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HomeMy WebLinkAbout6757 Wagon Trail St99 751-4ENB HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 99 GIfiY OF PM�'�ZiwL"Llt PLAN EXAN.9fr ER ALL WORE SI-I>k[_L C(;RfrkY �n,'tTu PRF_°'1,'A ILINO CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS OW)INANCES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 6TH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS B -BASIC MIND SPEED — Vult=150 MPH Vasd=116 MPH .EXPOSURE — B -I-STORY RESIDENCE - •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES V. ABOVE MFR MANUFACTURER ABA/C AIR CONDITIONING MIN. MINIMUM ADJ. AULD TABLE M.T. METALTHRESxoA ALTERNATE MMOUNTED . ID. MPLTLD A. AMPERAGE Mn_ METAL BD. BOARD N.T.S. NOT TO SCALE CL CENTERINE O.C. ON CENTER CAB. CABINET PL PROPERTY LNE CLG. CEILING P.B. PUSHBUTTON CIR. CLEAR PH. PHONE CONC. CONCRETE PLT. PLATE CPf. CARPET PLYWD. PLYWOOD C.T. CERAMIC THE PR. PAIR D DRYER P.T. PRESSURETREATED DBL. DOUBLE R. RISER D.G. DUAL GLAZED RAD. RADIUS DIX DIAMETER R.A.G. RETURN AIR GRILL DIM. DIMENSION BET. REFRIGERATOR DISP. DISPOSAL RM. ROOM DP. DEEP R.O. ROUGH OPEMNG DR. DOOR S.C. SOLID CORE EXTDR D.S. DOWNSPOUT SD. SMOKE OR DTL. DETAIL SHUNG H. SINGLE HUNG D.W. DISHWASHER SHT. SHEET EA. EACH sHTHc. seeATwNc ELEV. ELEVATION SHWR. SHOWER EEX;L EXHAUST IL"' suD�NG EXT. EXTERIOR SL GL. SLIDING GLASS F.GJFX. FIXED GLASS STD. STANDARD F.G. FUEL GAS SWS SHEAR WALL FIN. FINISH SECTION FLR. FLOOR TEMP. TEMPERED GLASS PR. DR. FRENCH DOOR T.O.C. TOP CFCURB PTO. FOOTING T.O.P. TOP OF PLATE GA GAUGE T.O.S. TO OF SLAB GAR. DISP. GARBAGE DISPOSAL TYR TYPICAL G.F.1. GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE GL. GLASS V.P. VAPOR PROOF GYP. BD. GYPSUM BOARD W. WASHER H.B. HOSE BB W/ WITH H.C. HOLLOW CORE WD. WOOD HOT. OR ITT HEHEIGHTT DER WW/H WATERHEATER INSUL. INSULATION W.I. WROUGHT IRON ILAAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG CS —COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG M1—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WAB—WALL ASSEMBLY. DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.'S LIVING 1151 sa. FT. GARAGE 426 Scs. FT. ENTRY o� so rT TOTAL 2213 W, FT. PATIO ec So.FT STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG SNl—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's IN WRIITEN/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 CONSTRUCTION BASED ON THE DRAWING SET. IN i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdealgngroup.com AA A: 0003325 h e 0 m 0 R C k W N z O x A IstJHDIV. ac LOTSILVERADO LOT #1 BLK #12 ROJECT# 04128.001-01121 MODEL.• 4ENB "1751-NEUVILLE" GARAGE SVFMG: RIGHT PAGE: COVER SHEET 50 MPH EXP. Bj 't A DATE: 08/15/18 SCALE: 1/4"=l'—O" SHEET C1 GENERAL NOTES SITE WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 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 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -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. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPF2002) 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/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALT. BE 8 FT . SO. PLUMBMIG 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' (GROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 -1 to AND R703.7. 2-STORY GYPSUM BOARD 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. 1441 N. RONALD REAGAN SL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouP.com AA #- 0003325 �i m 0 y c Fe G 9UDDIV. de LOT: SILVERADO LOT #1 BLK #12 PROJECT* 04128.001-01121 MODEL• 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. DyaNT ATE: 08/15/18 SCALE: 1/4"=1'-O" SHEET GN 39'-8' PATIO 26'-0' 3052-44 6068 SG.D. 3052-SH 3052-SH EGRESS ---- . IT 711'-2"5'-6' . 10'-4' 13'-4' '-4' 0 GREAT ROOM - OWNER'S 8'-a' CLCs 8 a' CICx 2'-8' 4'-4' 'v 0 14'-0' C. V. i— I 9 _ T,(j 1ISLANDI-DT'I11 KITCHEN -------- — L_____JL___s_J 14'-1, a'-m• 6' -- -;x'; • • LAUNDRY I Wd.C. LAV. V_v LLrA 6 b24 0 ip 4'I 'v OWNER'S ABATH iA AI_. 6' .y0 '_8• I 'n 8'-a'CLG. 0 R2-I51-I I PANTRY 5 _ 36'x6m' a' -a' CLG b36 b-% O AI I�\� 1 - — O -- I {G y SHWR PAN 3-844 ARCH I e IDdIIV g� 1 gMY m U I 5'-5' CLG BDRM.#2 0 V_v CLG ti 71'4 4'-8' 0 4'-0' V 14'-4' d m f — -27'x$4r l C I ATTIC I V. v L —ACCESS_ J BATH #2 m V-V CLG uII O 0 BOLLARD LAV. At Q' — AS REO. FOYER PER 5LDG. W-8' CLG. CODE 3 4 1 -4 $� m 3068 W/ e ti� 36 xlm' GARAGE m ENTRY M T. TRANS. V-S' CLG a'-V CLG. I BDRM.#3 W-a' CLG. ae . Il ro II'-8' I— EGRESS TEMP 8'-10" 4'-6 -4 4'-0' '-4 1 -2 16'-0' 2'-6' 13'-4' FLOOR PLAN SCALE: 1/4' • 1'-0' EXTERIOR MASONRY SQ.FT. CALL. S WALL 5R3. HEIi3,14TS LIVING 1'151 SCL FT. ® GARAGE 426 50. FT. S'-&' SRC. ENTRY 36 Sa FT. TOTAL 2213 S0. FT. PATIO 80 $0. FT. OOIPOIBRMD CLAMMMD IAADO MW MAD EIPOBUE FORS 8ECOID GIS18 OPB= Sam MIE 0 WH W OM MVM MDTLPE FOOTAGE MIN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA S:GD. MIN. 41 5 23/-29 CRITERIA 16010 0.14.0. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONRIOLDAIE0110 D5L. TOP PLATE 0 in BAR DETAIL A SCALE: 1/4'•1' BARCH DTL. SCALE: 1/2 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA 6: 0003325 J 14 i; e R y c F 0 I UBDIV. & WT: SILVERADO LOT #1 BLK #12 PitOJECT# 04128,001-01121 L[ODEL- 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 50 MPH EXP. DATE: 08/15/18 SCALE: 1/4"=1'—O" SHEET Al FYP M LV12X24 OR _—_—_—_—_—_—_—_ $./-IS' -0' BLDCs. HGT. ECUIVALENT SHINGLE ROOF v I 12 12 bl A �b �B\ 4:12 ��\ BAND OFF RIDGE VENT AREAOFATTIC = 210 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIREDVENTILATION AREA = 2193/300 = 7.31 VENTILATION AREA X SO, INCHES PER FT.(144) = 1052.M SQ. IN. PAN. REQUIREDVENTILATION = .5X 1052.64 IN UPPER PORTION OF ATTIC - 52G32 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ IN. PER VENT 526.32 /115 TOTAL#OF VENTS REQUIRED 45767 roTAL#OF VENTS PROVIDED - 5 'AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, IESSTHE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) m®r m , IN - myc, M ■ in FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 8'-8' BRG. HGT-OI OFF RIDGE VENT OFF RIDGE VENT ■� b F-1 0'-O' FIN. FLR., ��---------------------------------------------------- LEFT ELEVATION SCALE: 114 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I■ b b REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH -8' BRG. HGT. h_0'-0' FIN. FLR F-1 + a "v r- Amy RIGHT ELEVATION SCALE: 114 . 1'-0' TEXTURED FINISH am ------ 2-1--� ---;�� RAISED I BAND RAISED BAND LOUVER DETAIL A SCALE: 1/2.1' 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdeslgngrouP.00m AA M. 0003325 F b h 0 a a Re C 9LJBDN. & LOT SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL• 4ENB "1751—NEUVILLE" GARAGE SWING: RIGHT PAGE: ELEVATION "Y' 50 MPH EXP. Bj DAB 08/15/18 SCALE: 1/4"=1'-0" SHEET A2 D ELECTRICAL LEGEND DESCRIPTION DARD SWITCH Y SWITCH I Y SWITCH tE ER SWITCH BUTTON OriJECT T TAT ANGLE RECEPTACLE (125V/20-AMP ANGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED TH CIROU•!D FAULT AMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROOF/GFI CEPTAGLE (GROUND FAULT TERUPTER) 10V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECT 1-Q MOUNTED LIGHT ILING MOUNTED LIGHT } ENT LK+HT OOD LIGHT SCONCE PRE -WIRE T FAN I ITH LIGHT (I OPM PER SQ. FT.) BULB LIGHT FIXTURE mm� BULB LIGFIT FIXTURE B LIGHT FIXTURE ACKLIGHTING. LIGHT WITH RLL CHAIN R CABINET LIGHT LUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE FLUORESCENT LIGHT (RECESSED) PLECTRICAL 88 LIGHT SS LIGHT (VAPOR PROOF) NG MOUNTED LIGHT WITH J-BOX PT. FAN TRICAL PANEL (FIELD VERIFY TION) CTRIGAL METER (FIELD 9MPY TIX (WALL MOUNTED) X (CEILING MOUNTED) G MOUNTED FAN 0.AN (I CFM PER BQ. FT.) 14JACK QDETECTOR (CEILING MOUNTED) i ® XD D) w0=1 Tow. OUTLET FOR &ARAGE OPENER N JACK cpw PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • WOMEOU14M PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI x ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO NAVE MIR CAPACITY OF 50 CFM INTERMITTENT PER TABLE M15,01A OF FBCR 6TF1 EDITION (2011) • LAUNDRY ROOM RECEPTACLE SHALL BE C4kXND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND T5A OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FJSG. ENERGY CONSERVATION (RESIDENTIAL ENERC Y EFFICIENCY) 201'T. Sib EDITION R404J PATIO PRE -WIRED OWNERS CLG FAN Sum o GREAT ROOM 8-4 1 CLG FAN OUTLET - - - ® - - - d FOR DW KITCHEN GFI GFI OPT, ` _________ JL_S.7 LAUNDRY ' llLL .Lc. A0 SWITCH 114 SINK GFI I w CABINET HOOD WIRE W/ OWNERS 1 ® OUTLET FOR BATH TURE MICRO. L _ _ -- _ ` RANGE 31 PANTRY FI O � �i BDRM.