Exterior use of portland cement plaster shall comply with the application X requirements of ASTM C 926-18b. 1X: Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER'(, -,..x STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 7, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 7, FORTIFIBER BUILDING PAPER co�N TucrloN -METAL LATH a' Cm VINYL CASING BEAD W RAISED BAND V TO V MID -WALL 0 or�een • 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MAsMRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 L55. PER 60. 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 i SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH , WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' 1JOOD CONSTRUCTION WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER 3 COAT CEMENT V TO V (MID -WALL WEEP SCREED WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER -1, STUCCO WRAP LATH 6' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL FLASHING a a u MEMBER. i' oc MAX WOOD FRAMED )i' Tols' M1D-waLWALL L Me" prYeen _ HORIZONTAL WEEP SCREED (FRAME TO FRAMES 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN .,. MASONRY OEPORE APPLYING V FINIaH - MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRB LAYER "I, CUT OPENING IN STUCCO WRAP ���VENT PENETRATION A APPROVED HOUSE FOR BOX INSTALLATION 477 SCALE. N.T.B. CUT 'X' INTO X WRB LAYER 01, SELF -ADHERING f t I STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LATER N STEP #1 STEP 1*2 ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD APPROVED VERIFY LOCATIONBEL oPw uJR5 LAYER h, STUCCO WRAP APPLY STUCCO SCRATCH COAT CUT SUCH THAT APPLY 60 MIN PLASHING AND ONE (1) LAYER OF PAINT NO MEMBRANE 9 GRADE 'D' FELT MEMBRANE PRIOR TO INSTALLING ELEC. ENTERS BOX, = OVER METER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER CAVITY TO BE FILLED APROVED WITH RIGID POLYMERIC HousEt4P ISOCYANOTE-POLYBLEND FOAM WRB LAYER 12, FORTIP15ER !'GREAT STUFF' OR SIMILAR) BUILDING PARR Ep I 1* 513 51EIp #4 BASE SEALANTOAT POINT THAT ELEC. WIRE PENETRATES ELASTOMERIC OVER AREA TO RECEIVE STUACTCO/ G.V, FINISH STUCCO SCRATCH COAT APPLY E-2 BEAD— •.o.o.e (SEE TYPICAL WALL SECTION) t 1 COAT OF PAINT W/BACK- OVER 60 MIN ° °° ROLL PRIOR TO GRADl METAL LATH ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT AT ALL -e COAT LARGER THAN THE ELEC. JOINTS AND METER CAN OR METER CAN INTERSECTIONS COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT STEP #5 STEP #(o PENETRATION ELECTRICAL RECEPTACLE i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003328 Z L LL o MI M fP MGM Aa LOT BBOTT PARK LOT #29 BLK #7 ROJECT# #04181.000-29071 MODEL: 4EBB "1828—CALI" GARAGE 3MNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D ]DATE: 06/15/21 8CALE: 1/4"=1'-0" SHETE�TT dd A2 WOOD SHEATHING WIRB LAYER M, STUCCO WRAP WpOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER %' HAT CHANNEL i' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WRB LAYER M, —/ STUCCO K, WRA i' THIC3 COATP CEMENT PLASTER / �` AM66-LLF UC-IW CUSTOM C -' r 6' SELNG WRAPPED ' FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW 1 \ ' WRB LAYER M, %'. STUCCO WRAP LW t WRB LAYER 4, FORTIFIBER i BUILDING PAPER ------------------ WRB LAYER M, / FLASHING WRAPPED STUCCO WRAP • CORNER OF CANTILEVER AMICO AM66-Wii11C-TG® 1 ° 4' POSITIVE DRAIN CUSTOM CASING BEAD WEEP SCREED NO GAP INFIELD — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) Q CASING BEAD DTL.® CANT. SCALE, 1 1/2' • 1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-84l-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASNG BEAD 45/8' TYPE 'X' DRYWALL W)TEXTURED I PAINTED FINISH a' THICK 3 COAT CEMENT > PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION S/S' TYPE 'W DRYWALL W/TEXTURED 4 PAINTED FINISH — J' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CCNSTRUCITON UEAT14ER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER -2 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEADER45EAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCE68CRIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD PRAMIM WALL SIE1-PLOOR DECKMd PRE-ENG'D TRUSS WEATHER REGISTIVE SARRIER'1 URAT14ER IM616TIVE BARRIER M! J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD 6HEATHIN1— (SHOWN FOR CLARIPICATION OF SEPARATE ACCESSORIES ONLY) I EXTERIOR GRADE Y4 GAP FOR BACKER DRY WALL ROD I SEALANT — aG 3 COAT CEMENT VINYL CASING, BEAD R VINYL CORNER BEAD VINYL CASING BEAD WATER PROOFING lot- -VINYL (2 LAYER PEE I STICK) 0 CANTILEVER DRIP EDGE 3' X 3' 26 C.A. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE FEEL STICK) BET M FULL DED OF 6'PEEL I SEALANTA' MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK - Y4 GAP FOR BACKER I &XI %' P.T. OR SIMULATED ROD I SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFItY.- WcATWER RESISTIVE LAYER (2 LAYER PbtEEL I , r BARRIER M STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO ,fie BARRIER 7 CANTILEVER +� s W PEEL I STICK • DECK MEMBRANE DRIP EDGE TO E EXTEND OVER DRIP FLOORGus ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE GET IN FULL BED OF I )J`XI I/4 P.T. OR SIMULATE SEALANT,)J' MIN WOOD (TREX) FILLER SPACE PROM DRIP C4NTIN000G FACE TO TREX )Y GAP FOR BACKE VINYL CASING BEAD ROD I SEALANT WATER PROOFING lot LAYER (2 LAYER FEEL I FINISH LAYER (2 LAYER PEEL I STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH _ _. -..