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Home My WebLink About35921 Morse Willow Ct.4 IN 2558-HAWTHORNE FOR: 1B R HORMN 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY V`,iTH PREVAILING ' CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE) ,AND THE 0 1 T Y 0 iz P " YP H! L L, s ORnINANC&F IUL IQ 2021 REVIEW DATE -' ("ITY OF ZEPHYRHIL YRHIL PLAN EXAMR INE_ ER -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPAFL 33637 , TEL: (813) 740-0720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS IWRMA MM=r, COD& RESIDENTIAL, 7TH EMON (2=) -AM LOCAL MD STATE CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 CONSTRUCTION TYPE - VB -91N. INTERIOR FINISH - CLASS B ,BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH :EXPOSURE - I-SMRY RESIDENCE -DRYER .2-STORY RESIDENCE - MAX.HEIGHT AS PER LOCAL AM STATE CODES A V, ABOVE A AIR CONDITIONING A . ADJUSTABLE A T. ALTERNATE AMP AMPERAGE B. BOARD CL CENTER LINE CAB. CABINET C G. CEILING CLR. CLEAR CONCRETE CPT. C.T.. CARPET ERAMIC TILE DBL.DOUBLE D.G. DUALGLAZ DIA, DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNS Dn DETAIL D.W DISHWA EA EACH ELEV ELEVATI EQ. EQUAL EXII EXHAUST EXT. EXTERIOR F.G.TX F GLASS FUEL GAS FIN. FINISH FILNPL FLOOR FLUOR FLUORESCENT F DR. FRENCH DOOR FTG. FOOTING GA, GAUGE GAR. DISP. GARBAGE DISPOSAL GTJ, GROUNDFAULT CIRCUIT INTERRUPTER GL GLASS GYP FIG, GYPSUM BOARD H.B. HOSE BIB PLC. LLOW CORE HDR, HEHODER HOT. OR HT HEIGHT INSUL. INSULATION INT INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MANUFACTURERET MFR. MANUFACTURER MINMINUVIUM M.T, METAL ETDMUISHOLD MID. MOUNT hm. METAL N TS, NOT TO SCALE Oc ON CENTER PL PROPERTYLINE P.B PUSH 131JTTON PH. PHONE PLY PLATE PLYWD PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER G RADIUS RA BTAILS RA RETURN AIR GRILL REF REFRIGERATOR REF ROOM RO. ROUGH OPENING S.0 SOLID CORE EXT DR S.D. SMOKE DETEC OR STL SINGLE HUNG SHT. SHEET SHTTIG SHEATHING SHWR SHOWER SIM. SIMILAR sil. SLIDING SL. GL. SLIDINGGLA S STU STANDARD SWS SHEAR WALL TEMP S TEEMPCTIERONEDGLASS THK. THICK TOC TOP OF CURB T.O.P.TOP OF PLATE T.O.S. TOP OF SLAB Tw. TYPICAL UN.O. UNLESS OTHERWISE VP. VAPOR W WASHER PROOF W/ WITH WO WOOD WDW WINDOW Wqi WATER HEATER W1 WROUGHT IRON DATE DESCRIPTION 06/25/19 ADDED 150-C 010MUMO ARCHITECTURAL SHEET # DESCRIPTION 07/26/19 ADDED STONE CAP NOTE TO FROM XMAT20N Pa C -COVER SHEET PG OL-GENERAL NOTES PO AI —FLOOR PUN PG A2D_ELEVA71ON "D" FRONT A: MAR PG AID -ELEVATION 'D" LEFT & RIGHT PG El -ELECTRICAL PUN PC Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAJLS PG D3-PRODUCT APPROVAL LISTING PG WA1 -WALL ASSEMBLY DE PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAELS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 07/26/19 ADDED OPTIONAL PENDENT LIGHTING AT 10/14/19 UPDATED LED LIGHTS PER ILILHORTON 70 /�/-19 UPDATED LSD DETAIL RUBBLES PER DILHORM 11/08/19 REVISED CALLOUT ON FOUNDATION FOR INTIMOR WALL W/ UPLIFT. 01/20/2D ADDED SnIPSON CONNECTOR$ LLO. USP 11/18/20 MADE REDLINE CHANGES FROM zmG. FOR mo CODE CHANGE 11/18/20 WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES GI/o6/2t REPATHED XREPS MR THE 2020 F9C STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. = 'S LIVING ZD31 60. FT. GARAGE 611 60. FT. ENTRY Di $a. FT. COVERED LANAI 200 Iba FT. TOTAL 3,405 SQ. FT. STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG SIAA-DETAILS PG SI.2-DOWEL PLAN PG S12A-DETAILS PG S2-LIFT BEAM PLAN PG S2.IA-DETAILS PG S2.1B-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.1C-ENTRY DETAILS ELEVATION V PG SNI -DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABMXrY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1 , 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 F' A A C N I T I C T 8 GZs0,! 1441 N * RONALD REAGAN BLI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesIgngroup.rom L AA A 0003325 SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 U01DE3U "2558-HAVTHORNE" CAP-*.GZ EVnNO: LEFT PAGE: COVER SHEET 150AH EXP, B j 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, 811E WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUrE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-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. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6• WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO, PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH T 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, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-r_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-C1D63-19a AND R703.7. FIRE RESISTANT CONSTRUCIWN UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114" 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 SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 12/10/20 (RM) A73uspol 6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 avHDIV. & ILOT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEia "2558-HAWTHORNS" GARAGE STaNa: LEFT PAGE: GENERAL NOTES 15 M H EXP. 1 SCALE: 1/4"=1'-0" s*mET GN S'-4' BRG. RAISED STUCCO BAND (TYP) FOAM CAP —1 I FIN. FLR b I _ 9'-4' BRr.. HOT. io AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 3674/300 - 12.25 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1763.52 = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL# OF VENTS REQUIRED = 7.66748 TOTAL#OFVENTSPROVIDED = 8 SQ. IN PERLINEAL SOFFIT VENTILATION AREA = 11.736 FOOT = 881.76 /11.736 TOTAL LINEAL FTOFSOFFITVENTINGREQUIRED = 75.1329 LINEALFTOF `AREA OF ATTIC IS THE PER[MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) J SHINGLE ROOF r-12'XI8' DECO LOUVER FRONT ELEVATION-D SCALE: 1/4' • I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 15 OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE. 1/4' • 1'-0' TEXTURED FINISH ,o20'-2' BLDG. HOT. CRICKET 14'-2' BRG. HT. --------- • E—NTRY 18'Xl2' DECO SHUTTERS (TYP) /—FOAM CAP 11 _ I 0'-0' FIN. FLR IN. 8 STONE VENEER NTRY DETAIL A SCALE: 1/2' • I'-0' BAND DTL. B SCALE: ' 12 I BAND DTL. E BCALE: I/2' I'-0' E BA LE:ND DTL. C SCA BAND DTL. F SCALE: 1/2' • II'-0' A R C N I T E C T t Gr IOn 41 N. RONALD REAGAN BLS LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m 0 C a SUHDIV. dt LOT: SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEL: °2558—HAWTHORNE' GARAGE STING: LEFT PAGE: FRONT & REAR ELEVATION ,: D:: 150 MPH EXP. B It OFF -RIDGE VENT OFF -RIDGE VENT 5 ______ 14� � iB C HT. OFF -RIDGE VENT •ENTRY 12 5� OFF -RIDGE T W-4' BRG. HGT. o9'-4 9 a FOAM CAP 72 m _0. 0'-0' FIN. FLIT 0'-0' FIN. FLR. STONE VENEER LEFT ELEVATION—D SCALE: 1/4' " 1'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS Ij OFF -RIDGE VENT 12 5 14'-2' BRG. HT. _ _ _ _ _ _ OFF -RIDGE VEN o ENTRY 1 I 5 FOAM CAP 9 d �r 0'-O' FIN. FLR .8 G — — — — — — — — - — - — - — - — - — - — - — - — - — - — - — - — - — -------- - STONE VENEER RIGHT ELEVATION—D SCALE: 1/4' " I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS A R C H I T 13 C T E _ DslsiIn PH: 407-774.6078 FAX: 407-7744073 www.abdesigngroup.com AA 0003325 m 0 a 0 SF G Z `N BtmDIV. & LOT SILVERADO LOT #6 BLK #16 PROJECT* 03719.001-06161 MOE) u "2558-HAWTHORNE" GARAGE BITING: LEFT PAGE: LEFT & RIGHT ELEVATION "Y' 150 MPH EXP. DA ET 06/09/21 BCALE: 1/4"=1'-0" BHEET A3 D so ELECTRICAL LECsEND SYM. DESCRIPTION df TANDARD SWITCH -4 -WAY SWITCH -WAY SWITCH IMMER SWITCH HE BUTTON ISGONNECT i 14ERMOSTAT MGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EGIUIPPE0 TH GROUND FAULT TERUPTER(TAMPHR RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) EXTERIOR WATERPROONGFI RECEPTACLE (GROUND FAULT TERUPTER) 10v CUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECTOR) -0 DEDICATED RECEPTACLE MOUNTED LIGHT G MOUNTED LIGHT ANT LIGHT D LIGHT SCONCE PRE -WIRE FAN WITH LIGHT !1 CFM PER Sa FT.) B LIGHT FIXTURE t=[7wll.4'LlLU0MSCENT L LIGHT FIXTURE B LIGHT FIXTURE ACK LIGHTING LIGHT WITH PULL CHAIN R CABINET LIGHT LUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x rL O CESS LIGHT • CESS LIGHT (VAPOR PROOF) EILNG MOUNTED LIGHT WITH J-BOX OR OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) CTRI METIER (FIELD VERIFY 1-0 -BOX (WALL MOUNTED) -BOX (CEILING MOUNTED) EILING MOUNTED FAN 0 T FAN (I CFM PER 80. FT.) JACK 1-0 OKE DETECTOR (WALL MOUNTED) 0 DETECTOR (CEILING MOUNTED) ® /MONOXIDE II ) IMES ING MOUNTED CUTLET FOR GARAGE OPENER TV V JACK E PORT • LOCATI OF Jco 4 PHONE ouT-ERTF TFI TO BE VERIFIED Is HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR lth EDITION 12020) 4 NEC 210.12 20L EDI • 22AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 90 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MB013 F 5CR 11h EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR lth ED l2020). • ALL WOW, TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR lTN ED l2020). • ALL LAMPS SHALL BE SELECTED DY BUILDER ANQ l5% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER RBL. ENERGY CONSERVATION (RESIDEEDITION NTIAL ENER!sY EFFICIENCY) 2020. lth 20 ��A��MP DOUTLEt TED FOR AT � O CAN /. CIPI I r ME=WP lo GFI I � PRE -WIRED / 4' CLG. FAN I PRE WIRED --�-- CLG.FAN /'� V GREAT ROOM II Q-11'' ii COVERED LANAI w.I.c. L�� ---------------� BEDROOM I BATH I PRE -WIPED CLG.FAN i �• I I I r,-- I----------------- i wLC L VP ° VP BATH 2 I `It I I I I I I (11 ILIN � _ I I i I i I LED LIGHTING LED LIGHTING LED LIGHTING C DOUBLE LAV. Cam? SINGLE LAV. C SINGLE LAV. BATH I BATH 2 BATH 3 - VP - - PRE -WILD BATH BEDROOM CLG. FAN I I /� I I PRE -WIRED Q CLG.FAN I I � BEDROOM4 (� L S/CO (DOD MIMES WP I I GFI I I I I I I I I I FOYER I I I �' 1 1 LAUNDRY STOR BEDROOM PRE -WIRED CLG. FAN Ps.FOR � -� -----_CHIMES _,.,,,� "•�- CFI• 44-AFF. \ 7 •\ GFI C G OUTLET CFI• I 4'AFF. LIGHT 4 SWITCH 1. IN ATTIC I I I GARAGE I I CFI• ' 4>4'AFF. GPI CLG. 7 OUTLEET.. =� J OUTLET FOR i� IRRIGATION I WIRED FOR FOR COACH LIGHT I I ' liI II I' II I� II I I I� III II I' III I i I PRE -WILD FOR COACH L ,T I i FOR COACH LIGHT METER FIELD VERIFY ELECTRICAL PLAN SCALE, 1/4 . 