#2 Pam -WIRED CLG FAN BATH #2 BDRM.#3 PB. FOR CHIMES &', .`J PRE -WIRED CLG FAN BDRM,#4 STUDY to ye -WIRED CLG FAN GFIFF 42A. B. FOR ----- \3� \ WALL MOUNTED LIGHT W/SWITCH IN ATTIC GARAGE KEYLE55 FIXTURE GFI 4 CLG. 0140 OUTLET I /%E2 BOLLARD LQ] AS REQ. PER BLDG. � CODE WP GFI Z METER Q FIELD VERIFY IRRIGATION LOC. OUTLET • 48' AFF_ COACN -- --� LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-0' PANEL: A PANEL: 42 at breaker VOLTAGE: 120/240V-113h MAIN: 150 Amp M.L.O. FEEDER 3-(FJACuTFMM&1-#BCU(G)in2-C. OR 3-#4/DALTHVtN&1-#8Cu(G)in7'C. wln M. Bkr gerA on Wtl C Uft Ci_ft lff N D.tai '- Ilk, Pots 4Tke 012 1 W Sl lx 15m 1 2 SM Rang 50 2 I6 #12 1 m Mpmwve/Hood I m 3 4 Al2 1 20 SMO Apple 15M 5 5 B 4500 W..H _ 25 2 &10 • 12 1 20 0. I= 7 • 12 1 m . R e AFCI 15m 9 10 1m0 mpxt GFl 20 1 012 112 1 20 Bep WIRee d. 12m It 12 i m I 412 014 1 15 F rl1 g Fror H41 / Stakc AFCI a00 13 14 5000 Dryer 30 2 010 014 1 15 (Let Ram / Dln. IA t / Lmai AFCI 9m 15 16 014 1 15 MLjpft/Pwbyf0MAFCl 9m 17 Is 1500 Wex.wl 20 1 H2 A14 1 15 PWM AFC Bed45/BWh A3 ow 19 2D 1000 Dor rGFl m 1 N2 A14 1 15 Hx 3ie leer/ba.a/ 21 m IM /Egrrortle&R .AFCI 20 1 012 itl 1 15 Be0i2/ AFCI It 1200 23 N ODD Omr Babpan/ SDe AFCI 15 1 014 AN 1 15 Bed f, ILO RAFCI 8m m 26 905 0.Nwe11b /W.I.C.AFCI 15 1 #14 S u 27 28 Sim'. sp.. 29 m sm.. s m 31 32 Sltee 7J 34 S s 4, 35 36 s e A! s . 37 m swa. 46 2 m AHU-1 ealr 10 KVA g 65% INNS w 41 40 42 44mAc N.C. C.U.-1 4a Lx4euM1jstro Mnxd Yctr carogatlms /Ikle 20.1mr 301m Loeda a demand6arotowWi_19- ABBREVIATIONS: AFCI: MC FAULT CBCUD INTERRUPTER NC NC NCDENTLCAD GF1: M"D FALLT NTERRUPTER DemanD FacbrCalculali— Taw ro.d sa6.a to a..p.tanar Sam ' Flx lmm eeltet lm% 1mm Remtld- exh g40% 177M ratl A/c road LOAD CALCULATION IS BASED ON AA: NOWCOINCIDENT LOAD Tat ctteam tmawam AS36 Tao, Ampe(xile / 240 wR) lal General L hdn & Race cle Loatl Ta.i AMSM.. 1- 1751 5253 =tie&Rm3W/Sq.FL •t• 19at ltat100% 1235 G.Qg1 6488 Ckba Toml W4t6 Gumal LH & RN P.0 A _ _ 10 849 8485 PROVIDE 3-2/0 GU, THUN 4 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN . PY CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT IN OVERHANG.) 150 AMP ELECTRICAL R15ER NOT TO SCALE. COMBINATION SERVICE I I" AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES. M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE POOR StH PANEL EDITION (2011 LOCAL CODES, AND ALL LOCAL POWER COMIPAN'' REQUIREMENTS. M50Al2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MOB NOTED OTWOWSE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARV ELECTRICAL SERVICE. PROVIDE 3 •I COPPER (C;U) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 r2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. CABLE EGBIiPMENT SERVICE H H E(i)IPFIENT TELEVISIONI ENTRANCE SERVICE ENTRANCE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6U4 F,DITION (2011). 5/8" DIA X 8 FT LOWS COPPER CLAD CROWD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 Nq h U m O y F ti SUBDIV. & W7ql SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL 4ENB 7e1751—NEUVILLE" GARAGE SIVFMG: RIGHT PAGE: ELECTRICAL PLAN 50 MPH EXP. Bj D3u3qT -1 AAT]C: 08/15/18 SCALE: 1/4"=1'-O" SHEET E1 KITCHEN 2' V.T.R SINK W/ AUTO VENT I I/2' V.TR 11/211/2' 1 ' 2• 12' WASHER TUB LAY 2' 1/2• 4. I2' WC. 3' 11/2' 2' 2' LAV. 3' 3' Si.p LAV. 3' 3 WC CA. 3. TO MAIN 4, PLUMBING RISER PLUMBING PLAN SCALE: 1/4 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-774 4078 www.abdesigngroup.com AA 0003325 J m ro 0 ca h 0 F SUEMTV & I.OT SILVERADO LOT #1 BLK #12 PROJWT# 04128.001-01121 MODEL. 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 50 MPH EXP. F--ARCHnZ-CT- 2 •�� � � _ �,T i•I i•7. DATE:08/15/18 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL ECUIPMENT SMALL. 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 FA15 A MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN 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 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL ISE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOM ENDATICNS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC ­ 1010 - EXTERIOR WALL PLENUM T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL �' 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURNVFECR CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG —�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TIZWK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR 0 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC—N CONDENSER W/ (2)-3/16'X2• TAPCONS UNIT SIMPSCN WB ROLL STRAP OR EQUAL 4• CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 0SX1 1/4' SLIT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. CON" FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (T� �E N MECHANICAL PLAN SCALE: 1/4 . P-0' 731 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX 407-774-4078 www.abdesigngroup.com AA N: 0003325 b q v 0 ca 0 ILI N f 0 x A SVHDIV. & LOT SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL4ENB "1751-NEUVILLE" GARAGE SVfMG: RIGHT PAGE: MECHANICAL PLAN 50 MPH EXP. DAE- OS/15/18 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PLAN T F'RE-FAB TRUSS 1/2' cLG BOARD 1/2' DRYWALL 2X4 WOOD STUDS •24' Olc. SLAB FIN. FLR NV IC: DI ULA2 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (��)TYP. INT. WALL (NON— BRG. ) Di SCALE: 3/4'.I'-V' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON a' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS:� MTL. DRIP EDGE 2x FASCIA PER —/ A TY-0'. ELEVATIONS. P VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. RR 5/8' GYPSUM B< OR 1/2, NIGH STRENGTH CLG, BOARD ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION `—WIND INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' C2MU 1/2, GYP. ILL. BD. WOOD BASE n W/ WINDOW OPENING FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON I' OSB. SHEATHING OR J}• CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THIM 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 01-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905,1.1 - FOR ROOF I 4 5 1—STORY HIP BLOCK WALL (_2)-E ER UNDERLAYME_ SYSTEM D1 SCALE' 3/4*-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, A5TM D 4869 TYPE Iv, OR ASTM D 6151 � FOR su us t-21GAS LINE THRU BLOCK D1 aca.a vr.r.e• FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.LI ON a' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1,12' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. RR 8' CMU m VI' TNIM 2 COAT - rORTLArD CO"BR PLASTER APPLIED DIIKGTLY TO MASOMY Rem veRrKw,I. TRIIGIG DY vimp. PASTom. TO TRACK DRACIGEM av rROOUCT APPROVAL REM COR14M DEAD vcmwg 6TIIICIIRAL FOR ISESPORO@81t 2x P.T. nC ATTAOFD TO FILL CELL AS PER APPROVAL REO. SEAI.ANt " DACKWIt D LLEATWM STRIP s GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-O' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON J' OSB. STIFT$ACK AT ALL UPRIGHTS SHEATHING OR J' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER 0. FASTENER SCHEDULE PRE-EW' WD. TRUSS TYP. MTL. DRIP EDGE o.H. 2 FER ELEVATION x FASCIA PER Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR pIQE_ENG, GABLE TRUSS INSULATION R-VALUE9 PER ELEVATION WEEP SCREED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONSPLASTER APPLIED DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. FURRING STRIPS R 24. O.C. 1/2, GYP. ILL. BD. • CMU WOOD BASE � 1 n W/ WINDOW OPENING 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.1' _C' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003325 i- ro m In 0 a y To 0 F Sxmmv. & LOT SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL 4ENB "1751—NEUVILLE" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. 11 H j ROLAI�D A AR NO 93723 PRINT 08/15/18 DATE: SCALE: 1/4"=1'-0" SHEET D1 : BLK UY (2))FX8' A -BOLTS 4' EMBEDMBIT MIN. AND NIT SPACED EVENLY FROM FLOOR TO R. IN JONTB PRIOR TO FILLIW — Ow■�I:I���Mo7 \LSECURE 2a4 ON-jA FLAT TO ELK UV CUT NAILS. 2X6 2X6 GARAGE DOOR BUCK UY (5) 0" A -AS' A-BOLM 4' EMBEDMENT MIN W/ 27Q'XW WAGNER AND N rr SPACED EVENLY FROM FLOOR TO GARAGE DOOR WPM IN JOINTS PRIOR TO FILLm 1-2XE• PT BLOCK • CENTER OF DOOR LEADER UV(U)1'X8' J-BOLTS �' W EMBEDMENT III/ 2'Xi'X1i' UA48NER IN AND NIT. ® INOTEB. I T r ALL ANCHORS SHALL BE N ACCORDANCE TO M~ACTU@ER* INSTALLATION NSTRIOTIONS WHERE GARAGE DOOR (T)BUCK ATTACHMENT ecxa vr.re LA 1'X4' OR I'X2' P.T. NAILER 1.4 P.T. OR b/4X4' MIN. SECURE THRU FRAME t EXTEND 1 Ys' INTO BLOCK ❑ W/ N&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi WITHIN V OP EACH END t 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 MTLNDOW TO BLOCK +3/4 OR +5/4 SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ Vw' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN V OF EACH END t 18' O.G. MAX SPACING. 