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Home My WebLink About7238 Steer Blade Dr99 ��045-LANTANA99 FOR: 11OR10HOR110N 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: 813 740-9720 FAX: 813 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX �F DRAWINGS -pWmM BuUING CO+X >�++��h R&4ID 71ii gp= ( ) -ALL IWAL AND SPATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH VaSd=118 MPH -EXPOSURE - B -I-STORY RESIDENCE - -2-STORY RESIDENCE -MAX HEIGHT AS PER LOCAL AND STATE CODES ABV. A/c ADI. AMP aD CL CAB. CLG. cLR CONC. CPT. C.T D. DBL. D.O. DIA. DIM DISP. DP. DR. D. DTL. D.W. EA. ELEV. EQ. EXIT. EXT. F.G./FX. F.G. FIN. FLR FLUOR FP_ DP_ FrG GA, GAR. DISP. G.F.I. OL. GYP. BD. H.B. H.C. HOT. OR ITT INSUL. INT. ABOVE LAV. LAVATORY AIR CONDITIONING LUM MEDICINE CABINET ALTER A T E M.C. MANUFACTUREREi ALTERNATE MMANUFACTURER UM AMPERAGE MIN ."ALTHRESHOLD CENTERLINE MTD. MOUNTEDEAPG CABINET MTLS METAL CEILING N.T.S ONO NCE SCALE CLEAR o.c. ON CENTER CONCRETE PL PROPERTYLINE CARPET P.B. PUSHBUTTON CERAMIC TILE PH PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD, RADIUS DEEP R.AR. RETURN AIR GRILL DOOR REF. REFRIGERATORsRM.1 DOWNSPOUT RROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLIDCOREEXTDR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHT1iGWR SHOATHING WER EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SLSLIDING FINISH SE GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP, TEMPERED GLASS GAUGE TIM. THICK GARBAOEDISPOSAL T.O.C. TOP OF CURB °INTERR`RUUrim TCmcD'T Taos: TOPOF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSEBIB OTHERWISE HEAD COS WP. WAS°I PROOF HEIGHT W, WITH INSULATION WIT. WOOD INTERIOR WDW. WINDOW wii WATER DATE DESCRIPTION 0e/E4/19 ADD 100-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/E4/19 ADDED PENDENT LIGHTING AT I0'ICfINN PG CI -COVER SHEET GN-GENERAL NOTES PG AS -FLOOR PLAN PG A2D-ELEVATION "D" FRONT &REAR PG A3D-ELEVATION "D" LEFT & RIGHT PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAHS PG D3-PRODUCT APPROVAL LISTING PG _ WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAG -WALL ASSEMBLY DETAILS 07/24/19 ADDED STONE CAP NOTE ON FRONT ELEVATION 10/01/19 ADDED 150-D FROM ENCDiEER jo/it/to UPDATED IiD LIOATB PER D.E. HORTON 10/E5/19 UPDATED SEPARATE EI&CTRWAL DETAUB PER D.R. HORTON 10/04/10 UPDATED THE BDO,RON OONVUMON FROM USP O2/10/EO ADDED 100-C FROM ZNGM= 01/04/21 MADE RROUNN CHANGES FROM RNG. FOR 1000 CODE CHANCE 01/04/21 REPATHIM ZRIPR POE THE 2020 FRC 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. CAI1C.S LIVING 2m45 8Q. FT. C"ARRAfAEE 454 8a FT. ENTRY 39 Sa FT. COVERED LANAI 221 $a FT. TOTAL 2155 BQ. FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG 31.IA-DETADS PG 31.2-DOWEL PLAN PG SI.2A-DETAILS PG 82-LIFT BEAM PLAN PG 32.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAHS PG 33,IB-DETAHS PG S3.1C-ENTRY DETAILS PG SNl-DETAILS PG SD -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE N ON B, A 8 C N I T e C T S 6 Gro si In 41 N. RONALD REAGAN SL1 LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeslgngroup.com AA $: 0003325 HER y E 0 h ti BUDDIV Sc LOT: SILVERADO LOT #11 BLK #15 PIiOJECTAI 03719.001-11151 MQDELA "2045-LANTANA" GA PAGE BTIMO: RIGHT PAGE: COVER SHEET 50 MPH E DA E 03/02/21 BQAL E: 1/4"=1'-0" SHEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. site WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION 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-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30Z5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %' INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 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: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6. WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBNN 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 COVERNIGs 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR COIINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSMICTNNI OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'$ 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. EXTERKNTNOFFrTs 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) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A I C N I T E C T s Gn WO41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 0 a a SU13DM Ae LOT SILVERADO LOT #11 BLK #15 PROJECT# 03719. 001-11151 MODE11 "2045-LANTANA" GARAGE sTNING: RIGHT PAGE: GENERAL NOTES 50 PH EXP. oa A PRINT 03/02/21 DATE" sICALE: 1/4"=1"-0" SiiEET GN --------- -- - rw_ Ml _ism I 1'11 i wTRAY CL&TO iol-v w SOT OF in PJI��IiO OII��IOIOi��` ---ol1011pp� O -0 w w w �I 1, �O DMG ROOM w w wGREAT ROOMS i w w w w IN l .J MIN - w \,I w FROM].I 0 w �-^ i ME 10 p ATTII w a - - FOYER QKi w �i 0 0l'01��. 0114 ME w w w w w w w w w w w w w w IS w w w w w 0 ::II' 11 w p w p w 0 w w w w w w w w w w w w w w w w w w � w w oll------1'0 011��1'0 - a JIM I xI t" EXTERIOR MASONRY WALL BRG. HEIGHTS 9'® SQ.FT. CAM'S LIVING 2045 SO. FT. GARAGE 454 SO. FT. ENTRY 35 SO. FT. COVERED LANAI 221 SO. FT. TOTAL 2155 Sa FT. II FLOOR PLAN NOTES II - ALL DII'RNSIONB ARE FROM FACE OF 1 W BLOCK WALL (OR EDGE OF FLOOR GLAD) TO FACE OF WALL STUD U O. - ALL INTERIOR WALL& ARE 3 A' UNO. - DRYER VENTED THROUG44 ROOF (VTR), NOT GOREENED. • AIR COMPRE89OR GET ON 44'X"' POURED CONC, PAD. PAD BEGINS r' FROM EDGE OF STRUCTURE. - SEE SWEET GN FOR GENERAL AND STANDARD BUILDNG NOTE&. • ALL HABITABLE ROO % TO WAVE ARC_ FAULT CIRCUIT NTERRUPMR. - ALL FULL HEIGHT BLOCK WALLS BETWEEN FILLED CELL& WTWOUT OPENINGS ARE OMAR U141.L8. TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' SQUARE LATICRETE BY HYDRO BAN. RO. SHALL BE 145' x 145'. BOTTOM SHALL BE INSTALLED AT 54' AFF. U.N.O. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID ORHONEYCOMS-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING j INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN Q4 BRACKETS AS BASEC WALL CBINET NECESSARY. VX6'X35-1/4' LOW WALL 2'X6' STUDS . 16' oz. W/ 1/2' BAR DETAIL A SCALE: NTS FLOOR PLAN SCALE: 1/4' - 1'-0' caralllrt AID cLACD1a 111D LOAu/ 1A9C ■D OTOBIIE PCR 8 SBCQID Q11118 O� Sam = lSM4111111)" M&MB ANDTS'E MINAM MIN. WINDOW 10 g 25/-33 CRITERIA EXTERIOR SWING 18 g 24/-31 DR MIN. CRITERIA SG.D. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 20.1/-22.1 8010 O.N.D. 56 5 1 21,6/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 15 A R C H I T 8 C T 1 G e i In 41 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 4 h FS C T 8tMDIV. & I.O SILVERADO LOT #11 BLK #15 PROJECT# 03719. 001-11151 MODEL' "2045—UNTANA" GARAGE OTtWO: RIGHT PAGE: FLOOR PLAN 50 APH A. DA 03/02/21 skmw Al 9'-4' ER.. HGT. RAISED STUCCO BAND FOAM CAP 0'-0' FIN. CRICKET AREA OF ATTIC = 2755 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2755 /300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322.4 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1322.4 - 661.2 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 661.2 /115 TOTAL # OF VENTS REQUIRED = 5.74957 OTAL # OF VENTS PROVIDED - 6 SQ. IN PERLINEALFOOT SOFFIT VENTILATION AREA = 11.736 = 661.2 /11.736 OTALLINEAL FTOFSOFFITVENTINGREQUIRED = 56.3395 LINEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 010'-O' BLDG. HGT. _ I4'.2' BFa. HGT. 4 CLG HGT. 12 — •ENTRY 5 IILE - — - — - — - — - — - ..... 9'-4' BRCS. NGT.h A—r----- FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION TEXTURED FINISH 9'-4' BRG. HGT. 5' RAISED STUCCO BAND (TYP) STONE VENEER oS'-4' BRCS. HGT. ENTRY DETAIL A SCALE, 1/4 . I'-0' A R C N I T! C T t 6 G e I In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.a bdosigngroup.00m AA C 0003325 c 04 0 a mmmo SUBDrv. Be LOOT: 14 SILVERADO LOT #11 BLK #15 PROJECT* 03719.001-11151 MODEL' "2045-LWANA" CARAOE 8TIMO: RIGHT PACE: FRONT & REAR ELEVATION „D„ 50 MPH EXP. • ENTRY W-4' BRG. HGT. STONE VENEER •3 OFF RIDGE VENT OFF RIDGE T OFF RIDGE T 0 (1L. iA i- RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT I� 5 _ _ _ _ 14'-2' BRG. NGT. 1 CLG, HGT. T-® ENTRY D 6 s s u. i0 c0 .3 FIN. FLR. — _ — _ — _ — — — _ —_____ LEFT ELEVATION TEXTURED FINISH STONE VENEER TO ISE INSTALLED PER MANUFACTURER'S SPECIFICATIONS ,y9'-4' BRG. HGT, STONE VENEER 71 A R C R I T R C T R _ Desi9m PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003326 y b A SL7HDIV. a M SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODEL' "2045-LANTANA" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION „D,' 50 JJPH M. 8 F-ppA03/02/21 SCALE: 1/4"=1'-0" SHEET A3 D ELECTRICAL LEGEND SRTANDARD DESCRIPTION SWITCH Y SWITCH Y SWITCH ER SWITCH BUTTON ONNEGT T ITHERMOSTAT INGLE RECEPTACLE 1128VR0-AMP INGLE POLE) WV DUPLEX RECEPTACLE IVV DUPLEX RECEPTACLE (EQUIPPED (TIN GROUND FAULT NTERJPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROOFAIFI CEPTACLE (GROWD FAULT TERUPTER) WV QUAOPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTEO) 20V RECEPTACLE (4 WIRE rONNECTOR) -QDEDICATED RECEPTACLE I-o MALL MOUNTED LIGHT MOUNTED LIGHT ANT LIGHT DLIGHT "EILIlW3 SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. FT.) B LIGHT FIXTURE B LIGHT FIXTURE LB LIGHT FIXTURE RACK LIGHTING C LIGHT WITH PULL CHAIN ER CABINET LIGHT FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LIGHT (RECESSED) IEILIWG ESS LIGHT ESS LIGHT (VAPOR PROOF) MOUNTED LIGHT WITH J-BOX OPT. FAN CTRICAL PANEL (FIELD VERIFY ATION) 4 METER (FIELD VERIFY OX (WALL MOUNTED) (2) -BOX (CEILING MOUNTED) FILING MOUNTED FAN B VENT FAN (i CFM PER SQ. FT.) PHONE JACK QSMOKE DETECTOR (WALL MOUNTED) Q OKE DETECTOR (CEILING MOUNTED) ® RISON X C iNG M ) MIMES ®ING MOUNTED OPENER TV JACK --_ PORT LOCATIll OF TV 'ACKS 4 PHONE OUTLETS 4 FANS • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETNG. • ALL IS 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Ith EDITION (20292) 4 NEC 210A 2011 EDITION, • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 90 CrM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIW3 F50R'Hh 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 FBGR Ith ED fF.