1'-O' 1 4s OJ GND 2"CCNOUrr OR 1 V AL ONO N 2" CONDUIT. 'LATE A✓DOVE eOFFIT a OVER 200 AMP ELECTRICAL RISER NOT TO KALE. GENERAL NOTE& C 110NATION �RNC 200 AMP tlO4S1 VOLT A ELECTRICAL MATERIALS AND NSTALLATICNS DISCONNECT I PHASE SMALL COMPLY UTM ELECTRICAL PRONSIONS OF M AND MLO THE FIX'1R rnI EOIrICN (aemm) LOCAL CODES. ANDTo'+ ELECTRIC PANEL ALL LOCAL POUER CCPIPANY REONRome". METER N NEMA D, ALL CONDUCTOR& SMALL BE TYPE THMJ/rHW 200A/3 3R EN0L000RE UNLESS NOTED OTMERIUISE. I mom TR EPII CABLE T6Ev"mm ^M.V.YL TAG@ CONNECTIONS PROVIDE 2M APP. W/240 YOU I PHASE — 144 Cu SERVICE GROUND SECONDARY ELECTRICAL SERVICE PROVIDE 3 D TO P NCW COFNECTED TO CONCRETE 7/D COPPER (CU) a 2" PA SCHEDULE W PVC ENCASCT PER =Mrr OR PROVIDE 3 44M AUJMNf1 (AL) N ELECTRICAL PROVIaREL OF ELECTRICAL 2" PIA SCHEDULE 00 PVC CONDUIT UNLESS 'ITC EDITION (amam) SERVICE IS PRONDED BY THE ELECTRIC CMPANY. COORDINATE UTN THE ELECTRIC &A3" CIA X & FT LONG COPPER COMPANY PRIOR TO IMP. CLAD G WUhID ROD A 6 N I T! C T E nr- 7De Ion 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com 116 AA N: 0003325 t OvsDIV ae W7o SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 M03D 1. "2558-HAWTHORNE' GARAGE OWING: LEFT PAGE: ELECTRICAL PLAN %150 PH . B HB -- O—O ------ TUB/ O I I I I C I S I I I — I I >® I IT'-51/2' I — 7'_8•---=-- 161-115/S'-'1' I I I I I I 17'-II 15'_3• I I I I I I I I I I I I I I I S I I I I I I I I I I I I I I I I I I I I II S I II I I II C A/ II I I I I II 0 I I I i I I ii I I Ilrr-` I 1 I LLI I I _ I I I Ell I Q J I I ---------------- m r Q I I j I I C I I I I I � I I I I I I I ri--.�--------------- IGONIj G I > ° O °J I v L— J 0 2' VTR KITCHEN SINK W/ AUTO VENT NB f 2' 1 1/2' VTR 2' VTR r +i'I 2' �(TR I k 'fb 2 I I I I LAV,.'( TUB 25'-2'JLAV. i 3• 3' . I I Y I 3' A I I YI 3• CO SHIUR I 3'WASHE R 4 PLUMBING PLAN TU WC. TO WALE: 1/4 . 1'-V PRE- MAIN L.T. PLUMBING RISER NOTE. ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. A R C N I T! C T S Design Grout 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.co m AA M: 0003326 M O F 9VHDIV. Ae LOT: SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEL: "2558-HAWTHORNE' GARAGE SWMCI: LEFT PACE: PLUMBING PLAN %150 MPH MR. B HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB a MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC ITH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FSC ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 8. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC'TTH 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 OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT CIA OUTSIDE AIR 8 THERMOSTAT 19 PASS-THRU AIR GRILL MECHANICAL PLAN SCALE: 1/4 . P-0' SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. z OR WALL BRASS PLUG --FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ///--- WADE 8240-K JOSAM 560M INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTI/SPEC (D LOOR SLAB CLEAN —OUT (TYP.) N COUNTERSUNK CA. PLUG FN. GRAPE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN —OUT TYPN) SECURE STRAP TO CONC. CONDENSER W/ /2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL :41— 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) ffiXI I/4' SHT. MTL. SGREIIB CONDENSER UNIT CONNECTION TO PAD NOTE+ MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM R 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY b REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY PVC SLEEVE TO LINES BELOW BLAB 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 3011.4 HVAC DRAINS A R C H I T E C T! 6 Design Grou Ina 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 eVBDIV. de LOT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEL °2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN 150 MPH IF PER �g_� 2X4 TOP PLATE FL PLAN PRE-FAB TRU88 1/2' CLG. BOARD 7 1/2' DRYWALL —s T`rr SECURE ST. — PLATE TO SLAB W/ Od MASONRY NAIL • 32' O.C. MAX 0,_0. FIN. FLR 2X4 WOOD STUDS *24. O.C. SLAB Iry i c: PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL(NON— BRG )INT. WALL ( NON— BRG. ) D l SCALE: 3/4'.I'-m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.IU. ROOF SHEATHING THICKNESS AS PER SHEET ON1. 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 1'-0' TYP. O.H. 5' DIA. SLEEVE, DO NOT GUT BOND BEAM - SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SSCALE:3/4'"1'-0' AM MA. Rxe aM LKI V2' TNKK 2 COAT - PORILAND CIRIER PLASTER APPLIED DIRECTLY TO MAGONRY GAIN. STELL- IEO. VERTICAL TRACK eY MAl. PASTEED TO TRACK SMACKSTS M PRODUCT A "ROYAL KEQ COPPER SEAD E'cmm STISICTIRAL MR REMCRCCRIT 2.6 P.T. WD ATTAC 490 TO PILL CELL AS PER APPROVAL RaQ ONALANT . BACKER ROD WEATHER STRIP MOVLDNE ALL ARCOV (BY GCOR MAMA) OVERMAD DOOR 2B GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS 7 '�'In'''• D1 SCALE: 11/2'.1'-0-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR 905.I.L WITH UNDERLAYMENT ROOF SHEATHING AS PER POOR 905.1.1. THICKNESS AS PER ROOF SHEATHING SHEET SNI. SECURED PER THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. �OR SECURED PER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE 1/2' HIGH S. STRENGTH CLG. 2x FASCIA PER MA; BOARD REFERENCE ELEVATIONS o.I- STRUCTURAL VENTED SOFFIT .SEE ENERGY CODE FORMS PRE-�� WALL SHEATHING INSULATION R-VALUES THICIWE88 AS PER REFERENCE STRUCTURAL SHEET SNI. SECURE PER PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE 2x FASCIA PER ON SHEET SNI ELEVATION$ PRE-ENG. GABLE TRUISS_jj/, R-4.I INSULATION VENTED SOFFIT WEEP $CREED WINDOW ATTACHMENT AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS 11q STRUCTURAL DETAILS - Ix2 P.T. FURRING — STRIPS • 24' O,C. e' cm In, GYP. ILL. SO. - WOOD BASE — In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY —2X4 8PF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER—/ 8TRUCTURAL DETAILS J/ BEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,. PER ELEVATION 5/8' GYPSUM BOARD OR In' HIGH STRENGTH CLG. BOARD R-4.I INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL .Ix2 P.T. FURRING - STRIPS a 24' O.C. Irl' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9 \ `� 2x FASCIA PER AX' ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE -ENS. GABLE TRUSS WEEP $CREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR — ° ° — W-O' FN. FLR 0'-0' FIN. PLR ,� e — 0'-0' FIN. FLR a � $• cMu ` " m. a ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 7-I6 IN ACCORDANCE WITH FBCR 2020 ° ACCORDANCE WITH FBCR 2020 4' "ITH EDITION, SECTION R301.1.3 a° NTH EDITION, SECTION R301.13 AND 16055.1, AND 1605.5.1. (T, W/ WINDOW OPENING r.-,, TYP. WALL SECTION N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE %4)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF %511—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4•-I'-V UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS "4 WHICH USES 2020 NTH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4865 TYPE III TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. A E C E I T E C T 8 Grouon 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoElgngroup.00m AA #: 0003326 E A 0 q SIUDDIV. Ac I.071 SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEL& "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH E B IGB. 2X6 P.T. * CENTER OF DOOR HEADER SECURED WV (U V2' X a' J-COLT WV 4' MN EMBEDMENT W/ 2' X 2' X I/v MASHER 4 NUT OR W/ (2) VY X a' 4NCHOR DOLTS uv i x i x in wael ale 4 NUT E tGROURS 2.4 TO mx EV V4' TAP -CC" 1 1/2• EMBED, a• Or- 4' END DIST, 1 IQ' EOM DIST. m 9101 & m 2Xb GARAGE DOOR BUCK SECURED WI/ (0) 1/2' X V J-BOLT OR ANCHOR BOLA, MV 4' MN EMICEDMEU7 WV 2' X 2' X IW WASHER 4 NUT. (V WITHIN 8' CF TOP• (V WITHIN 8, OF THE BTM. EN (5) EVENLY SPACED. m m m NOTE& ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION N6TRUCTION6 WHERE Burr INAT TIQ4A ARF � ATRII.IAP_NT GARAGE DOOR 7 BUCK ATTACHMENT 3 ecatt, w•.r a 2X4, m 2X4, US 2X4, SECURE TO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ 3/16' TAPCONS (MN W/3116' TAPCONS (MN 1/4' TAPCONS (MN. SHANK 812E 346 MIN. SHANK SIZE J48 MIN. SHANK SIZE J45 MN HEAD 81ZE 300 HEAD SIZE 300 HEAD 812E 300 MN EMBEDMENT i V49 MN EMBEDMENT 1 1/49 MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH WITHIN 8' OF EACH WITNN S' OF EACH END 4 W O,C. MAX END 4 W O.C. MAX END 4 b' O.C. MAX SPACING. SPACN& 6PACING. 2X6, 12J0 2Xb, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WV(2) 3/16' TAPC.ONS WK2) 3/16' TAPCONS W /(2)1/4' TAPCON6 !MN (MN 614AW SIM J4b (MN SHANK 812E J45 SHANK SIZE J45 MN MN HEAD 812E 3" MN HEAD SIZE 3" HEAD SIZE 300 MN a' CMU MN EMBEDMENT I V49 MN EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 8' O'Nl WITHIN W OF EACH END e' cm WITHIN 6. OF EACH END Ix4v2• DRYWALL 4 b• Or_ MAX SPACING. 4 W = MAX SPACING. 4 IS• O.C. MAX SPACING. 