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Home My WebLink About6820 Wagon Trail St99 99 2t")05 04EHB -HAYDEN HOMES ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES DA`EJ 12602 TELECOM DRIVE, TAMPA, FL 33637 OF puft Tal: (813) 740-9720 Fax: (813) 740-9715!I/j } , • 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 -AUAL •ALOCAL AND STATE CODES -OCCUPANCY - RESIDENTLIL, GROUP R3 :CONSTRUCTION TYPE - VB •UK. INTERIOR nNISH - C= B •BASIC WIND SPEED - Vnit=150 MPH VBsd=I16 11PH •EXPOSURE - B •l-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE MFR. MANUFACTURER A/C AIR CONDITION Rac MIN. MINIMUM ADI. ADJUSTABLE M.T. METALTHRFSHOLD ALT. ALTERNATE MID. MOUNTED HOLD AMP. AMPERAGE MTL MET BD. BOARD N.T.S. NOT TO SCALE CL CENTER LINE O.C. ON CENTER CAB. CABINET PL PROPER B T TON CLG. CEILING P.B. PUSHBUTTON Cam. CLEAR Pit PHONE CONC. CONCRETE PIT. PLATE Crr. CARPET PLYWD. PLYWOOD CT. C.T. CERAMIC THE PR. PAIR D. DRYER P.T. RIER PRESSURETRFA m DBL DOUBLE R RISER RARADIUS D.G. DMETER RETURN AIR GRILL DIM. DI METER D. ARAG DIM. DIMENSION REF. REFRIGERATOR DISP. DISPOSAL RM. ROOM DP. DEEP R.O. ROUGH OPENING DR DOOR s.C. SOLIDCOREFXFDR D.S. DOWNSPOUT S.D. SMOKED, ECIUR DTL. DETAIL s.H SINGLE BONO D.W. DISHWASHER SHT. SHEEP EA. EACH SHTHG SHFATBING ELEV. ELEVATION SHWR SHOWER EQ. EQUAL, SIM. SIMILAR EXH. EXHAUST SL SLIDING EXT. EXTERIOR SL.GL SLIDING GLASS F.GJFX. FIXED GLASS STD. STANDARD F.G. FUEL GAS SWS SHE WALL FIN. FINISH SECTION FIR. FLOOR TEMP. TEMPEREDGLASS FR DR FRENCH DOOR T.O.C. TOP OFCURB FTa FOOTING T.O.P. TOP OF PLATE GA, GAUGE T.OS. TOP OF SLAB TYPICAL GAR. DISP. GARBAGE DISPOSAL TYP. TYPICAL G.F.I. GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE Gt. GLASS V.P. VAPOR PROOF GYP. BD. GYPSUM BOARD W. WASHER H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD BUR. HEADER WDW. WINDOW HOT, . OR JET HEIGHT WM WATER HEATER HIS UL INSULATION W.L WROUGHT IRON INT. INTERIOR LAv. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DATE DESCRWTION SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FIAOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATIONS "G" AfG-LEFT & RIGHT ELEVATIONS N PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLANa PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-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 IST RA LIVING II04 Sa FT. M F-It LIVING 1501 $a Fr. TOTAL LIVING 2605 6Q FT. 44RAGE 431 Ga FT. FORCN ELEVATION Ts' 43 Sa FT. TOTAL ELEVATION V 3005 6Ci. FT. BKIO PATIO eV Sa FT. STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN SI.lA-DETAINS PG SI.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LEFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG SSAA-DETAILS PG SS.IB-DETAILS PG SSAC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LEFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG SNl-DETAILS _ DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL IJABILTTY 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 WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBDITY 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. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 W ww.abdeskgngroup.mm L AA #: 0003325 4 h W �i d O R U d 0 a SZJHDIV. at TAT: SILVERADO LOT #8 BLK. #11 PROJECT# 04128.002-08111 MODZI. 4EHB " 2605- HAYDEN" GARAGE SWING: RIGHT PAGE: COVER SHEET %150 MPH EXP. B I"PRINTDAM 10/23/18 NsCALE: 1/4"=1'-O" 819EET C1 OENEUL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-IQ ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12. 3, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUTTHE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD DOORS NOT LESS THAN I A INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-16INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: 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 P MIN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE 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 4NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. sm woRlc 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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' T� 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24'AND THE MINIMUMAREASHALL BE8FT .SQ. PLUMBSG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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 P26032. EXTERIOR WALL COVI90116S 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 R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, V /' 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, 12' THICK, 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- 11A AND R703.7. &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 12' GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 Www.abdwlgngroupmom L AA M: 0003325 Irq 0 b c F IPUOAWT# xnmly. & IL071 SILVERADO LOT #8 BLK. #11 04128.002-08111 MODE1. 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: GENERAL NOTES %150 MPH EXP. B D TM 10/23I sQALE: 1/4"=1'-0" SiIEET GN 39'-S' 0 m '-4 V-4' II'-4' 8'-0' 20'-4' 39'-S' FIRST FLOOR PLAN SCALE: I/4• " 1'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED IUTN SOLID WOOD DOOR NOT LESS THAN Rb' (35m) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I46Y35mm) THICK, OR 20-MNM FIRE -RATED DOORS THE GARAGE 9HALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN ly'(I2.l.m) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS — SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 4i'(15.91m) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION - ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (&TH ED.) 302.1 PATIO 0 0 3092- 6068 BGD. (2) 3®52-OW EGRESS I 21'-4' 12'-4' I I DIlVIlVG BBDROOM#'1 ROOM I j jr1p�(; - e a' CLG. e'•a' cL� � ROOM — I a'-e• ct.� 3'-S' S'-S' �, 1 I � I I I A I ti (z) 2068 I p POST � �-� --- vIcclv � BATHE _ CLG. s �...�` m I 8� � B M I I I I 1 1 Iry I 2868 io I B i0 = _ 8'-0' I � 4'-0" 3'-S' 5'-4' 5'-S' 3'-4' 0 2868 Sc STAIR DATA 2® MM. 16 RISER � 154' g-SH ARCH B TREADS � 10' ISII _ � III FMclll� a POYOi GARA� e-e• cLG � - e'-8' tlt� 111 " m e'-g' CL� 0 III 3068 III W,�• III TRANS 2'-10' Ib'-0' '-10' • - cn� 10' (2) 3m52- a � � � e'-e' a w'-m• x 1'-®• ox e�r�� nEncsD•caoa�isla OPBN� r1011A1E 201E 1W Y'NMD MIO IBIMKf NDT1Pl: Fourim MIN. WINDOW 10 5 25/-39 CRITERIA EXTERIOR SWING is g 24/-31 DR MIN. CRITERIA SLsD. MIN. 41 5 23/-79 CRITERIA 16010 O.HD. 112 5 20.1/-22.1 BASIC HIND SPEED YPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT t 0.18 BLDG. CAT.=11, EXP.=B, MEAN ROOF HT. = 29'-0" PRESSURES HAVE BEEN SQ.FT. CAM'S IBT FLR LIV►Ys 11m4 8Q. FT. 2ND FLR LIVRiG 1501 8Q. FT - TOTAL LIVING 2605 9Q. FT- GAQAGE 43l SQ. FT. PORCH ELEVATION Y+' 43 8Q. FT - TOTAL ELEVATION NEW3085 8Q. FT. 8.10 PATIO 80 8Q. FT. MASONRY /FRAME WALL LEGEND 8'-S' BLOCK WALL UNO ON PLANS EIRG. NGT. VARIES S' BLOCK WALL UNA ON PLANE IB'-S' BIOG. INTERIOR LOAD ERG. uwLL ux0. ON PLANS 0 4' INTERIOR NON LOAD ERG. WALL UN.O. ON PLANS -ALL INTERIOR DOOM TO BE 6'-S' -ALL EXTERIOR DOORS TO BE b'-S' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4075 www.abdesigrgroup.com 1 AA #: 0003325 g V w y. 0 w 0 a: W�U sVllDIV. do LOT. S ILVERADO LOT #8 BLK. #11 PROJffiCTp 04128.002-08111 aaoaaL: 4EHB " 2605- HAYDEN" owlewcsla swlxo: RIGHT Pwas: FIRST FLOOR PLAN 150 MPH EXP. B AR NO 93723 J DATjM 10/23/18 // __2* R HALF WALL GEOIIRE TREADS TO STRINGER (2) LAYERS OF 3/4' PLYWOOD IW` CLAP AH U WR375 3' SCREUIS . EA OR 12) LAYERS OF 3/4' SUB 3/4' T40 SUB FLOOR UNTHREADED FLOOR MATERIAL RIPS FOR GLUED N SCFELLED O EXTEND TO EXTEND BEYOND THIC:IQNC86 10066 SOLID NAILM PER FASTENER OF SUB -FLOOR SHEATHING SCHEDULE 10'-0 3/4' 2ND FIN. FLR THE CLEAR SPACE BETWEEN / D 1 1/2 THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' e'-S EMRCa. NG7. HANDRAIL • 36' AS PER FBCR R311.182 FLR TRUSSES W/ 2X4 RE-IPFORCING / hkam NOTE: 42• H. IR WALL W/ 3/4, K / STTAM RISERS TO C4"ORM TO Pam&TH HANDRAIL ENDS SHALL BE CAP II MAX. PLATE / STAIR QAJ& EDITION(20n) MN. TREAD.w MAX. RISdR.T !/4• ww- RETURNED TO THE WALL OR e / I6R . 134- MAX. VARIATION INRSERS/IREADS ADJACENT TO OTHER 3MAX DJ TERMINATE INTO A NEWEL MN. IS TREADS i EACH /S• VARIATION N ANY RIBER/TREAD HANDRAIL POST. / / 10'• I- NOSING CIRCULAR CROSS SECTION DIA TO BE 1 3M' Q / S T O R IENT •-I/4' OR FLITY WIN ERS- IN. . GRABPAB INIOERB- MIN. •• WIDE d °a . / END NARROW END Hunt n• WIDrH . a• FRCM w P 3.2x12 SYSTRINGER RENFORCED WRX4 OFF NAPIROW END 34' MIN. HANDRAIL NOT. NOTE: 8 2!/ WKONT. BEAD OF NOTE, HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A J a m F e m / SUB -FLOOR ADHESIVE PL-400 OR SITILARE . •ENCLOSED ACCESSIBLE SPACE UNDER STAIRG, SHALL HAVE WALLS, UNDER STAIR DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A hiDIM. VARIES �- �+ O / EA HORZCNTAL MN SURFACE *0 ANY SOFFITS PROTECTED ON PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND 9 THE ENCLOSED SIDE WITH 1/2' GYPSUM eoARD&FMCR3m2T A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/0'. STRANGER SECUIRE W42d •'-S' OL / 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF TOP PLATE 9 V / FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 0'-0' FIN FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE " MA6 ae NAI�x4 PP.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER INTO SLAB WITHIN S' STRESSES- PER SECTION 16018.1 / F.B.C. 2011 OF EACH END. 32. Or- MAX (�A)BAR DETAIL B ARDTL. STAIR SECTION HANDRAIL SECTION D SCALE: 3/4'.I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 w .abdealgngroup.com AA M: 0003325 g w w 0 a h 0 a aunDIV Ae LOT: SILVERADO LOT #8 BLK. #11 PROJECT/ 04128.002-08111 MODEL 4EHB "2605— HAYDEN" GARAGE araxO: RIGHT PAGE: FLOOR PLAN SECTIONS & DETAILS 150 MPH EXP. B ARCFrTEOT 0 2 i ROurn A CM AR NO W37= pp.nrr -1 DATM 10/23/18 SCALE: 1/4"=1'-0" sptz= Al 3O52-SH 3052-SN 98 ♦, z ♦w w vim. �', � sm..' (2) 3052- N EGRE 4 ME 0 lowsm A, (2 2-SH - �c 5'-4' 12'-4' 4'-0' 13'-8' SECOND FLOOR PLAN SCALE. 