@7tQL • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (20201 • ALL LAMPS SHALL BE SELECTED BY BUILDER AND TSTG OF LIGHTMIC MUST BE ENERGY EFFICIENT TYPE PER F.BL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020- Ith FOR MICRO/ HOOD ABOVE OPT. COACH LIGHT ELECTRICAL PLAN SCALE. 1/4' " 1'-0' LED LIGHTING @ DOUBLE LAV. BATH I METER FIELD VERIFY LOG. LED LIGHTING @ SINGLE LAV. POWDER BATH LED LIGHTING @ SINGLE LAV. BATH 2 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE ImDEL 2045 SQ. FT. GENERAL LIGHTING X 3 VA. PER SO, FT. 6135 2 20AW APPLIANCE CIRCUIT AT ISOOVA EA. 3,0001 1 LAUNDRY CIRCUIT AT 1, 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12 I WATER HEATER 4, 1 DISHWASHER 1,2001 1 CLOTHES DRYER Sad 1 DISPOSAL 1 MICROWAVE 1 REF. SUBTOTAL OF GENERAL LOAD J�tB FIRST 10 KVA OF GENERAL LOAD AT 100%REMAINDER OF GENERAL LOAD AT 40% 26535 VA.X 0.4TOTAL NET GENERAL LOAD 4TON HEAT PUMP #128AMP X 240 VA 6720 10 KW ELECTRIC HEAT AT 65% 6500 NETGENERALLOAD 20,614 NETTOTALHEAT 1322 TOTALLOAD 33, FUTUREGROWTH 10% 3383. CALCULATED LOAD FOR SERVICE 37,217 VA/ 240 V= 155 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210-12 REQUIREMENTS. NEUTRALCALCUNATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 3586 NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489/240 = 78 A #2 AL MINIMUM NEUTRAL CONDUCTOR. Fa rCONDUT TO 77WNATW ABOVE SOFFIT • OVERHANI•sJ 200 AMP ELECTRICAL RISER NOT TO SCALE. CdPIRAL NOTE& COMD.TIO. GmftvrA 200 AMP li0,240 VOLT A ELECTRICAL MATERIALS MID NSTALLATIONB 0I60004NECT I PHASE SHALL COMPLY UT14 ELECTRICAL PROV161" OF M SWITCH AND I"LO THE FWA TTW EOITICN (2020). LOCAL CODES, AND ELECTRIC PANEL ALL LOCAL MPAR COMPANY REMIREP'ENTS. METER N NEMA 15. ALL CONDUCTORS WALL BE TYPE TNFN/TMW riiizi-A 3R ENCLO&SRE UNLE86 NOTED OTHERWISE. mcm TELEPHONE SERVICE CABLt 7ELMSIQN FOULER COMPANY � W4TRANCt TRANSPORTER EGNYENT MAR NTERSYSTEM BONDNG TER'INAL AT GRADE LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, W1240 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE. PROVIDE 3 4A8 COPPER (CU) N 2" DIA 8CHEDULE 80 PVC CONDUR OR PROVIDE 3 %M ALW W'I (AU IN2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PRONDED MY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO END. 1 -4 CU BERV= GROUC CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PIROV O" OF FBCR TTM ED1rIQN r202®) 5/8" DIA X 8 FT LONG COPPER CLAD GROUD ROD Grown 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX 407.7744078 www.abdesigngroup.com AA #: 0003326N: 0003325 04 q w SL7HDIV. de OLM074 SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODEL: "2045-UNTANe GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 50 VJPH EIP. 202 PRINT 03/02/21 DATE: SCALE: 1/4"=1'-0" SHEET E1 ■ PLUMBING PLAN SCALE: 1/4' . I'-V' T V/�T,��R 2 11/2' 1 1/2- 2' �I "j' � G KITCHEN 1 1/2' 1 SINK W/ InlT0 I IAUTOIVENT 2'2�II PRE_WASHER PLUMB LT 2'ICO4TUB/TO SHURII� - MAIN PLUMBING RISER MAR A A C B I T E C T i Grown 41 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdeslgngroup.com AA B: 0003325 a h e` 4 ti aUBDIV. ee IAT SILVERADO LOT #11 BLK #15 PROJECT* 03719.001-11151 MODEL "2045-LANTANA" GA LAGIC awntO: RIGHT PACE: PLUMBING PLAN t,L50 H 202 'm 03/02/21 OCALE: 1/4"=1'- 0" im HVAC NOTES I. ALL MECHANICAL EQUIPMENT SWA-L BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS,. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IV 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 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $yALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC _1% CEILING O C PLENUM y AIR SUPPLY y 1 y AIR HANDLER y EVAP. TRAY NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES 'RIOR WALL PVC CONDENSATE DRAIN LINE SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO ITFOR� RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE _— IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION 12020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL BRASS PLUG —�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 56=0 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.G OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT CM PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPCONS UNIT CONDENSER SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) �SXI 1/4' $WT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP.) J NT$ MECHANICAL PLAN SCALE: 1/4' • I'-0' ■ MAR 0 8 G e i �n 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 t 8 rq 10 W C FS 9 --" BVHDIV. & L/OT SILVERADO LOT #11 BLK #15 [pnoixcT# 03719.001-11151 MODEU "2045-LANTANA" GARAGE BAYING: RIGHT PAGE: MECHANICAL PLAN 50 P E "RAT 03/02/21 DATE: BCAILX:1/4"=1'-0" BIiEET M1 2X4 TOP PLATE 7 A I C N I T L C T I PLAT COMM McAD PRE-FAB TRUSS IR' TNCK 7 COAT 1` C`1Y SII I/2' CLG. BOARD T iTRCTLOAL FOR D2lCTL7 ro R2Mo,eoene2+r MASON[T 2s P.T. ao W i n C�"A/ NOTE: STUDS IN 5' DIA. SLEEVE, OLL"DroALL V PARTITIONS SUPPORTING '"` GrOu I. NOT GUT neoou � ata. N' DRYWALL WALL HUNG PLUMBING REBAR "a'~'r 4 nAaa� �oD 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL PIPE W"TNae6 MR LONGWOOD, FL32750 CABINETS SHALL BE NOT BOND DO NOT GUT Y rw N o`I rawe�G �,. MOW De+o ems, PH: 407-7748078 LESS THAN 2x4, WHERE oALv sTe�� re7 DOORD MY fAX 407-7744078 SOLID GROUT THE BOND neAcxeleACTcen www.abdesi n roup.com SPACED NOT MORE en.0 aD. �AsrmeDTo fi A SECURE ST. 2X4 WOOD W/ (1)- G5 BEAM AA 0: 0003325 PLATE TO SLAB STUDS 024' THAN 16' O.C. OR, NOT _ O=S'w WOM ''"f1r"Douar FWA oALv.eau W/ Wd MASONRY oo. LESS THAN 2x6, WHERE (2) COURSE __ KEBABS A Pa Vzwr-AL TRAax my DODR NAIL / 32' O.C. SPACED NOT MORE FASTIWlD TO er oTxeRs MAX THAN 24' O.C. " ` TRAM GRACxe1S ROOn w rmopwT . SLAB OVAL FWQ a FN. FLR 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 ()TYP. INT. WALL ( NON— BRG.) SCALE: 3/4'.I'-0' 1 'cA"'y''''•' D1 SCALE: I I/2'GI'-0' D1 SCALES 3/4'•1'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR SODA. FIBERGLASS SHINGLES AS PER FBCR 905.1.1. • EA END ROOF BREATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER FIBERGLASS SHINGLES THICKNESS AS PER SHEET BNI. WITH UNDERLAYMENT AS PER PBCR 905.1.1. SHEET SNI. SECURED PER PER STRUCTURAL DETAILS AS PER FBCR 905.1.1. ROOF FASTENER SCHEDULE SECURED PER ROOF BREATHING THICKNESS AS PER FASTENER SCHEDULE THICKNESS, AS PER SHEET D STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE _ MTL. DRIP EDGE SCHEDULE OR 1/2' HIGH MAXI,� PRE -ENS WD. TRUSS 1. 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER Ai AX. ELEVATIONS Tj BOARD REFERENCE ELEVATIONS 0. P STRUCTURAL VENTED SOFFIT ER ELEVATION VENTED SOFFIT O H PRE-ENG TRUSS SEE ENERGY CODE FORME FOR CONT. 2x RAT RUN SECURED PER �-ENG TRUSS WALL SHEATHING INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION ENERGY TER CODEEFSORMS FOR / x SHEET SNI. SECURE PER THICKNESS AS PER PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER Zx FASCIA PER TYP. 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS OA ELEVATIONS 5/8' GYPSLIM BOARD OR 1/2' ON SHEET SNI. R-4.1 INSULATION PRE-ENCx GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED RIGGER STRENGTH CLG. BOARD PRE-ENG. GABLE TRUES WINDOW ATTACHMENT WEEP SCREED �SAS PER PEGITUBES I ER FIGATIONS STRUCTURAL DETAILS Z PT SECURED PER x R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. I/2' THICK, 2 GOAT PORTLAND-Ix2ST P.T. FURRING 8' cm CEMENT PLASTER APPLIED STRIPS 24' O,C. I/2' THICK, Z COAT PORTLAND DIRECTLY TO MASONRY I!2' THICK, 2 COAT 1 BD, U CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. LAND CEMENT8, DTPB. ASE W000'-0' DIRECTLY TO MASONRY WOOD BASE PLASTER R APPLIED DIRECTLY TO MASONRY FIN. FLR,l _ _ J` 0� m' PIN. PLR 0'-0' FIN. FLR e _ _ 0'-0' FIN. FLR mt e• crn) a a a m W/ WINDOW OPENING TYP. WALL SECTION a W/ WINDOW OPENING TYP. WALL SECTION N H NO OPENING NOTE: NO OPENING PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN BtJBDIV. & LOT: SILVERADO LOT #11 BLK #15 PROJECT* 03719.001-11151 MODEL: "2045—LANTANA" GARAGE BM/IIJG: RIGHT PAGE: DETAILS 50 MPH E (��:)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT 5 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'•1'-0' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE, 3/4'•I'-C' SLOPES OF 4:12 OR GRATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4865 TYPE IV, OR ASTM D 61571 mi 0 8 02 A DATE-03/02/21 SCALE: 1/4"=1'-0" SHEET D1 of 7SZEs. 2X6 P.T. o CENIEIR OF DOOR HEADER SECURED W/ (V V!' X S' J-BOLT W/ 4' MIN. EMBEDMENT WV 2' X 2' X VN WASHER 4 NUT OR W/ IT -IT x i' ANCHOR BOLTS X iro' WASHER 4 NUT 0 SECURE 2X4 ON FLAT TO ELK ® W/ MASONRY NAILS. 