8' CM SE P.T. T U URA MIN VJ' DRYWALL 1/2' DRYWALL 1/2'DRYWALL SECURE TNRJ FRAME 4 I'X4' 2X& ® 2X& ® 2X& EMEND 1-114' INTO P.T. NAILER SECURE TO BLOCKAPOOR 1'X4' SECURE TO BLOCK ❑ I'X4• SECURE TO BLOCK ❑ PX4' BLOCK WV 3/b' W/(2) 9A6' TAPGOH6P.T. NAILER UJA(2) .' TAPCONS P.T. NAILER WK2) V4' 7APCONB P.T. NAILER TAPCONB DOOR CA6ING (MN SHANK 812E J4DT/16. OSD. X 4• MN MN 814AW SIZE J45 DOOR CASING (MN SHANK SIZE J46 !MN SHANK 812E .KD MN HEAD 812E 300 MN HEAD SIZE 900 MN HEAD SIZE 900 TAB' OBD. X 4' MN MN HEAD SIZE 3" MN EMBEDMENT 1 V4')DOOR CASING MN EMBEDMENT 1 1/49 MN EMBEDMENT 1 1/4•) MN EMBEDMENT 1-1/1 WITHIN 8' OF EACH END WITHIN 8' OF EACH END WITHIN 8' OF EACH END DOOR CASING WITHIN 6. OF EACH END DOOR JAMB OR WINDCU 4 b' OG. MAX 4 b' OG MAX 4 b' OL. MAX DOOR JAMB OR WINDOW 4 b' O.C. MAX SPACING ATTACH TO 2X PER SFFACINfs. JAMB OR WINDOW SPACING. DOOR JAMS OR WINDOW SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANIFACTURES DETAILS. MAN FACTURE& DETAILS. ATTACH TO 2X PER MANIFAGTUREB DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" w TO BLOCK +3/4" OR +5/4" 2X4, CICI SECURE TO BLOCK UV 3/I6' TAPCONS (MN SHANK 61ZE J4b MN HEAD 612E 300 MIN EMBEDMENT 1 1/4') WITHIN 8' O' EACH END 4 10' O.C. MAX SPACING. 2X6. SECURE TO CLOCK W/(2) 3A6' TAPCONS MN SHANK SIZE J45 MN HEAD 812E 300 MN EMBEDMENT 1 1/49 a. cmWITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 1/2' DRYWALL 2X& ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MN SHANK 612E J4b MN BRAD 813E 3" MN EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 18' D.C. MAX SPAOM DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" ` m" TO BLOCK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" /�11fIND01/ TO BLOCK +l 15/18" 2X4, 80 SECURE TO BLOCK WV 3A6'TAPCON6 MN SHANK SIZE J45 MN HEAD SIZE JIM MN EMBEDMENT 1 V49 WITHIN W OF EACH END 4 ID'Or— MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED OCK 6ECURE TO BLOCK THROUGH NON-STRUCTURAL UV(2) 9/I6' TAPCCN 3/16' TAPCON MN I-V4' MN SWANK SIZE Job EMBEDMENT INTO d.OGG MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN a• OF EACH END e' cm 4 18' O.C. MAX SPACING. DRYWALL 2X& CM1/2' ❑ 60241E TO BLOCK Pam. W02) 9/16' TAPCON9 P.T. NAILER (MN 6HAJK MZE J4b DOOR CASING MN HEAD SIZ 30O MN EMBEDMENT I V4•) WITHIN 8. OF EACH END 4 18' OG. MAX SPACM DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU IS JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" y IIINDOB TO BLOCK +2 1/4" NOTE, SHIM A6 HEEDED TO PU)MD JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" r1�Ntn0a Tn TNTnrx +:R• 2X4, m SEOURE TO BLOCK W/ 3/16' TAPCONS (MN SWANK 612E .145 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN 8' OF EACH END 4 18' OG. MAX SPACING. NOTE, STRUCTURAL 2X MST ISE 2X6. ® ON OUTSIDE 4 SECURED SEGUE TO CLOCK TWFWUGH NON-STRUCTURAL WW2) 3N.' TAPCONS 3/16' TAPCON MN 1-1/4' (MN SHANK SIZE J48 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 6. OF EACH END 8. CMWITNN 4 16' Or- MAX SPACm VJ' DRYWALL 2X& ® SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCONS DOOR CASING (MN SWANK SIZE J4bIr MN HEAD 612E 300 MN EMBCDMENT 11/4•) WITHIN 8. OF EACH END 4 b' O.C. MAX SPACING. NOTE, SHIN AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER WIK2I2tl WITHIN S' OF EACH END 4 6' TO 8. OG. MAX DOORJAMB R OWINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" ONO TN Tn RTnrT( aR" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" RINDOI/ TO BLOCK +3 7/18" 2X4, SECURE TO BLOCK W/ V4' TAPCONS MN SHANK SIZE J45 MN HEAD 612E 300 MN EMBEDMENT I V4') WITNN a' OF EACH END 4 b' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6 m ON OUTSIDE 4 OCCUPIED SECURE TO BLOCK THROUGH NON-6TIRUCTURAL WK2)1/4• TArCON6 (MN 3116. TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK 6WANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN 8' OF EACH END a, cm 4 W OjC, MAX 6PAC61G. IR' DRYWALL 2X& ® IX4 SECURE TO BLOCK P.T. NAILER WK2) V4TAPCONS 1' P.T. X 4' MN (MIN SHANK SIZE J45 MN HEAD 61ZE 3" MN EMBEDMENT 1 1/4') DOOR CASING WITHIN a' OF EACH END 4 16' O.C. MAX SPACWHG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIPACTURES DETAILS. NOTE. SHIM AD NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +3 3/4" nZgDOW TO BLOCK +3 3/4" A R C R IT R C T 8 6 Grown i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA A 0003326 y A O O a eummv. al: LOT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEL.• "2558-HAWTHORNE" GARAGE CUING: LEFT PAGE: DETAILS 150 MPH EVK B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21473.10 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 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.2 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 10447.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 20441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10960.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY 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 F8CR S/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 20758.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 1Z/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 13223.2 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 S/21/2022 FL 1S272.1 ALSIDE'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 A R C N I T I C T I Grou i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 t a V a SUHDIV. AC LOT SILVERADO LOT #6 BLK #16 PROJECTAL 03719.001-06161 1tODEL "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WRED TIED TO LATH • S' OG. MAX [VERTJ. NOTE, DO NOT FASTEN CONTROL- JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W) SECURE CONTROLBE LJJOINT DURING INSTALLATION -- FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY PLASTER C9 COAT CEMENT IIARB LAYER -2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED *I' (VERY.)OG. MAX AT SUPPORTS WARD LAYER'(, STUCCO WRAP WOOD SHEATHING LATH SHALL BE CONTIIJOUS JOINTS TB OU1 BE STOPPED � TIED AT EACH SIDE PRONDE 2X4 BLOCXMG PER 4STM CI069 PLACED FLAT MAX 6' TO 6' FROM CONTROL JOINT WHEN \ CONTROL ONTL JOINT FALLS ON I.FASTENERS FOR LATH TO BE NAILS OR- +� i 6TRUCIURAL STUD STAPLES IN COMPLIANCE WY ASTM C1063 2. WIRE TIES TO BE MO. 18) 00416' WRE A BLOCKING SHOWN MAY SE IN ADDITION/ \ TO WALL STUDS REG UIRED PER PLAN RNRNIIN �11111111 O"M" TYPE CONTROL JOINT OLFOLD ►6kRD.FT.A OLPOLD — . PT. A 2. CISAM . M. S 1 gSA1e . IR. C OL F2LO 244MO . FT. A 2. aSAM . PT. 6 roLn .tr ® L FOLD 2.INIID . Pi. A 2. GSARR .1R. 6 A QW.ASC . FT. C ♦ FOLD FT. C OAR PT. 6 TWL PT. C Tomc Em So7TGM KAHM Ra rT'` r O 60Ra9 RAMS YYTNM TMM Co. NAI•QQ rae Nam, APPROVED BUILDING WRAP SHALL BE LAPPED A MMIM2IM OF 6' • VERTICAL LAPS (ROLL ENDS) / 6' HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P WITH HING TAPE FORTISER SHEAT / 1' MK LAP . KTAL LA.T" \ 5( X X X—` IT METAL LATH UM LAYER -I, STUCCO WRAP .'MN APGR M Y / 011115 LAYER -2, BUILDING PAPE�TIFIBER� \ � I I' MH LATX LAM,L OAR 4L L.V' o xALer l AP VERTICAL LATH & PAPER DETAIL Nam� WOOD 614EATI 610E LAPS OF METAL PLASTER DA6E6 SHALL Be SECURED TO ISUILDI FRAMING MEMBERS. PAPER LL THEY SHABE TIED BETWEEN 6WPPORT6 WTH 0041E-K (121-MM) STIJOM WRE AT INTERVALS NOT MORE THAN S' r22!-MMI AS PER ASTM CW63. ® KIC KO UT FOR REPAIR Or TEARS INLAYERS, TEARS DETAIL MAY BE PATCF MAYIS UY TA WRAP TAPE MA PER MASTIC SPEC OR PEEL 4 STICK 3 COAT CEMENT DRAMA 14' 2 COAT A m Jaw ER a, FOR, FIBER PAPER (IRA27 aLY) ER 9, IRAP(114NS GLT) S O OULD.tl WW' NO RARWL STOP O/LT) I !•� -Fit" OR CNL IXTEROR NIA puLL RN16tl y QLT RA&" (Ms a —WTRR TIWM uNL.L Theo as BOLDER. OO.USLOLEE DG ) F4A&4Nlb AT ll RIOtOWT Mea pO100 G ROOG G YI.LL NTlRMGTKHI I' TMM 3 COAT CEMENT PLASTER METAL LATH WRS LAYER •2. PORTFIBER BUILDING PAPER MRS LAYER ,, STUCCO WRAP SHEATHING • INSTALL FASTENERS (CLIPS; STRAPS, STAPLEW AS POMIRED TO SECURE PIPE/ DARE TO FRAMING WM LAYER'1, STUOrO WRAP UM LAYER %POWMIBER BUILDING PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASNMG OVER 4.4' SELF-ADHERMG MEMBRANE PLASMIC OVER APPROVED HOUSE UR.41•. FLASHNG TO EMEND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSE~ AIR INFILTRATION BARRIER OVER SHEATHING SECTION PER SECTION 1:102 E #oT N n12W 04 pl o pM orW.c.nrMpbaer Rqulrelnerlb of ASTM C 92E41 Ob. Irrcmll.tion 0-tow Whirlp GATE B.rnNlg d.H -.ply wipe ASTM C 1053A9., .,ASTM 1757. 41T4' 1. OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OR—/ SELF -ADHERING N'EFIpRNE FLASHING STEP 01 WOOD SHEATHING OR CMU WRE, LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER /WALL SCREEDSCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT A� ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 4• T k�� STEP 02 TAIL ( LEGEND DRAINAGE PLANE (UJRB LATER #1, STUCCO WRAP) UJRB LAYER 1*2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 6'x6' BELP•ADHERRY MEMBRANE FLASHING (COMPATIBLE INS HOUSE WRAP MATERIAL) OVER 4'"4' SELF-ADNERMG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLd6HIG TO EXPEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADNERMG MEMBRANE FLASHING X—X—X—X LJOOD OR 1/1611 ZIP UJALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH pOES NOT MEET SPECIFICATIONS) ARC 8 1 T E C T 11 Design Grou 1RD. i"I N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6076 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 a SUBDIV. Ae LOT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEL: "2558-HAWTHORNE" GARAGE SMMO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH E . B INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. BEn �r'F CF FLASHING TO BE. I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO DE II :' TOOLED 80 A8 TO DEFLECT WATER AWAY FROM JOINTS. E-2 BEAD ALL AROUND i VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS 1 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES.V CAULKING a JOINT ALL AROUND I I PER SECTION R703.7 Ederfor Iadung and dasterIM BACKER ROD Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. 