114 . 1'-®' ay wa, . �•::::::::f :•-:.•".:::::: '.:. ,• �i G i r4 i♦i i♦i r1 / o ® r0 Oi i♦i • ♦ 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngmup.com #: 0003325 In h d O Ct avnaiv ac rror: SILVERADO LOT #8 BLK. #11 p120JSCT# 04128.002-08111 acoaaL: 4EHB " 2605— HAYDEN" Gwiewo8 aTInM'. RIGHT FAGS: SECOND FLOOR PLAN 150 MPH EXP. B ARCHiECT � 8TA7E OF ROFMA 0 2 fwLAw a neou"cw► AR No earls _j Dw10/23/18 ari88'r A2 SHINGLE ROOF FYPON 187C5D' DECORATIVE SHUTTER OR EdJIVAI-ENT IS'-S' 2ND FLR4, BEG. HGT. 6' RAISED BAND (TTPJ�R 10'-0 3/4' _ I 2ND FIN. FL- 8'-W BRG. HGT. _ I • ENTRYI$ `V I TYP. I 4' RAISED BAND (TYP.)-' 0'-0' FIN. R FL _ GRADE [MIN.) ----'—'---_------ ,L 26'-S' BLDG. HGT. FRONT ELEVATION SCALE: 114 " V-0' TEXTURED FINISH 12 OFF RIDGE VENT OFF RIDGE VENT --I, �6' RAISED BAND IS'-8' ND FLR. BEG. HGT. FYPON 18'X63' DECORATIVE SHUTTER OR EGIIIVALENT 4' RAISED BAND _ -0_ '-D 3/ 2NIDD FIN.4' FLR. $8'-8' CLG. HGT. `-6' RAISED BAND -COACH LIGHT _ 0'-0' FIN. FLR -0'-4' GRADE (MIN.) RFAOFATRC ism Sq FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 15A5 /300 = 5.28 VENTILATION AREA X SQ INCHES PER Fr.(144) ]ILEX SR IN. MN. REQUIRED VENTILATION = SX 76M IN UPPER PORTION OFATIIC - 3M4 S41N. OFF RIDGEVENDIATION AREA = 115 SOL IN. PERVEiT 3Ra4/M �TDTA OF VENTS REQUIRED = 130M hOTAL# OF VENTS PROVIDED - 4 *ARIA OFAT IC 1S THE PERINRER OFfHE HOUSE, LESSTHE OVERHANG EXTERIOROF WALL7D EIITWOROF WAANCIOVERHANGSINCLUDEM 2ND FLR4, 2ND FLR. BRG HGT T. I I } V } V2' T141M 2 COAT CEMENT PLASTER AFFLUM I I q r ~ CRPWZMT TO MASONRY I I 4'x4• GALv. 'L'-TYPE I I - FLASHING SET N ROOFING CEMENT 10'-0 3/4' 2ND FLR I I 10'-0 3/4' 2ND FLR FIBER'1A88 SFINGLEB OVER 90 FELT 2X6 GYP FT LEDGER UV FIN. FLR/BRG. HGT. --y --- --------------------- --' -- FIN. FLR/BRG. HGT. PAPER ON T/SWIN .SIEAT OM OR 2X6 GYi#EADED IBOD 37' 8'-8' CLG. HGT. I I 8'-8' CLG. HGT. V2' CDX PO LYUA D SECIIED FER OGB[ . 4 UTNW OF EACH --�------------------------- - --- -- -- HALING SCHEDULE END MAX SET N IMPPSON TOP OF MOLD CM HIGH STREWSTH EXPDXY ❑ a 2ND FN. FLU! [PER ELEVJ I I L8U-28 TTP. 1 I 2xb STP RMTEMS OR PIE-ENG'D TI®JIM i I [PER ELEVJ i I v L c0 ROOF SLOPE PER --�- I P]PL TNr' dR bEATHRG �� I I C4JSWT TO BE SECURED TO CHAN PL FOR SOFFIT 1 I 2X6 1110I6EIl5 UY Sd NAILS I I LU182i Uv'4 p ER FIN. FLR 0'-0' FIN. FLR TO LEDGER AND (2) IOdo 1 -4, -0'-4'GRADE [MIN.) ---- ------------------- -- -O'-4'GRADE MIN.) TO 296 JOIST 2X6 SYP R LEDGER UV 112'W THREADED ROD 32' OG. 4 WTNIN W OF EACH 040 MAX SET N 89 MOL4 HK7N STMV"TH EXP-MM •' MN EMEED. REAR ELEVATION OVERHANG DETAIL 5CALE: 1/4 . 1'-0' TEXTURED FINISH SCALE: 1/4 " V-D' IL441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 Www.abditWigroupxom AA 0: 0003325 h m Pi o 0 MO-BUDDIV. & HAT. SILVERADO LOT #8 BLK. #11 Pno"=T7p 04128.002-08111 MODEL' 4EHB "2605- HAYDEN" GARAGE 8WDfG: RIGHT PADS: FRONT & REAR ELEVATION "G" 150 MPH EXP. B Dw� 10/23/18 aCALS: 1/4"=1'-0" aI38ET A3G 0'-8' 2ND BRG. NGT. 10'-0 3/4' 2ND FLR _ FIN. FLR 8'-8• BRG- HGT. _ A ENTRY 0'-0' FIN. FLR _ -0'-4' GRADE LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 = F-0' TEXTURED FINISH ,`1BR-8' 8'2ND FL's. TT. R 2ND FLR. FIN. FLRIB�RCs. FKsT. _.6-8' BRCS. HGT. ® ENTRY FIN. FLR GRADE -(MIN.) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 w .abdes4pVoup.wm AA M: 0003325 h 0 R D 1 8><JHDIV As IA1`. SILVERADO LOT #8 BLK. #11 IPROJWTO, 04128.002-08111 1[ODEL• 4EHB "2605- HAYDEN" GARAGE SWMWG: RIGHT PAGE: RIGHT & LEFT ELEVATION "G" 150 MPH EXP. B F" ARO ECT MOM A. AW"CRA L AR NO 93723 A DRMT w10/23/18 SCALE: 1/4"=1'—O" 8HEET A4G ELECTRICAL LEGEND SYM. DESCRIPTION STANDARD DUTCH -4 -WAY DUTCH y{} -WAY DUTCH MMER SWTC 4 � BUTTON ISCONNECT T RMOSTAT -6 MGLE RECEPTACLE (MbW20-AMP MILE POLE) =0 DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET /HALF OF OUTLET RED TO SWITCH) 4%1� EXTERIOR WATERI-RDCP.C¢I RECEPTACLE (GROUND FAULT NTERUPTER) IDv =ADPLEX RECEPTACLE ® IOv DUPLEX RECEPTACLE (FLOOR 0V RECEPTACLE (4 URE CTOR) I-Q MOUNTED LIGHT EILMG MOUNTED LIG14T T LIGHT LOOD LKaHT SCONCE PRE-URE T FAN UTH LKTHT (I CFH PER SQ. FTJ aaa BULB LIGHT FIXTURE ama BULB LIGHT FIXTURE )32449Y IBUL15 LW344T FIXTURE ' TRACK LkSHTMG TTIC LIGHT UTH PULL C4AN ER CABINET L*WT ® 'X4' FLUORESCBNT LINT (RECESSED) m 'A4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) • x wTj O CESS L(E16-17 CESS LIG14T (VAPOR PROOF) ELM MOUNTED LIGHT UTH J-COX OPT. FAN L CTRICAL PANEL (FIELD VERIFY IDEATION) H(a -BOX (WALL MOUNTED) -BOX (CE(LMG MOUNTED) ILMG MOUNTED PAN B OENT FAN (I CFM PER SQ. FTJ .4 44OW JACK O IMCKE DETECTOR (CEILMG MOUNTED) ® MONOXIDE rED OPENER N JACK -E PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE-GONOTR UCTION FEETMG. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE AMC FAULT PROTECTED PER NEC 21CJ2(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • 015HIUASHER DISCAtJECT TO BE LOOKOUT IN PANEL • BATHROOM EXHAUST FAN TO NAVE MN CAPACITY OF DO CPM INTERI'IITTEHT PER TABLE M801A OF FBCR bTN EDITION f201T). • LAUNDRY ROOM RECEPTACLE SHALL BE GRCND FAULT CIRCUIT-PITERUPPTER FROTECTON FOR PERSONNEL ON FEEDERS) • UARING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • Al LAMPS SLIM. I. BT 11 R AND TS1b OF LKb1TING MUST BE ENERGY EFFICIENT TYPE PER FBL ENERGY faNSERVATIGN fREDIDEML4L ENER37 EFFICIENCY) 2a31T. bth EDITION R404J OUTLET, FOR VENT OR MICRO PAM 0 DMG I ILwm ROOM - - I PRE -WIRED CLG FAN b'-5' I I I I `J wl SWITCH IN CABINET OUTLET / TO 2ND FL. i i I I FOR DW / SWITCH _•_ I I I - GFI I I WI • 44' PAN. -- ARP. OPT-! GFI nl I m m PM III PRE -WIRED III / POj� CLG FAN III III � -1 11 .1 KEYLESS FIXTURE GPI I! GARAGE @B DOOR PREWIRE GARAM PRE -WILD CLG FAN ERMA AN A BATH I n I WH ZOLLARP AS FWa PER 9LDG. LM CODE 112 FIELD VERIFY Q METER LOC, ZGFI ., ATION OUTLET • 41D' AFF. I 21RCH Eel l :E�---------------------- -- WP Panel MAIN - A PANEL: e/ISwp rrt broetw VOLTAGE: 120/24OV-1Ph &AM 150Amp M.C.B FEEDER: 391 Cu THAN a i-VO Cu (0)in 1 Ire C. OR 3-a2AAL THM A 1-NO Cu(G)in 1 17 C. wb Pr wR wet 12tq/1 9eW1 weea m Pa1e wee u ID bae'v lbg4aw tAtvluG tao 1 w2 2 ID ..—Pw 100 9 s 4 s awe c.u. 40 2 R T e PANEL -A PANEL: 421ri bmd•F VOLTAGE: I2D/24GV-lPh NIAIN: 150 Amp M.LO. FEEDER: 3-21 W TMAN A 1-96 Cu (G)In 1 IW C. OR 347AAL THAN 6 1-N6 Cu(G)In 1 10C. eehe Pr wV mm OnHel CMeJI Wtl me M Pde wn .12 1 ID 9sIl A.A 16 t 2 4 ®Oe Rw�P 90 2 B e12 1 m eR 1 ID ORYApp w 1IDe a e 46W 14w E 2 ne e12 1 ID 7 e t12 1 ID Qn- AFO 'am !m a 1. 1ID0 O On ID 1 .2 — 1 ID B M W /2W 11 12 16oe 0— OR ID 1 M2 Nt 1 15 IIYAM us tf t♦ smo Oyw01 ID 2 mo sN 1e 1m� m.m wFO n 1e 1e 17 19 1740 -OR w 1 012 9N 1 1s BDa OOAFCI eeoI to w !pep De GF1 w / C2 sM 21 a 132] (I.yalEmiv WLRs�Ytl®AFp ID 1 e12 eM 1 16 m 10/oNew WMO 2e N ooe &i APO 16 / t14 m 1 1s eeeea 169 A m ID O OwRrlei•weAM % 1 M4 M 1 15 6Jmwetl me46RBf L _ aD 27 2e I= w 1 M2 .1 1 M 3/ N 1 .1 33 N fe b A E w x s a1cA21.u. rrterr aWAw We, Asa w 40 41 42 Spa isJ mimwtl eRmre9w2wiwafM t1eR 2ioR Ls0 m41w.Y ielw wAAter/PM ecn. ABBREVIATIONS: Wa: AIC FNILTCRLTIIt NIEARAIEIi IIG HONf.0o1p0IXFU11D O1: GR FA11LTwIFAR1itER •rr eadlugwem aw.Ree4m, 42Re ' Riw lWeoruRw HeN fOwo yr w49% 14w0 wrw'c lwe tmR LOAD CALWMTNNI w BASED ON MC NON.COINCMMT LOAD wnswelsalslr fens /2w 14Re Hwmmi Lynim a nx cw Lwc T911 A11; FM1 260E OmN lfe aRw 3Wl R.i 7615 3 et8 Net100% /95 8D10 FIROADE "AD CIL THIN • FS CU N 2' OCKNAT OR e L, %0 ATHIN • RAG CL N 2• COFOW. (CONDWT TO Tlw41A1E A SOVe eOFlT 9 OV6044MOx LIGHT 150 AMP ELECTRICAL RISER NOT TO scALL Tom+ 8E1w= 01e0OW41= UT04 AND deN RAL NORD: M ELECTRIC MEIER N A ELECTRICAL MATMA" AND MTALLATICNO ONALL mm w E4CLONNR• COnR.Y Ulm mul=MCAL FROWNONe OF THE mQ&Aw n) LOCAL COOCe. AND ALL LOCAL rVAX FIRST FLOOR ELECTRICAL PLAN �C of TYRE T1sNfnam UNLESe SCALE: 1/4' a P-0' '4MO otw wxw TELERCIE alRNCE POJER CQFIMIY TRANlF01•iR e21wANr.T: EOlT9R NTERSYSTEM EOlCM TE•1NAL AT LOW WAOR WLTASE Cd94ECT1LtE ELECTM: L BRV newAso 1u 1.1 9 =' M (aU IN y� 1 V CU SERVICE MOUD CON ECTI D TO ELECTRIDAL MXLF 9 P VC C40 ! � CORER V N I C04CICTE ENG1e® FOORR SRIL FER 1210 DIA SGEgL. I e• PVC CCNOX OR PVC ! E,0=11Wµ FROV16400 OF THE B Q&" RA• ALIMNa'1 [AN N Y qA eO.tDILE •• PYC l CONDUn UNL M eEWOR E PROVIDED DY THE ELECTRIC COMPANY. COOPW HATE UTH THE ELECTRIC S/S•' DU X • FT LCNO COPPER CLAD dPkXNO ROD COMPANY PRIOR M dD. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 WW Abdesigngroup.com AA #: 0003325 h O� Y O d 0 3XMDIV. AI: LOT•. SILVERADO LOT #8 BLK. #11 PROJECT# 04128.002-08111 MODEL.• 4EHB "2605— HAYDEN" GARAOE SWEWG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN %150 MPH EXP. B DAT j& 10/23/18 SCALE: 1/4-=1'-0- E1 ELECTRICAL LEGEND 6YM. DESCRIPTION �& TANDARD VJTCH -WAY SWITCH -WAY SWTCH IM'ER SIUTCH H9 BUTTON ISCONNECT AT CEPTACLE (12SV/20-AMP LE) IfE EX RECEPTACLE EX RECEPTACLE (EQUIPPED ND FAULT R/TM'PER RESISTANT TYPE) IOV DUPLEX CUTLET (HALF OF OUTLET )RED TO BUTCH) ERIOR WATERPRCOP/GFI CEPTACLE (GROUND FAULT TERUPTER) ImN CUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR TED) 20V RECEPTACLE (4 UARE GTOR) MOUNTED LIGHT G MOUNTED LIGHT ENT LIGHT qamBULS D LIGHT SCONCE PRE -WIRE FAN WITH LIGHT 11 CFM PER Ga FT.) LIGHT FIXTURE B LKa4fT FIXTURE B LIGHT FIXTURE RACK LIGHTING. jl=�=.4' LK�4T WITH PULL CHAIN R CABINET LIGHT LUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) • LIGHT LIGHT (VAPOR PROOF) MOUNTED LKaHT WTH J-DOX T. FAN TI PANEL (FIELD VERIFY IOW(WALL METER (FIELD VERFT MOUNTED) !CEILING MOUNTED) ICE MOUNTED FAN AN (I CFM PER SO. FTJ JACK DETECTOR (CEILING MOUNTED) X DETECTOR ) KRT NOTES, • LOCATION OF TV JACKS ( PHONE OUTLETS ! PANG TORE VERIFIED • WOME004ER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLE6 N ALL INHABITABLE ROOM8 TO BE AMC FAULT PROTECTED PER NEC N 012(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISMASNER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M1501A OF FBCR ,Td EDITION (2011). • LAINCRT ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOUR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(BX2) • ALL RECEPTACLE TO DE TAMPER-RE818TANT TYPE . e1 i erlr g auel i D BY I r� AND 8x OF LIGHTING MUST BE ENERGY EFFNCRENT TYPE PER F13G. ENERGY CQJBERVATION (RESIDENTIAL ENER3T EFFIGIE)JOY) 2011. 