2X6 GARAd,E DOOR FUCK SECURED UV (0) U2' X 8' J-BOLT OR ANCHOR IN LWWV 4' MIN. EMBEDMENT, W/ 2- m X 2' X VO' WASHER 4 NUT. (V WITHIN i' OF TOP, CV WIin 8' OF THE BTM, (3) EVEF41-Y SPACED. a 0 o 0 NOTES, ALL ANCHORS SHALL EE M ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS WHERE BIY,H NaTRIIGTIdNi AIM McXW ATM Nr~ GARAGE DOOR t BUCK ATTACHMENT 3 eesLi vr.r v v cm IR' DRYWAL ❑ I'X4' P.T. DOOR DOOR L bt4 P.T. OR 5/4'X4' MIN. SECURE TFNRU FRAME 4 EXTEND 1.1/4' INTO NAILER BLOCK W/ 3/16' TAPCONS CASING (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-1/4' UITHM 8. OF EACH END JAMB OR WINDOW 4 W O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUME JAMS (00 NOT EXCEED 1/4') DOOR JAMB TO BLACK +3/4" OR +5/4" �DDOW TO BLACK +3/4" OR +5/4" 2X4. Im SECURE TO BLOCK WV 3/16' TAPCONS (MIN. SHANK SIZE.145 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' Or- MAX 6PACING, 2X6, SECURE TO FLOCK WV(2) 3AV TAPC 20 (MR SWANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') i, cm WITHIN 8' OF MAC14 END - 4 1S, OIC, MAX SPACING. 1,2' DRYWALL 2X& ® El PX4' SECURE TO BLOCK P.T. NAILER WK2) 3AV TAPCONS DOOR CASING (MIN. SWANK SIZE 146 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACw_ DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JA1D (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" o WI DOW TO B1ACK +1 1/2" 2X4, SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1,149 WITHIN S' OF EACH END 4 I6' OG. MAX SPACING. 2X6. Cc SECURE TO BLOCK WK2) 3AV TAPCONS (MIN. SHANK SIZE J49 MIN. HEAD SIZE 3" MIN, EMBEDMENT I V40 WITHIN VOF EACH END i' CM 4 0' O.C. MAX SPACIN& IR' DRYWALL 2X8. RE ❑ SECURE SECURE TO BLOCK WI(2) ONS 2) 3/16' TAPC P.T. NAILER (MIN. SHAW SIZE A49 T/16. OAa X 4' MIN. N HEAD SIZE 300 MIN, EMBEDMENT 1 1/49 DOOR CASING WITHIN i' OF EACH END 4 IS' O.C. MAX SPACM& DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUME! JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/16" /,11/INDOW TO BLOCK +1 15/16" 2X4, IIIIII SECURE TO BLOCK W/ 346' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/49 WITHIN i'OF EACH END 4 IS' O.C. MAX SPACING NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WIN) 3/16' TAPCQNS 3Ab' TAPCON MIR 1-1/4' (MIN. SHANK SIZE 149 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END i' CFI) 4 W3' Or. MAX SPACING. V2' DRYWALL 2X8. CM SECURE TO BLOCK W/(2) 3116- TAPCONS P.T. NAILER (MIK SHANK SIZE J48 DOOR CASINO" MIK HEAD SIZE 3" MIK EMBEDMENT I V4') WITHIN i' OF EACH END i IS O.C. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" y WINDOW TO BLOCK +2 1/4" 2X4. SECURE TO BLOCK WV3/16' TAPCONS (MIK SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W O.O. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' YARD" (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN i' OF EACH END 8' CM / IS' O.C. MAX SPACING- 1!2' DRYWALL 2X8. CM SECURE TO BLOCK 1-X4' WK2) 3/16' TAPCONS P.T. NAILER (MIN. SHANK SIZE J48 DOOR CASING MIR HEAD SIZE "0 MIN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" (-.Nl 1mnx Tn RLOCT( +9" 2X4. SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .W9 MIN. HEAD SIZE 300 MINN, EMBEDMENT 1 1/49 WITHIN 8' CF EACH END 4 19' O.G. MAX SPACIN& NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MIN. 1414' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK, MIN. FEAR SIZE 300 MIN, EMBEDMENT 1 1/49 i, cm WITHIN i' OF EACH END- 4 18' O.C. MAX SPACING. 1/2' DRYWALL 2X6. 1=1 a I'X4' SECURE TO BLOCK P.T. NAILER W92) 3/I6' TAIRCONS DOOR CASING MIK SWANK SIZE .H6 MIK HEAD SIZE 300 MIK EMBEDMENT 1 1/4'1 iF4D 2X SECURE t0 WITHIN S' OF EACH END MEMBER WK2JNUd WITHIN 4 10' O.C. MAX SPACING B DOOR JAMOR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" %.1ENNDna Tn RN11('x +A" 8 STRUCTURAL ' OF EACH END 4 6' i0 i' Or- MAX 2X4, SECURE TO BLOCK WV 1/4' TAF CONS (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V49 WITHIN 8' OF EACH END i IB' O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2)1/4' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIR EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X& SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SHANK SIZE J49 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END 4 18' Or- MAX SPACM& i' anu ❑ 1/2' DRYWALL 1'X4' P.T. NAILER 1/I6' OAJ9. X 4' MIN i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/16" `�INDDOW TO BLACK +3 7/18" 2X4, SECURE TO BLOCK WV 1/4' TAPCONS (MIN. SWANK SIZE J49 MR HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN i' OF EACH END 4 15' O.G. MAX SPACM& 2X6, SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN, SHANK SIZE J49 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W O.C. MAX SPACING 2X6. CM SECURE TO BLOCK WI/(2) V4' TAP -CONS (MIK SWANK SIZE J45 MIK HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN V O° EACH END 4 18' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIR 1.1/4' EMBEDMENT INTO BLOCK 1 _Y 8' Cm I/2' DRYWALL a Ih(4' p.T. NAILER 1' P.T. X 4' MIK �•-�i r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" r11/INDOW TO BLACK +3 3/4" A R C N I T E C T 5 6 Grpoeusi In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407474 3078 www,abdesigngroup.com L AA #: 0003325 J W g� 9 SU13DIV. & LOT: SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODEL•• "2045-LANTANA" GARAGE SWING: RIGHT PAGE: DETAILS 50 PH 08 "Ran" 03/02/21 DATE: _ SCALE: 1/4"=1'—O" SKEET D2 PREFORMED CONTROL JOINT- FLAWA OF CONTROL JOINTS Td BE MIND TIED TO LATH • &' Or— MAX (VERT.A NOTE, DO NOT PASTEN CONTROL JOINT TO WALL EVEN P 67M EXISTS DEYOND EXCEPT STAPLES LLV &EOULEG IEMAC0N� L JU�OINT TO TEMP. DURING INSTALLATION ------ FASTENERS TO IN 6PACED-7 • 1' OG. MAX VERrICALLT / Ij' TNKK, 3 COAT CEMENT PLASTER UM LAYER 4. FORTIFIBER BUILDING PAPER APPROVED METAL LATH PASTENED R1' (VERTJ O.C. MAX AT SUPPORTS WI® LAYER -1. STUCCO WRAP 9000 SHEATHING LATH SHALL NOT-- � CQJTIPAIDu6 6• fD -I I r• ro G• THROW.H C�ROI nr no JOINTS OUT SHALL BE STOPPED AND TWO AT EACH 811DE. PROVIDE 2X4 BLOCKING PER ASTM CI069 PLACED PLAT MAX. 6' TO &FROM CONTROL JOINT ul-m \ CONTROL JOINT PALLS ON I. FASTENERS FOR LATH TO BE NAILS OR \ i / STRUCTURAL STUD STAPLES N COMPLIANCE Wu ASTM CI063 r 2. WIRE TIES TO BE (NO. 16) 00416' WIRE / 3. BLOCKING SHOW MAY DE N ADDITION \ TO WALL STUDS REQUIRED PER RAN O"M" TYPE CONTROL JOINT OL FOLD I,EM/m . R. A OLFOLD raWC. PT. A 7. CRIAM • PC. a 1 OWAOE . Pr. C OLFCW ROAN=. FT.A 2.O31IAN • Pr. & POLO •GF A— ® L.oLD NYaIC . PT. A 2. 010AR • PT. R 1 Gpim" • R. C w FOLD Pr. c OAR Pr. R TILL. Pr. C Tcucbm ROrfO+ RdNOE M r9 corral R'Ne tlY,B„tlHr ORAL FOLD, oa mm M. i' THICK 3 COAT CEMENT PLATER (PWA-W M' 2 CaAT CNIEW FLAOTER XPW WRD LATER 4, FORTFIBER M UU.DNG PAPER (PRAM ORLT) WOm LAYER M, 61W.00 WRAPfpw Mw ca1Y) KKX,= R Asww (NIS DETAIL) NOTE, APPROVED SUILONG WRAP SHALL BE LAPPED A MINIMMM OF 6' E VERTICAL LAPS (ROLL ENDS) 1 6' HORISOiTAL LAPS. ALL DEATT6 NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / r nx LAr • nRT.0 LATw \ 21�L wrALL,UDwrt lIAORl116 AT OIOTTOM O RDOP 1 RGI., HIHOIRCTlOtl LATH VERTICAL LAP TO 89 V . non ---1 I METAL LATH WRB LAYER't STUCCO WRAP \UdUIILOBLAY PAPERPOWPIOER/ \ / I JI 2 SCALE,'I In •I'•0' r MM Larw LM.4. OVOR ILL LAP VERTICAL LATH & PAPER DETAIL WOOD NOTE, SWEAT SIDE LAPS OF METAL RASTER BASES 614ALL BE 65CURED TO BUILDS PRAMING MEMBERS. PAPEP THEY 604ALL BE TIED BETWEEN SUPPORTS WITH 00416-K (171-ARM) STICC, WIRE AT INTERVALS NOT MORE THAN S' (226-MM). AS PER A67M CI063. ® KIC KO U T FOR REPAIR OP TEARS N WRB LAYERS, TEARS DETAIL MAY BE PATCHED WM1HOUBE Y2RA1• TAPE PER MANY. 8PEC. OR PEEL 4 STICK ONT MAL (mo cR DO rnr a,D j' THICK 3 COAT CEMENT PLASTER METAL LATH UM LAYER Q, FORTINVOR BUILDING PAPER INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE) WIRE TO FRAMING Me LAYER •2. POIRTPlom OUILONG PAPER METAL LATH i'FB' SELF -ADHERING MEMBRANE FLASHING OVER 4'X4' SELF-ADFERINS MfEMORAN8 FLASHING OVER APPROVED NOUN WRAP. pLAeHNa To EXTEND ONTO PIPE GGNT. DEAD OF SEALANT TALL APPROVED HOUSEURAP AIR �LTRATION BARRIER OVER SECTION ERS for E,Rrrlor btft tW IoluRrhln -or uae 0 pomam mme." pl.., di.1 comply xM fhe applimtlon .equip ft of ASTM C 826-18b. 1rm llatlon of earanor lathing and fnminU droll comply with ASTM C 108319a• or ASTM 1787. 4'.4' 6ELP-ADHERING MEMBRANE lLABHMG eOPMPAT1151ATR UV HOUSE L UARAiI• MATERIAL) OVER APPROVED HOWlAP. PLASHING TO EXTEND ONTO PIPE I. OR L586 PIPE PENETRATION:�AfE.,. CUT AND OVERLAP ONE SIDE OPT &ELF -ADHERING MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WR5 LAYER &I, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOr/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O" L" FLAS HING N.T.S. TROT I N�� STEP 02 TAIL ( SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE UIRAP. PLA641NG TO EXPEND ONTO PIPE OUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING 1 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER .....— — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO f% . —"I WOOD OR 7/16ll ZIP WALL 5HEATHING 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) A E C N I T E C T i GreiIn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 4 a L L j� BUDDIV. Ae LOT SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODEL "2045-LANTANA" GARAGE BQING: RIGHT PAGE: WALL ASSEMBLY DETAILS 5 PH HP. EJ INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED k OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE I � TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS- ' ,X.. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i I JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Y.i CAULKING • JOINT ALL AROUND PER SECTION R703. EAwlcr lathing arid olesbft Exterior use of portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. X XInstallation of exterior lathing and framing shall comply with ASTM C 1063.1 ga, ' I or ASTM 1787. WRB LAYER 01, STUCCO WRAP �� 'X HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) rCCWRAP SHEATHING AYER N, AYER O,FORTIFIBER ING PAPER uIOOD coNsfucTioN� -METAL LATH S' CM VINYL CASING BEAD 6' RAISED BAND Nr' TO)i' =--WALL uFRP wrwecn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 711ro" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METE1 VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER — OVER 'QUICK FLASH' PIPE THROUGH i WALL 1 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER - UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N T.S. � I V I��..r I Y G R STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO Ys' MID -WALL WEEP SCREED L6' SELF-ADHESIVE FLASHING WOOD FRAMED - ' 41 ::� WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARCsER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEUP.AP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP 111 r... 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 SHEATHING LAYER R, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1' CONSTRUCTION I FINISH/6* WOODTEXTURED FASTEN TO WOOD STRUCTURAL MEMBER • T O.C. MAX i' CMU V TON MID -WALL WEEP SCRUEED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V. FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER sl, STUCCO WRAP WRFS LAYER •I, STUCCO WRAP 9 APPLY (PC MIN GRADE 'D' FELT SELF -ADHERING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 4*3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP 05 STEP #(o l 9) ELECTRICAL RECEPTACLE A R 0 N I T e c T 8-1 6 GroDesi In •T LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.rom L AA 8: 0003325 BII anon; BUBDM is L SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODEIa "2045—UNTANA" GARAGE 81/ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 APH WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WOOD WRB LAYER S2, FORTIFIBER C"TRUCTfCN BUILDING PAPER W HAT CHANNEL }' THICK 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED 0 SHEATHING ��, -A' WeWTIV nWAIN WRB LAYER 1, / STUCCO WRAP / - i' THICK 3 COAT CEMENT S PLASTER i - �WSELF-�` d. AM66-uFWC-T8m CUSTOM CA81 ' FLASHING WRAPPED FLASHING WRAPPED D • TOP OF WEEP SCREED ,L' r r` \ TO SHEATHING BELOW ' 1 Xa WRS LAYER 1, STUCCO WRAP � UJRB LAYER 4, FORTIFIBER i BUILDING PAPER WARS LAYER 1, % 6' SELF-ADHEREING FLASHING WRAPPED STUCCO WRAP - v J • CORNER OF CANTILEVER AMICO AM66-UFM-ISO CUSTOM CASING,BEAD 1 y ° e 4' 2 IIeEP POSITIVE DRAM w-ocan NO CAP IN FIELD —/ (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.® CANT. SCALE: 1112'•P-0' NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 6/8' TYPE 'X' DRYWALL W(TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION RESISTIVE 1 RESISTIVE n I' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTR)CITON RESISTIVE 1 RESISTIVE n i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAM w9me aQw. NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. UIOOD FRAMC WALL SUB -FLOOR DECKMd PRE-EN6'D TR)S6 WEATHER RESISTIVE BARRIER 1 WEATHER M816TIVE DARRIER 4 � THICK A6 R3 COAT CEMRNI METAL LATH WOOD SHEATHING — (SHOWN FOR CLARIFICATION OF SEPARATE A0C6680111IIE6 ONLY) EXTEROR GRADE Y; GAP FOR BACKER DRY WALL ROD N SEALANT — I' R3 COAT CEMENT VINYL CASING BEAD vMtt c WATER PROOF( let. LAYER (2 LAYER PEE N STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL I STICK) METAL DRIP EDGE SET M FULL BED OF PEEL . SEALANT. K' M STICK D STICK •DRIP SPACE FROM RP EDGE TO FACE TO TREX DECK Y: GAP FOR BACKER I ISXI li P.T. OR SIMULATED ROD 1 SEALANT WOOD (TREX) FILLER CONTINUOUS YMYL C,46WVC. BEAD WATER PROOFING kt j WEATHER RESISTIVE LAYER l2 LAYER PEEL � BARRIER 1 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 7 CANTILEVER 6' PEEL N STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP " FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE GET IN PULL BED OF 11S'XI % P.T. OR 61MULATE SEALANT, I MIN UIOOD (TREX) FILLER SPACE PROM DRIP CONT�S FACE TO TREX Yi GAP FOR BACKE VINYL CAM40 BEAD ROD 4 SEALANT WATER PROOFING lot FM16H LAYER (2 LAYER LAYER (2 LAYER FEEL t PEEL N STICK) STICK) LLRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT C{NMNCL CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH -......— .... �..,.,..., WOOD SHEATHING I W/TEXTURED N PANTED BARRIER --I FMIGH WEATHER RE kT14IIC 3 COAT CEMENT BARRIER -2 PLASTER - 2i�1�4' f!=T1YE I vwYL e-nF�•lao CA WEEP SCREEI VINYL CASING BEAD NO GAP IN FIELD (6NOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 7LUMN SHEATHING ?,OTHER F ES16TIVE AR\\BIER 1 9ATHER RESISTIVE ARRIER '4 9AP. -EEL 3 STICK I WxW 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,V MR SPACE FROM DRIP FACE TO TREX /— \PEEL s STICK SUB FLOOR I A XI JjP.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS Y; GAP FOR SEALANT OPT. BACKER ROD. MODIFIED 9® 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD e/8' TYPE 'X' 7PANTED L W/TEXTImRED �FINISHi' THICK, 3 CONT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 E COLUMN COLUMNOLUMN SHEATHING L E G E N D 6' SAP. -I)Vx3' •L' FLASHNG DRAINAGE PLANE (WRB 'FULLY EMBEDDED IN ROOF CEMENT LAYER "1, STUCCO WRAP) I V X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER — - — - — - — — SET IN FULL BED OF W,Q.ANT,)S' Mitt BUILDING PAPER) SPACE FROM DRIP VE TO TRIEX MNYLL CASING BEAD METAL LATH x—x—x—x WATER PROOFING lotLAYER LAYER MEL STIGU C2UARAPPED FROM • STUCCO I— BALCONY DECK TO CANTILEVER WOOD OR 7/Iro' ZIP WALL �' THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' F+OBITIVE DRAM I C6P a. VINYL COR?lER BEAD J / (SHOWN FOR CLARIFICATION OF YIN CASING, DEOj : SEPARATE ACCESSORIES CNLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (Wf"L" FLASHING) SCALE: NTS WOOD SHEATHING WRB LAYER 1, —� STUCCO WRAP 2x FRAMING MEMBER }' THICK 3 COAT CEMENT PLASTER WRB LAYER $2, FORTIP15ER 2 1/2, COWER BEAD BUILDING PAPER-----,, FASTENED TO SHEATHING • T oC.MAX i C METAL LATH WRB LAYER 1, THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD 644EATWNG 6'SELF-ADHERING METAL LATH FLASHING UIRB LAYER -2, FORTIFIBER BUILDING PAPER 14A CORNER HEAD ® FRAME DRIP CAP WINDOW FLANGE 2�1/2' *_ CORNER BEAD (FASTENER d SPACING * I' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER ' METAL LATH >J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) WRB'LAYER 1, STUCC�WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER — METAL LATH THICK 3 COAT CEMENT PLASTER 6 'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND) A R C N I T t C T I o 'n ZGp. 1441 N. RONALD RFAGAN 80 LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com L AA #: 0003325 An 0 0 8U33DM & LOT: SILVERADO LOT ##11 BLK ##15 PROJECT# 03719.001-11151 MODEZ. "2045-LANTANA" GA1tAGE STING: RIGHT PAGE: WALL ASSEMBLY DETAIL 50 XPH E . 08 DAM 03/02/21 eCALE: 1/4`11 0" WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH a' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING- ) FLASHING VINYL ANGLED CASING BEAD �T�afs� VIEW FOR CLARITY) WRB LAYER M, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH a' THICK, 3 COAT CEMENT PLASTER X' GAP TYP CASING BEAD IX TRIM MEMBER To TRIM e STUCCO TO SIDING TRANSITION SIDING a +i STUCCO WRAP a' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP \-- CASING BEAD &' SELF -ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO j 8 CASING BEAD (CROSS SECTION) )_ •• • ••• •�•.•,-„� ! .;' f WOOD OMEATHMf} — B ARRIERR aenvE U�IRB LAYER "2, FORTIFIBER it BUILDING PAPER ; LLEBER �SISTIVE ■ METAL LATH ! J.- !�xffiYLP SIDa . THICK, 3 COAT CEMENT PLASTER LASH HERING IMP— FLASHING C=== : h ?�.Noife DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW 15C (FRAME, W/BAND) WOOD SHEA METAL LATH WRB LAYER "I, STUCCO WRAP WOOD SHEATHING wRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, K J' THIC3 COAT CEMENT ! STUCCO WRAP PLASTER WRB LAYER 02, FORTIF15ER VINYL ANGLED ;; i BUILDING PAPER CASING BEAD a METAL LATH VINYLINYL CASING BEAD i J' THICK, 3 COAT CEMENT (ExPLODED VIEW FOR PLASTER CLARITY) CASING BEAD 0 RAISED 817A�S BAND (FRAME) C ALE:: I I/2' = I'-®' W PLD METAL AGWINGG, KAGWINC DDNERING L < 3 WEATHER RESISTIVE / \ \ BARRIER WEATHER \ \ BARRIER RESISTIVE 6' ADFERINO PLASHING GALVV METAL 'Z' FLASHMo ffi� on W D TRIM FB'EtER —// / ire CASM pq�L TEp / UA�IOD TTItlM f'IB'IDER I \ / ICM OR APPROVCAP ED SE C�AQING' SIDING TO STUCCO OGAQ ® BLOCK TO FRAME 19 TRANSITION 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 DOES NOT MEET SPECIFICATIONS) WOOD GWARWNG— WEATHER RESISTIVE— , BARRIER 9 WEATHER RESISTIVE —� BARRIER n aif.' '4 LAP 81DN�RE 14R� RA9M—\ STARTER STRIP—�/ C�4LOR GALVV METAL-- IUS MEMBER PLAS14NOADFER NG WEATHER BARRIER WEATHER BARRIER S' SELF -ADHERING PLASHMY WEATHER S16TLAP BARRIER qO 6' ABOVE OFT R ASHNGTOP WEATHI ER RESISTIVE 'T BANNER -1 WEATHER RESISTIVE DARRER 4 GALVD METAL � / �' �Y �G2L Vg,Ltil OR � QYOEBLIP_QI i WEATHER RESISTIVE BARRIER 9 TO LAP •• ABOVE. ADOTOP _ OP W FLASHING 11 SIDING TO STUCCO \-a ® FRAME TO FRAME 19 TRANSITION �SISTIvE � vtHYL cA XIBLE PVC ROD) �stSTIVE DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — 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 / a WINDOW FRAME ,( _/ ..._...,....._.........._... WRB LAYER e2, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER b' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER h, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-ZE-Z BEAD VINYL CASINGGASI Q 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP , NM W 10 1 DOW WSY, ON! 10 UO 1 109 If MIT ONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 J TCS 6 GosM ba 8 0 a FJ L CIE aysDiv ae IAT: SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODEL: "2045-LANTANA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAIIA %50 MPH FAR 08 D A1�E• 03/02/21 DCAL C: 1/4"—f—O" WA4 619JS!ffiE CARE SHOULD BE TAKEN IN I(EE%NG THE VENT PROPERLY I', S' AND W SHOVM IN r GALVANIZED ALIGNED. VENT %PE IS SEALED IF UTUZEO. NAIL IN PIACE USING 1-1/V NAILS AT EACH CORNER. ROOFING CEMENT SHOULD BE APFUEDTO ML SHINGLE EDGES NEAR THE tESIRMBo B CUTOUTTNEGOOSENECKVENTOPENINGINTHEROOF OUTER EDGE ANO AROUND THE ENTRE PEMMETERAS RECOMMENDED IN SEVERE WEATHER COASTAL SMEgMING. 