1 1 Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER N, X�. STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WIRE, LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRS LAYER -1, STUCCO WRAP WIRE, LAYER 4, FORTIFIBER BUILDING PAPER WOOD — C4"TUCTION —METAL LATH S' CMU VINYL CASING BEAD 6' RAISED BAND V TO M�� WALL 6' WIDE STRIP SELF ADHENVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK, LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. OPEC&) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO ' ="A ILJ ICCL.CIVC STUCCO SCRATCH GOAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRIB LAYER 02, FORTIF15ER BUILDING PAPER 3 COAT CEMENT Ye' TO Ys' MID -WALL WEEP SCREED �—(V SELF-ADHESIVE FLASHING WOOD FRAMED - '4- WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS wow CONSTRJCTION e' CMU ,—WOOD SHEATHING ,—WRB LAYER -1, STUCCO WRAP /--WR5 LAYER 7, FORTIFIBER 15U1LOING PAPER METAL LATH —Tro' TEXTURED FINISH • WOOD FASTEN TO WOOD STRICTURAL MEMBER • T' O.C. MAX 36' TO 1S' MID -WALL ��YY��,,po wr:rr¢n E] �6• WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY 5EPORE APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK( STEP #3 S' WRB LAYER h, STUCCO WRAP WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #q ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #� 0 ELECTRICAL RECEPTACLE A R C N I T E C T• 6 Design Grou ln�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.a odes Igngroup.com AA #: 0003328 S I� syswv. de LoT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 390DELA "2558-HAWTHORNE" GARAGE SYnN'G: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD WOOD CONSTRUCTION 'Yi HAT CHANNEL' TYPE 'X' DRYWALL t V SHEATHING WR5 LAYER "1, STUCCO WRAP THICK, 3 COAT C PLASTER WRB LAYER'I,_y / STUCCO WRAP �v AMICO AM66-WFWC-180 CUSTOM CASING BEAD NO GAP IN FIELD -� lBHOIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) nCASING BEAD DTL. ® CANT. EXT. WOOD PRAMED WALL .WRB LAYER 9, SM-FLOOR DECKING STUCCO WRAP WRS LAYER 4, FORTIFIBER PRE-ENSID TRUSS BUILDING PAPER THICK, 3 COAT CEMENT RESISTIVE �A�RISARMER PLASTER WEATHER RESISTIVE - 6' SAP. • TOP OF WEEP SCREED DARRIER 4 TO SHEATHING BEHIND WEEP SCREED ' TACK 3 COAT OCMEMT 4' POSITIVE DRAIN WEEP SCREED METAL LAIN uaoD SHEATHING- 6' SELF-ADHEREMG FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER M, STUCCO WRAP «; yC 'I WRB LAYER 4, FORTIFIBER 1 e BUILDING PAPER i i' SELF-ADHEREING FLASHING WRAPPED / • CORNER OF CANTILEVER Y/4' 1 Yz'1� Il�ep POSITIVE DRAM arex:en NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRICTION WEATHER RESISTIVE BARRIER "1 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 VINYL CASING BEAD J' THICK, 3 GOAT CEMENT PLASTER S/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED 'y�, WOOD SHEATHING FINISH- J' THICK. 3 COAT CEMENT (2) 2x12 HEADER PLASTER YINYL GARNER BEAD 4' POSITIVE DRAIN '- IICCP A/_QFen YMYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARBER 4 VINYL CASING BEAD J' THIGG, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTI,IRED 4 PAINTED WOOD SHEATHING FIN18N J' THICK 3 COAT CEMENT HEADER/BEAM PLASTER YINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VINYL CASING BEAD nacre AM NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ll�RIP EDGE INSTAT,T,ATTON v EXTERIOR GRADE Yi GAP FOR BACKER DIC1' WALL ROD A SEALANT - I' THICK 3 COAT CEMENT VINYL CASING BEAD RASTER WATER PROOFING let- -VINYL CASING OQ 15EAlt YyG_C m LAYER (2 LAYER PEE STIGG 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE SET IN PULL BED OF 6' PEEL 3 •-~'� SEALANT,)M STICK a DRIP SPACE PROM DRIP EDGE TO FACE TO TREX DECK A' GAP FOR BACKER I K'XI Ili P.T. OR 61MULATED ROD 4 SEALANT WOOD (TREX) FILLER CCWWAJONS VINYL CASING BEAD WATER PROOFING bt WEATHER RESISTIVE LAYER (2 LAYER PEEL , Y BARKER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB BOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 111'XI IYi P.T. OR SMULA SEALANT, )j' MIN. WIOOD (iREX) FILLER SPACE FROM DRIP C:ONTM000B FACE TO TREX Yl GAP FOR YMYL C ASING BEAD ROD 3 ANT ING lot FINISH LATER (2 LAYER LAYER fTER 71 LAYER PEEL PEELS STING) STICK) WRAPPED PROM 9/4 RESILIENT BALCONY DECK TO HAT C IANEL CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH S/8' TYPE 'X' DRYI141LL WOOD SHEATHING WREX U t PAINTED WEATHEIER W846TIVE FINISH CARRRWEATHER RESISTIVE J' THICK 3 COAT CEMENT BARRIER 4 P'LA6TER 4' POSITIVE DRAM YMYL CORNER BEAD Sneeen /' VINYL e<i BEAD - GAP INFIELD Iltee (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION XlIMM SHEATHING GATHER RESISTIVE ARRIER "I .AAR RESISTIVE ARRIER -2 SAF. \ -EEL 4 STICCK I Y6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )f' X 3. 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,){* MIN. SPACE FROM DRIP FACE TO TREX �- 0 CONTINJOUS Yi GAP FOR SEALANT OPT BACKER ROD - WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP, 11 Y6'xV V FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I )p X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y6' MIN. SPACE FROM DRIP WATER PROOFING bt `-MODIFIED 'Jm LAYER (2 LAYER PEEL r 3/4 RESILIENT STICK) WRAPPED FRCM HAT CHANNEL BALCONY DECK TO YMYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER S/8' TYPE 'X' DRYWALL METAL LATH W/TEXTUREO 4 PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT W POSITIVE DRAM ncEE AGREED PLASTER VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING WRB LAYER 01, - STUCCO WRAP 2x FRAMING MEMBER J' THICK, 3 COAT OEMENT PLASTER 2 1 - rA;EP peen , FASTENED TO SHEATHING • T' OG, MAX T, C > x.S WRB LAYER N, STuccO WRAP WOOD SHEATHING METAL LATH WR5 LAYER -2, FORTIFIBER BUILDING PAPER SPMKR HEAD ® FRAME 114 2 1/2' 4- CORNER BEAD (FASTENER 4 SPACING * '1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/11'o' ZIP WALL SHEATHING SELF-ADHE51VE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER FLASHING WINDOW FLANGE WRB LAYER 02, FORTI BUILDING PAPER" METAL LATH J' THICK, 3 COAT \CET PLASTER -� VSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15B CASING BEAD (P WINDOW (FRAME, NO BAND) x—x—x—x SHEATHING WR5 LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIP15ER BUILDING PAPER ' METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) A R C R I LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA N: 0003325 �i O BVHD,TV. 8< LOT SILVERADO LOT #6 BLK #16 [PROJECT# 03719.001-06161 MODEZA "2558-HAWTHORNE" GARAGE STIMO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B Of WOOD SHEATHING —\ WRB LAYER 01- STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER —� METAL LATH 3 , THICK, 3 COAT CEMENT ! PLASTER 'I &'SELF -ADHERING rA FLASHING VINYL ANGLED EXPLODI CASING BEAD r VIEW CLARIOR DRIP CAP WINDOW FLANGE WRB LAYER M, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER c BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER �'• &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD (9) WINDOW 15C (FRAME, W/BAND) WOOD SHEA METAL LATH WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, F-ORTIP15EP BUILDING PAPER i WRB LAYER d' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER ! WRB LAYER 02, FORTIFIBER VINYL ANGLED BUILDING PAPER CASIIWx BEAD VINYL CASING METAL LATH i J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (P RAISED 11f A BAND (FRAME) SCALE: I I/2' • I'-0' IX TRIM MEMBER • STUCCO TO — SIDING TRANSITION SIDING - WRB LAYER 9, STUCCO WRAP )' GAP TYP GA61NG BEAD TO TRIM J' THICK, 3 GOAT CEMENT PLASTER METAL LATH WRO LAYER -2,FORTFIBER BUILDNG PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP `— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRICTION BEYOND WOOD eIEATHNG— UIEATHER RESISTIVE BARRIER WEATHER RESISTIVE - BARRIER -p !1(4' X11 Y�L GIOM �u�6* SE' F--ADMG HER - GALV'D METAL W FLASHING UTRE9 m LASHIN6WEAHERMG I a RESISTIVE \\ \\ BARRIER WEATMR BARRIER ISISTIVE 1 y e' SELF-ADFERMG FLASHNG raALV'D METAL Z' PLASHING / Y' X V SIMULATED ulaoD TRIM MEMBER OR APPROVED SEALANT ' a SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOO BEYOND TRACTION WOOD SHEATHMG— WEATHER 012615TNE- BAWER 9 UEATHER RESISTIVE - BARRIER 4 Ilf. Xpa1 Y LAP SIDING tiA814NO NERFIG STARTER STRIP GALVD FETAL 'Z' FLASHNG IWaoDS'TRIMFEI'E[� R----'/ (WWII' FLEXIBLE PVG BACKER ROD) FL 6' • THI T , C TER WEATHER RESISTIVE) BARRIER q U✓E.4THER RESISTIVE BARRIER 4 LA81814R�G�HERMG UL-AT14EM RESISTIVE SAMMER 4 TO LAP \ 6' MM. ABOVE TOP \ OF W FLAS!4ING �-IA�T�ER I^RIE8ISTIVE ISA'L WEATHER RESISTIVE S.AIRRIER 4 -GALVD FETAL W R AeHMG wiffim OR I�ESIeTIVE SIDING TO STUCCO `UARRINRRl�IeTIVE ® FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — • — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH 8 / a WINDOW FRAME f / WRB LAYER 02, FORTIFIBER BUILDING PAPER / E-Z BEAD BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER �6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED A. FOR CLARITY SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP ---------------- ----------------------------------------------- ---------------- ----------------------------------------------- Y4' GAP TYP >I�' THICK 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER fl, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP 16A)EZ BEAD WINDOW CASING A R C M I T E C T I Design GrouIn,c., 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327b0 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 8 0 a 0 eti C sUSDIV. a. LOT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEL "2558-HAWTHORNE" GARAGE DWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 PH EXP. B IF A R c N I T e c T a imxwtm CARE 3HDIILD BE TAKEN IN IEERNG THE VENT PROPERLY I'— AND 1P SHOWN IN P GALVAWZED ALIGNED. VENT RPE IS SEALED IF UTUMO. NAIL IN PLACE NEING I• VA' NNLS AT EACH CORNER. ROOFING CEMENT SIIOLAO BE APPLIED TO ALL SHRN .E EDGES NEAR TIE POVARATIGN CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND MOUND THE ENTIRE PERMIETER AS RECOMMENDEDINSEVEREWEATHERCOASTAL SHEATtlNG. SIZETHEOFEWNGIN�WITHTHE CONSTRUCTION ZONES, CHART SHOT N. IN THE EVENTA MECHAMCAL VENT FAN IS USED. SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S FINNS CONNECTION I.