6Ut EQIL12tl. B9�4.t iI ----------- I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4• . 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 w Abde Wngroup.wm L AA #: 0003325 k �J W 0 O aLJUBDIv. Ae LOOT. SILVERADO LOT #8 BLK. #11 PROJECTIP 04128.00 -08111 MO I. 4EHB "2605- HAYDEN" GARAGE al►IIQG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B DRINT w 10/23/18 SCALE: 1/4"=1'-0" DIEM= E2 I I I I I I I I I I I I I I I I - I El I 9 - v ® LF I Zp I I II I III --------- I O III I I II IITUM/10 I I I I I I I = e---=-ii-== -i -- `t I._5• ,_3' A ---------- - OPT. I I REFi rt �0 2' VrR III � I III 14• m m III B m I .9 2 2-1 -iQ LdV 2' VNt III - 9 j we 2 ul m iN a 3 2 I � � 1442 sww I I 1 vl I I I 1 va 1-14 } ano VENT I � v - - - - - - - - - - - - - - - - - - - - I V I I afore 2' Vrl! ------ 2. 3- CO 3 Tm FIRST FLOOR SECOND FLOOR 3. 2- PLUMBING PLAN PLUMBING PLAN M N SCALE: 1/4 . 1'-0' SCALE: 1/4 " P-0' PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 T h ro e w c i BUDDIV ec LOT SILVERADO LOT #8 BLK. #11 PRoJECTp 04128.002-08111 MODBI.: 4EHB "2605- HAYDEN" GARAGE 9WWG: RIGHT PAGE: PLUMBING PLANS %150 MPH EXP. B L AR NO 93723 i D - 10/23/18 SCALE: 1/4"=1'-0" aiIEET P1 HVAC NOTES L ALL DSCWADMCA- EOLMMIDIT &MLL W ~VC)ED UTN PROPER CILEARANCE. FOR UWAGM FM MSS. REOIMISD M4rA 2. ALL DUCT SYSTEM NSTALLED N NON-CAICRIONED AM" MAIL of C *4WMVIGTID GF A VALL E OF NO LIMS THEN WO RATNSL ALL OR" ODMLL W SEALED IM GLASS FAD • MAWM AND N6TAUAD AS FM FOG STW EDRIOM (20n) MSCWANIGAI. OLCXL CODE SECTION "M A ALL FLEX DUGTO $WALL M APPROVED UL W CLAM 1 AR DUCT AS PER NFPA 20A 2-JU 4 FME<ON AR INTAKES fiW&J- I ED LOCATED CLOSBF TWAIN W FT. FROM ANY CWF!!Y OR VENT OUTLV OR SADOTARK OEWER VENT CUTLET L ALL EXWAIIST AND OUtMDE AIR MW OWN fiM.L OE CQ'MTFAWRID M OMOOTN GAL.V. METAL. OR OTWR MATERIALS AS PER PEG 61W EDITION nW) M11CWANICAI. CODE OECTION 6M A. 194CL.ON D OUFFORT M ATFOW S MIALL WE CODNTRUGTED N AGWRDAPICE TO POG *TW EDITION (20n) f EQiWCAL CODE A:OS) T. SATWROOMIS CCNTAWO RAT1iTIMs4 SNOYMLIM. SPAS AND SIMILAR SATHM PDMMMS SWALL OE M OCHAINIC -LY VSYTED N ACC0I10M4CE WTTW FOG STW EDITION (20n)1 EtC"ICAL CODE SECTION 46L a ALL Wd4A NTED MAIM NO". 04ALL WAVE Wit -Off DOORS FOR MAKE-W AR TO BE IETU!!!D. TO EQUAL AN EXWAUSTED. 4L ALL FM RATED CMLHW AND WALLS IN&L NAVE AN AFFROVED FM OR FIRE/MIME DAI'MM LOCATED AT CEILMS OR WALL P6:EIRATION AND OE SLMVED WITM ACCEOS DOOM TO RESET DAMPER ALL DA " M OFLN.L LM NSTALLED TO MP06 RECO'TMCATIONS AND FOG STM E0MCN VMM) MOCENNICAL CODE SECTION SO'L W. GI ILLSB AND OPNI11 RS SWN-L OE FROVOW WITH SALANCM DAMIRIM n 04"M OOMTER TO OE A PAWN04 OM WOOSTER PAN OR NCUAL. PA TEOII OW W DRYER BOOSTER CAPACITY " LOIAR FEET WITH MAX. SIX ELSOWO. ATTIC LEGEND ® OIMTLY AR DM'RMEI! Ea RETURN AIR 611LL ® GM -WALL OR I WAY DMVIER — SOLO LINE- OUFFLY TRUNK — OR0M LW- P&rPJW 111111NG 1 SALANCNS DAMYR OR OW 0 CE1-N6 EXWAIMT FAN CEILM Md"*T FIN 4 LWff OrA OUTOIDE AN m 748W"STAT L9 PAM-TFM AR OALL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAMS EXTERIOR WALL AIR RETURN I I DrN & FROM DING FQ� �ABOVE ------- m II _ I I II 12XI2 II 14X6 "' II PASS I 11 THRU J I -------- II -- - - -- - KITCHEN i 12XS BATH A2 SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER- UY (2)-3/I6'X2' TAPCCNS UNIT Ot"SON WB ROLL STRAP y OR EQUAL AIR HANDLER = = = = O EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE OXS m4 \� SECURE STRAP TO UNITS (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB � I } 1 8' S/A FROM 4' CONCRETE SLAB 08X1 1/4' BHT. MTL. SCREWS T REFRIGERANT LINES TO \� III 1 ABOVE CONDENSER UNIT PLATFORM TRAPCZNDRAINSING WIT TRAP DRAM LINE AND TERMINATE GARAGE MAN APROVETI DRAM, A9 PER �'—/ CONNECTION TO PAD FBCR 6TH EDITION (2011) l�l' — NOTE: MAIN COND. DRAIN 3/4' DIA. MECHANICAL BLDG. CODE SECTION 3012.4 III III FOYE> OVER HEAD - 12- FROM STRUCTURE HYAC DRAINS III SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK C.O. PLUG BRASS PLUG FITTING OR EXTENSION 70 SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 560W INSIDE SERIES NICKEL BRASS TOP CAULK P.Y.0 OPTVSPEC FLOOR SLAB CLEAN -OUT (TYPN� FIN. GRADE OR PAVING SEE SPEC. 1'-&*W CONC. FITTMG OR EXTENSION TO SOIL OR WASTE A9 REQUIRED nEXT. GROUND CLEAN -OUT (TYPN ) GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abde Igngmup.mm AA #: 0003325 rn V 0 w 0 SUDDIV. Ot L02% SILVERADO LOT #8 BLK. #11 PROJECT# 04128.002-08111 MODEL: 4EHB "2605- HAYDEN" GAPAGE EWnM: RIGHT PAGE:: FIRST FLOOR MECHANICAL PLAN %J50 MPH EXP. B WAATE OF FLC1Ti�A C 12 FRIUM AL. M AR No W7= DATE. 10/23/18 SCALE: 1/4-=1'-O" SIiEER' M1 il L---------� SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 " V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 WwW.abdmkgngroup.eom L AA A: 0003325 h V B W O a 4 Fe G avHDIV & LOIN SILVERADO LOT #8 BLK. #11 PROJECT/ 04128.002-08111 MODEL: 4EHB "2605— HAYDEN" GARAGE SWMWG: RIGHT PACE: SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B l 5PAO A A�OUgiACRA L AR NO 729 J DATE:rpluNT 10/23/18 8CALE: 1/4"=1'-0" BHEET M2 2X4 TOP PLATE MIR FLR PL PRE-FAB TRUSS 1//' GLG BOARD V2' DRYWALL T• r 2X4 WOOD STUDS 024' or_ V _v FIN. FLR .Nwj o: a i uva uv PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. D 1 SCALE, 3/4' • 1'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ CN I}' OAJ& SHEATHING OR ;'CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS TTOY�P4 MTL. DRIP EDGE 2x FASCIA PERELEVATIONS VENTED SOFFIT IFS' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR .5/8' GYPSUM Ek OR 1/2' HIGH STRENGTH CLG. BOARD W DIA SLEEVE, DO NOr CUT PE BOND BEAM NOT CUT SOLID GROAT THE BOND SV (U- b BEAM (2) COURSE - REBARS 2A PIPE THROUGH BOND REAM SCALE, 3/4'4-0' — FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER i SECTION R905.1.1 ON li' O.SB. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE -tyyyyXyyyyl,&, PERELIEVATIGN STRUCTURAL SEE ENERGY CODE FORMS Ft7 PRE-ENG TRUSS INSULATION R-VALUES PREFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4J INSULATION VENTED SOFFIT WINDOW ATTACFMENT AS PER MANUFACTURES r—SPECIFICATIONS - i r REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OG H El I/1' THICK, 2 GOAT PORTLAND g• C.pU CEMENT PLASTER APPLIED I/1' GYP. WL. ED. � .. DIRECTLY TO MASONRY 0'-0' FIN FLR a. 4 m. 4: n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE; PER SECTION 906.1.1 - FOR ROOF SLOPES 212 TO LESS THAN 412, A (-)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'.P-O' IS REOUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 675'1 a- ' ICRbULW . ata I 2B GAS LINE THRU BLACK ..••• ". vr.r.r FIBERGLASS SHINGLES OVER �30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON lk OU?,B. SHEATHING OR k 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 1/2' THICK, 2 COAT-L— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR a' cm 1.-0. TYR OH. - III :�i!4�000uT,40�00Q��4�� MOM JAMB FER pRppULT GALV. RTSLL OJBiEAD CXXM APPROVAL Ra. vgmm L �� B7 O%e t PA TINE SLON TRAM O TO Room IV p4mo BRAaQtR A PRO ue APPROVAL APPRD.•AL IE4 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'=1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON J' O.SB. STIFFBACK AT ALL UPRIGHTS SHEATHING OR;' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I.-®• FASTENER SCHEDULE �-PRE-ENG U0. TRUSS TYP. MTL. DRIP EDGE PER ELEVATION O.H. 2x FASCIA PER Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE -ENG. LADLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED SW GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH C-G. BOARD STRUCTURAL DETAILS R-4J INSULATION 1/2' THICK, 2 COAT WINDOW ATTACFMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY FERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. • cm �— IUDOD BASE n W/ WINDOW OPENING h 0-0' FIN FLR B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL 1 SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .andmigngroup.wm AA 0: 0003325 g w a c E° a SxhoDiv. Ae LOT,. SILVERADO LOT #8 BLK• #11 PmoJ=Tp 04128.002-08111 MODSIt 4EHB "2605— HAYDEN" GARAOE SWING: RIGHT PACE: DETAILS 150 MPH EXP. B ARCHnECT: r ROLA D A CRA AR NO 93 23 Dw10/23/18 15Cw7.E:1/4"=l'-0" slim 'P D1 FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON J' 0.58. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. Ep R FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' OSJ5. SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. EL 24' CZ. MAX LEVATION 24 —MAX. T LEVATION METAL DRIP EDGE —METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x FASCIA PER -0' CODE FORM' 2x FASCIA PER _ CODE FORM. ELEVATIONS O.A. 5/8' GYPSUM BOARD ELEVATIONS ON 5/S' GYPSUM BOARD TYP. OR 1/2' HIGH STRENGTH TYR OR 1/2' HIGH STRENGTH CLG. BOARD VIED CLG. BOARD VENi'EIT SOFFIT Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP -4.1 MSUL. REFERENCE REFERENCE I I STRUCTURAL -4.1 INSUL. STRUCTURAL m a J W � g a > W WINDOW ATTACHMENT -� AS PER MANUFACTURES SPECIFICATIONS REN<E STRUCTURAL 3/4' T 4 C.SUBFLOOR GLUED AND NAILED � 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK. 2 COAT K g GLUED AND NAILED 1/2'THICK, 2 COAT i0 SCHEDULE PORTLAND CEMENT Q w AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED r l DIRECTLY TO w DIRECTLY TO MASONRY R SON MA k;NRY w m R IX2 FIRE -STOP IX2 FIRE-STOPTPVLEVATICN SEE STRUCTURAL— SEE STRUCTURAL LEVATIONIrELEVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HKsW STRENGTH BOARD CLG BOARD ER LEVATION IX2 FIRE -STOP DC2 FIRE -STOP R-4.1 R45UL- R-4J IPL9UL. WINDOW ATTAO-MENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/1' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED IX2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.G. PLASTER APPLIED MASONRY V CMU DIRECTLY TO BTR• 24' OZ. MASONRY 1/2' GYP. LLL. 50. I/2' GYP. WL. BD. WOOD BABE WOOD BABE IX2 FIRE -STOP IX2 FIRE -STOP a. e �E nRApE L L� W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 ww .ebdwkgngroup.eom AA M: 0003325 h w 0 0 aUISDIV. AC LOT: SILVERADO LOT #8 BLK. #11 PROJECT# 04128.002-08111 1[ODEL' 4EHB "2605- HAYDEN" GARAGE BVIMG: RIGHT PAGE: DETAILS 150 MPH EXP. B 2 Iq A-,, ) R�A. A9C"CRA AR NO W723 J DRDIT A 10/23/18 aCALE: 1/4"=1'-0" aIiEET D2 A -BOLTS 4' EMBEDPEHT MN 0 EVENLY FROM FLOOR TO L7 �4� ■'B� Li mmmmm� � mmm� 61cEe. 2X6 GARAGE DOOR BUCK W/ (S) ® )1'X8' A -BOLTS 4' EMDEDMIT MIN. V 2 W'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR N JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF IN DOOR HEADER WKD)1'XI' J-BOLTS 4' EMBEDIMENT W/ 2'W'XK' UA48FER AND NIT. OR lun.e.. 1 IE MANFACTURER'S INSTALLATION MTPWCT104S WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4GYL V4'•rT 8' CMU IS' DRYWALL I'X4' OR I'X2' P.T. NAILER a IX4 P.T. OR % X4' MIK SECURE THRU FRAME 4 EXTEND IY4 INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE J45 MIK HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 ABi 1DOR TO BLACK +9 4 OR +5 4 SCALE: RTA 2X4: m SECURE TO BLOCK LLV 1)(4' TAPCONB OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3W MIR EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 18" =. MAX SPACING. 2X6:me SECURE TO BLOCK WR-')W TAPCONS(MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT I W)WITHIN V OF EACH END 4 8• cm O.C. MAX SPACSJG. J¢' DRYWAL WR TAPCCNS CAN. SHANK SIZE .148 MIK HEAD SIZE 300 DOOR MIK EMBEDMENT I Y4') WITHIN 8' OF EACH END t MANUP R CASING JAMB OR WINDOW TO 2X PER ACTURES DETAILS. IS OG. MAX SPACING.-1A NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4,) DOOR JAMB TO BLOCK +1-1 2' T►INUCK +1-1/2" TO B " SCALE: N.DONT9. 2X4sm SECURE TO BLOCK W/ t)(r' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 900 MIN. EMBEDMENT 14') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB• OjC. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbttm SECURED THROUGH SECURE TO BLOCK W/J-Va' NON-STRUCTURAL Y.- TAPCONS TAPCON MIN. 1-Y.' (MIR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -%M , dhU MIN. EM' BEDMENT I Y4') • DRYWALL 1WT14N 8' OF EACH END 4 I8' O.C. MAX SPACING. ❑ 'X4' OR 17Q' P.T. NAILER 2X8:® SECURE TO BLOCK W/2-yol FA;T; TAPC.ONSCASING(MIN. SHANK SIZE .148MIK HEAD SIZE 300 JAMB ORWINDOWMIN. EMBEDMENT 1 Y4) H TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 10" Or— MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-15 18" c 1BIDOW TO BLACK +1-15/ 8" SCALE: KTA 2X4.m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 10' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGFI SECURE TO BLOCK UM2-Vol NON-STRUCTURAL'J4' TAPCONS TAPCON MIN. 1-)4 (MIN. SHANK SIZE .I45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. cm 8' OF EACH END t }1• DRYWALL IS' O.C. MAX SPACING D I-X4" OR I-X2' P.T. NAILER SECURE TO BLOCK W/2-Y,' OOR CASING TAPCCN8 (MIR SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 129 1 TT AGH TO 2X PER WITHIN 8' OF EACH END 4 MANU-ACTURES DETAILS. 18' OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4") DOOR JAMB TO BLACK +2 1 4" WINDOW TO BLACK +2 1 4" ALE: N.T . 2X4= SECURE TO BLOCK W/ INn' TAPCONB (MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE, STRUCTURAL 2X W O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb® SECURED THROUGH SECURE TO BLOCK W/!-W.'NCN-STRUCTURAL V TAPC," TAPCON MIR I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 �14:X4' OR 17Q' P.T. NAILER 18' O.C. MAX SPACING. ❑ 2XBs>n SECURE TO BLOCK Wrd-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. rnn. wy w �e ro rwRa�s nw For oa®Y� DOOR JAMB TO BLOCK +3" I la E SCALE: KTA. 2X4m SECURE TO BLOCK WV i(4' TAPCCNB (MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MIR EMBEDMENT I A-) WITHIN 8' OF EACH END t NOTE. STRUCTURAL 2X IB' O:C. MAX SPACING. MUST ISE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/2-V.' NON-STRUCTURAL fib, TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y1 J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 B, CMU IS' OL. MAX SPACING. J(j• DRYWALL ® D I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2- 2ND 2X SECURE TO TAPCCNWMN. SHANK SIZE STRTURAL MEMBER [Wlt2)Cl2,d .14g WITHIN 8' OF EACH MIR HEAD SIZE 300 END 4 6' TO 8' OJi, MAX MIK EMBEDMENT I Y41 OOR CA8ING WITHIN W OF EACH END t DOOR JAMB OR WINDOW 18' OL. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" F e +" ALE: N.T . 2X4= SECURE TO BLOCK W /4' TAPCONS(MIK SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN W OP EACH END 4 MIST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL t/4' SECURE TO BLOCK W)1-1/4' TAF'CON MIN. I -A. TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 MIR EMBEDMENT I Y4') • DRYWALL 8' OF EACH END 4 W O.C. MAX SPACING. I'X4' OR 17Q' P.T. NAILER 2X8t= ❑ SECURE TO BLOCK WA-1/4' %' 0.8.6. X 4' MIN. TAF CONS (MIN. SHANK SIZE .145 CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER to. O.C. MAX SPACING. MAKFACTU4IES DETAILS. Nolte FM Al MmGtD ro.uee.4M loo Mer O®Y) DOOR JAMB TO BLACK +3-7/16" 11WDOW TO BLACK +3-7 6" C' SCALE: RT.& 2X4ae SECURE TO BLOCK W/Y4 TAPCONS (MIR SHANK SIZE J45 MIR HEAD SIZE 300 MIR EMBEDMENT IY4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64 SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) 8' cm WITHIN W OF EACH END 4 Yj' DRYWALL IS' O.C. MAX SPACING. I'X4. OR I'X2' P.T. NAILER 2XStm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAFCO S CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. B 18EDMENT IY4) pOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACM TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/ " 1RNDOlf TO BLACK +3 3 4" H SCAL . N.T.S. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwabdesWngroup.com AA#: 0003325 h W 0 R w E aysDry (k LOT: SILVERADO LOT #8 BLK. #11 FROJSCTUf 04128.002-08111 IMdODSL' 4EHB "2605- HAYDEN" OAIRAOS STIEN0: RIGHT PADS: DETAILS 150 MPH EXP. B aA NO D � 10/23.118 aCALS: 1/4"=1'-0" alfmw D3 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 62233 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 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 R.142S3.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 1S217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 182402 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2029 FL S678.14 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.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 107582 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 W31/2018 FL 7006.4 KO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 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: 10/04/2018 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 h V V d O a c a avBD:v ac LO SILVERADO LOT #8 BLK. #11 PROJECT# T: 04128.002-081 1 MODEL• 4EHB "2605— HAYDEN" GARAGE DTFMG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B 7 KUM A PIUNT DATE 10/23/18 SCALE: 1/4"=1'-0" SHEET D4 OLWLDWWIO- OL wLQ •taro - M. A L aeue•Pr. e x CMAM-M.c OLA"NMM•Pr. A x ePcuc • n. e A :m e ® LfAD•rM1O•R.A x osAsn • rt. e x aaAN • Pr. c 4/Qo Pr. c dM WE e ru n. c rants ernrarrLA� s� r 0 eoncn RMRC Wlm! T16Mr MAL NOA. QQ tm W. ® KICKOUT DETAIL CK 3 COAT OlrlW RER 4"t"A yr f COAT R PLAer6R (cm LAYER 1. PoNnPo ER )WG PAPER ~n oars LAYER t CO &RA-mm ! a.-Y) ATOM Q OULU" e!P SOW WLL.n rt,aot eraP or<r1 I a �rw,re ae ou IN !)(IeeOR \ ss au� rLAeen �� n.•ern ns �. � s wav" TWffW (Wo OR titlQML .r.N°n eOTTa1 Qrp moop . wrewecrnr. WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOFNIALL SCREED _Z 5'X5' 'L' TYPE CONTINUOUS L GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) r+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.TS. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER - • - - - • - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-541-01% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeslgngroupxom L AA #: 0003325 J R b h a b O h c a sUDDIV at Lom SILVERADO LOT #8 BLK. #11 PROJECT* 04128.002-08111 MODEL 4EHB "2605- HAYDEN" GARAGE SVfMC' RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXPR B m LEGEND DRAINAGE PLANE (WRB LAYER *I, 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 R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER So. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP A SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' - — — F- PIPE THROUGH - - WALL 1 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SF'E1' BUILDING PAPER / UNDER 'QUICK FLASH' A VENT PENETRATION SCALE. N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENINGS IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHINGS APPROVED WOUSEUIRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-I BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS I r) 5TEF S STEP #6 OELECTRICAL RECEPTACLE LONALD REAGAN BLVD.WOOD, FL 32750 407-7746078 : 407-7744078 bdesigngroup.com A #: 0003325 e h d Q a d 0 a Ip BUMIV. 