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HomeMy WebLinkAbout6788 Wagon Trail St4- 99 1751-4ENB-NEUVILLE99 H C) M E S P�14 p0�,�'G4,5 Pow°� O Qd 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 6TH EDITION (2017) ABV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 :FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES :OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN, INTERIOR FINISH — CLASS B -BASIC HIND SPEED — Vult=160 MPH Vasd=116 MPH •EXPOSURE ' B •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ADJ. . ALTAMP. ED. CL CAB. CIA. CLR. CONC. CPT. C.T. D. DEL. D.G. DIA. DIM. DISP. DP. DR. D.S. DTL. A ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TIE DRYER DOUBLE DUALGLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL ASHER DISHWASHER M.T. METAL THRESHOLD MM. MOUED NT MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PIL PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.A.D. RETURN AIR GRILL REP. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SILT SHEET S BATHING PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: I SQ.FT. CALC. S sj LIVIIDa. I sFr, GARAGECL 426 BFT. ENTRY 36 S FT ROLAND A. ABOUCHACRA AR No. 93723 ELEV. ELEVATION SHWR. SHOWER EQ SimILAR EXXH. EEXHAUST SL. SLIT DINO EXT. EXTERIOR SL. GL. SLIDINGGLASS F.G1FX. FIXED GLASS STD. STANDARD P.G. FUEL GAS SWS SHEAR WALL A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 2213 So. FT, PArk) 80 •JQ. FT. FIN. FINISH FLR. FLOOR FLUORESCENT FRUDR. FRENCH DOOR PTO. FOOTING GA. GAUGE GAR. DISP. GAREAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD N.B. HOSEBM H.c. HOLLowCORE HDR. HEADER HOT. OR HT HEIGHT INSUL. INSULATION nv. LAVATO Y LUM. LUMINOUS M.C. MEDICINE CABINET SEC ION TEMP. TEMPERED GLASS T THICK TAC. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. Top OF TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW WILL WATER HEATER W.I. WROUGHT MON STRUCTURAL SHEET DESCRIPTION ' PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3,1B—DETAILS PG SNl—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONG WOOD, FL 32780 PH: 407-774$078 l _ FAX: 407_774 4078 (�/! www"_,gsgroup.com AA M: 000332B DATE*. 08/20/18 SCALE- 1/4"=l'—O" SFIEET c1 GENERAL 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 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH 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 R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS TRAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 34 INCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y- 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, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. 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- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH Fl%0 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH %i AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTML1063-12a. 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 - 1"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. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 11T GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407.7744078 www.a bdosigngroup.com AA M: 0003326 h b h. q O F ARCFRECTi ` A/ U sc a ABOUCH ►CRA hl AR NO 93723 _ J rppmrrDA= 08/20/18 SC/1=: 1/4"=1'-O" SHEET GN 0 0 PATIO Q 3052-BH 15WRESS 3092-SH 3052-SH 6068 S&P. HB � 9 9 = v OWNER'S Sum v GREAT ROOM 4'-4' 2'-8' O_ C. �__-_- I i OPTi ii OPT, i 4'-6' I L� �JI-.