$ UCTONS, OO NOT CUi INTO TRUSSES OR RAFTERS WTEN CUTTING THE OPENING IN THE ROOF. RINTERFERING SHINGLE NAILS AROUND THE I--° PERIMETER OF TFE OPENING SO TWIT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATNNG. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER —WILES.A STNGLES. INVENT FLANGES TO LAY ON THF OTHE E TOP SHINGLES. IF ROOF HOOD VENT DETAIL E N CUT AT. TRFIPQ FOLOA HOUSED TUCK R N MA POLD N AT EXTD PLANI I'ENNG MM DELOU SILL 19.EXIDLC PLAISINS DO NOT ORAL DOTTOM FIN STEP 6 STEP 7 PIPE Nm OVER FLANGE ALIGN FLASHNS IOU NT, EDGE OF SILL RO. MCOIAAICALLY FASTEN FINNED ED"& (CAP NAILS. 6TAP LESJ INSTALL DUPONT FLEX~ A6 T PLANNING AT TIE PLUMBING VENT DETAILS SCALE. NT6 IPPLY k' mCM.- :GNTNAa* DEAD F SEALANT AT AF1IS6 AND MAD a IPPLY TO SACK OF RIDOU NAILNG LANGE N LINE UY 9!•PUNOHED IOLRS OR SLOTS, ROE ADHESIVE - DOOLE FLASHING, VER DRP CAP RCTOARAP ECL#V) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 .0 EYCENTEFUNE 38'WIDE VALLEYFLABHI 10 FASTTIERSwI SOA OR HEAVIER FELT LT COF CENTERLINE IN FASTNERII UNDERLAYMENT NO OF SHINGLES XTEND EIYI9WNGLE ASPHALT ROOFING AT LEAST iT BEYOND /� VALLEY CENTERLINE CEMENT R�IDEGRES �QINEAT FROM VALLEY CENTERLINE I. IT 16 TIC CONTACTORS pE6rON61OILTY TO VERFY ROOF VALLEY DETAIL MOUSEW PATIDIALA TS ALLPRODHERM INCLUDING THIS 00RAP. SEALANTS A L PRIMPIXT6 IC E. MT6A.ASIRM MATERIALS USED DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MAMFACIUREM UIIISTTEN SPEOPICATIOM, SEALANTS MAY REACT ADVERSELY P NOT COMrATIOLE. CLEAN AND SEAL JAM TO SILL JOINTS WITH OW IMJB FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SMALL EHE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRJSION DELOLU THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH ALANT APTLY OW H2U (O EOI)AL) SEALANT A WNOGLUCFLU JOINT. PWID APPLIED PLASHING (LANCO UNITE -SEAL RC -SS OR EQUAL). SLOPE SILL TO EX NOTE, L IT 16 THE CONTACTORS I OP-ONGIDILTY TO VERIFY THE COMPAT19MLITY OF ALL PRODUCTS NCLUDN6 SEALANR6 ASELF-ADHERING FLASHNSI MATSMAL6 USED DURING DON6TRUN CTIO 2. FLASHING AT EXTERIOR 91000E AND DOOR OPENINGS SHALL DE INSTALLED N ACCORDANCE WTH MANFACTURE" INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF POC RTmDA I) IN ACC 1EDA1NCE UATH 1`19E6TRATION MANFAG7URER6 INSTALLATION AND FLAIMNS INSIM)CTIONS, W9RiM SEALANTS MAY REACT ADVERSELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NM PH: 407-774$078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 Oili�ii, aysaly a6 LOT: SILVERADO LOT #6 BLK #16 PROJECT* 03719.001-06161 MODEIi "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA DRIP EDGE I� -1/8' TEXTURED I FINISH o WOOD I �\ 2xe sue eewc 1/2' TEXTURED FINISH A CMU METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FMI8F1 • CMU 1 --METAL LATH WOOD SHEATHWa OR CMU WRB LAYER 7, STUCCO WRAP(FRAME ONLY) UM LAYER P2, FORTIFIBER BUILOING PAPER _ ______ (FRAME ONLY) ch ROOFING CEMENT DRIP EDGE ©FLAN5 METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1'1/8' TEXTURED FINISH o /' WOOD, 1/2' TEXTURED FINISH tv CMU 2x(o SUB -BAND W/1'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®E L Y,4T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ke) �,N ,a PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL / x x x x x x x x x x x x x x x x x x x x000, x x x x x x x x y`�z� x x x 000�' SUB BAND DETAIL ® WALL W/KICK—OUT 1ME OR CMU T 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 WM'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 5 ROOF EDGE OMITTED FOR CLARITY A III C N IT I C T E Design Grou m . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407.7744078 Wwwsbdeafgngroup.som AA #: 0003325 h 8 ro 0 0 F I Tj BVHDIV. m LJOT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEIA "2558—HAWTHORNE" GARAGE ewlxG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 8'-2" 66-10" 3'-4" 301_9" 32,_9" 8'-0" O/C MAX., TYP., LINO ----- --II-------------------------------- FM-16XIB FM-16X,8 3 1 1 1 I 1.1 1.1 I. I . c 1 16'-2" III FOR E EC. 0 m I ISLAND XI 4 1 m a K 13 w m I� 1 I 1 N FM-i6X18 — FM-16X18 3-4"7,4'EXTENDEXTEND In SLAB 1 1/2"SLAB 1 1/2"-12X12 =.01 IlEil_ I I I 1 1.10 1 1 1 1 IFQ I ( 7 _I _ FMC-16X18 `� 4" CONC. SLAB R a I 13-0 $31It� 4 IIW- Im T$ pp OF�EXTENID'2,,r SLAB X %'SLAB 1 i I SLAB I m SLE. APE PER FT. 28,_7" 6' 7„ I SLOPE 1/1 cS I +-0 1/2" J I 1 I I m X ml q X I 24 I I -31 SLOB o 51/2"I m FM-16X18 PVC 4" PVC I L7 CHASE 18' -8" 1 1.1 I 4 4 1.1XB v I m W I I v I° I g m I ILL I X m XI R °5 — —I 4" CONC. 4 12 r 1., -3 1/2" IF L O I LL I i SLAB — — — FM-16X18 — — — — - oI — — — I — — T — — — — — FM-i6X18 11 FMC-16X18 — - 0'- ' 4 TOP OF 1.1 SLAB 25'-4" 5'-0" 23'-0" 10'-10" 20'-l" 7'-4" 53'-4' 20'-4" 73'-8" '-4" 75'-0" SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 616 WIAXW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-18x18 16, CONTINUOUS IT - (2)Es FMC-16xl8 15' CONTINUOUS 181, - ( s #51N CURB VARIES CWC-12X12 12" CONTINUOUS 12" (2)#5's (2)#5'6 TE-1 8" SEE PLAN 8" - 1) 's #51N CURB F-24x24 I.. I.. 1Z. FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'A", 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. 11.13INDICATES #5 BAR, 13INDICATES 06 BAR,UNDICATES #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", 06 =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 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 C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION A R C N I T C C T $ 6 Design Group,! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0 SV$DIV ac LOT: SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODELt "2558-HAWTHORNE" GARAGE 11111 G: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B. DAA F-REE: 06/09/21 SCALE: 1/4"=1'-0" SHEET sl MIN. EACH WAY HIC FOOTING ?STEEL } Z REINFORCINGIN GROUTEDSTEEL REINFORCING IN GROUTEDCELL nrFM:7 SEE PLAN FOR SIZE AND Q G o CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTSSPACING REQUIREMENTS T W/nUU W0_ S s, ((0 2 8" CMU WALL O V) 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR I Z - > °I j �� IN FOUNDATION WITH 30" LEG EACH e',�' o,-Cy, c3 w 0'-0" 4 I WAY AT ALL CHANGES IN DIRECTIONS ° TOP OF SLAB TOP OF SLAB I ... °I 50 THAT THE STEEL REINF. IS CONTINUOUS I( MATCH AMOUNT OF CONTINUOUS BARS .) - V IES EXT. PORCH SLAB . SEE SLAB SCHEDULE 4' CHAMFER (1-STORY) EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE _ I °-' o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 1/2' ISOLATION a 6" CHAMFER (2STORY) W/ 1/2' ISOLATION I 4" CHAMFER (1-STORY) T 6"CHAMFER(2-STORY) JOIN7 (WHERE �' JO APPLICABLE) z SEE SCHEDULE W JOINT (WHERE APPLICABLE) -. Z l•. • ^ • EE SCHEDULE 4. .. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE g FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO N EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE:34"=1'0 GA GARAGE SCALE:3/4"=T-T CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING GARAGE RECESS DOOR W WALL W/ SYP W W D 0- I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ g tu B* j U) NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12"z8" WEDGE ANCHOR W! 2' W W O IL SECURED W/ 2- PART g TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH S y U 2"CAPPED I EPDXY. MIN. EMBED EPDXY 5-1/2'EMBED. MIN. 0 16" OC V1 GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE FOLLOW ALL MANF. K SPECIFICATIONS FOR BTM AND TOP PLATE ANCHORS W/ 10d 1 1!Y' �c- CURB FOR -�y MASONRY _ USE AND F- PREPARATION OF x COMMON NAILS FILL ALL N HOLES, DO NOT USE 10d W UNIT S SET lb° AT ELEV: Z —HOLE. x 3" w SEE SLAB SCHEDULE 0'-0" SECURE FLANGE 70 J SLAB W/(4)1/4" X 2 1/4" p OA, TAPCONS O'QQ- TOP OF SLAB . - _� .. • , 4"CHAMFER (1-STORY) °• °�-<. - ° GARAGE 6"CHAMFER (2STORY) RECESS AROUND DOOR OPENING SCALE: 3/4"=1'-0" EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL LAP TOP PLATE A MIN OF 48 SCALE: 34"=1'-0" BOLLARD (� MONOLITHIC FOUNDATION AND NAIL W/ 16d COMMON VERIFY HEIGHT 5 SCALE: SCALE 34"=1'-0" (W� UPLIFT) NAILS, 2-ROWS, 4" O/C BTM. 3l4"=1'-0" LAP TO OCCUR OVER STUD OF WALL PLAN Z(4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W! SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BLAB W/10d MASONRY LAP TOP PLATE A MIN. OF 48" NAIL 16" O/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS rp UPLIFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z _ w Ix SEE SLAB SCHEDULE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 0_ Q BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL TOP OF SLAB PROVIDE DBL TOP PLATE 16' O!C STAGGERED. Q W •� - a - < ADDITIONAL METAL m U4. `�a— CONNECTORS NOT -I REQUIRED WHEN NO O UPLIFT IS PRESENT. 