2X6:me SECURE TO BLOCK W/2-)W TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi ) WITHIN 8' OF EACH END t 8• CM IS' O.C. MAX SPACING. JS' DRYWALL 2X8:® I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. IS' O.C. MAX SPACING. 2x4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X 18' O.C'-. MAX SPACING. MUST BE ON OUTSIDE t 2X&= SECURED THROUGH SECURE TO BLOCK W12-Vo' NON-STRUCTURAL ' TAPCONS TAPCCN MIN. I yi (MIN. 514ANK SIZE J46 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , cmMIN. EMBEDMENT I Y4) V DRYWALL WITHIN 6' OF EACH END t 10' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8:® 11 SECURE TO BLOCK W/2-6' 7(r�OSHB.X 4' MIN.SECURES SIZE .146MIN. DCASI(MIN.SHANK HEAD SIZE300 DJAMBOR WINDOWMIN. EMBEDMENT I Y4) ATO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-15/18" NlNDOW TO B CK +1-15 8" C SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ Y•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN V OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6cm SECURED THROWN SECURE TO BLOCK W/2-W6' NON-STRUCTURAL ' TAPCONS TAPCON MIN. I-Y4 (MIN. 514ANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• CMAI WITHIN 8' OF EACH END t J4• DRYWALL IS' O.G. MAX SPACING-I'X4. 2X8tm OR i'X2' P.T. NAILER SECURE TO BLOCK W/2- ' CASING TAPCONS NK (MIN. SHASIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I ) Y4 - ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Al) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BIACK +2 1�4" 1 DMW TO BLACK +1-1 2" D TIamw TO BLACK +2 1/4' " 5CALE. RTS. `JSCALE: N.TS. 2X4a SECURE BLOCK V �' STO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' EACH END t NOTE: STRUCTURAL 2X U3' O.G. MAX SPACING. MUST BE ON OUTSIDE t 2X6� SECURED THROUGH SECURE NON-STRUCTURAL �(n' O BLOCK W/i-'TAPCON TAPCONS MIN. 1-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y49 Jf' DRYWALL WITHIN V OP EACH END t 'x4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. 2XS» SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK Slit .Wb MIN. HEAD SIZE -400 MIN. EMBEDMENT i Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. IYJI6—Y1 -PHISJ l—CC®A': DOOR JAMB TO BLACK +3" 1/ATDOW TO BLACK +3" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ !1 ' TAPCONS (MIN. SHAW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN V OP EACH END t NOTE: STRUCTURAL 2X 18' O.G. MAX SPACWC MUST BE ON OUTSIDE t 2X6cw SECURED THROUCsH SECURE TO BLOCK W/2-V NON-STRUCTURAL 34, TAPCONS(MIR SHANK SIZE TAPCON MIN. IYi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END t 16' O.G. MAX SPACING. )4' DRYWALL 2XB,® ❑ I'X4- OR I'X2- P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAF'CONS(MR SHANK SIZE STRUCTURAL MEMBER J45 W/(2)Y2d WITHIN 8. OF: EACH MIN. HEAD SIZE 300 END t 6' TO V O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN V OF EACH END t DOOR JAMB OR WINDOW IV O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" 1/BJDOIf TO BLACK +3" SCALE: N.T.S. 2X4= SECURE TO BLOCK WN4' TAPCONS(MIIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t MUST BE ON OUTSIDE t 18' O.C. MAX SPACING, SECURED THROUGH 2X6dm NON-STRUCTURAL 31(t• SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) V DRYWALL WITHIN W OF EACH END t 18' O:C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER � 2x8 ❑ SECURE TO BLOCK W/1-1/4' Y,' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J48 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END t ATTACH TO 2X PER IV O.G. MAX SPACIWC MANUFACTURES DETAILS. Ibl! !I!1 YN®� f0'Yf0.W0 tDD MR Co®L'! DOOR JAMB TO BLACK +3-7/18' �GZ 1/LNDOW TO BLACK +3-7/18" SCALE: N.T.S. 2X4m SECURE TO BLOCK W/YA' TAPCANS (MIN. 5HANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4-) WITHIN 8' OF EACH END t NOTE! STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE t 2x6= SECURED THROUC.W SECURE TO BLOCK W/I-1/4' NON-STRUCTURAL W6' TAPCONS TAPCON MIN. 1-4- (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) 8' CMU WITHIN W OF EACH END t J¢' DRYWALL 10' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2xss SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SWANK SIZE .145 7 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) DOOR JAMB OR WINDOW WITHIN V OF EACH END t TTACW TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" ND=w TO BLOCK +3 3/4 " H SCALE: N.T.S. 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.corn L AA M: 0003325 D rq U rQ C G C F Q SVHDIV. & Lxn-il S ILVERADO LOT #1 BLK #12 PROJECTij1 04128.001-01121 MODEL' 4ENB "1751-NEUVILLE" GARAGE SlfMG: RIGHT PAGE: DETAILS 50 MPH EXP. 20 ROLMD A A9HGCK4CRA � AR NO 937W A D 08/15/18 SCALE: 1/4"=1'—O" sIiEET D2 PRODUCT APPROVAL LISTING EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2029 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2027 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2028 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/13/2018 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.em L AA •: 0003325 F ro y La 4 m y m a c Sumxv a LOT SILVERADO LOT #1 BLK #12 PROJECT#i 04128.001-01121 woaE� 4ENB "1751-NEUVILLE" GARAGE 8WWQ: RIGHT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. I � 08/15/18 MAU& 1/4"=1'-0" BIDET D3 PIREFORMED CONTROL JOINT FLA .E OP CONTROL JOINTS Td BE WIRED TIED TO LATH • S' . Or- MAX (YERTJ. N01;L DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W/ Ili' LEG MAY BE USED TO TEMP SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED—] T O.C. MAX VERTICALLY / a' THICK 3 COAT CEMENT PLASTER WIRD LAYER •2. FORTIFIBER BUW.DING PAPER APPROVED METAL LATH FASTENED -71' (VERY.) OD. MAX AT SUPPORTS WRB LAYER'L STUCCO WRAP WOOD SHEATHING LATH SMALL NOT e• To e• BE CONTINUOUS ruL a• To a• naL THROUGH CONTROL \ JOINTS BUT SHALL _ BE STOPPED AND TIED AT EACH SIDE PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED FLAT MAX W TO S' TA0J,4 FROM JOINT W"EN JOINT NOTE,- CONI1Ra FALLS ON STRUCTURAL STUD FASTENERS FOR LATH TO DE NAILS OR STAPLES STAPLES IN COMPLIANCE W/ ASTM CI063 i r 2. WIRE TIES TO BE (NO. IS) 0041W WIRE 3. BLODUNG. &MOWN MAY BE M ADDITI0 \ TO WALL STUDS REQUIRED PER PLAN / r "M" TYPE CONTROL JOINT OL FOLD II4WYO . IR.. OL — NOAtO • PT. A z e�xAee • n. e 3.aeAx.n.c s4Dtal.E ISL OPs44—� " EXIBL N' ECK4 PAOTENRG, MlO41YsfJLLT PABT@14. OQ MaK ]. CPW-AaE • Pr. D POLD • AI APPROVED BUILDING WRAP SHALL DE LAPPED A MWRIUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 W • HORIZONTAL LAPS. ALL SEN'IS NEED TO BE / r raN LAP . rerxTAPE WITH FORTNER SHEATI- TAPE An SC X X LATH VERTICAL LAP TO EE I' METAL LATH IT IWIM LAYER 9, STUCCO WRAP nM PAPEIF LAP BELOW —Y / a WRB LAYER 4, PORTPIBEIIR BUILDING PAPER \ / LAP 2 BC.ALE� I IR/1•xl'-0' (4) KIC KO UT DETAIL MIN A H LAP, ♦' O�£1 ALL LAP NOOWN S � S Mam. SIDE LAPS CP METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED W TH 00415-IN. (131-MM) WIRE AT MTERVA-S NOT MORE TW N W (22S-MM). AS PER ASTM Cl"i T2J FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCFED W 4000E WRAP TAPE PER MAIIF. SPEC. OR PEEL 4 STICK k THICK 3 COAr CEMENT PLASTER METAL LATH WIiB LAYER 4, FORTPIBER BUILDING PAPER WRB LAYER 9. STUCCO WRAP WOOD STUC SHEATHING BUILDING - PAPER STUCCO — HORIZONTAL LATH & PAPER DETAIL WRAP MATERIAL) OVER APPROVED HOUSE WRAP. PLASMAS TO EXTEND ONTO PIPE 1. OR LESS PIPET CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING M>e'IaRAHE �� FLASHING TEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS RE -MIRED TO SECRE PIPE/ WARE TO FRAMING PIPE K l Ir C. 4• STEP I'2 6'xi' BELP-ADHERING MEMIBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADMERIN3 MEMBRANE FLASWINS WR5 LATER 4. FORTFIBER BUILDING PAPER META. LATH 61x6' SELF -ADHERING MEMEiRA•E FLASHING OVER 4'x4' SELP-ADHERING MEMBRANE FLASHING OVER APPROVED 4'x4' SELF -ADHERING hEi'ERAE FLASHING OVER APPROVED HOUSE WRAP. FLAiHING TO Ex?END ONTO PIPE CCNT. BEAD OF SEALANT AIR COATING OVER STUCCO/ E TYP WALL SECTION) SECTION PER SECTION R703.7 ExteAsr INNrg and alasLPIIW F_xD use of Pofaercl mment Plasbf shill _ply with 11e eppketlm requlremants of ASTM C 02&12A Installation of exterior "I'm "' kre 4 sha11 comply wim ASTM C IML12A. TRATION DETAIL (FRAME) -A WOOD SHEATHING OR CMU 1 O<ASE • R. D UIRB LAYER DI, 3.a�Ax.Pcc a TOLD R. C OVBs STUCCO WRAP (FRAME ONLY) D TIu I". el rauclas THICK, 3 COAT CEMENT PLASTER (FRAME), 112' 2 COAT CEMENT PLASTER (CM) L E G E N D 10 METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER DRAINAGE PLANE (IURB ® PLAHMLATER RooFN1ALL SCREED 01, STUCCO WRAP) W.4L FOLD. 122 tlQLall. i' TWX 3 COAT CEMENT ? 