— .... _-....,.. WOOD SHEATHING WREXTURED I PAINTED -- DARRIER "I FINISH WEATHER WE k THICK 3 COAT CEMENT BARRIER -2 PLASTER }�PODITIVE t VINYL CORNER BEAD iCe� -reed VINYL CASING BEAD NO GAP IN FIELD (SHOWW FOR CLARIFICATION OF SEPARATE ACCE66ORMS ONLY) BALCONY DRIP 11 EDGE INSTALLATION )LU N SHEATHING GATHER RESISTIVE AR\\RIER M .ATHER RESISTIVE ARRIER -2 SAP. \ -EEL A STI`CIG I XT'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTJV MIN. SPACE FROM DRIP FACE TO TREX (LEATHER RESISTIVE BARRIER M LLEATIER RESISTIVE BARRIER ►2 EXTERIOR COLUMN COLUMN SHEATHING LEGEND I STICK W SAF. \PEEL I)'x3' V FLASHING DRAINAGE PLANE (WRB �® FLO°R FULLY EMBEDDED N ROOF CEMENT LATER 111, STUCCO WRAP) IN X 3' 26 GA. GALV. - METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER ------ "I V P.T. OR SIMULATED SET IN FULL BED OF 6EAJ-ANT,VMIN. BUILDING PAPER) WOOD(TREX)FILLER, 7CONTINUOUS SPACE FROM DRIP Y4 GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD METAL LATH )(—X—X—X OPT. BACKER ROD. WATER PROOFING Ist MODIFIED w LAYER (2 LAYER PEEL I STUCCO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL CAGING BEAD CANTILEVER WOOD OR �/lro' ZIP WALL �' THICK, 9 COAT CEMENT PLASTER SHEATHING 6/S' TYPE 'X' DRYWALL METAL LATH URED (PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH FINISH i' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER VINYL CORNER BEAD J / (SHOLLN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING). 'SCALE. NT8 WOOD SHEATHING 2x FRAMING MEMBER i' THICK 3 COAT CEMENT PLASTER 2 I/)' (GRATER BEAD FASTENED TO SHEATHING • T' O.C. MAX. C i' WRB LAYER M, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER 1TA CORNER BEAD ® FRAME Tk 2 1/2" CORNER BEAD (FASTENER 4 SPACING I3 l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B\CORNER BEAD � BLOCK WRB LAYER 01, STUCCO WRAP WRB LAYER 12, FORTIFOER BUILDING PAPER METAL LATH ;' THICK, 3 COAT CEMENT PLASTER —\ WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WR5 LAYER 02, FORTIRBER BUILDING PAPER( METAL LATH \ ' J' THICK, 3 COAT CEP PLASTER WSELF-ADHERING FLASHING DRIP CAP - WINDOW FLANGE 15B CASING BEAD C9) WINDOW ( FRAME, NO BAND 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.eom AA #: 000332E J 6 � ll c I ��' !uQ1 t�y m �� yLQ�SI y�Q�V$ [GAP.AGE OTT PARK LOT #29 BLK #7 JZCT# 81.000-29071 4EBB 828-CALI" SV7NG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH Qk C A AI NO D TE 06/15/21 SCALE: 1/4"=1'-0" SHEET WA3 Y; GAP TYP �' THICK, 3 COAT CEMENT WOOD SHEATHING OATO TRIM METALS LATH LEGEND � IX TRIM MEMBER WRB LAYER M, STUCCO TO S STUCCO WRAP SIDING TSITIWRIS LAYER 12, FORTIFIBER DRAINAGE PLANE (WRB alp RANON WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) WRB LAYER 02, FORTIFISER SIDING WOOD SHEATHING WRB LAYER 62 (FORTIF15ER — — — — SUILDING PAPER i a. " 1441 N. RONALD REAGAN BLVD. WRB LAYER 01, BUILDING PAPER) STUCCO WRAP METAL LATH LONGW07-7 FL 0 750 X-X-X-x PH: 407-774-6078 METAL LATH I FAX: 407-774-4078 i WRB LAYER M, WRB LAYER M, STUCCO wwwAA #: l003325 com 04 PLASTERTHICK,3 COAT CEMENT WRB LAYER 62, FORTIF15ER STUCCO WRAP STUCCO WRAP AA#; 0003325 BUILDING PAPER WOOD OR 1/I6ZIP WALL VSELF-ADHERING r METAL LATH CASING BEAD SHEATHING FLASHING i, ! 1 - 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED '---.-(EXPLODED J' THICK, 3 COAT CEMENT FLASHING OR PEEL J STICK CASING BEAD t" CVIEW LARITY) PLASTER SIDING TO STUCCO CASING BEAD ; ; ---------------------------------------------------------- J' THICK, DRIP GAP 18 SEALANT (CROSS SECTION) PLAS R3 COAT CEMENT /' WINDOW FLANGE WRB LAYER M, METAL LATH STUCCO WRAP VINYL ANGLED y WOOD �T1ON ND WOOD 6HEATHMC■ WEATHER REGI6iwE WRB 02,LAYER , FORTIFIBER ■ LEATHERR'Ie6TIVEBUILDNG PAPER WINDOW FRAME �(� i BMRER4 1_lj \ / � _- WRB LAYER 02, FORTIF15ER METAL LATHY.� blow.��� 6'6ELP-mHeRMG BUILDING PAPER ' 1 soil d I ■ FLABHMG THICK 3 COAT CEMENT ■ 6' ULP-ADHERING I ¢ i iIF i}' �• , ■ PLASHING W uEiATHERRE616TIVE , E-Z BEAD VINYL CASING PLASTER '■ ' `\ BARroER'1 I &TARTER 6TwP Y \ WEATHER RE616TIVE i (W/ 'FLEXIBLE PVC BACKER ROD) &'SELF -ADHERING. �J I �I �\ BARRIER a :,, y i' WEEP -ADHERING i FLASHING �! \P'6ELIF I I ■ \ _ ■ - GALVV METAL 'Z FLA MGMETAL i i N DRIP CAP z' FLA6NMG DO HOT cAIrLK On i WRB LAYER 7, STUCCO WRAP, i W i�i-x_6• eahuLATED I WRAPPED AROUND FRAMING: MEMBER I x WINDOW FLANGE ■�D TRIM MEMBER ; ; O CASNQ,:' \ I 6' SELF ADHESIVE FLASHING I x CASING BEAD ® WINDOW II�aoDM R I WOOD SHEATHING ` 2XRBE(FRAME, W/BAND) OR SEALANT MEMBER DETAIL BELOW EXPLODED SIDING To sTucco FOR CLARITY Of ® BLOCK TO FRAME ------------------------------------------------ 19 TRANSITION -------------------------------------------------- f ---------------------------------------------------- ' Y4' GAP TIP THICK, 3 COAT CEMENT % CASING BEAD PLASTER WOOD SHEATHING NOTE: SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.B LBS. METAL LATH PER $0. YARD (UTILITY OR NOMINAL I I 1 WRB LAYER 02, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) ; BUILDING PAPER I WRB LAYER M, WOOD SHEATHING WINDOW FRAME ; WOOD SHEATHING STUCCO WRAP I 1 WRB LAYER 02, FORTIFIBER WOOD cONerRucrlDN BeroND W-ADHERRIG 1 I BUILDING PAPER i WRB LAYER 61, WOOD SMATHMG / PLASHaEBE 1 I 77 THICK, 3 GOAT CEMENT. 