87CMU WALL Z OAR POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP I - TOP OF SLAB SEE SLAB SCHEDULE �'' 2X WALL FRAMING EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE +- 0'-0" Z .I�. SEE SLAB SCHEDULE t/T' DIA SIMPSON STB2 BOLTS 5" AND BAR QUANTITY 70P OF SLAB a• Z + MINIMUM EMBEDMENT INTO t "ISOLATED" COLUMN PAD °FAND GROUTED CELL, 4" FROM ENDS AND INTERIOR CURB FOUNDATION WOOD WALL 8SCALE: to CENTERED UNDER WALL AND 16,O.C.VERTICALLY MAX 3/4 V-0'FOUNDATION UPLIFTSEE POURED MONOLITHICALLY WITH AND SLAB(NO SCHEDULEEDULE OR WXD, BAR SIZE BAR SIZE AND BAR QUANTITY UANTITY 'VARIES a' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO B BCALE:3/a"=r-a' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION :C SCALE:34"=1'-0" 11 SCALE: 3!4"=1'-0" •1E^ SHOWER RECESS FOOVVTER 12 SCALE: 1 =1'4' ' A 16 N I T 16 T i Design Ga mna. 1441 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003326 a �ra y a D F SUDDIV ae LAT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEL "2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B A k C N I T[ C 7744 63'-10" 52'-8" 46'-8" ^^ 40'-8" 1 esp 3,�„ Grou 33'-2" 1441 Ni RONALD REAGAN BLVD. 28_a' LONGWOOD, FL32750 22'-0" PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.eom 10'-0" AA 8: 0003325 10111111 1 4'-0" 0 a 4 0 10'4" 7'-0" 4'-0" 30 Y IV 8'_2" N 1� C fV fV '4 8'-0 14'-8" 9._8" V V c 5'-0" 10'-6" 151". 21'4" 26'-8" 30'-7" 35'-9" 37'-11" 40'-10" 44'-10" 48'-8" 54'-8" 60'-8" 88'-8" 70'-8" DOWEL PLAN SCALE: 114" = V-0" � av8a:v. a. LOT: SILVERADO LOT #6 BLK #16 PROJffiCT/1 03719.001- 06161 xoa�:.: "2558-HAWTHORNE" cwitwca arrsrTa: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ 10" HOOK c e GROUTED BOND BEAMi VARIES PER ELEV. Z � 5 5 b � • #5 BARS Q tti • L_ m I- 10"HOOK mLL a ° �_: ° a '•�^•. �:°, ° >Q 8�°� O CLEAN OUT REQUIRED ZOO 1'-0" G FOR INSPECTION pp •O 4-_�Ic • I o 0'-0" FIN. FLR. • U TIE RIZON REBAR Al± ° TO HORIZONTAL n� ❑ a REBAR W/-10" HOOK BAR SIZE 48 BAR DIA. Z W i 6 N3 18" #4R24..d CMU UNIT DIMENSIONS dp ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR#3 48B'� DIA.#7 METHOD #4 24' M U #8 MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #s 311' * 3 SCALE:3/4"=1'-U' REINFORCING r� L REINFORCING ALE: 3/4"=1'-0" SCAw ;. SCALE: 3/' A R C N I T R C T 3 6 G e i gn 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 �y >p U O F 9LTHDM as IAT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 1LODEL- "2558—HAWTHORNS" GARAGE 9WING: LEFT PAGE: DETAILS 150 MPH EXP. B GENERALNOTES 1.)CODEb 1.1 FLORIDABU NGCODETNEDITION,=RESIDENTAL SECTIONSROU.26RB08. 1.2 FLORIDA BUI NG GLIDE,7 EDITION, 2020 BUILUNG, SECTON318 262107. 1.3 BUILDINGCODEREQUIREMEWSFORREINFORCEDCONCRETE(AC131614). 1A BgLDING CODE REWIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (IME 4ptEo2-16) 1,5 AMBRICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES(ASOE 7.16). 3J CONCRETE: 2.1 CONCRETECOMPRESSIVESTRENGTHAT28DAYS: 2.1.1 PRE CAST W9STANDARD REINFORCEMEN-II PSI MIN. 2.12 PRE-CASTN REMES3 REINFOROEMENT8 FBI 2.EI GROUT PER ASTM GM - 3000 PSl w MAx.3'B' AOOREGATE, B' TO /1' SLURP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN'PRECAST 4NTEL AT THE OF FABRICATION A S T 'M1B'A A(ORADE 60) 2.22 AETM A J LINTEL ANDGRADE 4D). BLOCK �LPCED IN FIELD) ASTE S STRANDS (GRADE 4N. 2.3 PRESTRESS STRANDS AST' A4167-WIRE, STRESS RELIEVED 270 KSI 2E DETNL REINFOPERAENTw SHALL COMPLY WTH A0 STAN. 25 CONCRETING ASTAAI bHALL OONIPLYwMAd SrANDMD3. 24 D4.5 WIRE PER AST' AtOMlA1061M al MSWRY: 3.1 CONCRETE MASONRY WJITS (CNN SHALL CONFORM TO AST' C-W, NORMILL WEIGHT WITH MORTAR NET AREAIFM T ASTb 2R TTH2OlxIP51. 3.2 MORTAR A JOINTS RE TOAST'G2T0 TYPE MOR S' 3.4 MSSMWMORTARJOINTS ARE REWIRED 3A BE L.En AGGREGATE ) Mi. OOI.O R Y ST E NGTE S M OF CMS ANDABL MORTAR SHALL NOT BE LENS TNAN FMMETH f 2OR PSI. MASONRY STRENG E SHALL BE TMETHIBHEDBY ETHE T STRENGTHMETHOD' N ALTERNATIVELY, BY THE "PR19M TESTMETiOD'WM1IERE USM REW02EMENTS HAVE NOT MEN MEt, 4) sTR 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS IUWNG A BEARING OF B• EDITION 2 A MINIMUM ACCEPTABLE BEARINGOF4'PERFL MDAINGC DEI 4GWOE TMBUIDI G,S SECTION SECTION AFELO DV&kNNIS .IES BASED ON BUILDING CODETIH ALYON, 2020IN 3q 4,SECTION 2181.1 4.3 SAFE LOAD VALUES BARED ON RATIONAL DESIGN ANALYSIS PER Ad 31614 AND S B 902-15 4.3 CALC 'nW EV MUATECONCENTRATED LOADS FROMTIESAFELOADT YF BY CALCUUTNG Ma(IMUM REbISTINO MpAEM MID SHEAR ATE g3TANCE AYWY FROM TiE FACEOFTHE WU AT. 4.4 FOR LINTEL LENGTi AER-REREATER,VERRCN.CEA HEIA)SAID LINTEL. WTANp 0.RNIMLM ONE (TPBVERTER RENT IS REQUIREDAT EACH BEDROTHE LINTEL. 49 LINIELSTNT ARE GREATER TNN 2 DAYS FTERPAN MLlSLBE ACEMEVIDEO TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER L3RdIT PLACEMENT. 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK DESCRIPTION REMARK �1 (2) 2X12 T-0" 1 ♦ BFISAT/OM/ B 8F16-lT/OM/OB 1 I `♦ 1 ♦♦ 1 1 ♦`♦ m 1 8F16-1 T/0M/0B 8F16-1T/0M/0B 8F16-lT/0M/08 8F16-lT/OM/OB 81`16-IT/OM/013 /l-------------� 1 ♦♦ 1 ♦ ♦ °J 1 i `♦ 1 j 1 1 0 1 1 8RF14-lT/0W0I3 ----------- I I ♦, `♦♦ I -----------0-*- - - - - - - - 016.--------p-------------------------------------------------------------------y---------- T-0" LIFT BEAM PLAN SCALE: 1/4" = V-0" A N C N I T E C T I Gr esou i In 1441 N. RONALD REAGANJISLVDLONGWOOD, FL3275PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup.c AA 8: 0003325 yy o? U m IN BVHDIV. Ae LOT: SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODE1a R2558-HAWTHORNE" GARAGE SMRIJO: LEFT PAGE: LIFT BEAM PLAN 150 MPH EXP. B #5 CORNER BAR W/ 30" LAP FOR EACHREINFORCING OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYR 81S1e" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HE GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �\NO REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND #5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16'5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST V,#5 L IS PLACED. THE STEEL pCOURSE OF BOND BEAM IS OMITTED AND A LINTECOURSE FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL e„ , �\\�'�p 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *=�t 1^'SfGF�'� 8xl6 DBL BOND TOP OF / ,\Y\• �,Q� BEAM W/(1)05 BAR BOND BEAM •\O EACH COURSE G 8x8 BOND BEAM TOP O • �pQEa\a W/(1)#5 BAR BOND BOND BEAM f = FILLED W/ GROUT �NOMINAL U=UNFILLED LINTEL TOP OFGROUT SOLID OSOTo OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSE SEE NOTE 5 A\\4' p 8x8 PRE -CAST CONCR 16-1 T/1 / B NOMINAL�� LINTELW/(1)#5BAR(MASONRY Qp' HEIGHT # OF #5'S, TOP LENGTH -F BAR = WICORNER QPE"'NG-2BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE ORREINFORCING THAT XFXX- 1THM)081NDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRAND XFXX- 1TJDMN8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT ISTHIS ENGINEER'S INTENTAND XUXX-1TAM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATITOP UNTEL OF OPENI G AND XUXX-1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)13/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 IN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1-114, EMBEDMENT #5 BAR BENT AS SHOWN 3 2X6 (MIN 2 X 3) 23/16 TAPCON -. 1 W' PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW N SIZE145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6" SLOPE FROM EACH END AND 18" 70 O.C. MAX. MIN 1.1/4" `Zb EMBEDMENT 4 2x8 (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE, 145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLACKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 5 3 6cALE:a+4"=1'-a' SCALE: 3/4"-1'-0" v PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I ISINGLE #5 CORNER BAR, 30x3O TURNED UP 5 CI` R O I I T OR TURNED DOWN INTO SEEL REINF. OF FILLED CELL BOND. BEAM $ II I II G8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN OF BOND BEAM 07ELEVATION SCALE: 3/4"=1' O" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" A R C N I T! C T II G esi PO-. 91 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdeslgRgroup.com AA #: 0003325 1 F 1 11113 9VHDIV. AC L.OT SILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODEL "2558-HAWTHORNE" GARAGE OWING* LEFT PAGE: DETAILS 150 MPH EXP. B BEAM SCHEDULE OZZO INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WXH' SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS (PLF) S'A" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x72" RECESS DOOR HEADER (zl Ns (z) Ro.s mw.ev„RE MR az,9O m w.swre (ziw.s mw.ewRE rnR..s cn w.sveRE (m w.s mwawRE rn«o. a M.—RE a)W ner (zlwe . c:(ne.a 4oaz �• (7)w.I.. (21. 11. 