5'X5' 'L' TYPE CONTINUOUS WRB LAYER 02 IFORT I F I BER ...... - - - CRIMTPLA6e (C!w'o0ar AL FLASWIW-s NAIL TOETROOF DECK, NOT BUILDING PAPER) WM LAYER a. FORTPIC9R BUILDING PAPER aWAMt O4.Y) WALL SHEATHING) IIRB LAYER 9, CAP SHINGLE - DO NOT NAIL, METAL LATH X-X-X-x anlcw~�cmLr' INSTALL WITH ROOF CEMENT LAP LAYBY OP EUILDN6 ~ OY4� AH�LAWRN RNSE, �JpAstop M11Wi.Ea lIRXE ONLY) «, STUCCO mml MKMMWWR ROOF CEMENT .. tam IYSLL naafr+a e ROOF PER ELEVATIONS WOOD SHEATHING Fz=� l � o�ea-urfuawras sue,` � � SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION - �R���OBO OR �• R103.1.1 / ASTM C-84i-0S, MIN. 2.5 LBS. dQIlLNDTALLKOKpR ° AT R PER 60. YARD (UTILITY OR NOMINAL "L" LATH DOES NOT MEET SPECIFICATIONS) FLASHING O5 N.T.S. i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 m y� m C �4 0 v a r stMDrv. at M71*1 SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 UODEL• 4ENB "1751-NEUVILLE" GARAGE s•WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. PRINT DATE: 08/15/18 SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD BACKER ROD UIR6 LAYER 14, wTil!'r13 IURAp INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQAIENCE OF FLASHING TO BE I. BOTTOM, 2. SIDE5. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING s JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT X. J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) UIOOD 5HEATHING WRB LAYER M, STUCCO WRAP UM LAYER -2, FORTIFIBER BUILDING PAPER WOOD — CON5TUCTION —METAL LATH B' ChRJ VINYL CASING BEAD h W RAISED BAND Jb' TO )f' MID -WALL IICFP A.P:1�Fff 6' WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R-703.1.1 / ASTM C-841-0S, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 0 DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WR3 LAYER 01, STUCCO WRAP WR3 LAYER 02, FORTIFISER BUILDING PAPER THICK, 3 COAT CEMENT V TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING BUILDING PAPER OVER 'QJICK WOOD FRAMED -_ FLASH ` WALL HORIZONTAL WEEP SCREED PIPE LTHROIJCsHWAL—�; (FRAME TO FRAME) 1 6' SELF ADHESIVE FLASHING (INSTALL PER MANUIP. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' WENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO NRGN IV r�GVGIYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLIWG ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEIURAP FOR BOX INSTALLATION WRB LAYER +P, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAf EDGE APPLY E-Z OVER 60 MI GRADE .0. FELT-PROVI', SEALANT AT JOINTS AND INTERSECTIC STEM' #1 STEF *3 F' II I F01235 I WOOD SHEATHING JIAFB LAYER -1; STUCCO WRAP 1URB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCIUQAL MEMBER • 1. O.C. MAX 6' WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING \ MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER I STEP *2 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER •I, STUCCO WRAP MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEF No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 A a 04 b 0 h 4 Iti StMDIV. as L.OT SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL.• " 4ENB ' 1751—NEUVILLE GARAGE S'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 2 A. DATE- 08/15/18 ScALE: 1/4"=1'-0" SHETE�TT ^ dd A2 WOOD SHEATHING WIRE, LAYER N, STUCCO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER VA' HAT CHANNEL i' THICK, 3 COAT CEMENT UV96' TYPE .X. DRYWALL PLASTER 6' SAF. • TOP OF WEEP SCREED TO 5HEATHING BEHIND WEEP SCREED WOOD SHEATHING u� 4' POSITIVE DRAIN _ ... .. _ .. _- `. WEEP SCREED UIRB LAYER -I, STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER i, 66-WIRLIC-100 CUSTOM CASINQj BE ' R.ASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW i WRB LAYER -1, , ; X'. \ STUCCO WRAP U1R5 LAYER '2, FORTIF i BUILDING PAPER W SELF-ADHEREING U1RB LATER'(, / FLASHING WRAPPED �v • CORNER OF CANTILEVER STUCCO WRAP 4' POSITIVE DRAIN AMICO AM66-U19WC-'18C)) CUSTOM CASING BEAD 1 ' WEEP SCREED NO GAP INFIELD —' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1OA DTL. (& CANT. SCALE: 1 1/2' • 1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTM C-841-OCJ, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER N 3!4 RESILIENT WEATHER RESISTIVE HAT CHANNEL 1 BARRIER -2 i' THICK, 3 COAT CEMENT PLASTER TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 VINYL CASING BEAD i' THICK, 3 GOAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL IVE CORP. 4' POSITDRAIN DEEP SCREED VNYLG�1�� FIELDFIELD FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED COLUMN SHEATHING WALL WEATHER RESISTIVE SUB -FLOOR DECKING BARRIER PRE-��D TRUSS FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE WEAT R RESISTIVE BARRIER •2 PEEL t STICK) SET IN FULL BED OF __ WEATHER RESISTIVE BARRIER 'I 6' PEEL t SEALANT, Yt' MIN. SPACE FROM DRIP '('� S''�' PEEL t STICK STICK 0 DRIP �Q WEATHER RESISTIVE EDGE TO FACE TO TREX 11(zk3' 'L' FLASHING BARRIER 4 DECK \ _ FULLY EMBEDDED IN ROOF CEMENT COAT CEMEN� RIE$ -- -- PLASTERTHICK3 METAL LATH YA' GAP FOR BACKER PETAL DRIP EDCsELv. WOOD SHEATHNG I NXI % P.T. OR SIMULATED ROD t SEALANT SET IN RILL BED OF Yi GAP FOR BACKER SEALANT,X' MN Ni WOOD (TREX) FILLER r;: VINYL CASM3 BEAD ROD t SEALANT SPACE FROM DRIP CONTINUOUS FACE TO TREX WEATHER RESISTIVE WATER PROOFING let 1 UIEAT14ER RESISTIVE VINYL CASING BEAD BARRIER 1 EXTERIOR GRADE LAYER (2 LAYER PEEL t BARRIER 'I WEATHER RESISTIVE DRY WALL STICK) WRAPPED FROM I ..B WEATHER RESISTIVE WATER (ROOFIst ING BARRIER 7 BALCONY DECK TO ws BARRIER '2 4 • LAYER (2 LAYER PEEL ' ' EXTERIOR COLUMN i THICK 3 COAT CEMENTCANTILEVER �w�P 1p1m'°°'• t STICK) �••\ -O',.nw�'w "a. COLUMN SHEATHING 4' POSITIVE DRAIN WEEP 5CRE Pf PLASTER _—. _—.__ CORNER BEAD lb' PEEL t STICK DECK MEMBRANE, VINYL DRIP EDGE TO DECK EXTEND OVER DRIP � PEEL t STICK 6' SAF. NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDGE x3' 'L' FLASHING (SHOWN FOR CLARIFICATION OF ®® 3' X 3' 26 GA. GALV. SUB FLOOR OF �TDED IN SEPARATE ACCESSORIES ONLY) _ METAL DRIP EDGE [' --- --------- -V-------------------------- .---- `-- SET IN FULL BED OF V I yy'XI j'4 P.T. OR SIMULATED SEALANT, 9 MIN. — - FETAL DRIP EDGE WOOD (TREX) FILLER - FACE FROM DRIP FACE TO TREX P.X TE SET IN FULL BED OF CONTINUOUS i 0� (TIER .. FILLE SEALANT,)i' MIN. Yi GAP FOR BACKER VINYL CASINGSBEAD CONTINUOUS I RI SPACE FROM DP FACE TO TREX ROD t SEALANT ! WATER PROOFING Ist I Y4 GAP FOR SEALANT VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t OPT' BACKER ROD' PEEL t STICK) STICK) UIRAPPED FROM MODIFIED W WATER PROOFING lot @'�ANTILEVER DRIP 3/4 RESILIENT HAT CHANNEL BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT 3/4 RESILIENT I LAYER (2 LAYER PEEL t STICIQ WRAPPED FROM BALCONY DECK TO EDGE 5/8' TYPE 'X' DRYWALL = I ► LASTER METAL LATH WOOD SHEATHING HAT CHANNEL VINYL CASING BEAD , : - CANTILEVER i' THICK, 3 COAT CEMENT PLASTER LEGEND W/TEXTURED t PAINTED WEATHER RESISTIVE BARRIER M 5/8' TYPE 'X' DRYWALL METAL LATH FINISH WEATHER RESISTIVE W/TEXTURED t PAINTED I WOOD SHEATHING i' THICK, 3 COAT CEMENT BARRIER Q FINISH DRAINAGE PLANE (WRB PLASTER 4' POSITIVE DRAM i' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN YINrL CORNER BEAD WEEP scREEo PLASTER�- LAYER *I, STUCCO WRAP) ANY CASING BEAD NO GAP IN FIELD VINYL CORDER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY WRB LAYER ' (FORTIFIBER — — — — — ACCESSORIES O SEPARATE ACCESSORIES ONLY) G BUILDING PAPER) BALCONY DRIP 0EDGE INSTALLATION BALCONY DRIP 11C EDGE INSTALLATION R COLUMN METAL LATH x—x—x—x (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING STUCCO SELF-ADHESIVE FLASHING — — 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING g 7' O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER 14A CORNER BEAD ® FRAME I, 2 1/2' 1- COMER BEAD (FASTENER 4 SPACING 0 7' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD C� BLOCK WRB LAYER 7, STUCCO WRAP WRB LAYER'2, FORTIFIBER BUILDING PAPER—-,, METAL LATH i' THICK, 3 COAT CEMENT\ PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER 'I, I STUCCO WRAP i WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED d' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "2, FORTIF15ER BUILDING PAPER( METAL LATH i' TWIC.K, 3 COAT CEP �, PLASTER \ &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE LI 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) w' alp, I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngfoup.corn AA 8: 0003326 4 s V 0 h O a SXMDIV. de LOT: SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL: 4ENB "1751—NEUVILLE" GARAGE SWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DATE: 08/15/18 SCALE: 1/4"=1'-0" SiIEET WA3 WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIF15M BUILDING PAPER METAL LATH i J' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD DRIP CAP - WINDOW FLANGE WOOD SHEATHING WRB LAYER ►I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH �(EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) YER M, WRAP 2 ANGLED > LBEAD YER *2, FORTIFIBER ' ■ NG PAPER � ■ LATH C 3 COAT CEMENT +■ ' R -ADHERING NG M �• ■ WINDOW FLANGE CASING BEAD C? WINDOW (15C ( FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WRB LA STUCCO WRB LA BUILD METAL J' THICK, PLASTE 6'SELF FLASHI 4' GAP TYP J' THICK, 3 COAT CEMENT THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH ; SEALANT PLASTER 1X TRIM MEMBER METAL LATH s STUCCO TO ; SIDING TRANSITION WRB LAYER -2, FORTIF15ER ; BUILDMG PAPER SIDING WOOD SHEATHING i WINDOW FRAME 17777117777y___ _..