312E THE OPENING wPCODRDANCE WTi THE CONSTRUCTON ZONES. CfURT SHOWN. IN THE EVENTA MECHANICAL VENTFAN IS USED, SIZE THE VENT OPENING IN ACCORD — VENT FAN MMIUFACTU RFS PI%NO CONNECTION INSiRUCTONS. DO NOT CUT INTO TRUSSES OR RAFTERS Wt£N W1'11NTN THE OPENING IN THE ROOF. REMOVE INTERFERING SHINGLE NAILS ARWIA THE PERIMETER OF THE OPENING SO TINT THE NMUNG FLANGE OF THE VENT LAYS FIAT TO THE ROOF SHEATNING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SNNOLE3.M TOA VENT FLANGES TO UY ON THE TOP OF THESHINGLES.LES. IF -II_ ROOF HOOD VENT DETAIL SCALE,NT6 CUT WOMB RAP AT W AMLE MODSw -I' CIIT N NONELLRY LINE OF ENDOW omm ."' OVER 6FEATWM OVER SD STW WALL INSTALL 1' SELF-ADFIER6G FLA6N61DI oven NAILING FLANCi AT TBMFGRARLY — FoLD-w . socam FIOUSl~ Ton TLICK RAP UNCIM A FEAR i r FOLD IN AT SLOPE SILL Ro. To EXTERIOR STEP 1 "`iz;o STEP 2 P TENDenc FGILL NG FIN 1' BELOU GILL FLEXIBLE FLAMWG DO NOT SEAL BOTTOM FN STEP 6 ASPHALT PLASTCCEMEM MOLDED AROUND 30.4E OF PIPE AND OVER FLANGE ALIGN K-#AIW G W M. EDGE OF 6" MO. reCFWRICALLY PASTEN FANOW EDGES. MAP NALa STAMM IhwALL Pupcw MAN UAAP AS n K..AMI61G AT TW FOLD FKIUBEURAP DOUN . TAPE DIAMONAL CUT . ACROSS HEAD OF uWDDW lz PLUMBING VENT DETAILS SCALE. NTB STEP 8 iA1406 AND HEAD o WIRLY TO BACK OF WDOU NAIL6NG LANCE N LSE UV 9R-FU IDLSLOTS. OR More. INSTALL 6' UICS ADMOIVE - SACKED FLEXIBLE FLASWNG MATENAL OVER GRIP CAP KNIT (NSO1CCT0-~ BT-2on or BMW) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 TFL We ov" KNr WWIDEV—YFIASHING NO FASTNERSWMN EVU OR HEAVIER FELT r OF CENTERUNE IN UNDERLAYMEM END OF SHINGLEFAB—RAST"BRS XTEND END SHINGLE ASPHALT AT LEAST I2'BEYOND VMLEY CENTERLINE ROOFING /� CEMENT 'CUPPED OFF CORNER T.DEGREES 44lpNOLF3 TRIM ACK FROA YPLIEY CENTENTT RLINE ROOF VALLEY DETAIL SCAL , NTTS APPLT 061 Fvu (0 SMIAL)SEALANTR WNDOWACM KNIT FLUID APPLIED FLAMING (LAW-0 UNTE-SEAL IC-M O! lYi— , SLOPE GILL TO EX bKm L IT 16 TWE CONTACTON) REGIR NSIMLTY TO VEIVY TWE COMPATE61L1TY OF ALL F"MICTS bICLUDING NOU6EURAP. 6EALAR6 . SELF-AMIS10 6 FLA6NNG MATENAL6 USED DURING CONIITRICTIRL 2. POTALL ALL MATENALS PER KV4FACTUIlM S66TTEN 6PECRICATIONG eEALANT6 MAY REACT ADVERSELY IF NOT CO'TATIOLE. EAN AND REAL JAM]B TO BILL JOINTS WITH PM IM S FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK WPAIR SCHEME SHOWN 844ALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRU810N ]BELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH [SEALANT IT 16 TWE 0ONTACTORS RE6PONNDILTT TO VERPY TWE CGrIPATIBILITY OF ALL PRODUCTS 61CLIIDNG SEALANTS 4 6EIJ-AOWERNG FLASHING MATERIALS USED DURING CONSTRICTIM R.ASNNG AT EXTERIOR 1100OW6 AND DOOR OPBIISM SHALL OE INSTALLED N ACCORDANCE WTH MAIIJFACTWiRY MTALLATCH NSTFIICTIONS AND APPROVED METW7D U OP MC R103A II IN ACCORDANCE WT14 PE1,1E6TRATION MANlACTU 111IM6 INSTALLATION AND PLASMM NDTRICTIONS, 6BtM& SEALANTS MAY REACT ADVMWLY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS A K C B I T E C T 8 6 Design Grou IB6. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 FN: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 m� i ye C ti SVBDIV. Z LOT SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODELA 112045-LANTANA" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 H 8 AA'Pf�'' 03/02/21 SCALE: 1/4"=1'-0" SHEET WA5 —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE ,P F-IT ----------- --- ----- '1/8' TEXTURED I \ \\ _- j FINISH A WOOD I 2X6 SUO BAND 1/2' TEXTURED \ "\ V r" FINISH o CMU / \ METAL FASCIA \ \\ WRAP i/a' FROM © FLAN 5 STUCCO, I' FROM WOOD WALL \ - - - - - -- \ —EXTERIOR WALL \ \\ (FRAME OR CMU) \ �\ \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY k ROOF KICK OUT REMOVED \\ \\ FOR CLARITY ROOF DECK (BEYOND) �\ `\ DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) 1/6' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH WOOD SHEATHING OR CI'11.1 WRB LAYER M, STUCCO WRAP(FRAME ONLY) WRS LAYER 4, FORTIFISER BUILDING PAPER (FRAME ONLY) 4- 7: 4E Eah DRIP EDGE METAL KICK OUT \ I TEXTURED FINISH A WOOD, 1/2' TEXTURED ,/ FINISH o CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®E L E VAT I ON METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL ©PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/126 NAILS V-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL Wf KICK- OUT AME OR CMU LT 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/I/'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s 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 A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY A k C N I T I C T a GroDus03. n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 14 h 0 F 3 SVHDM ae LOT SILVERADO LOT #11 BLK #15 PROJECT* 03719.001-11151 MODEL: "2045-LANTANA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAI 50 H FAA Bj 8 Y"J'N'r 03/02/21 DATE: SCALE: 1/4"=l'-0" S MET T A A6 SLAB • TE-1 J TE-1 _ — _ — F2-24X24 F2-24X24 r fM-18318 1 J' 3 1.1 I _ I LM a 4" CONC, N SLAB 1.1 -31/2:�, i ao ' o Ili �I (— — — FM- 6718 7'-0" 4'4" 9-2" 3'-10" / 4" PVC LL I , 4�CHASE v y i� �i 1.1 io i TOP OF 3'-3" I -$ SLAB /�� TE-1 31/2 1" PVC CHASE FOR i ELEC. 0 TE-1 7 I I ISLAND / 12 r I I/ b' •I I 4 ' m I TE-1 I r- EXTEND — - -) I SLAB, 1/2" 6 I "2'-8" 5-4-'-10" 5'" 1., V 8" I FI-3 1/2"* u> I EXTEND I FM-16X18 SLAB 1 1/2" I N CONC. w g I4 SLAB a tY 4_g I `•Q I -31/2 Nal iv Sq I 1.i N I td xl 1 � I �I TE, IU LL 12 I. -51/2"$ I 1'1 fM-16X18 — — FMC-16X18 FM-i6X18 FMC-16Xl8 Nj 0 — — — — — — — FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-V-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE VIATH 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 NTH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. i 1.01NDICATES #5 BAR, OWDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. 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 = 2,0D0 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-W O/C MAX. SEE PLAN FOR WAN SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION ® 8'x8' MASONRY COLUMN W/ (2) 5'6 ARE DESIGNED TO BE MACEO IN CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN W/ 5 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 6x6 W I AIW1.4 OVER GENERAL 31/2" 6MIL VAPOR COMPACTEDFILL BARRIER FOOTING SCHEDULE RNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF, T.O.F. SHORT LONG bFMC-l6xl8 16, CONTINUOUS 18" - (2)#5'S 16" CONTINUOUS 18" - (2) 's #S INCURB VARIES 24" 24" 12' 8" SEE PLAN 11(1) 's #51N CURB 30' 30' 12' (3)#5'S s F142X42 42' 42' 12" (3) #5'S (3) #5s F2-24X24 I 24" 24" 12" (2) #5'S A R C N I T R C T 8 Grougn 1. 41 N. RONALD REAGAN SL\ LONGWOOD, FL32750 PH: 407-774.6078 FAX 407.7744078 www.abdesigngroup.00m AA #: 0003326 _ 44 BVHDIv & Lo SILVERADO LOT #11 BLK #15 PROJECT*, 03719.001-11151 MODEL "2045-LANTANA" GARAGE 8ND9G: RIGHT PAGE: FOUNDATION PLAN 50 MPH 8CALE: 1/4"=1'-0" FOUNDATION PLAN SCALE: 114" = V-0" si MIN. EACH WAY MONOLITHIC FOOTING Z } Z 'g STEEL REINFORCING IN GROUTED g _ STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND ¢ p; CELL SEE PLAN FOR SIZE AND ° °. 0 0_ SPACING REQUIREMENTS t SPACING REQUIREMENTS P• 1 Lu I .. ... wa 'r �FM� to Q °. I. Z W CMU WALL O 8" CMU WALL e I 1/� CORNER BARS, SAME S1ZE AS LARGER BAR I ro ? ° „I FOUNDATION WITH 30" LEG EACH +- 0'-0" TOP OF SLAB W AY AT ALL CHANGES IN DIRECTIONS WI ... I SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB `�-T--� 11,�(J',•�•�� -•-y. ,I MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4 CHAMFER (1STORY) < -VARIES - ° SEE SLAB SCHEDULE• TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 112" ISOLATION JOINT (WHERE • a. •-� 6' CHAMFER (7.STORY) #3 18" #4 24 EXT. PORCH SLAB W/ 1/2" ISOLATION I 4" CHAMFER (1-STORY) I , .. 6"CHAMFER (2STORY) APPLICABLE) z - SEE SCHEDULE 30 JOINT (WHERE a` EE SCHEDULE FOR WXD, BAR SIZE' „ APPLICABLE) Z 4 FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 47' _ iN � NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE:3l4"=P-0" „ scALE:3/4"=r-a' CORNER BARS DETAIL @ GARAGE 3 SCALE: 3/4"=1'-0" GARAGE DOOR LAP TOP PLATE A MIN. OF 48" RECESS AND NAIL W! 16tl COMMON J 5 NAILS, 2 -ROWS, 4" O/C BTM. VERIFY HEIGHT 0 LAP TO OCCUR OVER STUD OF WALL W/ PLAN W III W UmU N N W 2x4 OR 2t6 WOOD BEARING PROVIDE BLOCKING 0. I WALL W/ SYP No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ CURB FOR MASONRY N NEW REINF. BAR 0_ SECURED W/2- PART g SPACING. SINGLE BTM. PLATE TO12'kS' WEDGE ANCHOR W/7' LLATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH iii�� UNITS SET 1;0,AT ELEV: 2" CAPPED (_ I EPDXY. MIN. EMBED EPDXY 5A0 EMBED. MIN. 016" OC 0_01• GALVANIZED PIPE g 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE ¢ 0 FOLLOW ALL MANF. BTM AND TOP PLATE 2 K SPECIFICATIONS FOR U) ANCHORS W/ 10tl x 1 12" o = USE AND COMMON NAILS FILL AL in 4„ 4„ PREPARATION OF HOLES, DO NOT USE 10d W Z w HOLE. x 3" SEE SLAB SCHEDULE SECURE FLANGE TO a RECESS AROUND GARAGE TAPCON/8 )1/4" X 21/4" � op O•}' +_ 0-0' DOOR OPENING e� TOP OF SLAB _�.. , ; 4 SCALE: 3/4"=V-9' 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) LAP TOP PLATE A MIN. OF 48" EQ. EQ. SEE SCHEDULE AND NAIL W! 