4SILVERADO LOT #8 BLK. #11 ImoJECT/ 04128.002-08111 HGDEL 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B "b I A DA 10/23/18 SCALE: 1/4"=1�-0" SI�ET �IUA2 LEGEND DRAINAGE PLANE (UJRB LAYER "1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING k2112"k COMER BEAD (FASTENER 4 SPACING a V O.CJ CMU %* THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774 4078 www.abdesWkg ooup.com AA #: 0003325 h b V O h 4 3 9umly. Ae IAT SILVERADO LOT #8 BLK. #11 PROJWTp 04128.002-08111 MODEL• 4EHB "2605- HAYDEN" CAliACE 8MMO: RIGHT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DA M 10/29/18 8CALE: 1/4"=1'-0" SFKEET WA3 WOOD GONBTRUOTWN CEYO D 0100D SWEAT14M WDA etl�ER I,iESSUVE MATHER M616nveOLARR X 9 Y,' LAP 81DWG / / \ LP- HEMP46 `'REVEAL / FLAE x 6 L PLAMWER s \ ueeae a �eren� BTARfER STRIP / \ \� -;z W&STNE DMOWM DO NOT CAULK OR I I \ \ .. �/ 6' WLF-A0 EP*4 — ---- FLABHM — 6ALw MTAL OALV"D PETAL W FLAaHWG 'Z' FLABHWC OR I_y� X61EDR �\ CAGM / 6VULATED I IIIOID TRP'EEMMM OR APPROVED MALANT SIDING TO STUCCO OEAQ.� ® BLOCK TO FRAME TRANSITION 9 NOiE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / A5TM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (UURB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — • — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWAgroup.com AA#: 0003325 h e I; rq 14, F a 91jimm 4 SILVERADO LOT #8 BLK. #11 Pl�OJmCT/ 04128.002-08111 MODZIU 4EHB "2605- HAYDEN" GARAGE awndo: RIGHT PACE: WALL ASSEMBLY DETAILS %150 MPH EXP. B ARCHITECT: ig NO EC M D = 10/23/18 SCA* M 1/4"=1'-0" sliEw WA4 00 1 1 1 1 1 I I 1 \ —2x6 SUB-BANb W/I'x4' NOTCH S END, WRAPPED IN PEEL 4 STICK FlPTzffai:Fm—_-*4 l/8' TEXTURED FINISH 0 WOOD 1/2' TEXTURED FINISH ® CMU METAL FASCIA WRAP Ys' FROM STUCCO, I' FR WOOD WALL / OM 1� I\ I\ I\ I \ 1 \ \ \ \ \ EXTERIOR WALL \ (FRAME OR CMU) \\ �\\ NOTE: NOTCH FOR 2X6 \ \\ SUB BAND ONLY ®ELEVATION 1/8' TEXTURED FINISH • WOOD, 14* TEXTURED PHSH • CM! METAL LATH METAL FASCIA WRAP WO� SHEATHING. IURB LAYER h, STUCCO WRAP(FRAME ONLY) — UIRB LAYER 42, FORTIFIBER BUILDWG PAPER (FRAME ONLY) 2X6 SUB DAND ROOFMG CEMENT DRIP EDGE © FLAN E3 METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) �4� �VNOT DRIP EDGE, I'OFF WALL INTO STUCCO) ®iPLAN A �1/8' TEXTURED FINISH / WOOD, In' TEXTURED L :. FINISH ® CMU / 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL A STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT A WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/126 NAILS V-8' O.C. MAX. 2x SUB -BAND WA4'x4' NOTCH A END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL (5) WALL WIKICK—OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 9 END, WRAPPED IN PEEL t STICK 'ROOF CEMENT 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. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/L¢'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-7748078 FAX: 407-77"078 w .abdesWWgmup.com AA 8: 0003325 E 0 u d 0 F e'umIV Ae IAT SILVERADO LOT #8 BLK. #11 Pit0imTp 04128.002-08111 WODZIU 4EHB "2605— HAYDEN" GARAGE S7IMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B DATE: � 10/23/1e DCAL 1/4"=1'-0" SHEET WA6 -i TEio I I 4" CONC. o. SLAB 3 oww w 1 r — — — — — — — F M -18 X 18— I 101-W 11'-8" 15'd" 2'-8" 4 I Ix I H x I` TOP OF 71 rn � LL 4 SLAB LL UO I I W 20'S" T-5" w 9 �-IZ cw-1zx12 �' I ti A Lis--- e I 11 o 0ii o 1. I 011 u z CWC-12x,rb x wng — — NIIN O R / UP TO 2ND FLOOR 4" VCJ O a (FIELD VERIFY 8 C I I ii w ` EXACT LOCATION) I 1. j ` I� T O I SLAB R = 9'-5" 9'-3" 9'-0" 2'-8" 0 o , _ x #3 TRANSFER STEEL m I I I I 0 24" O.C. MAX N I � 2 � � 0'-0" FIN. ELEV. FINFIN. CO�NC. SLABS.. I ml Im ,1 1 4 61 m ILL A I L — FM-16x18 mmn Im 4 4 o m I FM-16x18 8LA6 FM-16X18 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. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LANE AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" 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 WINDOWNDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWNGS FOR WALKWAY SLAB LAYOUT. 11.EINDICATED #5 BAR, UNDICATES #8 BAR, EDICATES #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 ALLALLOWABLE SOIL BEARING CAPACITY OF 2,ODCPSF. 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 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (JOW PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" On MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 616 W7.4—.40VER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3T LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12, CONTINUOUS 18" - 12) #Ss - (+)0'-0" FM-16x18 IT CONTINUOUS 19, - (2)#5's I+)0"-0" FM-20x18 20" CONTINUOUS 19, - (2) #Fs FMC-16xi8 16" CONTINUOUS 19, - (2)#5's #51N CURB VARIES CW-1202 17, SEE PLAN 12, - (2)#5's +T-T CWC-1202 12, SEE PLAN 12" - (2)#Ss #51N CURB VARIES F-24x24 24" 24" 12" (2)#55 (2)#5's TEA8" SEE PLAN 8" - (1)#5's 1441 N. RONALD REAGAN. BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.wm AA #: 0003325 h to O g O a SUDDiv ag i oT SILVERADO LOT #8 BLK. #11 PitoamTip 04128.002-08111 HODEL" 4EHB "2605- HAYDEN" GAM&OZ ago: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B Rouen A ABOUCIRCRA L AR NO 93722 J DF-RMNT .9 w10/23/18 BCALE: 1/4"=1'-0" 8HEET st 30" MIN. EACH WAY MONOLITHIC FOOTING Z_ STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v — CELL SEE PLAN FOR SIZE AND Q 0- CE LL SEE PLAN FOR SIZE AND v 0 > SPACING REQUIREMENTS O ¢¢ 'I. SPACING REQUIREMENTS r '°'— �v. GARAGE DOOR t m V ur �•: .. . . RECESS mU a:3 or FM s.. m� g a o_ K N Q 1 rn O 6" O to 8" CMU WALL 8" CMU WALL CORNER BARS, SAME SIZE AS BAR W IN FOUNDATION WITH 30" LEG EACH I = y ! _ WAY AT ALL CHANGES IN DIRECTIONS °°� m e—+ TOP OF SLAB TOP OF SLAB I ... - SO THAT THE STEEL REINF. IS CONTINUOUS - ..� 5-rt _ .-y�� • .el, - MATCH AMOUNT OF CONTINUOUS BARS _ . v CURB FOR . .. • 4 EXT. PORCH SLAB • SEE SLAB SCHEDULE' BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) EXT. PORCH SLAB • VARIES SEE SLAB SCHEDULE TOP OF GARAGE i °-"o. I°: 'ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 7b. MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATI. > l .. �,. #3 18" 6" CHAMFER (2-STORY) 4" CHAMFER (15TORV) Il 0-0. JOINT (WHERE • • #4 24" W/ 1/T• ISOLATION 6" CHAMFER (2STOR • Y) a ° APPLICABLE) 2 SEE SCHEDULE #6 30' JOINT (WHERE. APPLICABLE) Z •' a EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 3v AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0' GARAGE scALE 34"=1-a' CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-V' 4 SCALE: 314"=1'-0' LAPTOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ SVP No 2 STUDS SEE 2" CAPPED W L I PLANS FOR SPACING. SINGLE GALVANIZED PIPE 2 NEW REINF. BAR BTM. PLATE TO BE PT. W/FLANGE @ BASE O a SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 0= I a g EPDXY.MIN. EMBED SLAB W/10d MASONRY o J Q 8", UNO NAIL 16" O/C STAGGERED. Q p FOLLOW ALL MANF. = SPECIFICATIONS FOR SECURE FLANGE TO N Q USE AND I SLAB W/(4) 1/4' X 21/4" PREPARATION OF TAPCONS (7 < HOLE. W W w It SEE SLAB SCHEDULE a _vim '01TOP OF SLAB 4" CHAMFER (1STORY) 6" CHAMFER (2-STORY) e • � s EQ. EQ. EE SCHEDULE FOR WxD, R SIZE 5 BOLLARD AND BAR QUANTITY scALE:3c=1-a ADDING BAR TO p INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION $ SCALE:3/4"=1'-0" (NO UPLIFT) 6 SCALE LAP TOP PLATE A MIN. OF 48- AND NAIL W/ 16d COMMON 1! NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL Wi PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATETO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING +- 0 /2" DIA. USP 725OSD BOLTS S' TOP OF SLAB �_...�.. '4• MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO SCALE: 3/4"=1'-a' D (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.a bdesigngro up.00m L AA #: 0003325 g 0 C a aunDi`I. ae LOT. SILVERADO LOT #8 BLK. #11 PROJECT/L 04128.002-08111 MODEL 4EHB "2605- HAYDEN" GARAGE 3TIMO: RIGHT PAGE: DETAILS 150 MPH EXP. B PAX M A MA AR No 93M nw 10/23/18 ff 1/4-=1'-0".1A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 v .abdeskpgroup.wm AA 8: 0003325 k h m W O g W O F C ilxn3DIV a LO. SILVERADO LOT #8 BLK- #11 PROJECT/ 04128.002-08111 MODEL 4EHB "2605- HAYDEN" OAP-40Z awix0: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH EXP. B FIRST FLOOR DOWEL PLAN SCALE: 114" = 1'-0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/10'HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. .. d. ... T ° .�.. :.' 0. TO HORIZONTAL REBAR W/ 1a'HOOK Z d .. .. iv GROUTED BOND BEAM VARIES PER ELEV. ° a Z lV ° I' `a a a O d p < w M5 BARS 1 � aa0 . m 10" HOOK 0 Ar CL d �_; d • ° CLEAN OUT REQUIRED 1'-O" p m FOR INSPECTION m � m ° I. 1 It Q B'-a' FIN. FLR. O TAVERTICALREBAR .� M d a ° TO HORIZONTAL <� EE �d.:- _d— '— REBAR W/ 1a'HOOI( BAR SIZE 148 BAR DIA I X- ° - Z ul Y9 18' #4 24 «6 w AMU UNIT DIMENSIONS m ARE NOMINAL SIZES • OFFSET METHOD CONTINUOUS �^#3� 1ZE 48BADIA «� 4T METHOD #a 24" e/ MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTAUVERTICAL a5 30- 3 SCALE: 3/4"=V-01' REINFORCING 2 REINFORCING 3QALE: 314°=1'-a' 07 42. SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdmWigmupxom L AA A: 0003325 Z o� 4 d 0 Q v 1 SUDDiv ac LOT: SILVERADO LOT #8 BLK. #11 PROJECTp 04128.002-08111 MODEL 4EHB "2605— HAYDEN" GA AGE SVf MG: RIGHT PAGE: DETAILS 150 MPH EXP. B DATIM 10/23/18 SCALE: 1/4"=1'-0" 819EET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9)10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED WW (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1 /2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 12" HDG NAILS, FILLALL 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, S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. 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, POV,0ER ACCTUATED FASTENER, ZF 72 P8836, .