1131 (P E1NRE (z, xa. Stec +• mw.srnRF mRas mw.sr„RE (z(R..a z-r mw. . mw.. al w.swRE cnRo.. mw.srwr� (1..4 Iz: w.e�RE a(Ro.. mw.e"nRE a(R..4 GRAVITY UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"02" RECESS DOOR HEADER E&^ ni �u "o(a unu "riu°au v"rsEuer mw.sveRE M R(N. RE (2( zs mo..sw�RE mRo E mRR.s p)w (R,� ET m (z:RE (2 sr (yw.evnRE mno. 9oxi to w.evnRE tz)rw.a (z) w.eveRE 3 mw.evnRE (zl Rez (ooaosilD mw.s E mw sw!RE (z) R>4 (z) ws 4' PR_. I E mRo.4 m wswRE mRa4 (aw.srnRE mw.4 A R 6 N I T E 6 T• 6 GrNa i In 141 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 c ILVERADO LOT #6 BLK #16 PROJECT# 03719.001-06161 MODELA "2558-HAWTHORNE" GARAGE E VfWG: LEFT PAGE: DETAILS 150 MPH EXP. B y/" 1 a CJ1 x II CJ3 n CJ5 = EJ7 = EJ7 EJ7 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM EJ7 = CHORD WITH 2 ROWS 10d NAILS STAGGERED @4"ON CENTER EJ7 I I 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. EJ7 p==== I EJ7 E,17 I I EJ7 E17 y✓� O1 0 EJ7 = CA 1@N@NLn A�— n njCJ3T — — = I CJ5T _ I n n n EJ7T RIDGE N EJ7T I k CJ5T = U n n n — IqNCJ3T —11--1f--�F-- CJ1 n II N u N NNNNI 11 n 11 1 N NNNNI n N n 1 INNNI 11 NNNNI 11 11 ofI It u 11 a I NNNNI D N N N n IU(it N N NN��nll 11 11 a x N 11 II N N 11 N N U N N fl 11 N II_ 1 11 —I� N N N N N n NN 1 11 N N N N n of of of NNNNN If If u it n N 1 of N N N u N n ,x n Q N II n N N N Noq II U N N fl F-e N 11 p N N M LL W H N N N N �— N If If x ofH' u n n n _ M !!2 �_ M ¢ a a a a ¢ ¢ x x x x x ¢ a a a a a a of h1k I�hfl�l�t�frn�il ��u iiLLu n gun q � N N II II 11 II LL n 11 N 11 II II II N N IIW�N N N N q II II N h N u n n z N N Nx3 RI E N NSYN •¢ W q p II 11 of n n n I n x NW Col N N N N N � Sin 11 •1 of 11 II II 1 � N N n n n 115 �S n n I E N N N N N N N N MINI �Q CJ3E �9�oallo n n n 1 II u my3o.k�y N N R��E I I �JE� �aNamwlgi 1 u n n n n 1Ayq I NOag0aU n n n �S G-9( Itl1 1pI .i CJ3EI n u �L If II I II If n i x ��Q N N NE n x n gNllu° C� II CJ5 r3 I I EJ7 ass=� II EJ7 II II ====q EJ7 II = 1 EJ7 tiA I I d CJ5 II 0111111I►��°N N ==a EJ7 1 to _� t CJ5 N I I II N N = CJ3 N II CJ1 N O m N V N O Y) •- pi h M y FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE 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"' x2 7/8" LONG, WITH WASHER (d 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 I 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. A R C N I T I C T• Design Grou LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdesigngroup.com L AA R: 0003325 anon, z SILVERADO LOT #6 BILK #16 PROJECT* 03719.001-06161 MODEL "2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: FRAMING PLAN 150 MPH 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO TRUSS 12) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 j" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {1) SIMPSON LGT2 GIRDER TIEDOWN WITH (2)T) 10d x 3 J' NAILS TO GIRDER AND SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV, COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x C. 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L.770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1 B 1 C TYPICAL TRUSS/ SCALE:3/4"=T-0" GIRDER CONNECTOR(S) 8 8 BAHIIOCK TMOGOGIIE88 4500 314" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12' WOOD PANELS 90 2X LUMBER a4 • < • i 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 518" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN r,,_"\I-JOIST CONNECTION @ L.B.W. �SCALE:3/4"=V-O" (NO UPLIFT) DEPTH 1/4`D —HOLE EDGE>S/8" —HOLE DIAMETER <2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM. — PLATE STUD NOTCHING %1 AND BORING LIMITS V SCALE: 1 12'=1'-0" HOLE EDGE >5/9" HOLE DIAMETER <3/5'D DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 —� TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR lx2, 2x WOOD FASCIA — SEE ARCHITECTURAL Ed 2x SECURED W/ (3)16d Z GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 1210/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'4' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) BIDS J' x 2 }" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) BIDS }" x W TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) �' x 57ITEN HO TO CMU AND (18) SIDS }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2o ,R ,C TYPICAL ROOF GIRDER CONNECTOR(S) �� S BMA®tmm TiOU= 1500 3/4" WOOD PANELS 8000 (2) 12"WOOD PANELS 60 (2) 12"WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ lodxl2 HOG COMMON NAILS. EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/5/8" A, B. WITH MIN. 7' EMBEDMENT TO SLAB & (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB . ry- 4 4. G LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" NOTE. A -WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B-SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, S.- MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER o ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 2' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" 6--a'MAX (W/1X4) OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. 214 BLOCKING BETWEEN BRACE W/ (3) 12d O EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-C' O.C. (AT SHEATHING 0'-0" TO 30-0" (1)'W' BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X' BRACE ® CENTER TO BLK W/ 12' DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37' OC lx4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE TRUSS ENG) CONT, 2X4 SECURED W/ REQUIRED (2) 10d's f� EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2.4 BTM. CHORD BRACING END TYPE CONDITION, IF 10-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� p /� INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0' 5'EDGE CENTRAL SPACING SPACING SEE SEE m0�'i, BTM. HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w 5 1/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2, END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN W O/C. S. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE SEDGESPACM CIRInVISPACM A DOUBLE 2X8 12' 8" O/C 16, O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE Z 00 12' 8" O/C 16, O/C D DOUBLE Zx10 3/4" e" O/C 24" O/C E DOUBLE 2x10 3/4" 6' O/C 16, O/C F DOUBLE Zd 2 3/4" 6' O/C 12' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=T-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=T-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 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 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 SUBJECT TO F1 AND F2 FORCES. %�LTERNATE MATERIALS SCALE: 3W=1' 0' Grow inn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 A tl� iL i OVHDIV Ae LOT: SILVERADO LOT #6 BLK #16 PROJECT* 03719.001-06161 MODEL• "2558-HAWTHORNE" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B IP FLOOR DECK 2x6 PTTERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP u SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-U' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3W=l'-0" SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING f 9 1 SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 117, HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL L, 2 SCALE 34"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d ® W O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. ST UPPER PLY INTO 2x6 BELOW 8"CMU WALL REINF PER PLAN PER ELEVATION LL 02 f5C Ux U PERE VATION 1X2 FIRE -STOP 1/4„ NI #8 WOOD SCREWS �M x 2" LONG Q 3" O.C.; STAGGERED OFF +IIIIII, CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS/4 NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE:34"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 216 SLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE. Q TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2z6 x 7' LONG ® 3" O.C.; NI 2x4 BLOCKING Q EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF a,6; NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2NO FUR) 3/4" AS SHOWN 2x4 BRACE 0 46' O.C. w/ (5)12d 1'4' MIN. FROM 2ND. FUR. FLOOR DECK NAILS C EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 1r7' EXP. BOLT Nl 8d RING SHANK NAILS @ 4" O.C. MAX a BT. OF FLOOR TRUSS 6 CMU WALL IALL REI F PER PLAN AT 16. O.C. AND W FROM END W/ MIN S1/Z' EMBED. INTO BLOCKING 16d NAILS ®8" O.C. MAX IS FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP PER ELEVATION FLOOR DEC III �/4�� PER ELEVATION PER ELEVATION LL 3 r^ Z O= �IAAT NAILUIO PATTERN UU 0W PER ELEVATION N=Z PER ELEVATION PER ELEVATION 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24" NIA PRE-ENGINEEREDWOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) a,2 O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1X2 FIRESTOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 W/TRUSS PLAN) AT TRUSSES PARALLEL 37' O.C. MAX. (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE:34"=1'-0 PRE-ENG FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) C 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5l8" GYPSUM BOARD OR 1/7 HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 STRENGTH CLG. BOARD 44/46 SYP NO. 2 WASHER SET IN HIGH j, U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d'S 8' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE 0. PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. 