__...__.....- WRB LAYER 02, FORTIFIBER WRB LAYER M, WRB LAYER'(, i BUILDING PAPER S�� �' STUCCO WRAP I E-Z BEAD VINYL CASING CASI�BEAD 1 (W/Ys' FLEXIBLE PVC BACKER ROD) Co' SELF-ADHEREING I FLASHING OR PEEL 4 STICK SIDING TO STUCCO 1 WRB LAYER 'M, STucco WRAP, CASING BEAD WRAPPED AROUND FRAMING 1 ^ MEMBER lilt I (CROSS SECTION) i 6' SELF ADHESIVE FLASHING iZ WOOD SHEATHING WOOD SHEATHING UROOD BNEATWMXa— WEATHER RESISTIVE BARRIER , WEATHER RESISTIVE BARRIER'( .6%X T yW'. aL LOIDW.-� U6FVL•A9HMKn-ADDING STARTER 8TRIP-------7i DO NOT QAULK OR ---1` GALV'D META{. Z'FLABHNG IY2 X 6' SIhLl.n11ED� 6' SELF-ADFERNG FLASHING WEATHER RESISTIVE BARIRUER , WEATHER RESISTIVE BARRIER 7 .I, 6' SELF -ADHERING FLASHMK GALVV METAL 'T FLASHING WOOD TRIM MEMBER @ LASING / Y4 % TTggpp / U1PTRRIMA OD6R I GAP WCALLKING OR APPROVED SEALANT �. SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-641-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) { WRB LAYER #I �� TI8ICTION STUCCO WRAP DER TIVE- ' WEATHER RRE818TIVE— Bq�ARRIER 9 WRB LAYER 02, FORTIF15ER U66X'REv�ALLAPSI" BUILDING PAPER �� HERNG- ' METAL LATH STARTER8i— THICK, 3 COAT CEMENT OR- (EXPLODED VIEW FOR PLASTER GA"V*° METAL 'Z' FL.48FIINCa I CLARITY) g� X 6' SIMI$.ATED— il15oD TRIM 1'11EMBER AN E-Z BEADyM1YL CAS PVC ROIw BACKMR� ADFERNG 1N CASING BEAD @0 RAISED 1 7 A BAND ( FRAME) SCALE: 1 1/2' =1' -O' WEATFM R BARRIER , WEATWMAIM- 2X FRAMING—� MEMBER DETAIL BELOW EXPLODED FOR CLARITY 6' SELF-ADLRI ENG PLASHING / aEATHER RE818TIVE / / \ 6BARRNIERA�BOVE LA OP 'Z PLASHING r Q 19 BARa71ERSIBTIVE UEATHER RESISTIVE / BARRIER n \I GALVV METAL WEATHER RESISTIVE BARRIER -1 TO LAP 6'MIK ABOVE TOP OP W FLA81•ING SE TRIM MEMBER / •SELF-ADF wa R.ASIaNG \� OR A■POVED SEALA RRNT UEATNEZ REN IVE BARRHER , ST SIDING TO STUCCO \—ATERmsISTVE FRAME TO FRAME�� �� TRANSITION 1 e7 Ya' GAP TYP THICK, 3 COAT CEMENT CA51NG BEAD PLASTER SEALANT TO WINDOW METAL LATH I WRB LAYER "2, FORTIF15ER i PE BUILDING PAR WINDOW FRAME y WOOD SHEATHING i I I i � I WRB LAYER "1, I STUCCO WRAP I I 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/Ya FLEXIBLE PVC. BACKER ROD) I MEMBER .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ----------------------------------------------------------------------------------------------= ; ��E BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA *: 00OM25 h c F a lPito HDXV. &: LOT:ILVERADO LOT #1 BLK #12 JECT# 04128.001-01121 MODEL4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. Bj DNT pq. 08/15/18 SCALE: 1/4"=1'-0" SHEET WA4 TEMPO FOLD -I OUT NOUSEUR.AP wousB TUCK F AT 45' ANGLE al HEA MODVED 91 CUT ,• T� INNOUNMIRAP LNE OF WNDM �P' FOLD IN AT AFPRO%W MOMOUSE~BE OVER M4EATNNG OVER LLD STUD WALL pLOR STEP I EXTEND R.ASHNG I• BELOW SILL- R.EXIBLE FLAWN4 Do NOT WEAL BOTTOM FN STEP 6 ALIGN RAW*r. W/ W. EDGE OF SILL RD. MECHANICALLY PALM FANISIM EDGES.(CAP "LA STAPLES) NSTALL DUPOW FLEA~ AS 14 R.AMRNG Ar TW UTLY i' :ONTNIIOU F SEALAI. lei" AN[ IPPLY TO RDOW NA LANCE N 'RE-P NO Mm OR RDE ADHESIVE vm DRIP CAP ECTO-WRAP Eaaav) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) 5CALE: NT5 Nam L IT IW THE CONTACTORS RESPONSIBILTT TO VERIFY THE CCtVATIGILITY O ALL PROOIICTB IHIMMNS HOUSEIRAP, SEALAWS 4 SELF-ADWERW. R.ASHNG MATERIALS USED CU M43 CGNSTIRICTIOR 2. NWTALL ALL MATERIALS PER MANIFACIURFAS WRITTEN 8PECFIOATIONB UTAPHW�. 6RALANTB MAY REACT ADVERSELY F NOT COMPATIBLE. NOTE - GLEAN AND SEAL JAMB TO SILL JOINTS WITW DOW 119E FOLLOWINGa COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING INTERIOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN ISLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA !: 0003325 F b h v W chi Rl O F G N W g 00 stMDIV. 8e LOT: SILVERADO LOT #1 BLK #12 PROJECT{: 04128.001-01121 UODEIi 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. [scALE: 1/4"=1'-0" 811EET WA5 2x6 SUB-BANb W/I'x4' NOTCH is END, WRAPPED IN PEEL d STICK ,1 MEAL FASCIA WRAP DRIP EDGE 1\\ I\ 116' TEXTURED I \ FINISH a WOOD I \\ / 2X& SUB BAND) 1/2' TEXTURED \ FINISH A CMU / \\ METAL FASCIA \ WRAP Ya' FROM \ STUCCO, I' FROM \\ WOOD WALL \ \ EXTERIOR WALL \ (FRAME OR CMU) \\ `\\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY 1/8, TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH ; ` WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER s2, FORTIFIBER BUILDING PAPER (FRAME ONLY) 7 7 ROOFING CEMENT DRIP EDGE � FLAN B METAL KICK OUT © \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK(BEYOND) `\ DRIP EDGE, I' OFF WALL Irl VNOT INTO STUCCO) I �1/8' TEXTURED FINISH s / WOOD, 1/2' TEXTURED FINISH @ CMU 2x6 SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ®ELE\/ATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL C) WALL 3< x x x x x x x x 3�4" x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x F'RE-ENG'D TRUSS TO BE CUT e x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-0' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x O.G. MAX, x 2x SUB -BAND WN4'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @� WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASWIWS, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH Q END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesWngroup.eom AA p: 0003325 b wo y e 0 0 0 SUSDIV. ae LOT SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 WODEL: 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. A 6 AR NO 83723 D 08/15/18 SCALE: 1/4"=1'-0" SHETAV E�TT VV �? kLW.: FOUNDATION PLAN SCALE: 1/4" =1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0`0", SEE SURVEY PLOT FOR NGVD. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1113INDICATED #5 BAR, OINDICATES #6 BAR,lNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36% AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13(ASCE 513, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 616 W1.41WIA OVER GENERAL 3 7/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REWF. TOP REINF. T.O.F. SHORT LONG FM42x18 12" CONTINUOUS 18" - (2) #5's FMC-12x18 12" CONTINUOUS 18" - (2) #5's #5 IN CURB VARIES FM-12xi2 12" CONTINUOUS 12" - (2) #5s (-)0'-4" TE-1 8" SEE PLAN 8" - 8 #5 IN CURB (-)0'-0" 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32780 PH: 407-77"078 FAX: 407-774.4078 www.abdeslgngroup.com AA M. 0003325 h V 0 y O a SuaDIV. & =7- SILVERADO LOT #1 BLK #12 PROJECT* 04128.001-01121 MODEL.