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. FOR WXD, BAR SIZE LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN AND BAR QUANTITY ADDING BAR TO %-INTERIOR CURB FOUNDATION WOOD WALL 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING BOLLARD MONOLITHIC FOUNDATION WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SCALE 34"=1'-0" (W/ UPLIFT) 5 c 6 PLATE TO BE PT. SCALE: 3/4"=1' T' scALE: 3 a"=,'-0 BTM. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT, W LAP TOP PLATE A MIN. OF 48" SLAB SCHEDULE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD - OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND [SEE TOP OF SLAB SPACING REQUIREMENTS -�'� A . 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE Q a BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL • ,a. PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. U ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN a ED. EQ. EE SCHEDULE FOR WxD, BAR SIZE NO UPLIFT IS PRESENT. ¢ to O 8" CMU WALL AND BAR QUANTITY +-0'-0' CO ___),INTERIOR CURB FOUNDATION WOOD WALL •+� 8'OUREDILLTELED (T.(TYP) CMU _ JI - -. TOP OF SLAB " SOALE3'4"=''�" (NO UPLIFT) SEE SLAB SCHEDULE Z(WALL FRAMING +- 0'-0" le SEE SLAB SCHEDULE 1/Y' DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB �-' Z e MINIMUM EMBEDMENT INTO e°• al. "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND / CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX -�-�, POURED MONOLITHICALLY WITH FOUNDATION AND SLAB ° B' VARIES B' SEE SCHEDULE ° SEE SCHEDULE 3' FOR WXD, BAR SIZE -3 / FOR WxD, BAR SIZE 3' AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO as MAR 9 6QALE:3/4"=''9' (NO UPLIFT) 1 FOOTING AND COL. PAD BLOCK WALL CONNECTION 11 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-(Y' L SHOWER RECESS FOOTER ,,, I c SCALE: V=V-D" P-A R C N I T R C TRH G ou Win 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigrigroup.com L AA #: 0003325 lQi a C 14 a DOWEL PLAN SCALE: 114" = P-0" F A R C N IT E C T S 6 GrDe I In 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750. PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 F m� y4 F a it SU13MV. & LGT SILVERADO LOT #11 BLK #15 PROJECT* 03719.001-11151 MODMU "2045-LANTANA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 50 PH fQLJ `Im DMAar 03/02/21 SCALE: 1/4"-1'-0" s1.2 TIE VERTICAL REBAR OHORIZATIONALEBARW/," HOOK /�.R.LITE.BOND BEAM TIE VERTICAL REBAR `Uc VARIES PER ELEV. TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM Z ° VARIES PER ELEV. f 4.4 iN a a p #5 BARS FEI tj- 8„ 10" HOOK I. LL 0 m Fill ° �. 'o _—. ��. •$a ' O CLEAN OUT REQUIRED (j �-a, FOR INSPECTION � Ix 0 0'-0" FIN. FUR. O $ • �° TIE REBAR • b TO HORIZONTAL •��, b - REBAR W71d'HOOK BAR SIZE 48 BAR DIA �r-- z w O Ad CMU UNIT DIMENSIONS do'1ARE NOMINAL SIZES 70 SIZE 48BAROIA24' OFFSET METHOD CONTINUOUS B04 HORIZONTAW#7 ERTICAL HORIZONTAL/VERTICAL30" METHOD MASONRY SYMBOLS 3 SCALE:3/4"=V-0" REINFORCING REINFORCING # L 47; SCALE: 3l4"=1'-0" SCALE: 3/4"=1'-0" 8118" MASONRY COLUMN W/ 12) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE ao DOWEL IN FOUNDATION. � ❑ © o BLOCK AS SHOWN FOUNDATION. #-E-4 DOUBLE FILLED CELL MAR 0 A R c x I T I c T a G esi gn 41 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-7744078 www.a bdesl gngroup.com AA S: 0003328 a F BUBDIV. ac LOT: SILVERADO LOT #11 BLK #15 IPROJECT# 03719.001-11151 MODEL• "2045-LANTANA" CtAl2AGE 8111nNCI: RIGHT PAGE: DETAILS 5 M H jyj �1 - /1 B. 8F16-1T/OM/1S 8F16-1T/0W0B 8F16-1T/0 7 M /OIBE 0TO13-6" 4'-6" 4'-6" -- - -- 111 I 1 I 1 i 1 8F16-1T/0W0B %, 8F 1 4'-6" 1 58iS67S2 •, 1 1 � 1 m � 1 eiD 1 �v 1 � 1 ^� 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 m 0 1 1 M 1 1 1 1 1 1 1 1 1 w 1 1 I � 1 1 1 4# � I i IC 1 1 1 1 1 1 Ail 1 1 1 1 1 1 1 1 1 1 I 8F18-1 MOB 1 1 6 I 1 1 LIFT BEAM PLAN SCALE: 1/4" = V-0" i 1 1 1 1 q 1 1 1 1 GENERAL NOTES 1.)ca:m 1.1 :LOTBG BULDING CODE ]tll EgTON, 2020 RESIDENTIAL SECTIONS R402.2 S RBM. 13 FLOPoDA BUlgNO CODE, ]M REINFORCED CONCRETE . I.J BUILDING CODE REOUIREMEMBFOR REINFORCED CONCRMASON MASONRY 1.1 BUIgNG CODE REIXAREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES M&RICAN SOCIETY 1.3 OTHERS Sc TURE3 F CM 7.18). ENGINEERS MINIMUM OESR3N LOADS FOR BUILgN0.3 ANO OTHER STRUCTURES (ASLX: ]-18). 2.)CONCREIE: 2.1 CONCRETE TWIST NDARD RONGTHAT28 DAYS: ENT4W 2.1.1 PRE-CASTNI&TESME REINFO RCEMENTlSMPSIMIN. 2.1.3 PRECAST WNRESTRE58 REINFORCEMENT-SOSO P31 2.EI GROUTPER ASTM G]8-3303 P81 WI MAX. LB'AGOREOATE, 8"TO 11'SLUMP. 2.2 REINF WEL P BARS: 2.2.1 STEEL PLACED kH PRECAST LINTEL AT THE OF FABTBGTON AITMTEE IN UNT13M (GRADE 83) 22.2 STEEL IN UN1A AND IOIOCKOUT BIOCK (PLACED W FlELD) ASTM AS1YABi5M (GPADE 10). 2.3 PRES1RE59 STHANp& ASTM M18 ]-W1RE.81RE8S RELIEVED 2]0 KSf 2.4 q:rNL REINFORCBAENf IN ACCORDANCE YMTH Aq 31614. 2.3 CONCRETING OPERAr1GlL48W1LL LYMPLV VAT1 Aa STANDAPD3. 2.8 DI.SWREPERASTMA138HA1331M 3) MASONRY: 3.1 CONCRETE MA90TARY UNITS(CMl4 SHALL CONFORM TO ASTM C30, NORMAL WEIGHTO TH MINIMUM NET AREA COAwfESSVE STRENGTH 2MBPS1. 32 MORTAR SHALL CONFORM TO ASTM C-273 TYPE 9A•ORS• 13 FULL MORTAR"NTS ME REQUIRED 3A MINIMUM AGGREd1TE 280AY COMPRESSIVE STRENGTH OF OMU AND MORTAR SHALL NOT W LESS THAN PAT= 2M3 Mt. MASONRY STRENGTH SHALL M ESTABLISHED BY THE •UNIT STRENGTH MET =, ALTERNATIVELY, BY THE •PRISM TESTMETi00• WM USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ME BASED ON LINTELS HAWING A BEARING OF W WTH A MINIMUM ACCEPTABLE BEARING OF C MR FLGRIDA BOLDING CODE ]TIH EDITON, 2820 RESIDENTIAL, SECTION RM8.8.30ft FLgBG BUILDING COq:1Ti EgTON, Z8208ULDIN0, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER AG 3-4 AND TMS 402-18 43 CESIGNER MAY EVALUATE CONCENTRATED LOADS PROM THE SAFE LOAD TABLES SY CALC nWMMMUMRESMTNGMOMENTANDSTEMATBDISTANCEAWAYF.N81ME FACE OF THE SUPPGRT. 9A FORLINTEL LENOIX AT S41'OR GREATER, VERTICAL CELL FlLLED SOLID wTH GROUT AND MINIMUM ONE (1) 6 VERTICAL REAR IS REOIURED AT EACH END OF THE UNTIL. 4.6 UNTELS THAT ARE GREATER T14W 14' CLEAR SPAN MUST PR MDTEMNRARY SIA , NOT SE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WN (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD SIMPSON H10A OR LGT2 YW 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG01 AND APPLIED IN ACCORDANCE WTH 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. 8. 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 WALL 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 2c MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADER$ HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-V, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a4 IDESCRIPTION REMARK 1O (2)2X;2 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8"X9' (1 p15 GROUTED SOLID GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8 X12 RECESS DOOR HEADER T E,u 01e rvaL "mmul Nmom muo+ Nmuou L -All 3W .1 FAEGeT (2)w.a.. (x)xe.s R)--A (1)uo a)D4avnRE ml=.e '», mw.ErnRE mNa. 41w mw.avnRE Mxo.T (2)w.3YARE Rlua PRI-mw.emRE 3 2L mw_ zeo] mw.evwE mw.3 rnw.ewRE m«o zea3 ar mw.eWmE m,«_a ANmo4sMRE (z)Na rn w.eYARE mN"_4 em mw.eYARE mw.4 mwA" I— aM mw.erARE mlN.b (2)w. .E mTN.. FRsw3r mo4.ew�AE mNo.b GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER a)o4.evnRE a)uo +ww4w (21 w.euwRE mNe Ear R).- alw. mw... u). +0000 +woo -z eT (2)-- (21 3 SN7 ECARr Rlw.eveRE . 1- 'y eT aIw RE Cu 3 P.- (2)w.ew,RE muo. - FREGS] --RE ("uo.3 (21 o4e W1AE muo. 9p]e aA' ws] R)w,eWRE (2)No.3 a)weYARE mNo.3 +aim e] C)N-RE (2)Ne.4 12)w.e vA+E (21Na.a 4tw s< mw.evnAE a1 No.. mw.e YARE (21 N4.4 FREa,sT R)EX-RE Cu 4 mwewRE mxo.s1114 Design Gouu1r.2. 1441 N. RONALD REAGAN BLVD. L.ONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 o� U a BL EM. Z L4oT SILVERADO LOT #11 BLK #15 11pIm0jmcT# 03719.001-11151 MODELa "2045-LANTANA" GAMAGE 9WING: RIGHT PAGE: LIFT BEAM PLAN 5 PH DAB 03/02/21 BCATZ: 1/4"=1'-0" 811EET s2 NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYP. U9K6' 1iS 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. BOND BEAM 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1#F' NG� STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'xt6' �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM of / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL BOND BEAM #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. 1#5 / �\k� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le'DEEP. * 8 VERTICAL REBAR W/ 1V' HOOK PO F� Bx16 DEL. BOND TOPBEAM O 2 BAR BOND BEAM 9 e�� EACH COURSE •\Q�� G 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .�'. BONO BEAM 30" TYPICAL �GQrG�\� F = FILLED W/ GROUT I .