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 R1E$CRIA. REMARK I Q 1 (2)2X8 BEAM SCHEDULE RREEM INDICATES OPENING BELOW I T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION If. SIZE SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 0* (1)#5 NIA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#6 N/A GROUTED SOLID "CAST-CRET'E' SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST 8 PRESTRESSED LOADS FOR U_LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 4Gmt`Ga9w SAFE LOAD - POUNDS PER LINEAR FOOT C1a.4Ce9w SAFE L AD �IMFGNN SA SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH elM mom 5948 6.4aa risM a,w4e rut r104e arse r7141 ral-I0 rMm arse r»ae ea! TYPE LENGTH BIMI RCMII IYPE LENGTH IRM rutr ruff rta.,r o lm rM4r own ara44T 0r2Kf rsfr 102aff aasrr 1 amff 94r (4r) PRECAST 22M m W1 m sm Me, m "m 9a• (4n PRECAST 1025 1021 1688 9!' NM PRECAST 1. sm am 4M m am 7m m 4m ne 759 W4 tm ,"M r s am 4m m WM 7m c-0' (4e•) PRECAST low tw 2/n 3W 4M SM 7m OW C-W (41n PRECAST lee lee 1309 TO On PRECAST lane m mo M" 4U0 em am Me 4m W1 lea am M" ,"M ,fM MIe am Me 41170 em an 1r4r (e49 PRECAST te29 Ma 21" aaa, m 4m eM am P4. M PRECAST 522 691 1073 *d (54) SST IM Ma 27W am 4W 011 W9 2M 4m 0,13 AIR am MN 1111101 =F 20 MW 3m 400 41111 em 94• (M') PRECAST 1217 an ,m 1. '10 aM aer 4m 94• (M PRECAST H1 411 745 94• (e47 PRECAST "" , 2M MN M SUN 4m ,aM am m 7fA t0" 171 21" M" m Mal 4m 9-19• (M PRECAST 1082 ,W tm 2m am !W sRs s-17 CM PRECAST 3a 339 e,e F-`Kr (7n PRECAST m , 3m wor am N m 4m 2m 2 4m I m ,m Mao m nW 1 am 1 4M 9d (71M PRECAST m an stn mo am arm 1 4m 1 m1 " 089 PRECAST eor rn 490 9$ l7e'1 PRECAST m 1 m ,m sm aaM ml m"n% m1 147 ,m M" 2M m V" PRECAST 743 Mt ,7M Mfg me aar 11M Td• N91 PREfi15T sa4 e34 3es Tor PRECAST 7n MO M, ,7A Mn aar Mn ev rn ,m 1m s MM m ma 94• t P Er T a" m 1,m 1m mf ae� M" m: 94• (11T) PRECAST 996 612 2e0 94' (112") PRECAST m Aa n ,n 21W 7m ,an ,en am >• m m we me Im am M" taa (,1ej PRfSJ 6T 475 m m ua 2m 2M 2M 2m 1" (129•) PRECAST 284 481 180 19R (12n PRECAST m m "a i , ml m toe im aon sm m m ,M 14rs ,m MM 2m 114• (136') PRECAST 2e2 m m 1m "N tea a1W 4m 114• (136) PRECAST 20 442 164 114• (13n PRECAST 474 8N m 1W 1 ,n 17M m m M MO 2M am M 484 m 180. 1W2 ,m ,new 2M 12'-0' (741T PRECAST 937 m m an M4 2m Mm se 1z-0• (144') PRECAST 244 492 197 tzd (11n PRECAST 00 4aa FA m 11 1 1m m m M, ,ae4 2M Mm am m m m im , M m 194• (tool PRECAST 298 471 7M 1W6 ,m ,Ma M" 2m ,94 Neo9 PRECAST 217 324 110 194 (1e0) PtEfJ18T 4" m m 7M m 11 ,m 47I 7M tae tm ,m 2m MM o m Teo ,M ", ,aq. ,m lW-V (166T PRECAST try 424 7m 1m Me 1m 2127 ms 104r (leel PRECAST 205 203 100 ,4'47' (16n PRECAST m m m fll m , 1mm. 4a 7m M2 1m ten 217 2m 4" m M7 imj 13wj Im. 1m 14'2• (17e•) PIE87 NA m m m "I m m m 14'r (176•) PRESTRIB� NX 2e4 91 10-V (IM P m 2e mw m17- m , m , 11n ,m 4M m 1so M2 M" Ma t7e 194• (1e4•) PRBIREBBED MR m m m 11 m m m 194• (,a4•) PRi81iEffiED NR. 2BB es 194• den FIIE81Rrr m m m m 70.9all t , ,4w 412 710 1m 1M Mm MM M1 17W NR m m m m m m m 174• (7 r PRIW RR 194 84 1T4• Mn PRE ,V M m m m t 7M 1211 m 1M m m m ,m ,m /m 2"? 194' ( ) PRF81� NJL m m m m WR m m 11" pm PRESTO RR. 14B 52 ,P4' PI�11F�ED 1W M m m w e47 941 as 1 7a 1m m 42o m "n Me 1ne t11 214. ( ) PFIl8111t ED NA M m m III "R m m 214• P NA 126 42 214• Rom) PRE i41 M m m 4m m m m m 7e" M m m m 1144 "M ,m 2T47 P" PRBf1RESEW N.R. M m m ,M m m m �� O$q PFEffrM 1MED NR. 11e 40 27-W R649 PREim iW MA 4r m m tea ale m m 1oa 1ae 1fM tw 41mW4r Mn PRIMIN�BED N.R iC'7 �"%PR�TR6 m RR 91 29 w (?� P m M m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TABLES' 13YCASTCRETE MAY 20,6 EDITION -PRECAST PRODUCTS BYOTHERS 70 MEET OR EXC®VAIAIE8 STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACRMffiS SPECIFICATIONS -PROVIDE 1*49S COF BEARING PAST EACH SIDE OF WINDOWOPENM9 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRE,E DIVISION ACCEPTANCE #IU126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'4r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abda lgngmup.eom AA #: 0003325 R y W O C aUDDIV. do LOT: SILVERADO LOT #8 BLK- #11 PROJECT* 04128.002-08111 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B PRMRT DATM 10/23/18 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ ia' HOOK 30"TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 20n .yfli #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-a' HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT THAT XFXX - iT/1M/0B INDICATESA DOUBLE BOND BEAM AND XFXX - iT/OM/OB INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED $�16-1�1 NOMINAL 8F NOTES TO THE INSPECTOR/CONTRACTOR ff. TYP 8719' I. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUSAROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYP. 8"xl6^ fp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM �•�: COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1'� TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. OF #5'S,IN 2ND BOND BEAM COURSE 7�—* B # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST '.31/4" .d. WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2'=1'-0!' SINGLE #5 CORNER 1 BAR, 30x3O TURNED UP OR TURNED DONM INTO STEEL REINF. OF FILLED CELL - BOND. BEAM PROEACH SIDE VIDE #5 SAR T A STEEL REINF. OF OF ELEVATION BOND.SEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-a' 8x16 DBL BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM T P OF W/(1)#5 BAR.: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM SEE NOTE 5 8x8PRE-CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY QPE"'TUG-2' BEAM DESIGNATION OR PRE -CAST CONCRETE 8x8Z SCALE: LINTEL, LINTEL, W/O STEEL (L1)REFER TO PLAN FOR LOCATIONS TOP OF OPENING WOODSML11011 FASIBBIOVO4 d.=2"MIN, 2}�"MAX s=2:'MIN, 9"MAX mat s, =1 �" MIN, 2 i" MAX _:" MIN, 2 " MAX tl6 =2" MIN, 2 MAX s.=2y'MIN, 9"MAX 2d s, =1 f' MIN, 2 i MAX a = r MIN, 2 i' MAX E. 7 MIN, 2 v MAX s.=2,"MIN, 9"MAX mm s, =1 }" MIN, 2 z' MAX 4 =- MIN, 2 z' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN n ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST I i OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE sa = SPACING BETWEEN ADJACENT FASTENERS IN ROW s = SPACING BETWEEN ROWS OF FASTENERS e. = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N 7 S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 W .abdesigngroup.com AA #: 0003325 V b O a 4 W O 1 ounDiv. at LD1` SILVERADO LOT #8 BLK. #11 P1ROdmCT/1 04128.002-08111 MODEL: 4EHB "2605— HAYDEN" GARAGE 81FMG. RIGHT PAGE: DETAILS 150 MPH EXP. B DA jM 10/23/18 SCALE: 1/4'=1'-0" sign= S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED MY (10)d x 1 1 /2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND 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 REVIEWAND 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 Q 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: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 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. COLUMN SCHEDULE $� 8 BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK WD-1 4X6 (3 Y!'x5 R') SYP. USP HTT4 W/5/8' DIA 5/53.1A PT., WOOD POST x 5" EXP. BOLT FIRE DRAFTSTOP 3/4" SUB FLOOR 2X4 NAILER PRE-ENG. FOR DRAFT STOP FUR. TRUSS ELEV. VIEW II n u n II a II �� n 44 n n n n IIII 11 II 11 11 II II II II II II II II II II II II II II IIII �IIjII I I jI'jII II 11 u n n 41 n n I I n 1 ItIt Tf I� -�- �} -{}- if -CHI 1 t n u n u n n n 1 1 1 n n n n u IIII II II II 11 II II II II II II 1 31 1 11 11 2xW II 1 W L � AND(4)1mWDOD LW un n n n 41 II 11 11 11 II 11 II II II 11 SYH.NQ2 14 1111 11 I1 II II II II II II II 112xWA II II II 5,,,so �I BCREWBTOGIRDER. o .1 SYP 02 n n n n n n n n n n n STUT S n 4 4i u n 2-PLY ,2 OC.IIII II I I II II ali G: 4922 LBS .... r4 I. n 4 �� SLY IIII II II II II G5326 LBS DRAFT 4444 n n n n �LL STOP Ff2G _ _ 3 11 11 11 11 1 I4 q DBL STUD 1 I1 SEE DETAILS/S2. AA 11 1 31 I I1 11 11 11 I1 11 11 11 11 11 11 11 �` 4 - 11 II 11 II 11 11 11 II 11 II II II II II II II II II II q 31_ LL_-_ I 11. �F�,EOFLaDR_ II _ II II _II till. 0 n u n 41 11 11 11 11 II it II II 11 11 11 11 14 II 41 11 11 11 41 11 FTt 11 1 11 11 il CRICKET 11 11 T II II 11 11 11 II I 10E 1 II 1 €1 4 DA II II II II II II 1311 iA - - 11 11 II 11 II . II II 11 II 11 U: 119 LBS �Q 3 'e PRE-ENG. FLR. JOISTS G: 354 LBS - CAE _ ]7[ - 3/4" PLYWOOD 11 DRAFT STOP,(. PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeogngroup.4wm AA N: 0003325 h Pi O O oxhimV. 1c LOT: SILVERADO LOT #8 BLK. #11 PROJECT* 04128.002-08111 acoDzl.: 4EHB "2605- HAYDEN" GARAGE SVfMG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 150 MPH EXP. B 4, � N. � i ROLnrn a cRA AR NO 93723 Dw10/23/18 >sCALE: 1/4"=1'-0" 811EET S3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR RAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR "ROOF/WALUFLOOR ITH (9) 10d x 1 12' NAILS TO SHEATHING RUSS EA PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE" ONCRETE EMBEDMENT. DBL PLY, A PT SYP #27'X6'X4'-0' A-(, )USP HTA15 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 12" TO TRUSS, FL#, 7680 ND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO B-(2) USP HTA18 TRUSS ANCHOR WITH 0) HOWN) FACILITATE 2-PLY 10d x 1 12" TO TRUSS EA STRAP. FL#176M BED IN CONJUNCTION MATH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOI L#17680 (A) USP LGT2 W/ (5) 1/4'73" POWERS WEDGE x2, 2x WOOD FASCIA BOLT& (16) 16 GALV. NAILS TO TRUSS(2PLY) TEE ARCHITECTURAL #FL17240 (NOT SHOWN) N SECURED W/ (31 i6d RFUS STEEL CONNECTOR WITH (4) USP"x6" 3ALV. COMMON NAILS. ENGINEERED WOOD 3/4 /4 WEEDGDGE BOLTS AND x2 SECURED W/ 10d TRUSSES N 24" O/C, ix2, 2x WOOD FASCIA (12) WS3 SCREWS FUg8223 3ALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 2' O/C FOR REVIEW 2x SECURED (N) 16d AND APPROVAL GALS. COMMONNNAILS. IF 4 BOLTS ARE USED 1x2 SECURED W710d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV- COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, 1:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L.710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, 1-:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, 1-:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 1B SCALE 3/4"-1-0' TYPICAL ROOF . GIRDER CONNECTOR(S) G/A1 LB SCALE'34"=1'-0 GIRDER CONNECTOR(S) # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" 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 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN, 7 COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0' (2) 2X4 No.2 SYP DIAG 2x4 BLOCKING BETWEEN 314" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACETO X-BRACING IS PRESENT 20 GAUGE COVER 5 TRUSSES) 4 =0" O C. (A SHEATHINGA7 W/ 10dxl2 HPG COMMON NAILS. 