0 AND TOP PLATE ANCHORS W/ 10tl z 1 1/2"COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2z4 SECURED W/ (2) 10d§ C EACH FILL ALL HOLES, DO NOT USE 10tlx3" 1/7k9' WEDGE ANCHOR W/2' WASHERSETINHIGH STRENGTH TRUSSNVOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010-0"O.C. MAX. EPDXY 5-12" EMBED. MIN. a 16' 1 Oa 10b 10c OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °" TRUSS TO POST CONNECTION O SCALE: 3/4"=1'-0" a ° A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • E B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/6- AT TO HDU4 AND (10) 1/4" X 2 1/2' SIDS TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO SLAB CONNECTION SCALE: 3/4"=1'-(Y' A&B- SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB .I.16d z 2-12" NAILS TO POST. A R C N I T R C T 6 Design Grou lrc. W1 N. RONALD REAGAN BL1 LONGWOOD, fL 32760 PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 h �i W 0 O StMDM Aa LOT: SILVERADO LOT #6 BLK #16 PROJECT* 03719.001-06161 MODEL: "2558-HAWTHORNE" GARAGE SWINO: LEFT PAGE: DETAILS 15aMPH Elk yj FIBERGLASS SHINGLES OVER W FELT PAPER ON J' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER NAILING SCHEDULE 14'-2' CLG. HGT. i V-4' TAM. Q l2 STUCCO OVER FELT OVER PLYWOOD DBL STUD---- Wll2) SP4 )S'XIV WEDGE ANCHOR • 32' O.C. 0' MIN. EMBED-) (2) 2XI2 HDR UFLITCH PLATE. ATTACHED W/(2) MSTA-24 • EA, SIDE PRE-ENG TRUSS(STRAP PER FRAMING NOTES) MTL. DRIP EDGE 2x SUB -BAND Io 14'-2' ENTRY BR*. HGT VENTED ALUM. SOFFIT DOUBLE TOP PLATE j O.B.D. SHEATHING OR }' COX PLYWOOD. ATTACHED PER NAILING SCHEDULE MTS-12 • 24' O.C. ENTRY DETAIL—ELEV. ID' A SCALE . 1!1'. I'-V A I C B I T E C T i 6 Design Grou l! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7745078 FAY: 407-7744078 www.abdesigngroup.com AA N: 0003325 1 �IY ,anon; StYBDIV. de I.OT SILVERADO LOT #6 BLK #16 PROJECT* 03719.001-06161 MODEL "2558-HAWTHORNE" GARAGE SWING: LEFT PAGE: ENTRY DETAILS 150 MPH M. FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE SO RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM SO RING SHANK, 2 SAT' 0.113 170,000 RING G RINGS F16" SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL RQOF SHEATHING ATTACHEME:N78PAGNG 20NE 1: 8d NAILS 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: ed NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES . a OC TYP. EXT. SHEATHING ATTACHMENT WI -TER ROOF SHEATHING .--_—I 11 mmmEN 11 Z = 9° m 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 0 16"0.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 Sd RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #87' DECK SCREWS @ 6"4" O.C. MAX EDGES & 17O.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 HIP ROOF TF—A' ROOF WIND DESIGN PRESSURES NET (GRO%) ASCE T-16 ZgJEt=-Tl.3 3=3Z.3 ZONEa=32.B ZONE 3e=.iB.5 ZONEa=38.5 ZONE 3,=-55.3 zoNE a. ae.s '= 4'O" f ND ZCP£ geTav-E WINDSPFEO 150 MPH E%f4SWE GTEGORY'.'B" R64LGlTPGORY'. 11 APPLICABLE INIEWNL PRE39lRiE CAEFFlgENT. al-O.t6 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE 1. SPACING REMARKS APPUGTION SIZE TYPE SPAGNG REMARKS 1 PTFURPoNG TO MASONRYICONC CABEHMDEtEDOOL NA 11 -LONG. B, OARAOEDOOR BUpt To— 1l4"DV. NO WASHER TAPCON MA9d1RY FAN.— B"O� tt?EMBED., 4'FHI tl3T., I —EDGE— BOO, AL. EXT. DOORS -III RDENEDOOL 3'dO YNNOONMDOORIFASTENED MRAOEDOdt— 3I&DIA'OR EXPANSIONWti 1S'dC (316"tlA) 4°EMSED.,4"END qST.. 1X PT,BF-ENOTEB NML1 tR"LONG. STA__ NRYX]FIC. TO MASCNRYpdVC. N1wAD11 Z4"dCltiZ'tl/4 3'EDGE dei. WINDOW BUCK CASE HARDENED CUL R'OlG WINCOWIDOORI FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING tX PT. SEE NOTES NAILI IIY'L . STAGGERED NTO MAEIJNRYA>DNC. MABONRYICONC, REQUIREMENTS EXT.BWNG DOOR &1CKa PT. SEENOTE6 I213I18pA NO WASHER 'iAPC0f1' FAWNER 18 11IS EMBED,-140 g3T.,11R"EDGE pST. NON BEARING WOOD WPLL TO CONC. &.AB 12"° PPNSION 4'EMBED. 4•E1O WI WASHER BOLT �•• eT., 3'EOOE p3T. a PT wINDOW BUCK O.Ib°PAFa 11/6" YOA: 4" END. EX T. I TIE' PT TO STEEL6 SEE —ESSTAGGERED EDOE q3i. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WANDOWS 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 8. INDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED Wf TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3303M. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE O%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 78t EDITION ARE TO BE CHAMFERED 3I4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE N0, 2 0R BETTER. Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402J802-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE "IL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlABS-0N-GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHE3 AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -NARK, 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 WTH 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 5S 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.DEI WING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE ITH THE WOW TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH V CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY AL DI L DIMENSIONS M 10 S PRIOR 10 REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF AND MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815A615M GRADE 401N CONCRETEREBAR DEFORMED BARS,DPLSHALL BE ASTM A615 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE E0,036" MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. A, A A DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOPDRAWINGS FOR REVIEW RI DRAIN E EW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTE0.WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOORLIVE LOAD 40 psf AND DDIVERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD n oncumem EW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf STM CHORD rion—current #5 BAR - 3W #7 BAR - 42" TRUSS MANUFACTURER ILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36=x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL- ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IDpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (MICE (FBC 020) EXPOSURE B, RISK CATEGORY Ip INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ABLE ATTIC WITHOUT STORAGE: 10paf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS &ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS' 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM'. 40psf, SLEEPING ROOM$: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40P0 MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-B0, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING 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 DRAWINGS SUBMITTED WITHOUT REVIEW ILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE I ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR WHEAL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476' AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS ILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWSE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10', USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIONI SITE PREPARATION' "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE OR 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID ITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. 148 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = W W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/ASOOM, GRADE B, Fy= 46 1.!, STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, TYPE E OR S, Fy = 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SWAB, 35 W, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. CONTRACTOR SHALL SUBMR PROPOSED MIXDESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'-- PRIOR TO THE ADDITION OF PLASTICIZER OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND A3TMC94C94M OR MEASURING, MIXING,TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A MAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSI: B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1AIT FOR NS AND SMALLER 2" FOR 108 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1R" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS A R C H I T E C T• 6 Despin Gr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 h q�qpp h myO f: SLTHDrv. ee LOT: SILVERADO LOT #6 BLK #16 PROJECT* 03719.001-06161 MODELS "2558-HAWTHORNE" GARAGE 911PING: LEFT PAGE: DETAILS 150 MPH B If r © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O7 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX: nFTAII n J-CHANNEL FASCIA Is FASCIA WOOD BOARD BY OTHERS (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @-I� 12" O.C. MAX (INTO EL 30 (Z)WOOD) IN J-CHANNEL SLOT f, 2X2 WOOD BATTEN 10 TAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1--SOFFIT 1D ni-CHANNELO 7D STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 30 J-CHANNEL j" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN ' L'—.— SPAN 'L' SEE DETAIL'A' ' SEE DETAIL 'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END ft EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'---" SEE DETAIL'E'—�' +-»_ EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 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 EL `" DETAIL B J-L;HANNLL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO �7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA ) CONCRETE/CMU OR WOOD (NOTE 1) ( J-CHANN fl DETAIL C J-CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, ATTEN ATTCHMENT EMB. B FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. e3>>{>T>Z• ' 13.519 .375 d 4 3.625 3.625 3.66 5 i .03 Lf sA 12� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C R IT E C T S GrouSon 1441 N. RUYALD HEAGAN ULM LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #t: 0003325 S F OVHDIV. Ae LOT SILVERADO LOT #6 BLK #16 PROJECT* 03719.001-06161 MODEL: "2558-HANTHORNE" GARAGE OWING: LEFT PAGE: SOFFIT DETAILS 15VWH E . B E