\\AG U = UNFILLED GROUT SOLID FROM TOP fl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. —BEAM #5 BAR IN BOND BEAM COURSE SEE NOTE 5 ��//// 16-1T/118x8 PRE -CAST CONCRETE LINTEL W/(1)#5BAR(L2) P05EF�EL NOMINAL—�� LENGTH OF BAR = WIDTH OF 7#0E MASONRY CORNER QF HEIGHT # OF #5'S, TOP g OPENING-2' T I$ THIS ENGINEER'S INTENT BOND SEAM COURSE OR �� BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-iT/lWW INDICATES ADOUSLE BONDBEANI #5'S BOTTOM 8.8 PRE-CAST,L AND XFXX- 1TO" INDICATES A SINGLE BOND BEAM SCALE: 3/4"=T-0" 1 PLACED IN LINTEL LINTEL, W/O STEEL(Lt)REFER IT IS THIS ENGINEERS INTENT SCALE: 3/4"=1'-0" TO PLAN FOR LOCATIONS AND XUXX - iT/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T� LINTEL OF OPENING AND XUXX-iT/0M,DB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE FOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 IN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114' EMBEDMENT #5 BAR BENT AS SHOWN a 3 ,A,„ PRECAST .4 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" - SLOPE FROM EACH END AND 18" 70" N 1-1/4" 'L6 m EMBEDMENT �i 2x8 (MIN 2 X 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 BLOCKING — BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 1a, O.C. MAX. MIN 1-114" 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 �4 ---- ARCHWAY FRAMING DETAIL AT CORNER STEP 6CA� , 2=,,�• 3 SCALE: 3/4„=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL $O THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I - SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. SEAM II II X MAR 0 ER DOUBLE REINF BAR(5), PROVIDE #5 BAROR AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'lY' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-d' A R C N IT E C T t GrouSo 41 N. RONALD REAGAN BL\ LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Hamm, BUBDM & I SILVERADO LOT #11 BLK #15 PROJECT/ 03719.001-11151 MODEU "2045-L4NTANA" GARAGE STIMG: RIGHT PAGE: DETAILS 5 M H FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG41 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAW$NGS 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 HILT$ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'4', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 9'FROM THE CENTER OF THE COLUMN. AH11T 2X4 BLOCKING BETWEEN —� TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED AH15 TO BRACE TOP OF WALL. AH17 AH19 A A A A A A 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS — U O W W "' "' W U U 0 FRAMING PLAN SCALE: 1/4"- V-0" MAR 0 A R C H I T E C T• 6 Growi gn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I a 1 unDIV. Z = SILVERADO LOT #11 BLK #15 PROJECT* 03719.001-11151 MODEL" "2045-LANTANA" GARAGE 8WING: RIGHT PAGE: FRAMING PLAN 50 H 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1�' NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 } NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 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, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) -CAL :34"=1'-0" k� Sm BAO(:A BLOCK TIOCIONM 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8•' 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 1/2' GYP. WL. SD. I -JOIST CONNECTION @ L.B.W. 4 SCALE:3/4"=l'-a' (NO UPLIFT) NOTCH DEPTH 1/4'D HOLE EDGE >5/8" HOLE DIAMETER < 2/5`D SGL. STUD OUTER 113 OF SPAN ONLY HOLE EDGE >5/6' BTM. in HOLE DIAMETER PLATE < 3/5'0 DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2'=1'-a1 yr=r-a' ENGINEERED WOOD TRU 0 24•' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -. TRUSS ANCHOR WITH (9) 1Dd x 1 �' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED Wl (3) t6d GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV, COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" 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 LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS }" x 2 }" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SOS �' x W TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) }'x 57ITEN HD TO CMU AND (18) BIDS �' x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" 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.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) BFR BACI®tmm TNIC OM 4500 3/4" WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOO D PANELS 90 ZZ LUMBER LSTA12 20 GAUGE W/ 10dx12 HDG COMMON NAILS. '0 EACHEND TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a< 4 G_ LVI-MOOD POST CONNECTIONS 5 SCALE 34"=1'-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LSS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - BIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"' 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, S' 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, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=17 # 1100 UPLIFT SIMPSON - HTSM20 WI10 10d TO TRUSS AND (4)114" 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) 1l4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1x4) �R 1U-0" MAX (W/2X4)� (2) 2X4 No.2 SYP DIAG. 2.4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-a' O.C. (AT SHEATHING SEAMS) 0'-0" TO 30--a' (1) "X" BRACE 30'-l" TO 60'-0 (3) W- BRACE SECURE 2x8 PT. PLATE (1)'•X" BRACE @ CENTER TO BLK W/ 12' DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 26 DIAGONAL P.T. PLATE W/ 12d's 6' I. CHORD STIFFBACK (AS PER O.C. MAX ,CING, SEE TRUSS ENG) CONT, 2x4 SECURED W/ N FOR LOCATION (2) tOd's 0EACH TRUSS NOT BE TO BE INSTALLED IUIRED 10'-0" O.C. MAX. CHORD OF )D ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. .,. lx4 BTM. CHORD BRACING S-(P O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �BTM. /�INTERSECTION TYR HORD BRACING SCALE, 3l4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2' MIN. EMBED. (TYP) ETI 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD f LAP A MIN OF 4'-01'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTSU-BOLTS SHOULD NOT BE ANY m CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PT DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE VEDBESPACM CEfrRALSPACM A DOUBLE 2x8 12' 8" O/C 16, O/C B DOUBLE 218 3/4" 8" O/C 24" O/C C DOUBLE Zd 0 12' 8" 0/C 1671O/C D DOUBLE 2x10 3/4" e" O/C 24" O/C E DOUBLE 200 34' 6" O/C 16, O/C F DOUBLE 202 3/lV 6" O/C 12' O/C 10 WOOD LEDGER DETAIL SCALE: BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'-a' 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 (Ft 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 Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-9' MAR A I C I IT I C T I Growi �n Al N. RONALD REAGAN SU LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0. rq q�p y 0 �m 4 I U13DM & LOT. SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODEL: "2045-L41ITANA" GARAGE OWMCF: RIGHT PAGE: DETAILS 50 H 2021 DATTIM 03/02/21 MICAIM: 1/4"=1'-0" SHEET S3.1A FLOOR DECK 2.6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-V' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SIMPSON HB WI (8)8d COMMON NAILS 21 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 If SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 112" HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4"=l'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d ® 3. O.C. 1ST PLY INTO LEDGER AND 10d ® 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION . Ox O aaQQ�¢ PER ELEVATION m=L 1X2 FIRE -STOP jII #8 WOOD SCREWS �M x 7' LONG @ 3" O.C.; +IIIIII, STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA TRUSS /4. r NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2z6 BLK'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: 0? TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2.6 x 2" LONG ®3" O.C.; NI 2x4 BLOCKING @ EA BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP SUPPORTS BT. BELOW STAGGERED OFF NAILS END MUST NOT BREAK WITHIN O PLATE OF 2N0 FLR) CENTERLINE OFF 2x6; 3/4" AS SHOWN 214 BRACE 0 48" O.C. w/ (5)12d l ( V4•' MIN. FROM 2ND. FLR. FLOOR DECK NAILS ® EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. SOLT NI 8d RING SHANK NAILS C 4" O.C. MAX @ ST. OF FLOOR TRUSS 8" CMU WALL AT i6" O.C. AND 8" FROM INTO BLOCKING (BT. 2X6 IS FOR WALL REINF PER PLAN END W/MIN 5-12" EMBED. 16d NAILS ® 8" O.C. MAX SHEATHING NAILER 1X2 FIRE -STOP PER ELEVATION FLOOR DEC q^ PER ELEVATION PER ELEVATION z �OaUa NAILING PATTERN �gS�W PER ELEVATION JRm PER ELEVATION PER ELEVATION rL PRE-ENGINEERED WOOD 24" M PRE-ENGINEERED WOOD 2x4 P T. CEILING FRAMINGLOOR (SEE T FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) LAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS ,2' G.D. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL I F FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/ TRUSS PLAN) AT TRUSSES PARALLEL 32" O.C. MAX. (VERIFY W/ TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 scALE:34=r-a' PRE-ENG FLOOR TRUSSES NOT USED 6 7 SCALE: 3/4"=1'-0' O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL, PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. &IN NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION I-L I i I FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 12" DIA. ANCHOR BOLT W/2" A-SIMPSON MTS12 STRENGTH CLG. BOARD 4z4/4x6 SYP NO. 2 WASHER SET IN HIGH U <9g0 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 32' 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 6' 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 co POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE ' PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 BTM 12"GYP, WL BD. O AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W! CONT. 2x4 SECURED W/ (2) 10d's (� EACH FILL ALL HOLES, DO NOT USE 10d x 3' 1/7)19" WEDGE ANCHOR W1 Z' WASHER SET IN HIGH STRENGTH POST CONNECTI TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. 