• 4ENB "1751- NEUVILLE" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 50 MPH EXP. ly PRWT 08/15 18 DATE: / SCALE: 1/4"=1'-0" SHEET S1 MIN. EACH WAY MONOLITHIC FOOTING 1�a Z° .per , Z g STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED — IC" — CELL SEE PLAN FOR SIZE AND ¢ a p CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ° I°—° ° 0 d SPACING REQUIREMENTS rC ¢ T ¢ t 00 U v— �v }II—�� DOOR w $a w I • FM �� RECESS ¢ u) 8" CMU WALL O B"CMU WALL , CORNER BARS, SAME SIZE AS BAR w w B O o IN FOUNDATION WITH 30" LEG EACH w = +-0'-0' °Ill - - - - TOP OF SLAB +-0•'p TOP OF SLAB B. °vl WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS I ° toy `1 1 __ ° MATCH AMOUNT OF CONTINUOUS BARS ° .I CURB FOR ` SEE SLAB SCHEDULE . BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION ,8" EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER STORY) I°I' I� ° CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET 7;0, AT ELEV. 6" CHAMFER (2-STORY) JOINT (WHERE a • • 94 24" W/ 1/2" ISOLATION f (1 l < , -� 6" CHAMFER (2-STORY) ° 0• d• APPLICABLE) Z - SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Z •" • EE SCHEDULE ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i� AND BAR QUANTITY #7 47' i AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO r��EXTERIOR MONO -FOOTING �„�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE SCALE: 3/4"=V-9' CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 1-COMMON AND NAIL W/ 16d COMMON HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP WALL W/ SYP No 2 STUDS SEE O a ' No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE m NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"W' WEDGE ANCHOR W/Z' BTM. PLATE TO BE PT. O o_ SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO ¢ I a g EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/, Od MASONRY J ¢ 8", UNO USP SPTH4 OR SPTH68TM MAX. NAIL 16" O/C STAGGERED. Q p FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ m ¢ I SPECIFICATIONS FOR Q 10d x 1 ,/2' COMMON NAILS 3 1 /Z' DIAMETER CONIC. PIPE 6x6 METAL PLATE 2 m USE AND H PREPARATION OF Ci HOLE. Z ¢ FILL ALL HOLES, DO NOT USE 1 Od z 3" w ¢ SEE SLAB SCHEDULE ¢ Q w ¢ ¢ SEE SLAB SCHEDULE FFILLEDSTEEL BASE W/ 7/2"x6" ANCHOR BOLTS o C. } m Q� +- 0'-0' TOP OF SLAB _� ° TOP OF SLAB �\ P . a 4" CHAMFER(1STORY)— J- �" 6' CHAMFER(2STORY) ' < e.• . EQ. EO. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO CURB FOUNDATION WOOD WALL (_,_\INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD 6 MONOLITHIC FOUNDATION 7 SCALE:3/4"=1'-0 (W/UPLIFT) V SCALE:3/4"=1'-0 (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4•' OIC BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 0- PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢ ¢ w m0 J CL Om e"CMU WALL bZ m , POURED LINTEL CONT. (TYP.) g +- 0'-0" 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE _ - . TOP OF SLAB leF 2X WALL FRAMING +. ry.0" SEE SLAB SCHEDULE 1/2" DIA. USP 7250SD BOLTS 5' TOP OF SLAB MINIMUM EMBEDMENT INTO LATED" COLUMN PAD GROUTED CELL, 4"FROM ENDS AND TERED UNDER WALL AND ,6" O.C. VERTICALLY MAX •RED MONOLITHICALLY WITH ---NDATION AND SLAB SEE SCHEDULE - ULE FOR WxD, BAR SIZE SIZE AND BAR QUANTITY I AND BAR QUANTITY FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 0�w3/4"=''-0" (NO UPLIFT) 0 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" 1 1 SCALE: 3/4"=,'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 [1. q V V m O F C. S%mDrv. & I.oT: SILVERADO LOT #1 BLK #12 PROJECT{fv 04128.001-01121 MODEL• 4ENB "1751- NEUVILLE" GARAGE SUING: RIGHT PAGE: DETAILS 50 MPH EXP. �� a CM L /4R NO 937= J DART : 08/15/1. SCALE: 1/4"=1'-0" SHEET s1.1A DOWEL PLAN SCALE: 1/4" = l'-G" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 WW h s a M R h m 0 lit stmDrv. & LAT SILVERADO LOT #1 BLK #12 PROJECT* 04128.001-01121 1[ODET- 4ENB "1751—NEUVIUE" GARAGE sWMG: RIGHT PAGE: DOWEL PLAN 50 MPH EXP. DATE: 08/15/18 sCAL.E: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL VERTICAL W/ 10"HOOK GROUTED BOND BEAM TIE VERTICAL REBARc TO HORIZONTAL BAZ RER W/ 10" HOOK GROUTED BOND BEAM - VARIES PER ELEV. ,I � e IN in p CLEAN OUT REQUIRED Q FOR INSPECTION ` 1 P-0" FIN. FLR. ^a TIE ERTICAL REBAR ° TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z� #3 18" > tj #4 4' #5 0"#66"#7 j 2" HORIZONTAUVERTICAL 1 REINFORCING SCALE: 3/4"=1'-0" m WINNIESM0 ME III _ m---m-- ■M----M-■ i==EE=M. OEM liN�E ml���w � lm-- .• m-_ mum l=mlIVEEElm Emlrlzm . - � m__m-- ■- I --��-■ • -M ■_-M-- • ■� INNIENINE1=10N■ _m-__m_= OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. METHOD #4 24"' HORIZONTAUVERTICAL #6 30" REINFORCING #7 #6 38"42" SCALE: 3/4"=1'-0" 2 � VARIES PER ELEV. #5 BARS a 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD.! LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 F yO 4 h O eF C 0 wx Buimrv. & M'2"- SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL- 4ENB "1751-NEUVILLE" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. 181 a N DRXKT A08/ /18 SCALE: 1/4"=1'-0" SHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13)1 Od x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/Z HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12"HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IDd x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177• ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK O (2) 2X8 BEAM SCHEDULE RZUM INDICATES OPENING BELOW / T.C.B. = TOP OF BEAM / B.O.1- =BOTTOM OF LINTEL / T.O.A -TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. -EACH END, O/C -ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 9� SAFE LOAD - POUNDS PER LINEAR FOOT 40nowt N6M SAFE PILOAD /��/► SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BUS 6�aa wI2OB �18aB eF2Pm ��� TYPE LENGTH 8US 8F8 RCMU TYPE LENGTH SMIT Nwv OF12-IT 6Fl2 SMIT wwrr W20-1T eFrmzr WN-IT OF24 V 9 IT 6F2627 *'WIT SF32-27 Z4W (42) PRECAST 2237 3'4' (12) PRECAST 1025 1024 1588 3'4' (42") PRECAST TWO 2aea em4 43v4 mw aim Tom 1500 2m5 3524 4394 0113 6122 7001 4'd (46) PRECAST 1988 4-0(48') PRECAST 765 M 1309 4-4• (49•) PRECAST e9ro 2306 30w 3m6 4670 6mb amC41" (54-) PRECAST 1r�gg 4'4' (64') PRECAST 592 591 1073 4.4• (64-) PRECAST 2M0 2ro7 a375 4043 471t San 2040 2M 9375 40f9 4nt mnT4• (64-) PRECAST 1217 S4' (61') PRECAST 411 411 745 S•4• (M7 PRECAST In =MM zmb a39e 39ai 4522 1n5 2m 2Me 33M A&I 45225'-t0' (70') PRECAST 1082 & 1W Mr) PRECAST 340 339 818 5'-10'TMPRECAST 11 2593 3107 ama 41M I IN? 20a0 2693 31m 3m0 413394• (W) PRECAST 906 94• (7n PRECAST 507 721 490 B-8• 98-) PRECAST 1407 t 2W8 2Teq,6 m, 3712n" ,407 law 2329 2N0 3251 P12T4' (�) PRECAST 143 T4' (99) PRECAST 424 634 389 T4' (90') PRECAST 1 1624 iF-M;- 2e27 3m Im 1mA426 2m7 sms 94• (112') PRECAST 554 94' (112-) PRECAST 326 512 230 94• (112-) PRECAST M II 61 215f 2w0 am Islaew Za 2619 194• (128•) PRECAST 475 194• (12n PRECAST 294 401 180 194• (126n PRECAST sw � 916461 1 201I 6w w5 IlseM 20w m46 11'-4 (138' PRECAST 3112 11'4" (13in PRECAST 280 452 154 114• (136') PRECAST 464 w4 15, IM 4w w7 10/3y619 04 4 ,waw 2187 na 174• (144-) PRECAST 337 1r4• (114' PRECAST 24a 402 137 17-0• (1MD PRECAST 470 46e Tx 1 tabs 470 ew W 5w- IetAw 2M 13'd• (180•) PRECAST 296 13'4' (160' PRECAST 211 324 110 134• (180') PRECAST Ole See w7e4 11 1m 42e 400 M Iiw 141 up. law, 1" (168•) PRECAST 279 14'4' (188") PRECAST 205 293 100 W-W (1681 PRECAST � 3569„ 5w 724 am 1 1m 410 425 717 n 1083 1 1 16m 14'4' (17n PRESTRESSED N.R. W4• (176•) PRESTRESSED N.R. 284 91 14'4• (179') PRESTRESSED z39 Na w 3s5 me an 672 980 - AN 1 ma 151 tl3t 1734 15a' (184') PRES71EBM N.R 1&4' (184-) PRESTRESSED N.R 259 83 1S-P (184-) PRESTRESSED M 230 313 306 See me 627 M TWO all 1 1064 100e 1r4' (208') PRESTRESSED N.R lr-C (208•) PRESTREM N.R. 194 64 1T4• (206•) PRESTRESSED 1. 192 2m wa 405 M M1 710 Am 1 M 1271 M 1473 194• CMI PRESTRESSED NA 194' (232') PRESTRESSED N.R. 148 52 19.4' Mn PRESTRESSED " lea m m us 4]➢ 44T- 823 547 N1 647 I 747 Im 21'-C (2W) PRESTRESSED N.R. 21'-4' (25n PREST ESSED N.R 125 42 21'-P (25n PRESTRESSED 142 IQ 2w 2!2 3m a78 303 637 4w M 586 M 055 1040 2r4• (264•) PRESTRESSED N.R. 270 (28P) PRESTRESSED N.R. 1,a 40 274T (281� PRESTRESSED 131 137 1W m P95 3w 379 613 462 M 54e wt $30 900 24'-0' (288') PRESRRE93® N.M. 24'4' (286•) PRESTRESSED N.R. 91 33 24%W (2W) PRESTRESSED l24 124 179M 2m 267 a19 F, 3u 4w 416 e06 4m 7m 5m me In 2w 4w aa4 9e4 10m 12ii (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM"SAFE LOAD TABLES"BY CASTCRERE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE t.16-0126.03 Om�000 00�©mm mmovoo� oo�omm 0�m0000 mo��om OiLr.7m0��70 moo��o� m®om�om 0®omom �m000 ��000�0 mmmoo OD®0©m0 ommoo D�0m0®0 oommomo oom0�ov oomm�oo ®o�0m�v ®m000®0 00000�0 0000000 �000000 0�00� 0��0®00 �00�0�0 0����00 -----------—,=,..--- ®®._. .=�, .m-------------,pro------- ♦ 8F24-iT/1M/OB 8F16-1T/0M/OB 8F16-1T/0M/0B 8F16-1T/0M10B a f ♦ e6 ( ) ♦! m4 1 � 6 ! 2.1 1 ♦ y LINO PROVIDE BB1 ! A' WHERE ROOF TRUSSES ! A BEAR. TOP OF WALL ♦♦ I� b ! '1r O b � ♦ e+ ! I ly 1 3 1 ( 3 i i 1 1 '-�l ! ♦! ! Q C ) 1 1 i i 1 40 a i dam♦ ®.$ — —.--®� — -.♦ � 8F18-1TNMIOB � BF16-1T/OM/OB L. - - - - - - ,- .®- - - - ... - - SF28-1T/1 K40B LIFT BEAM PLAN SCALE: 1/4" - V-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX 407-7744078 www.abde9igngroup.com AA B: 000332. L4 v m 0 y4 ti c F TO.. r sUHDIV. & LOT SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL• 4ENB "1751—NEUVILLEf1 GARAGE SWIM(: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 50 MPH EXP. IF— AR04TE-M. A PRDITT 08/15/18 DATE• scALE: 1/4"=1'-0" SHEET S� NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. 