�c_J LAUNDRY 8W.I.C.CC�I 8'-8'CLU I]LI j I = I 3 -6 �e — J 2'-4' IR-ISN LIM e 0 2' .4' 4'-0' N r- � 0 o a L V. ® b'-2' 4'-0' m 9 3'-8' —_ _IL ISLAND —_ IL KnUIEN ii -- _—__—_ __ v-8,Cm • I 2'-s' 3' b24 sb96 I A AI 9'-2' r+ 5'-t3.' :t ®LAv. OWNERS WC 8'B8' G.G. v 3-61.1 BHWR PAN STUDY 6'-6, a& 14'-4' v 0— m v 4'-8' I 19 I 2'-4' BDRM.k2 W-8' G.G. s 12'-C' = — n W v m ! ti0 V. WH. O rm5-4-1 I ATTIC IC. L arrrc�q— ~ ;ell Lei�e BOLLARD 0Il I BATH #2 1 8.6 G.G. B ,r ASREGL „� „� Al LAv. m io n PER BLDG. FOYER CODE V-8' G.G. QIi � ENTRY M v-8' G.G. 0 GARAGE0_ 81-V c4A 36'XI0' TRANS. , m 0 s I po Ti rym r BDRM3 I H15 ' FLOOR PLAN SCALE: 1/4' • I'-m' EXTERIOR MASONRY SQ.FT. CAM'S WALL 1511G. HEIGHTS LIVING 1151 60. FT. ® GARiY# 426 80, FT. 8'-8' 51WL ENTRY 36 Sa FT. TOTAL 2213 SO. FT. PATIO 80 $0. FT. 00I006R ND CUDDIIQ ED LO W9 BM W BPOMM FCR 30WM QM NOTE FOOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR 81UINC' 18 5 24/-31 M MIN. CRITERIA BGD. MIN, 41 5 23/-29 CRITERIA *010 OA4D. 112 5 20.4/-22.1 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEF 10ENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 6TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIROLOMEINXIII DESL. TOP PLATE 0 m BAR DETAIL ARCH ' B SCALE: I/2 . I'-o 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AAA 000332E � �i m 0 c I U'l I I DE7EA08/20/18 SCALE: 1/4"=1'-O" SHEET Al BLDG. HGT.$ _ 6' RAISED BAND COACH LIGHT FIN. V-6' BRG. HGT.h 0'-O' FIN. FLR. 12 6 4,12 FYFON LVI2X24 OR EGIUI VALENT SHINGLE ROOF OFF RIDGE VENT AREA OF ATTIC . 2193 SO, FT. NET FREE VENTILATION AREA REQUIRED 1/30D REQUIRED VENTILATION AREA = 2193/300 • 7.31 VENTILATION AREA X SO. INCHES PER FT.(141) • 1052.64 SO, IN. MIN. REQUIRED VENTILATION .SX IM164 IN UPPER PORTION OF ATTIC M32 SO, IN. OFF RIDGE VENTILATION AREA 115 SO, IN. PER VENT 52&32 /115 orALIOF VENTS REQUIRED • 4.5767 TOTAL IOF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WAU, NO OVERFWNGS INCLUDED BR-- HGT, 8'-8' 15R3. HGT. 8'-8' BRG, HG1 I I IS'X62' 7,1 DECORATIVEI 40 BHUTTER TTr. v �� 1 I I I 1 I - 1 ------ - 1 0'-0' FIN. FLR 0'-0' FAN. FLi� - --'------------------ --- 1i�0'-0' FIN. FUR. FRONT ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FESCR R103A OFF RIDGE VENT 'a r- 0'-0' FIN, FLR., OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 • V-0' TEXTURED FINISH oe'-8' BRG. HGT. 0'-0' FIN, FLR 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774.8076 FAX: 407-7744078 www.abdoeigngroup.com AA A: 0003325 A b 0 0 3 :1tI W. ;� DAR E: 08/20/18 9CALM: 1/4.,=1'-0" 91*E= A2D ELECTRICAL LECsEND SYM DESCRIPTION +S TANDARD SWITCH .4y} 3-WAY SWITCH -WAY SURTCH IMMER SWITCH I-0 H BUTTON ISCONNECT T ITWERMOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE NOV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROOF/GFI CEPTACLE (GROUND FAULT J 10V CIUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR Rio 20V RECEPTACLE (4 WIRE CTOR) 1•Q L MOUNTED LIGHT ILING MOUNTED LIGHT ENT LIGHT 000 LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ FT-) am EULB LIGHT FIXTURE aagm BULB LIGHT FIXTURE Aa- 9 BU-E LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CRAM ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE FLUORESCENT LIGHT (RECESSED) • x co) CESO LIGHT • CESO LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. FAN ECTRICAL PANEL (FIELD VERIFY OCATION) FQ -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILING MOUNTED FAN 0 T FAN (1 OPM PER SO. FT-) -HONE TOR (CEILW. MOUNTED) 1OUNITED OP OUTLET FOR GARAGE •LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED IF HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES M ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(ID) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCI-IEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • 15ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF BOX 0 CFM INTERMITTENT PER TABLE M1501A OF FBCR 6TH EDITION • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-MTEIBJPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(SX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15ft OF Lif>FIITUNG MUST BE ENERGY EFFICIENT TYPE PER IF ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, 6th EDITION R404J OWNER'S SUITE PRE -WIRED CLG FAN BSf DY PATIO PRE -WIRED CLG FAN GREATROOM - - - (L I C� --------------- KnUIEN OUTLET --- r ' E GFI JU,'------- — — GFI i LAUNDRY I ®" IIrP�II� ! u' 7 CLG FAN p - (p iosi! S/Q9OGF• O 4Z'AFF. P.B. FOR — — — — — GARAGE i IL DOOR BOLLARD AS REC PER BLDG. WALL MOUNTED O CODE LIGHT W/SWITCH IN / ATTIC wP GARAGE GFI METER'' FIELD KEYLESS VERIFY 0. FIXTURE LOC. IRRIGATION OUTLET • GFI 48' AFF. OHD CLG. OUTLET GFI , 1 I I ----------------- LIGHT-"�___--_"''/�• HOOD WIRE W/ OUTLET FOR I "' $Yy'—SWITCH IN C CABINET RANGE o_Q e PANTRY --r-- BDRM.#2 I / PRE -WIRED CLG FAN S.D. • 1 iBATH #2 - _ o BDRM.#3 P/ C. FI I P.B. FOR CHIMES j PRE -WIRED ENTRY I CLG FAN O ELECTRICAL PLAN SCALE: 1/4' • I'-0' PANEL: A PANEL: 42 art, bmW VOLTAGE: 1201240 V -1Ph MAIN: 150 ARQ M.L.O. FEEDER :3-#2)0Cu THWN81-#8Cu(G)In7'C. OR 3-#410ALTH M81-a'8Cu(G)in7'C. am. ra. Star Doswlpdm wab elrewt cl—I wMb a:n non wr P.I. wa. 012 1 20 Small Applim. 1600 i B000 Renp. w 2 N 012 1 20 Mlorwsl./Hmd ism 3 4 012 1 M Sm.l Applmo 16DD 5 a B 45M Wdw HmUw 25 2 010 012 1 m Rtw..w 15m 7 012 1 fi OWn Rs gs AFC( 15M 0 10 12M Db w GFI 20 1 #12 012 1 20 ndh GFI Rep !acts 120D 11 12 1500 DNhesh«GFl 20 1 012 014 1 15 foyal IN Flw HMl l Sbin AFCI 000 13 14 6000 Oryg m 2 #10 014 1 1S G"Room / Din. u t/Lsg AFCI wo 15 14 014 1 16 Altc4n Loft IPen I Dmp AFCI 900 17 Is 1500 Wun.r GN 20 1 M2 014 1 16 PWDRISIu AFC Nd#6/aelN #i 0D0 1 /9 w 10m0 Gm Oe« OmwCFI 20 1 #12 014 1 15 H09 Ro«la.d N1LYMCM..lAF9 21 1 22 12DO Gen IE41ed«LbaRs .AFCI 20 1 0/2 014 1 15 11002/Lau AFCI 12M 23 1 24 ON Oew« BeftW SOY AFCI 16 1 04 014 1 16 1W NI Bgh 02 AFCI 9D0 26 1 20 No O -13p lW.LD. AFG 15 1 014 S a 27 2# so.. 9 s 20 30 S sw S 31 32 8 ee S .ee 33 u g .. s a 35 36 S 9e Sp.. 37 38sp,.. 06 2 00 A/C ANU-1 sbr 10 nVA et NY "is 39 41 40 42 4400 N.C. A/C C.U: 1 40 i FS w.ae .e ba.mmarc «ogewow.lnn. x1oD 3ma9 eed. ea to aemana bm«egewg m.rnne Demand FaftrCeleuliMom: ABBREVIATIONS: AFCI: ARCFAULTCRCUlr NMRRUPTER NC: NOW)ONCUENT LOAD OR: GROUND FAULT NMRRUPTER Taglmda wtbaemmaba« 6N00 Fhg IODDDwn. d 1 10000 ;M w8. g40% 77760 A C sd LOAD CALCULATION IS BASED ON MC NON -COINCIDENT LOAD Tabs Cmmaed Loma AlOs 20SV Taal •(vwae 1240 �wnel 12A1 Ualitm S Roca tack Load —Oonanl a.I A/CS nFrt _ 1751 Gellerd Lb B Rs 3 W / S . N. 5253 "m 19 at BSWIL Nett 1235 Gesml 8488 tlal TGbIvMb G•wrg Lb s nee Parbl A 101 Mi 8488 150 AMP ELECTRICAL RISER NOT TO SCALE. GA ENERAL NOTE91 ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FDCR btw EDITION /2-11). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS, B. ALL CONDUCTORS SHALL DE TYPE TH4N/THW UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 180 AMP, 120/240 VOLT, I PHASE SECONDARK ELECTRICAL SERVICE. PROVIDE 3 q COPPER (CU) IN 1-IR" DIA SCHEDULE r30 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO SIC), PROVIDE 3 2/0 CU, THLN • 1% CU IN 2' CONDUIT OR 3 4/0 AL, THOU • 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE E:0 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHA8E NEMA 3R ENCLOSURE PANEL WA12P TELEPHONE EENTRANCE OUIM"ENT SERVICEEfCIPMCE ENT TELEVISION Y CAaLff INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CCMIECTIOINS 1 4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011). 