016' 1 OCa 10��TRUS§MOOD ®� o OC MAX. SCALE: 3/4'•=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ,.. aa•,• TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0" - ° A - SIMPSON MTS-12 U: 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'-cT'SDS, (1) 5/9- AT.R. TO HDU4 AND (10) 1/4•' X 21/2' SDS TO POST _ TRUSS CONNECTION @ L.B.W. POST TOSLAB CONNECTION 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 G' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 518" AB, WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. Gm i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7745078 FAX 407-7744078 www.abdealgngroup.com L AA #: 0003325 A [�L4 0 ya C BXMDIV. ac L/OT: SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODELS "2045-LANTANA" GARAGE 8TUNG: RIGHT PAGE: DETAILS 5 PH A E C N I T E C T i (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 0 EA. SIDE SIMPSON H10A OR LGT-2 W/ 10dX1 i" HDG NAILS; FILL ALL HOLES FIBERGLASS SHINGLES OVER #30 FELT PAPER ON J" O.S.B. SHEATHING OR �' COX PLYWOOD SECURED PER NAILING SCHEDULE KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO. 2 STUDS @ 12" O.C. KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO, 2 STUDS G 12" O.C. WI SP2 TOP & SP1 BOTTOM 2x4AI 10'-10"SPRING 2x4 NAILER LINE OF ARCH STUCCO OVER FELT OVER PLYWOOD MTS 12 @ EA. TRUSS PRE-ENG TRUSS MTL. DRIP EDGE � 2x SUB -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE \— O.S.B. SHEATHING OR }" COX PLYWOOD. ATTACHED PER NAILING SCHEDULE NITS 12 G EA. TRUSS 2X4 KNEEWALL TO BRG. HT. SECURE TO CMU W/ 1/2"X9" Z ANCHOR BOLTS W/ 2" WASHERS O SET IN HIGH STRENGTH EPDXY (o] I— 16" O.C. (6" MIN. EMBEDMENT)-TYP. A ENTRY DETAIL—ELEV. 'D' PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN 0 2x SYP #2 DOUBLE TOP PLATE, LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 0 EA STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN OF WALL, REQUIRED WHEN WALL IS OVER 5'-0" IN HEIGHT 2x SYP #2 KNEEWALL FRAMED 0 16' O.C. MAX SIMPSON SPi @ EA STUD BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT. SEE PLAN 0 SECURE P.T. BTM. PLATE TO BLK. W/ 1/2"x9" ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' EMBED. MIN. C 16" OC MAX. CMU WALL I$I2=Imm C 19 KNEEWALL DETAIL Gm i �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 evHDIV. ie )LOT: SILVERADO LOT #11 BLK #15 PROJECT* 03719.001-11151 MODEL.• "2045-LANTANA" GARAGE aMxG: RIGHT PAOE: ENTRY DETAILS 50 H W. FOR ASPHALT SHINGLE ROOF, USE MIN 7/1S' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL RP0UIRFMENTS SIZE HEAD LENGTH DIA TENSILE STIR, SHANK ASTM Bd RING SHANK, 23/8" 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 23/B. 0."3 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 112" 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 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES f/ I i, r 09 z EL . < = Z O, U zo li - RAFTER OR TRUSS ROOF SHEATHING Emm�ei -ml��►) III EMMMML mmmmmm, " �mmmmomm`1 -- U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 0 BLOCKING PER NAILING SCHEDULE @ m z w c=9 w 8d RING SHANK GUN NAILS z� < 0 y O SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING Z"v I .I TYP. EXT. SHEATHING ATTACHMENT GABLE -END (—#8 Z' DECK SCREWS 9'-8" O.C. MAX @ @ EDGES & 1Z' O.C. MAX INFIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SU&FLOOR SHEATHING) TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS roP ROOF J1, w FASTENER SCHEDULE WINDOW AND DOOR BU K FASTENERS FASTENER APPLICATION 91ZE TYPE SPACING REMPRKS APPLICATION Slat= TYPE 9PACINO REMgRKS i#PT FURRING TO -- COIL GARAGE dXxxaxac 1/4"d0. TAPCAN MASONRY 11/d'EMBED.,TEi�dsT., MASONRYICONC NAIL 11I1"LONG. SO'O TO TO MAepNRYICONC. NO WASHER FASTENER B, dC ltla°EDGE d9T. SGD.1.EXT000PS CASE HgROENEO WIL pOIC WHYWWAXXNaI FASTENED GARAGEd%M BUCK 18'OIC 3IS"dA d9T- ix Pr. SEE NOTES NAtL1 fIt"LOI.G. 3TAWERED INTO MA90NRYIWNC iO MASONRYICONC. MWPSMER EXPANSION 9CLT aq"O'C(iR'DA) EDGEd9T. IMNOOW— CASE HARD£NEDCOIL s'orc WnrvoaWmoow FASTENED METAL —To CONTACT THIS ENGINEER FOR SPACING +x Pr.6EE NOTES 1-. STAGGERED IN MAsorvRvmNc. MAsaNRr /CONC. REQUIREMENTS E%T.BWING ODOR)]/18"dA. COW +S O� 1+YY'EMBED. 3'END ONBEAPoNp Yr'000 I/!" EXPANSION <'EMBEO. e"ENd a<"OC BUCK ax IT, SEE NOTES g9HER ASTNER dST.,11(Y'EWEd9T PLLTO CONC.9IAB W/WASHER BOLT d9T., 3'EOGE d9T. ?xWINDOW BUCK 30°PAfxatre" 8"dC voNd�T d.,11? �'fyy/WASHER Pi TO -EL OOL., SEE STAGGERED T. NOTE6 NOTES 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3 ALL FASCIA MATERIAL $HALL 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. VANDWYANO DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M. MAXIMUM AGGREGATE SIZE SHALL 8E 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 3111-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 40EMBER AISI201 SPECIFICATION FOR THE DESIGN PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,40Q0. PSI. ALL WOOD CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS IO DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. T PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES A SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, 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 VMERE A DIFFERENT DETAIL I$ SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAIUNG 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.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY ARE DISCREPANCIES FOUND. E E O UN D DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 P sf TOP CHORD-nan-concunent 10 psf BTM CHORD non -concurrent DEAD LOAD DEAD LOAD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pf wl A CHORD (1 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 psf ASPHALT SHINGLES) psf w/ No GVPCRETE) HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 OPsf MINIMUM 101NCH 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 WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1D84/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-W OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A815A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AN A 0 RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL TH L AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TOO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36" f15 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psr, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLOR10A 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 SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm= 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER- WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 746 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN-WALLCOLUMNS F ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPLAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT LUM S. GROUT USED TO ILL MASONRY CELLS SHALL COMPLY WITH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 19'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTUNED 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 WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -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. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A361A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAS-ON-GRADE 35 ksi, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTORSUBMIT PROPOSEDDESIGNS,STRENGR THEACHSEPARR CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MI%PRIOR TO NS, OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SLUMPEDIX CONCRETE EXCEEDS"d-PRI TO ADDITION SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9404M 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 FROMWHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGERTHAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY RON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. KFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1:I/Y FOR 45AND SMALLER 1" FOR A6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314. FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS A R C N IT E C T S Gr I, i �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www,abdesigngroup.com \ AN #: 0003325 J 14 W oy U O 14 ti iLi I SU13DIV. & LOT: SILVERADO LOT #11 BLK #15 PROJECT# 03719.001-11151 MODEL: "2045-LANTANA" GARAGE SMING: RIGHT PAGE: DETAILS 50 PH DA E 03/02/21 SCALE: 1 /4` 1'-0" am I © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CFV DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX: nPTAII n J-L;HANNtL FASCIA FASCIA WOOD BOARD BY OTHERS (Z)STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @--r 12" O.C. MAX (INTO EL 30 7DWOOD) IN J-CHANNEL SLOT it 2X2 WOOD BATTEN @ -STAPLES INSTALLED 7O 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. j 51k� OFFIT 1D J-CHANNELQ3 O STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS (D SOFFIT O3 J-CHANNEIMAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L'—.- SPAN EAVE WIDTH (ROOF OVERHANG) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI fBY OTHER EMB. WOOD BATTEN 0 DETAIL B J-L;NANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S tO INSTALLATION SCREW, BATTEN ATTCHMENT 88 FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOODAlUft (NOTE:1) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END J-CHANNEL J" 1 DETAIL C J-CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT 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 CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. i>f>>i;?eft'• • • i• 3.519 • ti>>>•t 375 375 . .4 3.625 3.625 3. 5 i O3 12 +� ci �U�I DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C H I T E C T 6 G Design i nrs�ann o�v�. LONZ Z, FL32780 PH: 407-7746078 FAX: 407-774407E wwwa bdes igngroup.com AA #: 0003325 J h F a SU13DM & W SILVERADO LOT #11 BLK #15 PROJECT* 03719.001-11151 MODEL.• "2045-LANTANA" GARAGE DWING: RIGHT PAGE: SOFFIT DETAILS 50 H DATE• 03/02/21 SCALE: 1 /4"= V— 0" SD -Ff-I Do'