0'-0" TO 30'-0- (1) "X' BRACE SEAMS) N EACH END TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PLATE (1) "X" BRACE @ CENTER TO BLK W/ / " DIA FLOOR (2) "X" BRACE DIVIDED EQUALLY BOLT ANCHOR BOLT GIRDER FROM CENTER TO END. HIGH WASHER SET IN HIGH 2. WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/8•' GYPSUM BOARD OR 12' HIGH TRUSS ENG) CONT. 2.4 SECURED W/ STRENGTH CLG.BOARD (2) 10tl's @ EACH TRUSS SECURE TRUSS 70 TOP PLATE wl(2) TO BE INSTALLED 16d TOENAILS 10'-0" O C. MAX. DOUBLE TOP PLATE HTT4 W/ 5r8' A.B. WITH MIN. T'EMBEDMENT TO SLAB & (20) 18d x SEE SCHEDULE FOR 2x4 OR 2x8 WOOD BEARING 2-112" NAILS TO POST. , BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .4. 12"GYP. WL BD •� a 4. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0' GIRDER/WOOD POST CONNECTIONS 4 FLOOR TRUSS CONNECTION @ L.B.W. s !-E:3/4•'=1'-B' (NO UPLIFT) OUTER 1/3OF SPAN ONLY BTM.- PLATE DEPTH 1/4-D —HOLE EDGE>50 —HOLE DIAMETER 2/5'D SGL. STUD HOLE EDGE>5/8' HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING %1 AND BORING LIMITS A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3141 USP WEDGE-BOLT/J-BOL7, 5' MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/1 USP WEDGE-BOLT/JEOLT, 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•` USP WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) WI USP WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) WI USP WEDGE-BOLT/J-BOLT, S' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)10d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE %Rg BT14 HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. = Z Z END OF FRONT AND REAR LEDGER SHOULD m LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY m� CLOSER THAN 6'0/C. 5. IN LIEU OF HILTI PAPS, 1/4" DIA x 3" MASONRY (2)_ PT SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDGESPAONG OB IRALBPADNG A DOUBLE Z18 12" 8" CC 16' 0/C B DOUBLE 2.8 3/4" 8" O/C 24" O/C C DOUBLE 2110 1Y7' 8" O/C 16, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE -10 3/4" 6" O/C 16- O/C F DOUBLE 2x12 3/4" 6" O/C 17' O/C S LEDGER DETAIL mpqLE:-I=,.-- 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 (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WND 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" r 1441 N. RONALD RE AG BLVD. LONGWOOD, FL32750 PH: 407-77449078 FAX: 407-774-4078 w .abdasigngroup.com AA #: 0003325 Q qq i; O m 4 a oulwiv. de LAT: SILVERADO LOT #8 BLK" #11 PISOJECTp 04128.002-08111 MCDZ : 4EHB "2605- HAYDEN" OAP—#*Z 311111 : RIGHT PACE: DETAILS %150 MPH EXP. B 9 ROLSO a ABOLIMAW L- AR NO 03723 D � 10/23/18 SCALE: 1/4"=1'-0" BIKE= S3.1A USP LFTAS W/ (16) 8d COMMON NAILS 2, STUDS j/q USP LFTA6 W/ (16) 8d EACH END DBL PT 2x6 BLKNG BETWEEN COMMON NAILS, EACH FL#17244 TRUSSES W/ 10d @ 3' O.C. 1ST PLY END EVERY STUD OR ON INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS x 2" FLOOR DECK EACH END OF "BUNDLE' STAGGERED UPPER PLY INTO W NI LONG @ 3" O.C.; OF STUDS BELOW #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED NI AS SHOWN IM _ PLYWOOD FLOOR STAGGERED OFF DBL 2X8 LEDGER jILINII SHEATHING CENTERLINE OFF 2x6; NI TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL 3/4" AS SHOWN 8" CMU WALL AT i6" O.C. AND 8' FROM NI REINF PER PLAN REINF PER PLAN END W/ MIN 5-10 EMBED. USP A3 EA FLOOR DECK — P VATION ': TRUSS /4" r �j PER ELEVATION /4�� p s �Sn NAILING PATTERN 0 i Z� NAILING PATIBiN g3ih 0 iIUU "I 2x6 PT TERMINATION PER ELEVATION �� PER ELEVATION 2x4 STRONGBACK SECURED TO BLOCKING SECUREDTO WALL 24" M PRE-ENGINEERED WOOD EACH TRUSS W/ (3)16d COMMON W/ (6) 3/18" ° x 4 TAPCONS PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILS PROVIDE 2-TRUSS LAP 1X2 FIRE -STOP FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) SPLICE LOCATED EITHER TOP OR D8L 2X LEDGER FRAMING PLAN) MASONRY NAILS BOTTOM OF FLOOR TRUSS, USP SPTH4/SPTH6 BTM. — SEE SCHEDULE @ 1T O.C. TYPICALLY 10'-0" BUT REFER TO FLOOR TRUSS OR PLATE STRAPS V.N 10d x i 1 X2 FIRE -STOP TRUSS ENGINEERING GIRDER TRUSS 1/2" HOG NAILS FL#17238 SECTION DETAIL SECTION DETAIL 2x4 STRONGBACK, WALL / FLOOR FRAMING, AT TRUSSES BEARING AT TRUSSES PARALLEL �.,� TRUSS PARALLEL TO WALL ON EXTERIOR WALL TO EXTERIOR WALL FLOOR BRACING 3 4 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0' SCALE: 3l4"=1'-0' SCALE: DBL PT 2x6 BLKNG 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 #8 WOOD SCREWS x 2" LONG @ 3" O.C.; NI STAGGEREDOFF CENTERLINE OFF 26; = 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI AT 16" O.C. AND 8' FROM END W/ MIN 5_11T EMBED. FLOO �/4" NAILING PATTERN 11' 24" M —PRE-ENGINEEREDWOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS REPAIR DETAIL IF ,X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=1'-0' SECURE 2x8 PT. PLATE TO BLK W/ 112" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 8' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2.4 SECURED W/ (2)10ds Q EACH TRUSS TO BE INSTALLED 0 10'-0" QC. MAX GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-(Y' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 w abdesigngmup.wm AA #: 0003325 h oV U 0 C Fs C BvaD:v Oc LOT: SILVERA 10 LOT #8 BLK- #11 PROM=T/ 04128.002-08111 moDEL• 4EHB "2605- HAYDEN" GAMAGE avaxG: RIGHT PAGE: DETAILS 150 MPH EXP. B DwLv) /18 8CAL&I 1/4"=1'-0" 811EET S3.1B PIN VTT SPACING (1) AT EACH END VTT AND 6'-0" O.C. MAX. \ 54'il 4h4i \ \ 0 SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdesigngroup.wm L AA A: 0003325 , M 0 0 a L. J BXYIMIV. at LOT: SILVERADO LOT #8 BLK. #11 PROJECT/ 04128.002-08111 MODEL• 4EHB "2605— HAYDEN" GARAGE SVIX NG: RIGHT PAGE: DETAILS 150 MPH EXP. B I ARCHR ' 1 WLMD A ABOUW" L AR NO 83748 J D TM 10/23/ 88 SCALE: 1/4"=1'-0" SKEET S3.1C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com L AA 5: 0003325 Z �J o� V O O v. I —LL :JVSDIV. Sc LOT: SILVERADO LOT #8 BLK. #11 PROJSCT#1 04128.002-08111 MODEL 4EHB "2605- HAYDEN" OAXAOS SIFMO: RIGHT PADS: SECOND FLOOR DECK PLAN 150 MPH EXP. B SECOND FLOOR DECK PLAN SCALE: 114" = P-0" 2'-8" 18'-0" SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abde tgngroup.com AA 8: 0003325 h m Pi W O a 4 a IPR �ry & L0rSILVERADO LOT #8 BLK. #11 On=T// 04128.002-08111 MODIC1: 4EHB "2605— HAYDEN" GARAGE BWD90: RIGHT I PACE: ECOND FLOOR DOWEL PLAN 150 MPH EXP. B PRINT DATE, 10/23/18 scAt.E:1/4"=1'-0" 8MEET S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 1R" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 10"HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ I Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALLAND 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 SPECIFICATONS. 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'). S. 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 REVIEWAND APPROVAL. 9. PLACE Dc4 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 pE$IP REMARK O (2) 2X8 BEAM SCHEDULE RMUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF UNTEL /T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fI) IZH,ZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 861 MASONRY 3000 8x16 (1)#5 (1)a5 N/A GROUTED SOLID B02 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRM" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4--4— SAFE LOAD - POUNDS PER LINEAR FOOT SA P LFO'4DA SAFE LOAD -POUNDS PER LINEAR FOOT TYPE "Wmsa Lam W12" sit," whom ~111, ""I'm Nam wnaa WM40 �® almm wa34s loom NPE LENGTH NES RCMII TYPE LENGTH 4i1T wear eMstt lair ttLENGTH Wm4T soar 03W 3'8 (42� PRECABf 2281 sasameWmMee"amfam 3'!' (42� PRECAST 10?S 1031 I"9" S4r � PRECAST m ma 700, flu 7w m4 1mM face 2m 1m am 7m14'd PRECIIBT 19e"31m am Um 2ml 4m mm 7m am 44r (4r) PRECAST 7M 7Wn ,3DI rot (4"� PRECAST tm am 4170 Isla ma(4"') 4m ma 7w i4 " M fma lam Lm T2.0-= 4m mm2t/0 PRLC/IST ,�2N0 mt alms 4m 11M mf (M') PRECAST 6M 1079 Cd �') PltCABT ab 00 4 m4'd 4m Ma a4 am ,mM Ifm tw 200 4m 4m1m14mam (6a') PRECAST 1217 mm ms mm 4m, (M') PRECAST 411 4„ 74" 9j' (8P) PRECAST ar a"t 4m81• "a 3= N16 MR "y tale mm am 4m S-ta (►0'1 PRE " 1082 1mr2177 tm1 m 21a am Mm 8-10• f7D'1 PRECAST 810 339 "7" 9-7P (78') PRECAST m 1 m07 41m ml 4m 7a, m ,mi 2m 2ml ap � 4/a Ili M PRECAST 9W Gal 3m mm 3W 42m elm v$ (7#') PRECAST Mn rn 400 v4r cm PRECAST me, ma am1m 3a0 lams am met. m /4, as am 27m am 2m2 p0') PRECAST 743 asmlammm?w ra On PRECAST 424 5311 3"3 r$ W7 PRECAST a,l mm 2m mM amr w ,an Im as was m mav4• 2') t PRECAST 554 mam as a@ YI• p1r) PREC" 32B 612 230 yr (11z1 PRECASTlm am m 11 tm mn ,m aK 1 m m Isis a0 ,m 27M as tar PRECMi ('11B� Q"1" msip mr IM 2m mm (12"� PRECAST 284 401 1SD ,ad (12,n PRECASTm m m m 20H ,m 20m aM m m ,m 1472 ,Ise mag m4 7114' (,3"') PRECAST 3"2 ems m ale aw ma ma 4me „'i• (13") PRECAST •2811 452 154 „�' (,3v) PRECAST 471 m m W. , ,61 , m m loll a» am mp 4m 4" w loan ,m maw 2w 1zd (144') PRECAST 337 m W3 ,m 1m mu me : 1Td (144) PRECAST 244 402 181 12"47 (144-) PRECAST 46 4m lm m „ i am m m tm aM 2m am Sam 4" m m , 1 ,m Isla 19�• (1"D7 PRECAST 