13OND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL �0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THATTHEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k18" ;o #5 CORNER BAR W/ 30" LAP FOR EACH QP\ S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T 8 VERTICAL REBAR W/ 10" HOOK D TOP OF BAR BONDSEAM BEAM W/(iJ� \O R EACH COURSE • \\10 8x8 BOND BEAM TOP OF • W/(1)#5 BAR _ BOND BEAM 30" TYPICAL QOe� F FILLED W/GROUT =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE #5 BAR IN BOND BEAM � SEE NOTE 5 •-1 T/1 M/ B 8x8 PRE -CAST CONCRETE PP �Q NOMINAL LENGTH OFIBAR -WIDLTHOF MASONRY CORNER $Q HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION BOND BEAM COURSE OR n REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8PRE-CAST CONCRETE L SCALE: 3l4"=7'-0" 1 THAT XFXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFER SCALE: 3/4"=1'-0" AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP oo- OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-W16 SINGLE BOND BEAM D BEAM TAPCON OR DRIVE (MIN AT HIGHER ZE.145 MINPIN HEAD 1MIN WINDOW SIZE 300SHANK EMBEDMENT 1 SINGLE BOND BEAM 114") W FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN e 1/4" PRE -CAST � 2x6 (MIN 2 X 3) 2-NI6 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SZE .300 SILL MIN EMBEDMENT 1 11VI 8" = SLOPE FROM EACH END AND 18" 7O" N 1-1/4" 2fD m EMBEDMENT 4 2x8 (MIN 2 X 3) 2-&16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS ALLOW BENT OO E83 2X4 SOLID BLOCKING BAR E PLACED IN 1S/4 FROM EACH END AND ") SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7116" OSB SHEATHING STANDARD ACI HOOK TYPICAL PICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2"=1'-0" 5 SCALE: 3l4"=1'-0" 3 SCALE: 3/4"=1'-0" v PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER I BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF EF FILLED CELL BOND. BEAM II II ER PROVIDE #5 BAR DOUBLE REINF. BAR(S), AT EACH SIDE /OR STEEL REINF. OF OF ELEVATION AT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN �XENSURE ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN Bl LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 ol r7 d 0 G C F C ti SL78DIV. & LOT SILVERADO LOT #1 BLK #12 PROJECT* 04128.001-01121 MODEL• 4ENB "1751-NEUVILLE" GARAGE SVrMG: RIGHT PAGE: DETAILS 50 MPH EXP. DRDqT A08/15/18 SCALE: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1Y2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x i 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ^ x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1 PL U: G: 1 FRAMING PLAN SCALE: 1/4" =1'-0" 2 PLY U:-1390 LBS G 3628 LBS /if 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 y V 44 0 y O F O 4n W x O A SL7HDIV" & I.OT SILVERADO LOT #1 BLK #12 PROJECT* 04128.001-01121 U0DEL• 4ENB "1751-NEUVILLE" GARAGE 811MG: RIGHT PAGE: FRAMING PLAN 50 MPH EXP. DATE: 08/15, SCA=: 1/4"=1'-0" SHEET 3 PLYWOOD SHEATHING, SEE A-USPDT-- TRUSS ANCHOR "ROOFAVALL'FLOOR B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) SHEATHING WITH (18) 10d x 1 1/2" TO TRUSS PLYWOOD SHEATHING, SEE ENGINEERED WOODJFASSCHEDULE" C- (2) USP TA20R TRUSS ANCHORS (2 OR "ROOF/WALLFLOOR TRUSSES @ 24" O/C, MORE PLY) WITH (10)10d x 1 1/'2" NAILS TO SHEATHING SUBMIT SHOP DRAWINGS TRUSS.PROVIDE 5" MINIMUM CONCRETE FASTENER SCHEDULE" FOR REVIEW EMBEDMENT. DBL STRAP, I EACH SIDE AND APPROVAL WRAPS UP AND OVER TRUSS (NOT SHOWN) (2) USP TA20R TRUSS ANCHOR WITH (16) lDd x 1 1/2" NAILS TO TRUSS. PROVIDE 5" MINIMUMCONCRETE EMBEDMENT. DBL N WOOD FASCIA SEE STRAP, 1 EACH SIDE 4RCHITECTURAL 2z6 WRAPS UP AND OVER SECURED W/ (2)16d TRUSS (NOT SHOWN)P RFUS STEEL CONNECTOR WITH 3ALV.COMMON NAILS. ENGINEEREDWOOD USED IN CONJUNCTIONW'WEDGE BOLTS AND x2 SECURED W/ tOtl TRUSSES @ 24" O/C, WITH HEAVY UPLIFTS3 SCREWS 3ALV. COMMON NAILS SUBMIT SHOP DRAWINGS CONNECTORZ" P USN" WITH 3/ILS"WEDGE O/C FOR REVIEW AND (8) d NAILS ANDAPPROVAL 2x WOOD FASCIA SEERS USN" WITH H ( ARCHITECTURAL 2x6P d AILS314-x6"WEDGE AND (8) t6d NAILSMASONRY SECURED W/ (2)16dORS BOND BEAM GALV. COMMON NAILS.MASONRYBONDBEAM LTS ARE USED SEE SCHEDULE 1x2 SECURED W/ 10d ENSURE THAT CELLS ARE GROUTED A ALLOWABLE UPLIFT = 1825 LBS (i STRAP) (1 OR MORE PLY) GALV. COMMON NAILS SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS B ALLOWABLE UPLIFT = 2430 LBS (1 STRAP) (1 PLY) 12" O/C A ALLOWABLE UPLIFT = 7910 LBS (4 WEDGE BOLTS IN RFUS) C ALLOWABLE UPLIFT = 2410 LBS (2 STRAPS) (2 OR MORE PLY) B ALLOWABLE UPLIFT =10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT = 12W LBS (4 WEDGE BOLTS) TRUSS/ TYPICAL ROOF Dla 1 �bl DcTYPICAL 2a 2b 2c SCALE:3/4"=1'-0 GIRDER CONNECTOR(S) SCALE:34"=1'-0" GIRDER CONNECTORS) # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2114" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1 /4" x 21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d @ EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING L W/ Odx1/2 HPG COMMON NAILS. W/T0dx 0'-0" TO 30'-0" (1)'7C BRACE SEAMS) @ EACH END TOTAL OF 10 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2z8 PT. PLATE — I (1) "X"BRACE @CENTER TO BLK W/ 1!2' DIA. FLOOR (2)'OP' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" GIRDER 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 2x8 P.T. PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS _ -- STIFFBACK (AS PER GYPSUM BOARD OR 1/2' HIGH TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (2) 1 Od's @EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED @ 16d TOENAILS 10'-0" DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20)16d z SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., _ BOND BEAM RED WALL W/ SYP No 2 STUDS SEE POST TO SR DIRECTLY - PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2'GYP. WL. BD. a ° BLOCK WALL W/ GABLE END � Li NOT USED PRE-ENG'D TRUSS SCALE: 3/4'bt'-0" °` 6 GIRDER/WOOD POST CONNECTIONS - 5 SCALE: 34'=V-9' FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=1'-0" (NO UPLIFT) ) OUTER 113 ( SPAN ONLY PLATE w w - DEPTH I/4'D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5•D SGL. STUD STUD NOTCHING AND BORING LIMITS 0 RON Em, WE LE EDGE >518" A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"°USP WEDGE -BOLT, 5" MIN. EMBED (20)16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 24DO LBS, U < 1425 LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G <2400 LBS, U <2560 LBS W/ (2) 3/4"OUSP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV: COMMON NAILS AND (10) 16d VALV. COMMON NAILS. FL#17232 D - USP THOH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, S' MIN. HOLE DIAMETER EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 < 3/5'D DBL. STUD E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0' 5'EDGE CENTRAL SPACING SPACING SEE SEE S6R SLR(. CHEDUL' SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD - Z LAP A MIN OF 4'-0". °D 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. m 5. IN LIEU OF HILTI PAPS, 1/4" DIA x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SIZE BOLT SIZE 5EDGESPAGNG CENTRALSPACRIG A DOUBLE 2x8 1/2" B" O(C 16" O/C B DOUBLE 2.8 3/4" 8" O/C 24" O/C C DOUBLE 2xi0 1/2, 8" O/C 16" O/C D DOUBLE 200 314" 8" O/C 24" O/C E DOUBLE 2x10 314" 6" O/C 16" O/C F DOUBLE 2z12 3/4" 6" O/C 12" O/C ( :�)_ALE:WOOD LEDGER DETAIL 3/4"-V-9' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Pt AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750. PH: 407-774-6078 FAX 407-774,4078 www.abdesigngroup.com AA #: 0003325 -A V m 0 0 A _3 9xmDIV. 