6' ; STUCCO WRAP WEATHER ReaerivE ,// ; BARRIER // \ WEATHER RE616TIVE BARRIER 01 TO LAP ' ' PLASTER WEATHER RE616TIVE / SAMMIlt 4 / 6' MIK ABOVE TOP OF 'r FLA6HNG WRB LAYER 62, FORTIF15ER u�i: v .�La�61DMG VINYL ANGLED i BUILDING PAPER 6 eeLP-ADFIERMG I WEATHER RE616TIVE CARRIER-1 I I i WRB LAYER "I, CASING BEAD ry•A6+M 7 �\ / SHEER FES16TIVE I STUCCO WRAP I METAL LATH VINYL CASING BEAD i STARTER STRIP 8v8Div ae LOT ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 HODEU 4EBB "1828-CALI" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS •Z L\'� I b' WIDE PEEL < STICK i 160 MPH EXP. C (EXPLODED THICK, 3 COAT CEMENT I OVER FLANGE VIEW FOR PLASTER � / � ; WINDOW FLANGE CLARITY) GALVD METAL ��' WEATHER RE616TIVE ; 'r FLAWING BARIBER'I TO LAP E-Z BEAD VINYL CASING „m6. ORATED •'nMABVTOP 2X FRAMING TRIM 0 FLAGWIN; I (W/%' FLEXIBLE PVC BACKER ROD)' 1 I 3�� e-Z Bem V NYL' AM � l Y.• x 6. 6RVI.ATED 1 MEMBER J� �ReRODe pV0 \\ % I WO, O�DL M R `,` 'APPLY FULL BED OF SEALANT BETWEEN 6' 6ELP•mHERMG I I FLA6HMG �, FLANGE J BUILDING WRAP ` CASING BEAD ® RAISED FLA6HMG \; BUILDING ' THI 9 COAi \ WEAL GAP W/GAULKW. 17ABAND (FRAME) T ASTER r ORAFPROVEDSEALANT WRAP r 6 R 616nvE \ "'' DAWNFR I,iE6I6nVE ' CRA SCALE: I I/2'■I'-0' WEArw'RRea6nve F.•2SEADVRiYLGA6IJG - - - - - - BARroeR a B �R �) 1' ^O 06 15 21 r� DATE: / / ® SIDINGTO OTO TFRAME BARRIER UCCO W"TWEIR �C°1871� 16 A E Z BEAD WINDOW CASING 8CAET 1/4"=1'-0" TRANSITION x sItEET WA4 DINE SHONLD BE TAKEN IN KEEPING THE VENT PROPERLY ALIGNED. VENT PIPE IS SEALED IF UIIL D. NAIL IN PIACE SHOT N IN 4' OMVANIZED USING I.1/C NVLS AT EACH CORNER. ROOPING CEMENT SHOULD BE APPUED M ALL SHINGLE EDGES NEAR THE OUTER EDGE I N AROUND THE ENTIRE PERMIETER AS CUT hIE GOOSENECK VENTOPI:WNG IN THE ROOF RECCMMENDEO IN SEVERE MEATIER COAST& SHE MW. SIZE THE OFEMW IN ACCORDANCE NTH THE CHMT SHOWN. IN THE EVENT A MECMMSCAL VENT FAN IS CONSTRUCTION20NES. USED, SIZE THE VENT OPENING IN ACCORDANCE MATH VENT FM MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTNG THE OPENING IN TIE ROOF. RE INTERFERING SHINGLE NAILS MOUND THE PERIMETER OF THE OPENING 30 TINT TIE NNLING FU1NC£ OF THE VEIN LAYS FLAT TO TIE ROOF SHEATiING. SUOE TOP AND SIDE PIANGES OF TIE VENTLP MD UNDER LE TTOM VEIN FIMIGES TO LAY ON SMNTOF OALLO SHINOL TIE T OF TIE SHINLILE3. ROOF HOOD VENT DETAIL SCALE. NT6 INSTALL e' WLP-ACHE FLASHING < NALNG PL 401" EXTIM M. r BELOW S KAX11" F Do NDT all FIN 6'IPORAWLY — 7LD-UP � eEGlE JCK FLAP (OR IGC FLAP UNDER) I. ICAO RCLD HOLEBIRAP- N AT JAM" . 6LL !LOPE GILL no TO EXTERIOR \ STEP 2 NOTALL 6'— IELP-ADHE1016 4A 4" oYElc VINYL HEAD 9.A6HEIG (WITH 1 DAMe)NALNG LANCE EXTEND EELP-ADMKM 4A3HNG V MIN BEYOND JAMB LASING NOTALL VINYL C CAP • PIPE AND OVER FIANGE ALIGN FLAM IW INT. EDGE OF 6" RO. PEC UNICALLY FASTEN PANTED EDGEe.(CAP NAILS, STAPLE/) INSTALL DUPONT RDMWAP AS TI RAWM AT TIM FOLD NOME~ DOM . TAPE DIAGONAL CUT . ACRDee ICAO Q WWAD010 MN PLUMBING VENT DETAILS BE I NT6 4T'LY %, ANTINIOIM F WALANI Arse ANC FFLY To R4=W NA LANCE N I E-FINM 101.26 OR INSTALL 6' UDE ADHESIVE - ISACKED REx10LE FLA6104 MATERIAL OVER MP CAP JOINT (PROTCCTo-ILRAP DT-20XL a E(JIIV) STEP 7 "� STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 RR. ASIING OVER JOINT ST IMDE VALLEY FLASHING BOA OR HEAVIER FELT UNOERLAYMENT ASPHALT CEMENT NO FASTNERS NITHIN 8' OF CENTERLINE TRA FASTNERS IN END OF LEND END SHINGLE ATLEASTITBEYOND VALLEY CENTERLINE • CLIPPEDCFF CORNER AT 45 DEGREE: LSHINGLES TRIMMED FROM VALLEY CENTERUNERUIE ROOF VALLEY DETAIL GICALE, APPLY 06I WU (OI ECILAL) OBALA14T . WN ICUM -U JOINT. FLUID APPLIED FIJIMM (LANCO 04TI-SEAL RC -Se oR EdiA A 6LOPE 6ILL TO Ex L IT III, THE 0011TACTOR6 IE0-aaIOILTY TO V I R F`f THE COMPATIOLTTY of ALL PRDDUCTe NMAZI G N01011I 6MJ-ANT6. SELF-AD4ERIN6 FLA6HRJG MATERIALS USED DUFIN43 CONSTRICTkX 2. 146TALL ALL MATERIAL6 PER MARVAGTURbRS MTTEN 6PECFIC.ATI" EI9MYN(k GEALANT6 MAY REACT ADVERSELY F NOT COMPATOLE. CAN AND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OR EXTERIOR RETROFIT WORK NOTEIMPAIR 61-HEME SHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTINUSION BELOW THE WINDOW OPENING 6EAL�R4TERIOR PERIMETER OF WINDOW WITH SEALANT NffM, L IT 16 TIC CONTACTORS RE6FIMOMILTY TO VERIFY TTIE COMPATIBILITY OF ALL PR0=T6 NCLUDNG 6EALANT6 . GELP-ADHERING RAGNING MATERIAL6 USED OURNG C4"TPW-TICN. 2. FLASHING AT EXTERIOR UR411> 6 AND DOOR OPENINGS SMALL OE INSTALLED N ACCORDANCE WTI MANIFACTUIER6 WTALLATION E16TRUCTION6 AND APPROVED METHOD U OF FDIC RW3A LI IN ACCORDANCE WTH FENESTRATION MANWACTURERS NSTALLATICN AND PLASHING N6TRUGTIONB. YIAR>I@!GL 6EALANTO MAY REACT ADVERSELY IF NOT COF'F'ATIOLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SOALEINTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 