298 47, >. ,m "a 1m 2ta 2m 13'-Y (1501 PRECAST 217 924 1t0 1v-N' (1S0') PRECAST m m m 70 m , 1m 4" 7m tm tams tm ma mm o 4m m 110 4,t , 1m 14'-0• (761 PRECAST 279 4a 7M tm m ,m/ 2,a am 14'-0' (,""•) PRECAST 205 203 100 W-w (Illn PRECAST m m m Im m t Me "S 7M "m ,m tap 2w 2m0 410 40 717 w ,m t f ,m al 14'47 (170') PRESIRMM NA MR m m m NO m m m I" (17r) PRERRE88W N.R. 284 91 14'2' (17V) PRL$IRf88ED m m 3M m m m E72 m m 1 m fe1 11a ,7M 4m 7m tm 271E ,NR 1MR tv�• (1"4') PRFSIAC NA M m m m RR m m 1B�• (1"t') PAB7IE"9® NA 2>I p tvi (1"n P aM m 3a m 41 m m m m 1 m1 1 ,ems 412 7ta 1m tim msm mm m0 1r1' P007 PRE �' mm ma mm m 1T�• PRE MR 191 M 1T4 )PRE w m all an 4m m an 74 m , 70 Im m um 2m m m tm 1m ,m m ivy. R�1 PRE NA m m m ml m m m 1P4• P16IRB� NA 14S M 1a�' R527 PRF311i® m tee m m m 4a 4a m w M, w f M 1m m 40 m ,m/ am " 17N zl,w f�7 PR>r87A1 NA m m m m m m m �4• )PRE tilt 12/2 42 21'�' R3B•) PRESTRESSED /4T W an m 0 m m m 410 7m m m m ,0a m m m m flu ,m ME �� PRE ' m m m m m m m �� PRESIREB8E0 NA 11" 40 ??d R9r1 PRIDIIEB® w M7 Ise m 40 m m as m m U4 4w tm 1m 10 7M m In;; m ms7 m 342 m 416 m m m w 2:-0' ('1m•) PRIVRE88® NA m m m m m m m �,� ) � kit 91 M 2Pd PRE 1a "a m0 m m 7p m 4a m m m m "C /Ta (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. ALL VALM TAKEN FROM •SAFE LOAD TAN" BY CA"TOREM MAY2015 EDITION -PRECAST PROMICTS BYOTFERSTO MEET OREWEFD VALM STATED ADM ALL PRECAST PRODl1C19 ARE TO BE WSTALLEO PER MANNUFACTIIESSPECEICATIONS -PROVE IeNSRM C OF BEARING PAST EACH SIDE OF NVINOOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F E.C.P. CORPORATION-CASTE-CRETE DVISION ACCEPTANCE #: 16-0126.03 8Ft6-1T/OMrOB 8F16-1T/0MffiB I 8F16-lT/OMOOB U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 19-8" I— — —� L I LI — — i 8�1�1�/�MNB I `♦ I ; 817161-iT/0MOB 8F16-iT/OWDB ♦ ' I � 9L� �----------------------------21� � J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" WAIR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w .abdesigngroup.00m AA #: 0003325 4 h go 0 t- r7 O MOM ec LOT: SILVERADO LOT #8 BLK- #11 Pno"=Tf/ 04128.002-08111 MODEL- 4EHB "2605— HAYDEN" GARAGE OWM02 RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WW (9)10d x 110 HDG NAILS. SMALL JACKS < 9' MAY BE NAILED WW (10)a x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. B. 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER @ 18" 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: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF2,500 LBS SHALL BE FABRICATED W/A 2x8 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. COLUMN SCHEDULE SIZE & BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK WD 1 4X8 (3 14"x5 t) SYR USP HTT4 W/5/e" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT 2 PLY L1,2072 a: 3113 ROOF FRAMING PLAN SCALE: 1/4" = I' 0" 1 PLY U: 1060 cem 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 WwW.abdeai8n8roup.wm AA #: 0003325 J g 0 �4 O �EE gluumv a I.oT. SILVERADO LOT #8 BLK. #11 PROJECT# 04128.002-08111 MODEL" 4EHB "2605- HAYDEN" OARAOE ISTIMO: RIGHT PACE: ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B ,• :I I xA M` mRooF ROOF WIND DESIGN PRESSURES fIrr-(d95-ss-) 1-1 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DL#PHFt#A M FOR ASPHALT SHINGLE ROOF USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOUR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS a 4" O.C. EDGEWISE ZA BLOCKING ALL PANEL JOINTS W# IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8tl RING SHANK, 2 lfZ' 0. 120" 170,000 RING SCREW SWANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 12" 0. 120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-lW9 EXTERIOR 8H EATHM USE 1/2" CDX OR 7116" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 71 16"ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z9 Y Z Z i O . 03 w O (7 - Z rc Q . z z . D ro LD Y W Z' z . m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8tl RING SHANK GUN NAILS 6" O.C. IN RELD.1 81 RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS @ 12- 0.C-1LJ FIELD J\ GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL. BE3Nr. STRUCTURAL DRAWINGS SMALL BE USED IN CO NI UNCTION MATH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBI NO AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EARTH DNNFATHBt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6th EDITION ALLpOSED EDGES CONCRETE ARE TO BE CFAAFEtED 3/4'. ALL WOOD FOR BEAMS, BEAR NG WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BALDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF '= FOR STRUCTURAL CONCRETE, ACT 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF NEVIDN BARRIEI MEMB PROVIDE 6 MIl CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlPBSONGROUW MERE INDICATED ON ELASTICITY 1,400,000 PSI. ALL MOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLDFORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED WOOD FOR NON-STRUCTURAL USES FORMWORK: SHALL BE RATEDTO RETENTION LEVELS OF 0.25 POE OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SMALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DEFERENT DETAIL IS SHOWN AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHACI 347. W/ DOT SHALL SE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORNMAORK CONTAINS MORE TRW N W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 61n EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH ZK STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AD WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WARE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AD STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SMALL BE HOT -DIPPED GALVANIZED DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATECONNECTEDANOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD+,onconalnenf TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" WOOD TRUSSES. 10 psf BTM CHORD nonconmu PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIEDTO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf d ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf WINO DEAD LOAD SPEED=150 MPH 3-SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNNG 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 DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT FOUNDATION SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, 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 WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE- OMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MIN MUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SMALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S./-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REOUIREMENTS OF ACI 301 AND ASTM C-940R MEASURING, HAW, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAAPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MARE& IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS FELD FOR LONGER THAN 90 MNITES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND TFE CONTRACTOR OF ANY NON COMR.IANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS Z A T FOR CONCRETE CAST AGAINST AND PERMANENTLY DPOSED TO EARTIHFOUDATIONST Jo O B. FOR CONCRETEEXPOSEDTOEMRMANUORWEATFER 5 1-1rr FOR #5 AND SMALLER m 2' FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSEDTOWEATfER 3/4' FOR SLABS, WALLS AND JOISTS 1-12-FOR BEAM AND COLUTAN PRIMARY REINFORCEMENT, TIES, SFIRRIPS rYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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 WALLAT 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 FORAPPROVAL. 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 FORBEARING 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 MASO1411Y. PROVI DE ENGINEERED SHOP DRAWINGS OF EACH INDIVI DUAL 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 PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE 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-00, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED TINS PLAN SHALL SIRERCTHOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY4JP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COOMM PONENT 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 3/B' ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USA STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF B" TO IT. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USA, 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'M" OR '& '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 CM CELLS SOLI D WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Py = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy =35 km. TUBE AND PIPE COLUMNS SHALL BE OONCRETEFILLED 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 WTH WASHERS UNDER THE TURNED ELEMENT BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTIGN TYPE ARKS MPDCATON SIZE TYFE AGNG REMARMS 1MA,C e of TOMA�E� SEE oETN. SEE oETOA SEE DEfm sEE DEraL PTLSEENJTEB DNNL I ONG, AGGFRED MO MASONRY/WN:ED _ENEN�RY�/VHC. p,wegJE-EDC TNETAL-70 SEE DETAIL SEE pETNI SEE DErNL SEE DETAIL wnNoowxxx r,_ENUTEe CASE WARDENEOcolt L, uz LONG. s-oc sAooa+m ww0ovx000aFASTENED ,Nro fMSONRYKONc. M.soNRv, c CONTACT THIS ENGINEER REQUIREMENTS FOR SPACING SWNGDDOR G 2. PT, Sff NOTE6 ()Gn64A WABI,HN RSirER PYOC R'EMB®,B-@D 1T. -®GE 018f. NpNEEARIIG V.WD WxLrocONC S,PS ,/t EMPNNSON WI WASHH2 BOLr 'Y O.0 Pz.rN_LWW=E 0AWe, wEAASFN.w ENDrosEEs STA Esr „m NcrTE 1.SS�TAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdes0Wmup.eom AA #: 0003325 N V O O C _LL aulwiv. ae LOT SILVERADO LOT #8 BLK. #11 pa OJECT# 04128.002-08111 MOD3L: 4EHB "2605- HAYDEN" GARAGE aMIIdG: RIGHT PAGE: DETAILS %150 MPH EXP. B pptu" DATM. 10/P3/18 aC,&LE: 1 4"=1'-0" W E= s N1 L rj f ,(/ 2,01 