8a IAT: SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL• 4ENB "1751-NEUVILLE" GARAGE S'WMG: RIGHT PAGE: DETAILS 50 MPH EXP. L `-[R NO 93723 DF'FMA ITT 08/15/ 88 SCALE: 1/4"=1'—O" SHEET S3.1A FLOOR DECK _ PT TERMINATION STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" °x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR1X2 BOTTOM OF FLOOR TRUSS, 10'-0" BUT REFER TO ENGINEERING 2x4 STRONGBACK, OELO_q� ACING SCALE: 3/4"=1'-0" USP LFTA6 W/ (16) 8d COMMON NAILS 21 STUDS-/� USP LFTA6 W/ (16) Bd EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDERTRUSS 1/2"HOG NAILS FL#17239 WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3/4"=1'-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::�j PER ELEVATION zNAILING PER ELEVATION aPER O 3FFO)BL FIRE-STOPFRAMING NI 98 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN NI USP A3 EA. TRUSS /4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PLAN) ER LE ON DETAIL AT TRUSSES BEARING r� 3 ON EXTERIOR WALL SCALE:34"=1'(Y' #8 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED AS - DBL 2X8 LEDGER IIILNIi TO CMU W/ 1/2" EXP. BOLT e" CMU WALL AT 16" O.C. AND 8" FROM N) REINF PER PLAN END W/ MIN 5-1/2" EMBED. FLOOR DECK PER ELEVATIONall14. O 3F PATTERN Qa2x6 ELEVATION ltL2x4 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 12" O CTYPICALLY 1X2 FIRE-STOPTRUSS SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V-0' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/(4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW D O NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5)12d "'. MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TOG W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS @ 4' O.C. MAX @ ST. OF FLOOR TRUSS 8" CMU WALL AT 16" O.C. AND e" FROM INTO BLOCKING ATH2X6 IS FOR WALL SHEATHING NAILER) SH(BTEATHING REINF PER PLAN END W/ MIN 5-i/2" EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRESTOP PER ELEVATION FLOOR DEC /4. PER ELEVATION PER ELEVATION O 3Z NAILING PATTERN U) O= O¢ PER ELEVATION 1 a. §� PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD GINEERED WOOD F NAILER W/ FLOOR TRUSSES (SEE TRUSSES (SEE FRAMING PLAN) PRE-ENGINEERED WOOD G PLAN) MASONRYNAILS @17 O.C. FLOOR TRUSSES (SEE FOR SEE SCHEDULE FOR @ EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED.HTA76 BOND BEAM U FY Wl 1X2FIRE-STOP LEDGER INSTALLED TOO LOW USP HTA76@3T O.X.9 TRUSS(PLAN) FL#17680 AT TRUSSES PARALLEL (VERIFYW/T USS SECTION DETAIL r-"'\TO EXTERIOR WALL PLAN)FL#17680 AT PARALLEL / PERPENDICULAR SCALE: 3/4"=1'-0" PRE-ENG FLOOR TRUSSES NOT USED 6 7 O SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG -0" AT FIRST TWO BAYS 4'O.C. (AT ® PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C.MAX NOT SHOWN FOR CLARITY) e PER ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE SM" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ T A - USP MTW-12 U < 1195 LBS STRENGTH CLG-BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. i6d TOENAILS SLAB. SEE EMBED. AT 37' DCMAX. B - (2)USP MTW-12 U <2390 29 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) 1Gd GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYPNo 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE -o• PROVIDE BLOCKING :o: USP SPTH4 OR SPTH6 BTM 112" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @10'-0"O.C. MAX. 10dxW EPDXY 5-i/2" EMBED. MIN. @ 16" 1 Oa 1 Ob OC OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS Qa CMU WALL 8 SCALE: 3/4"=1'-0 TRUSS TO POST CONNECTION A - USP MTW-12 U < 1195 LBS W/ (14) 1 Od GALV. COMMON NAILS. FL#17244 • d B . USP HTW-20 U <2045 LBS W/ (20) tOd VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A 4U < 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 1Od COMMON NAILS BACK, (1) 5/8"OA.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 POST TO CONNECTION 9a gb SLAB SCALE: 3/4"=V-0" A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 8" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20)16d x 2-1 /2" NAILS TO POST. FL#17324 144i N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 F Y i7 U m 0 �4 U rn Q R C SUHDIV. & LOT: SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL" 4ENB "1751— NEUVILLE" GARAGE SVfMG: RIGHT PAGE: DETAILS 50 MPH EXP. ]DATE: T 08/15/18 SCALE: 1/4"=1'-0" SHEET S3.1B q GA6LE-ENO NIP HOOF L A ROOF WIND DESIGN PRESSURES N C 7-10 ZONE 1 = 8.97 PSF IT 9,97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= W-W END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT r- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sol RING SHANK GUN NAILS AT C O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DA. SHRANK TENSILE STR. SHANK SolRING SHANK, 21/2" 0.120" 170,000 RING RINGS SCREW SHANK PER I PER NCH) 8d SCREW SHANK 21/7 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM FI664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND SO RING SHANK GUN NAILS AT WO-C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Q� Z ' a 7 W Z Z . 2 U n 0 (8J J Z z Y ' coco Z ro . 0 rn 9 J Q Y ?r Q W W X CC U W WU��J U F 0mm O m:D m IL TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. ��\\ RAFTER OR TRUSS ROOF SHEATHING � ■mm m, �1 �L) 11 w� ��► '11 . BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL GRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS @ 6" O.C. IN FIELD ` Bd RING SHANK GUN NAILS @ 17 O.C. IN FIELD or 8d x 2 1/7 SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.rrn,(N FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCH TECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE SA AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psi 20 psf TOP CHORD +ro ourrerA 10 psf BTM CHORD +wn< ffeOt DEADLOAD DEADLOAD 15 PSI TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 PSI w/ No GYPCRETE) 10 psf BTM CHORD 5 psf RTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10Pbf BALCONY LIVE LOAD 60 psf WIND: DEAD LOAD SPEED.150 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE , RISK CATEGORY l0 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 MI. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO.TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE-COMPACTEDAND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH NSTORICAL STRENGTH DATA FOR EACH SEPARATE MX PPoOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"* PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC 94OR MEASUMNG MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE NIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 96 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE ONHERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE W11H THE ABOVE. REOUIRED CONCRETE COVERAGE OVER REBAR SHALL LEAS FOLLOWS: A T FOR CONCRETE CAST AGNNST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSk S. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1T FOR M5 AND SMALIEt 7 FOR75 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WN1S AND JOISTS 1-17 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, SnRRUPS ALLAGGREGATE USED W CONCRETE SHALL CONFORMTO ASTM C33. MAXIMUM AGC#GATE SIZE SHALL BE 3N'. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE C ANPERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Pb .1100 PSI AND A MODULUS OF PROVIDE SMIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY. 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LIPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 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. SVP #2' WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, 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 Z' CHAIRS SPACED T-O" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: U4 BAR - 25" U6 BAR - 36" U5 BAR - 30" U7 BAR - 47 PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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, 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 TPl/W TCA BCS1 1' 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 A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE F. - 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 101. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE 'WOR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT ATALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy . 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy . 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S, Fy . 35 kbl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKXI S APPLICATpN SITE TYPE I SPACING I REHMRMS I,2 PT WRRMG TO MASONM/CCNC. CASE ... EDCOL NNLI IIY LONG. S, GARAGEDOOR&AGM TO MASONRYA;ONC. SEE DETAx SEE— SEE DETAIL SEE DETAIL SGD.AL. EXT. DOORS —EINPDENEDC011 e'OIC WINWW/D —FASTENED GARAGE—SE-1 SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL IF PT, SEE NOTES HAIL IIr LONG. 3TAGGERED INTO NVISoNRY/GONG. TO MASONRYMANC. WWDOW BUG( CASE H4RDENEDCOIL B'OIC WINDOWIDOOR/ FASTENED uETAL STUP To CONTACT THIS ENGINEER FOR SPACING Ix PT, SEE NDTE6 NNLI+/Y LONG. STAGGERED INTO BwSONRY/GONG. NcONflY1CCNC. REQUIREMENTS E%T. SWAG DOOHI BUGI(3 PT,SEE NDTEB I- NO WASHER •TAPCIXf FpbTNEP +r OG /r Er6E0, a'ENO. rr EOGEOLST. NONGEAflING WOOD WALL TO CONC.SVB I/r° E%PANSxkI 4'ENBED 4-END W/WASHER BOLT SI QC DUST.. 3' EDGE DIET. 2a PTWWDOW BIICI( I90°PAFP21. B'OA: 4- END D6 It? PT TO STEEL COL., SEE D',Ay WASHER STAGGERED EDGE DUST NOTES I. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAR DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdea(gngroup.com AA M: 0003325 F h 14 h. O rJ C C _LLL N W f sunDiv. m LOT SILVERADO LOT #1 BLK #12 PROJECT# 04128.001-01121 MODEL' 4ENB "1751—NEUVILLE" GARAGE 31IT 7G: RIGHT PAGE: DETAILS 50 MPH EXP. BJ R SCALE: 1/4"=1'—OP' ET 9�s N 1