l ti 8U13DIV. dB Ml' ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODEIA 4EBB "1828-CAU" GARAGE SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH E)R. C AW W723 J DATE: 06/15/21 SCALE: 1/4"—f-0" SHEET WA5 \ 2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK - METAL FASCIA WRAP DRIP EDGE I�\ I� '1/8' TEXTURED I FINISH ai WOOD i �` 2x6 SUB 1/2' TEXTURED FINISH m CMU / METAL FASCIA WRAP YS' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) \� 1/8' TEXRJRED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU `lETAL LATH {- \ WOOD SHEATHING J OR GPM l WRB LAYER 91, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIP15ER z BUILDING PAPER - - (FRAME ONLY) cn I ` ROOFMG CEMENT DRIP EDGE OPLAN B METAL KICK OUT `\ NOTE: NOTCH FOR 2X& SUB BAND ONLY k ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, IOFF WALL \ NOT INTO STUCCO) ®ELEVATION ©PL 4N )4 — ;'1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH 0 CMU —2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Vx4' NOTCH a+ END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL / x x x x x x x x x x x x x x x x x x x x x x x x x x x x i�C�j�x x x x x �p�C x 3• x x xx1 / I i✓-5 SUB BAND DETAIL 0 WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tlV4'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ai ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.00m hl AA #: 0003325 A a r to [PROJZCT# LJHDIV, a L.OT BBOTT PARK LOT #29 BLK #7 04181.000-29071 UODEU 4EBB "1828-CALI" GARAGE 8IRNG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C 01 8CAL,E: 1/4"=1'-0" 1 kl`z;m 28'-8" 9'-8'. 9'-6" 15'-10" 3'-4" 36' 2" 01-0.1 TOP OF SLAB • F —FM-12X12 I 1 FM-12X18_ I N � 4" CONC. ILL a O w rn a SLAB ILL +3 1/2" 1.-0„ F-24X24 / r 1 _ _ FM-12X18 EXTEND r �rJ 1.1 SLAB 1 1/2" 4" PVC r 1A CHASE�ir ffffffi 1.1 ; �r I r� /r r Sri I 'OT8P iP"TOP—OF - %'rr SLAB ^ i I r� / i� i� I Ix I N -- I •I r, '� r� rr I r� 15-8" 1.1 1.1 o TE-i I I N • I I +-5 1/2" ° 171-81, 5 3'-0" I I I �I (V NI I �I I 11 I 1 EXTEND SIM. r----- 1.1 SLAB 1 1/2" 1A 2 14' � . •- �1 FM-12X18 .CON. 1 LAB a N wl r N • I to f I 1+,31/2" oal g /n 3'-5" y� SIM. I I .1 `---- 0 2 1A-71/2" 1 1A 1 1d 1.1 '4 L 1.1 — FM-12X18 1.1 1.1 J — — — — 0 LA�F C-12X 8 — 12 FM-X18 — — — — FMC-12X18 — — 4 4 fl 1.1 to 10'-2" 3'-10" 2'-8" 16'-0" 2, B" 21'1" 14'-0" 4'-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 �0'4'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.GINDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6-36%AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 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 I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - ( s (+)0"-0" FM-12x12 12" CONTINUOUS 12" - (2) #5's + 0"-0' FM-12x18 17, CONTINUOUS 18" - (2)#Fs (+)0'1' FM-16x18 16" CONTINUOUS 18" - (2) s (+)0"-0" FMC-1208 12" CONTINUOUS 16" - O 's VARIES F-24x24 24" 2C s s (-)0"4" FOUNDATION PLAN SCALE: 1/4" = V-0" IN • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 dd a 04 B,LTHDIV. dt LrOT: ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODELA 4EBB "1828—CALL" GARAGE BWING: RIGHT PAGE: FOUNDATION PLAN 160 MPH MR. C n 06 15 21/4"=1�-0"1 31 MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED ? STEEL REINFORCING IN GROUTED j[� — CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND . F vP s SPACING REQUIREMENTS a SPACING REQUIREMENTS 1 ° " � GARAGE DOOR w sn RECESS Ba fe �dN a� > FM 9 6 CMU WALL 8CMU WALL " I .. CORNER BARS, SAME SIZE AS LARGER BAR Gz s I. f +- IN FOUNDATION WITH 30" LEG EACH >I H w TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS _. ' SO THAT THE STEEL REINF. IS CONTINUOUS a, TOP OF SLAB LAB MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA.EXT. PORCH SLABCHAMFER (,STORY) PORCH 1a -VARIESMASONRY ♦ SEE SLAB BCHEDUIETOP OF GARAGE ° CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE /:p., UNITS SET AT ELEV: ISOLATION CHAMFER (2STORY) #3 18" #4 24" gAND EXT. SBW11Y2" W/ 1/2" ISOLATION4"CHAMFERJOINTWHERE 6" CHAMFER (2STORY) APPLICABLE) zEE SCHEDULE 3a' JOINT (WHERE APPLICABLE )FOR ♦.#5 4SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING N%0, BAR SIZE #6 36' WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 CORNER BARS DETAIL DOOR OPENING SCALE:3/4"=1'-D" @ GARAGE 3 4 SCALE: 374"=1'-a' (1) #5 REBAR VERTICALLY W/ CONC. m POURED CELL o 8" CMU LAP TOP PLATE A MIN. OF 48" c 5 #4 REBAR @24" O.C. ® CENTER OF AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT SLAB LAP TO OCCUR OVER STUD OF WAIL W/ PLAN s , 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING &o� r5' I WALL W/ SYP No 2 STUDS SEE I I 2" CAPPED 8I NEW REINF. BAR PLANS FOR SPACING. SINGLE GALVANIZED PIPE g v', SECURED W/ 2- PART BTM. PLATE TO 8E PT. _ W/FLANGE ®BASE rc 5 EPDXY. MIN. EMBED I PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO ° _.4• § d 8, UNO FOLLOW ALL MANF. SLAB W/10d MASONRY NAIL 16" O/CSTAGGERED. 4"CONC., REINF. W/ SPECIFICATIONS FOR ADDITIONAL METAL M ° Y 6"x6" #10 WWM ON USE AND I CONNECTORS NOT 6-MIL POLY ETHYLENE SECURE FLANGE TO PREPARATION OF REQUIRED WHEN NO O VAPOR BARRIER ON SLAB W/(4)1/4" X 2 1/4" 0 4' 4' HOLE. UPLIFT IS PRESENT, 1� WELL -COMPACTED 11 TAPCONS y > CLEAN FILL TERMITE .}. O Q SEE SLAB SCHEDULE TREATMENT SHALL BE w 1� > 5 BORA-CARE 1 +- 0-a • . P TOP OF SLAB (2) CONT. #4 REBAR a 4" CHAMFER (I -STORY) a F 6" CHAMFER (2STORY)— ° r-4 (2) #5 REBAR ON CHAIRS ziiiI ♦ ° N. DEPTH INTO 17' M2,000 PSF VIRGIN SOIL OR 95% I g COMPACTED SOIL EQ EQ VIRGIN OR ENGINEERED SOIL Q n0 SEE SCHEDULE FOR WND, BAR SIZE SLAB HEIGHT LESS THAN 3'4" PER PLAN BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP FOOTING W/ BLOCK WALL 5 scALE:3/a"=,'-o" G MONOLITHIC FOUNDATION V SCALE:3/4"=r-o° 8 INTERIOR CURB FOUNDATION WOOD WALL SCALE:3/4"=1'-a' (NO UPLIFT) 1A scALE:314"=r-a' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE d a S BTM. PLATE TO BE PT. SECURE BIT. PLATE TO PROVIDE OBL. TOP PLATE SLAB W/10d MASONRY NAIL a 16" O/C STAGGERED, O ADDITIONAL METAL w CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. ? +- a -a' POURED LINTEL CONT. (TYP.) �' 8" CMU FILLED CELL (TYP.) b - TOP OF SLAB+o'' SEE SLAB SCHEDULE .l< _ I 2X WALL FRAMING • SEE SLAB SCHEDULE 1/7' DIA. SIMPSON ST82 BOLTS 6" +- 0'-0' a •'° MINIMUM EMBEDMENT INTO TOP OF SLAB -4 • f "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX °- ° — POURED MONOLITHICALLY WITH °.♦ • 4 -'--- r FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WXD, BAR S1ZE FOR NWD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY I' COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO JU INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE: 3/4"=V-0" (NO UPLIFT) 10 SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=1'-0" Ii N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 dd 6 a s -A s C a ac a 9 aUBDIV. & LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODELc 4EBB "1828—CALY" GARAGE awsxG: RIGHT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" - P-0" I N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 q 91U333DIV. at LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODEL: 4EBB "1828-CALI" GARAGE 9WING: RIGHT PAGE: DOWEL PLAN 160 MPH C 117 mm D Aq�E: 06/15/21 SCALE: 1 /4"=1'— 0" 8HEET s1.2 .I a TIE VERTICAL REBAR TO HORIZONTAL RE13AR W/ 10" HOOK GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE RTICAL REBAR TO HORIZONTAL e.; REBAR W/ 10" HOOK — BAR SIZE 48 BAR DIA. #3 18" M 3 #4 24" #5 30" #8 36" #7 42, HORIZONTALNERTICAL 1 REINFORCING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS GG mU ft ON �i 8"CMU WALL TOP OF SLAB EXT. PORCH SLAB SEE 6L4} B SCHEDULE 4" CHAMFER (1-STORY) BAR SIZE 48 BAR DIAL #3 18" Ic oo W/ 1/Z' ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE #4 24" APPLICABLE) - MATCH STEEL 6"PVC CHASE f t' REINFORCEMENT PER SCHEDULE 36' THRU FOOTING SEE SCHEDULE FOR WAD, QUANTITY AND WARUANTIZE PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE NG #5 BARS CMU UNIT DIMENSIONS b ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdasigngroup.com AA #: 0003326 soil a OVHDIV. de LOT.il ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODELe 4EBB "1828-CALI" GARAGE OWING: RIGHT PAOE: DETAILS 160 MPH EXP. C 7 DART E: 08/15/21 OCALM: 1/4"=1'-0" OiIEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACEDAT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 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 I 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 (P.I) N xH, REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES - - - - - - - - - - - - - - ---------------I-------------- 8F16 MIN: 1T/0M/1B 17'-4" BTM. OF LINTEL G 7'-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1'-0" ju 11 N. RONALD REAGAN BI LONGWOOD, FL32760 PH: 407-774-8078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 r s +Ie g s�B t �apy 1e w6�Fy �7t, O a a N L. f O ssrsaty ee LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODEr1 4EBB "1828-CALI" GARAGE BTf MG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C D . 06/15/21 SCALE: 1/4"=1'-0" S*MET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL RESAR W/ 10" HOOK TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYR 6'x6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c �V PLACE STEEL HEIGHT. NpF��N REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'xl6' pJO / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ` COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / A ���EO 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. P0' FE BDBL. BOND TOP � BEAM W/ (1) 05 BAR BOND BEAM �`O<P EACH COURSE • • QON�' W8(1)#5 BAR BOND TOP .y BONDBEAM FO F=FILLED W/GROUT I ��p4Np U = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 °M�00 16-1 T/1 �/c B B8 PRE -CAST NTEL W/(1)#S5 BBARR�;E HOEIHT L FO# #5'S, TOP � LENGTH OF BAR =WIDTH OF MASONRY BOND BEAM COURSE OPENING 7' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT OR THAT XFXX-iT/iMNB INDICATES A DOUBLE BOND BEAM #0.#SS, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" AND XFXX-11"M/B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT AND XUXX- ITMMroB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1TA)M/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON . 3 1d4" PRE -CAST d OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2.8 (MIN2 X3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BILK EA. END EMBEDMENT 7/16' OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION Y ARCHWAY FRAMING DETAILS SCALE: 1 1/2"=1' 0" J 5 SCALE: 3/4" • 1'-0" SINGLE >fs CORNER r BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR JUN AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" go li N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407.774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 Cy � yGQ�7 i Q a N W 0 SUDDIV. Se LOT ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODELA 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH E . C 1(292 D 06/15/21 SCALE: 1/4"=1'-0" SHEET S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8P2465 16-1T tT/DB tT/0B 7Troe -tT/OB TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8l&1T 8/181T 8201T 8@4 1T 8/281T 8�2-1T 1e-tT/t o-tTn trns &1T/1B -1TMB w-a 8/16-2T 620.2T &24-2T ws-2T 6/92-2T 3'4r PRECAST 1436e11s 3114 4217 5321 6426 7531 T-6" PRECAST 689 1024 T-8" PRECAST 1569 3624 4394 5283 6132 7001 63as 7708 9031 10000 1589 952a 4394 5289 Bt32 loot 4'-0" PRECAST 10652W5 3125 3945 4765 5887 4'-0' PRECAST 514 783 4'-0" PRECAST 1363 3060 3815 4570 5325 8079 6113 7192 6524 7627 8751 1303 30B0 3815 4570 5325 6079 4'-6" PRECAST 819 1770 2400 3033 36M 4300 4'$" PRECAST 398 591 4'$" PRECAST 1207 2682 3375 4043 4711 5379 7825 5743 7547 6752 8541 7585 1207 2707 3375 4043 1 4711 5978 5'�" PRECAST 931 7247 1999 2500 3123 30M 4249 4 5' ' PRECAST 411 411 5'�" PRECAST 1016 7806 2374 2944 3513 4054 1319 4480 7196 7342 5780 g25g 1016 2276 28M 3399 3961 4084 5'-10' PRECAST 817 1024 1631 2090 2549 30D9 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3367 1161 3693 58T7 BOX 6548 5778 929 2080 2593 3107 3620 4133 B' 6" PRECAST 692 1139 3227 3031 3707 4383 5� 061 8' 8" PRECAST 410 721 6'$" PRECAST e35 1201 1578 1965 2332 2709 1139 3227 4 7054 100D0 8826 835 IBM 2320 2790 3251 3712 T 8" PRECAST 570 936 2496 22D5 2696 3191 9885 T-0" PRECAST 303 534 T 6' PRECAST 716 ow 1161 1462 1743 2025 938 2498 3408 4864 7067 8472 727 1624 2026 2426 2827 3228 9'4" PRECAST 428 833 1593 2204 2481 2818 2821 9' 4" PRECAST 192 384 9' 4" PRECAST 454 5" 767 948 1129 1310 639 1074 2298 3081 4099 4699 572 1318 1643 1969 2184 2619 1010 PRECAST 388 487 1247 1707 1904 2153 2028 10'-0' PRECAST 151 301 10'-6" PRECAST 356 468 612 765 80 1042 550 1407 1807 2781 3222 3764 604 1180 1472 1763 171D 1989 11'-4" PRECAST 330 5" 1312 1742 2252 2868 9630 11' 4" PRECAST 1 132 417 11'�" PRECAST 430 400 530 653 777 672 644 1312 1742 2262 2888 3562 488 1042 1972 1843 1470 1710 12'-0" PRECAST 306 507 1210 1598 me 2586 3191 12-0" PRECAST 111 370 12'-0" PRECAST 383 386 476 587 698 783 507 1210 1688 2048 2588 9171 440 940 1300 1580 1314 1476 13'-4' PRECAST 270 433 1045 1365 1732 2157 2636 13'-4" PRECAST 82 298 13'-4" PRECAST Sae 303 393 484 675 645 414 1045 1365 1732 2316 2606 396 780 1057 1312 1071 12D3 14'-0' PRECAST 254 388 978 1272 1608 19M 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 279 270 278 278 3B0 30 443 443 626 525 808 693 390 978 1272 1808 1950 23gg 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-W PRESTRESSED N.R. 283 14'-8' PRESTRESSED 239 422 506 828 746 865 458 1079 1420 1824 2277 2712 240 883 900 1237 1474 1715 1V-4" PRESTRESSED N.R. NR NR NR NR NR NR 1514" 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 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1Ta1" PRESTRESSED 187 Sze 365 451 587 880 300 858 1121 1413 1739 2D47 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 1e2 505 296 23 738 959 1200 20 46 1467 1718 168 429 420 623 823 $03 803 950 950 09 tOBB 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 908 381 454 527 180 596 833 1038 1168 1468 142 373 537 690 61e 943 27-V PRESTRESSED N.R. NR NR NR NR NR NR 27-0" PRESTRESSED N.R. 116 22'-W PRESTRESSED 137 226 290 369 428 497 165 650 784 992 1203 1381 137 358 513 e59 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0° PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 120 460 ON824 1014 1147 124 j 319 j 455 681 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 c a C SuaDiv. &Lo . ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODEU 4EBB "1828-CALI" GARAGE 8VW0: RIGHT PAGE: SAFE LOAD TABLES %160 MPH EXP. C DA E: 08/15/21 SCALE: 1/4"=1'-0" SHEET S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 VW (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 4 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M. 0003325 soil SVHDIV. dg LOT ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODEXx 4EBB "1828-CALI" GARAGE BVFMG: RIGHT PAGE: FRAMING PLAN 160 MPH EXR C 17 D TE 08/15/21 SCALE: 1/4"=1'-0" SFIEET S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOFNVALL/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 "ROOFNJALL/FLOOR (1) SIMPSON HETA16 HTSM20 0 10d TO B{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4) 1/4" x 2 1/4" AND (4)11"x SHEATHING d x 1 NAILS TO TRUSS NAILS TO MAY ADDED 6", 8" x W-MNAILS, TITEN 2 ANCHORS TO FASTENER SCHEDULE" OBL S DBL STRAP, 1 EACH SIDE WRAPS UP AND , GI DE .1 R GIRDER. PROVIDE 5" W/ tOd NAILS, 2 ROWS, 3" O LINTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4% (16) 10d x 3 }"NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6', 8" x 4'-0" MAV BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO AA-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 114' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) J" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL }" x 24" TO GIRDER 2x SE,N t6tl GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA 12) }' x 5" TITEN HD TO CMU AND (18) SDS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) �' x 5"TITEN HD TO CMU AND (18) SDS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN, B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LES(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) BDA 3/°"=,'-0' 2a 2b 2c SCALE 34"=1'-0 6Q E 3 " GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3)12d 0 EA TRUSSES WHERE W/ 10dx1/2 HOG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT G EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING LEVATION a -a' TO 30'-0" (1) W- BRACE SEAMS) FLOOR 30'-1"TO 60'-0 (3)1. BRACE SECURE 2x PT. PLATE 7 GIRDER as MAX (Wl1X4) (1) "X" BRACE � CENTER TO BLK W/ 1/Y' DIA. OR 1 01-MAX pA=4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' �r FROM CENTER TO END. WASHER SET IN HIGH PER ELEVATION 2x WOOD FASCIA, STRENGTH EPDXY 6' 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PRE-ENG FLOOR TRUSS BTM.CHORD MAX. PRE-ENG GABLE TRUSS GABLE 8 GYPSUM BOARD OR 1i2" HIGH BRACING, SEE p T PLATE W/ 2dSECURE O 8" STRENGTH CLG. BOARD d MAYNNOT B LOCATION STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/ (2) H y REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2)10tl's C EACH TRUSS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A, B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. T' EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (16) 16d x 2x4 OR 2x6 WOOD BEARING 2-11 NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO ITDIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB f BOND BEAM REQ. BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a. 1/2' GYP. WL. BD. K- , 1x4 B6-0"TM. CHORD BRACING -0" O /C END WALL OR OTHER -a. a. n MAX, OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF '• 8 •- . - .. n 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END GIRDER/WOOD POST CONNECTIONS PRE-ENGD TRUSS 6OALE �'4 =''" 14. f.� v SCALE: 3/4"=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE * scALE:34'=r-a' (NO UPLIFT) NOTCH DEPTH I/4`D HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE I' HOLE DIAMETER FOLLOWING < 2/5•0 SGL. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/e" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fi AND F2 FORCES. 1 J BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 12"=1'-0" SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BI LONOWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 M p 14 svBDIV & I.OT ABBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODEI.a 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DART E: 08/15/21 SCALE: 1/4"=1'-0" ei;EET S3.1A VTCR SPACING (1) AT EACH END 111�55 1 I�I� 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5TRUSSES) 0'4" TO 30'4' (1) "X" BRACE 111111111 30'-i" TO 60'-0 (3) "X" BRACE "X" BRACE CENTER PRE-ENG GABLE TRUSS 1111111 (1) ® \ 1 (2)'X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 0 PLYWOOD SHEATHING, SEE .I "ROOFANAUJFLOOR \ 4- SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2,2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FORREVIEW 12" O/C AND APPROVAL SECURED WI (2)12d's � SFCUR DWR (2)I2 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULEtl GABLE END PRE-ENGD TRUSS L SCALE: N.T.S. 1 W/ HIP RETURN SCALE:34"=1' Y' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS 4'4' O.C. (AT O WOOD SHEATHING SEAMS) (BLOCKING _---PRE TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 26 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/Y' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED C 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA S: 0003325 r4 I fA U13DM Ae L,OT: BBOTT PARK LOT #29 BLK #7 PROJECT* 04181.000-29071 MODELS 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C dh i GABLE -END '�' �-�N ruP RDDF IF - ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 89.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/3Z' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH IA. TEN SILE NSILE STR, SHANK ASTM tOtl RING SHANK, 21/7' 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Btl RING SHANK, 23/8" 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 SO RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/7' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O,C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS (94" O.C. ON EDGE AND 5" O.C. INFIELD ZONE 2e, 2n, 2c 1Dd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 BD RING SHANK GUN NAILS P 4" O C. TOP 8 BQlTOM EWES jo aD TYP. EXT. SHEATHING ATTACHMENT KAF I LK UK I RUBS ROOF SHEATHING -� =11I 1, I ■----- I BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING Q 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - TOO RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING , #8 2" DECK SCREWS ® 6"-8" O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4', STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPO6EDT0 EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318'14, BUILDING CODE REQUIREMENTS [L CO R HARRIER PROVIDE 64AR CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD.FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. UPPED 61NCHETHYLS AND SEALED TH ADHESIVEME TAPE. 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 NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 025 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 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.DEPENOING 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 #Z THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE O CONSTRUCT( N THICKNESS TO HANDLE C O LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD--ancurrer4 10 psf BTM CHORD -non -concurrent DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ NO GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95° OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S d-PRIOR TO THE ADDITION OF PLASTICIZER - CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, NIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE FAX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR 05 AND SMALLER 2'FOR#8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A815A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND PLACE AND UST R R D I NACCDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW TYP, MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 38" #5 BAR - 30" #7 BAR - 47 PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOLID WITH 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. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M Y F = 36 Kei FOR ANGLES PLATES, AND W-SHAPEBE S. STRUCTURAL TUBING SHALL ASTM A500/A500M GRADE B F = 48 W. STRUCTURAL PIPE SHALL BE ASTM A53/A5 M GRADE - y 3 RA TYPE E ORS ,Fy- 35 Ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR 8EARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER -LIGATON SIZE TYPE 9PAgNG REMARKS APPLICATON 812E TYPE SPAGNG ._AS 2PTFlMRINGTO 1-1- GASEHARDENEDCUIL NAIL11?LCNG. BQG ARAGE DOOR SUCK TO MA90NRVKDNC. TAPCON MASONiiY 60D EMBED., V END DST., rl"SDGEDIST. 9G0, AL. E%T.000R9 1, PT, SEE NOTE CASE HAROENEDCdL NAlL 11/Z'LONG, Y'O,G STAGGERED WINWWIWORI FASTENED INTO MA90NRYICONC. GARAGE ODOR SICK TO MASONRVKONC. 10 qA OR w1WA91ER E%PAN91 ON BOLT 18"O/C (31B"DA) 2q'OIC(1?f`A) x^EMBED.,/"EN0019T., 3'EWE DST, v"r,sEE CASE HARDENEDCOIL s"ac Y4NDOW/WORIFASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING NOTE6 NaLI11 LONG. STAGGERED INTOMAsawrrooNc. MASONRY I CONC REQUIREMENTS IT. SMNGOOON SEE NOIEe ('�Y16'DIA WASHER TPPCOIT F0.4TIER 1C C� 1?EIABEO, e'ENO. OI15T..11?EDGE DIET. I?° EXPANSION 24 GC x'EMBEG. x'E1�D Wi WASHER BOLT qSi., 3"EWECI9T. PTNANDOW BUCK 0.138-p-21ro" 8"OD ND. . 11? PT TO STEEL COL., SEE NOTE 6W/ WASHER eT ERED 4 END ST DST �AMyr�pT.L I STAPLES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE HAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR RAF TO THE SUBSTRATE. .i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a a k w eVEDIV. a# MI ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODELc 4EBB 111828-CALI" GARAGE BVF MG: RIGHT PAGE: DETAILS %160 MPH W. C ow AR NO o..W 4 DATE'. 08/15/21 DCALM: 1/4"=1'-0" $HEFT S N1 Ah m CJ © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O7 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO J-CHANNEL@ OO WOOD) IN J-CHANNEL SLOT 4' MAX. 12 BATTEN STRIP ANCHOR BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. WOOD BATTEN L `-J-CHANNEL 03 v DETAIL B J-CHANNEL FASCIA ETAIL A 2X2 WOOD BATTEN @ FASCIA STAPLES INSTALLED 07 10d NAIL AT EACH TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR @ TAPPING SCREW, STAPLESINSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS NEL@ j" MAX-01 �- DETAIL D (D STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- 0 i. A DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'�Q - SOFFIT-' SEE DETAIL'A' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 0 11 1X2 WOOD BATTEN 2X2 WOOD BATTEN 10 Q SOFFIT ;o_ INSTALLATION SCREW, @ J-CHANNEL- BATTEN ATTCHMENT @ �„ FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ DETAIL C 12" O.C. MAX (INTO Q7 WOOD) IN J-CHANNEL J-CHANNEL @ SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR ,VE WIDTH DOF (ERHANG) CONCRETE; CMU OR WOOD (NOTEA ) BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT @ FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 d N.RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 t 4 4 w a�aa+�s � c N w 00 UDDIV. Ae LOT: ABBOTT PARK LOT #29 BLK #7 PROJECT# 04181.000-29071 MODELa 4EBB "1828-CALI" GARAGE 9WIIJG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C 1 SCALE: 1'-0" SHEET sD1 i C7 y 9