5/6" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774407E www.abdeslgngroup.com AA #: 0003325 a C ITO DAz'E 08/20/18 SCALE: 1/4"=1'-0" 8HEET E1 HEi 0 0 28'-Im' Im'-Im' a - a LAV. F=====-------- r !OPT.! ° OPT: o_ w ----- ------------- n LAV. � • • I � BINK DLU = I I I _ R2ANr E 36•xe0' I �� i O_ O SHWR PAN — I I I I o I O r , o li ° I I L J — — m O I I KITCHEN LAv. SINK W/ 2' V.T.R AUTO VENT 2' 11/2' 31'-4' 3'-6" 2'-II' I' -II' Y.T.R I1/2,'I I1/2' WASHER 1 1/2' 1�'2 I I/22' 2. LAv iTUEtI I1/2' 2' LAv. g• 3, 2. I ro � I I 1 = 2, :LAV. SHWR I A wC 3• 3' 2' CA. HD 3 I TO 0 0 ___________________ o �. ____ o� PLUMBING RISER - PLUMBING MAIN PLUMBING PLAN SC -ALE, 1/4 • I'-0' 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdosigngroup.com L AA & 0003325 h 0 0 a W i O Z sv$DIV ea LOT: SILVERADO LOT 4 BLK 11 PROJECT# 04128.001-04111 MODEL: 4ENB "1751-NEUVILLE" GARAGE BVfMG: LEFT PAGE: PLUMBING PLAN HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALE, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB s MASTIC. AND INSTALLED AS F'ER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GiALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FOC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601, 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC ` 010 EXTERIOR WALL PLENUM*MECHANICAL AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLERRIOR WALL VC CONDENSATE DRAIN LINE EVAP. TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) BLDG. CODE SECTION 3012A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER X2 W/ (2)-3/16'' TAPCONS WIT SIMPSON LLB ROLL STRAP OR EQUAL W CONCRETE SLAB SECURE STRAP TO WIT W/ (2) SOXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD * 12' FROM STRUCTURE SCORIATED NICKEL COWTE.LUG PP FIN. FLOOR C.O. LUG ESMNZE FL. PL. OR WALL I'-6 � SEE SPEC. BRA$$ PLUG --'—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ///--- WADE 0240-K JOSAM 56MO INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP.) N FIN. GRADE OR PAVING CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-8078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 J h Lo 8 b 0 k c sF 9 nwH7E 08/20/18 SCALE: 1/4"=1'-0" SHEET m1 2X4 TOP PLATE 1/2' DRYWALL FIN, PLR. PIE-FAIS TRU88 2X4 WOOD STUDS •24' oz. SLAS NOTE: 5TUD5 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CA51NETS SHALL 5E NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 1 _TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.1'-& FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' OS$. SHEATHING OR }' CDX PLYWOOD SECURED PER 00 FASTENER SCHEDULE 4 PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I TYP. ELEVATIONS O.H. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND-y- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,; Ly9/S' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL, BD. - WOOD BASE — E' DIA SLEEVE, DO NOT CUT PROAR rE BOND REAM NOT CUT WLID GROUT THE BOND W/ (V- ,C _ BEAM l2) Co~ RNSARE 2A PIPE THROUGH BOND BEAM ECALA, 3/4'.I'-0' FIBER 1-ASS SHINGLES OVER I30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' OS25. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V'-0' FIN. FLR m W/ WINDOW OPENING BB TT SECTION NO OPENING NOTE• PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 402, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM \JDV SCALE, 3/4'.I'-W IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE II, ASTM D 406S TYPE IV, OR ASTM D 6151 14" AID WL r &" ww 29GAS LINE THRU BLOCK �eAu. vr.rx FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905UU ON J' OS$. SHEATHING OR J' 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 PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR W TH ICK 2 COAT - rORTLAI D Cealt PLATER AFM ED DIKCR7 TO MASOIRT ,rm REa REn GORIER BEAD v cm !EE OTR1CTIRAL ►OR R3N'ORCB'@TT 2" I.S. uD ATTACH® TO RLL CELL A FER APPROVAL REO. EASEL ERTIbD s GARAGE DOOR JAMBS Di SCALE: 112'•I'-0' 2x 15LOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER v30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' OSb. STIFFBACK AT ALL UPRIGHTS SHEATHING OR I' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER O, FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER J,PER ELEVATION Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED 5/9' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-42 INSULATION P THICK, 2 CEMENT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL ix2 P.T. FURRING STRIPS E 24' O.C. 1/2, GYP. ILL. BD. CMU i— WOOD SASE 0'-0• FIN. FLR v a W/ WINDOW OPENING S TYP. WALL SECTION NO OPENING 6 _1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'-1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774,8078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 L4 a d jr, DATE:. 08/20/18 SCALE: 1/4"=1'-0" SHEET D1 A-9OLT6 4' E•eEDrB1T MK EAMY PROM FLOOR TO 2X6 GARAGE DOOR DUCK W/ (6) O )PX6• A -DOLTS 4' EMBEDMENT MIN. W/ 2'X2'KK WASHER AND NUT SPACED EVENLY PROM FLOOR TO GARAGE DOOR HIM IN JOINT$ PRIOR TO FILLING. 1-2X6 PT DLOCK • CENTER OF DOOR HEADER W/(I1JOW J-EOLTO 4' EMBEDMENT W/ 2'X2')db' WASHER AND NUT. MAN FACTLIFS" INSTALLATION INSTRUCTIONS WHERE SUCH MSTRUCTIONS APE MORE STRW4NT GARAGE DOOR 1 BUCK ATTACHMENT ecxa. Um-�, -- 8' CHU DRYWALLI'X4. OR 1'X2' P.T. NAILER ElIx4 P.T. OR %-X4' MIN. Tf SECURE THRU PRAME 4 EXTEND 1-)4'INTO BLOCK Pi MIN. %' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 Pi MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 0 +5 4 A SCALE: N.T.S. 2X4: SECURE TO BLOCK W/ Y*' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 IW O.C. MAX SPACING. 2xb:m SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 WITHIN 8' OF EACH END t IB' O.C. MAX SPACING. ZXB: m ❑ 1'X ' MIN. EMBEDMENT I Y4JTAPCONS(MIN. SHANK SIXE .145MIN. HEAP SIZE 300 CMU DRYWALL 4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-W6 OR CASING JAMBOR WINDOW MM. EMBEDMENT I Y4)'r�,Om, TTACH TO 2X PER WITHIN 8'OF EACH END 4 M ANUFACTURES DETAILS. 18 O.C. MAX SPACING.NOTE: SHIM AS NEEDED TO PLUMB BJAM(DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1//2' WlND01/ TO BLACK +1-1/2" " SCALE: N.TA. 2X4= 2X4= SECURE TO BLOCK W/ W6' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE -100 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TOBLOCK W/2-V*' NCN-STRUCTURAL TAPCONS TAPCON MIN (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XS:m ❑ SECURE TO BLOCK W/2-%, 7(r,' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 INSHA DOOR CAGING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4 J ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4) DOOR YD4DOAfC1/ 1"S" TO BLOCK ALE: N.T . 2X4:m SECURE TO BLOCK W/ 2)(4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X(Pm SECURED THROUGH SECURE TO BLOCK W/2-%, NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y♦' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8: CMU WITHIN 8' OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. 2XS4 ❑ I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK WIZ-%' OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ttACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 4" D WINDOW TO BLACK +2 1 4" �' SC E. KTA. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 J WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X MAX SPACING. MUST BE ON OUTSIDE 4 2XbmWOZ SECURED THROUGH BLOCK W/2- 'TAPCON NON-STRUCTURAL V TAPOONSECURE MIN. I-Y♦' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT IY4) DRYWALL WITHIN 8' OF EACH END 4 18' Or- MAX SPACING. x4' OR 1'X2' P.T. NAILER 2X84:m SECURE TO BLOCK W/2-%' TAPCONS DOOR CASI NG (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER 18' 04. MAX SPACING. MANUFACTURES DETAILS. Holt wn �4 raoao ro n.us,sew:oo nor oa-e®R•� DOOR JAMB TO BLOCK +3" E WDWT.TO BLOCK +3" S,CAJ,Es N.TA. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2x6:m SECURED THROUGH SECURE TO BLOCK W/246' NON-STRUCTURAL W,' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END 4 Yt' DRYWALL IB' O.C. MAX SPACING. ❑ I'X4' OR VX2' P.T. NAILER SECURE SECURE TO BLOCK W/2-ZE 2ND 2X SECURE TO TAPCONB(MIN. SHANK SIZE rl STRUCTURAL MEMBER .145 W/12X2d WITHIN 8' OF EACH MIN, HEAD SIZE 3" END 4 W TO 8. O.C. MAX MIN. EMBEDMENT I Y4 J oOR CA81NG WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAI® TO BLACK +3" F +" SCALE, N.T.S. 2X4am SECURE TO BLOCK WNa' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 10' O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STIid1CTURAL )6' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4' TAPCONS(MIR SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 ,CNN MIN. EMBEDMENT I Y4) •DRYWALL WITHIN V OF EACH END f IS' O.G. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XSm ❑ SECURE TO BLOCK W/1-1/4' Yy' OA,B, X 4' MIN. TAI'CONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IW O.G. MAX SPACING. MANUFACTURES DETAILS. rior4. wn,u NnaRC ro ruro,erw:oo nor ocrrm lY� DOOR JAMB TO BLOCK +3-7/16" ATNDOB TO BLACK +3-7/16" `� SCALE: N.T.B. 2X4= SECURE TO BLOCK Wb4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 axe:m SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-YA' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN V OF EACH END 4 j¢' DRYWALL IV O.G. MAX SPACING. ❑ 1'X4' OR I'X2' P.T. NAILER 2X8>z SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN, TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR JAMB TO BLACK +3 3/4" B BLACK +3 3 4" H SCALE: N.T.S. 1441 N. RONALD REAGAN B1 LONG WOOD, FL 32750 PH: 407-7745078 FA)t407-7744078 www.abdeelgngroup.com L AA a: 0003325 ItA W E 0 9u]3DIV. de I.OT SILVERADO LOT 4 BLK 11 PROJECT* 04128.001-04111 MODEU 4ENB "1751-NEUVIUE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B_ DATE'. 08/20/18 OCA,LE: 1/4"=1'-0" spun' D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 1S353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL S678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 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 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDIN G.ORG CONTROL DATE: 06/13/2018 d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774SO78 FAX 407-7744078 www.abdeslgngroup.com AA 7F. 0003325 h Pi p 0 a a aw08/20/18 OCAUD 1/4"=1'-0" mime" D3 PREFORMED CONTROL JOINT'S PLMNGE OF CONTROL JOIN" Td BE WIRED TIED TO LATH • S' O.C. MAX (\1NRTJ. NOTE,. DO NOT FASTEN CONTROL JOINT TO WALL EVEN IP STUD EX16" BEYOND EXCEPT 8TAPLE6 WV /SEmmLEG CCONMAYTR LRBE USED nO TEhIP. DIURING INSTALLATION —� FASTENERS TO BE SPACED • V Or— MAX VERTICALLY j• THICK, 3 COAT CEMENT PLASTER WRB LAYER •2. FORIVIBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VMJ OG. MAX AT SUPPORTS WPM LAYER 9, STUCCO WRAP WOOD SHEATHING LATH 6HAL.L NOT ... CONTMUOW a• To e• Is "'ob. THROUGH CCNTpM ne JOINT/ BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PISVNDE 2X4 BLOCKING PER ASTM CI®63 PLACED FLAT MAX W TO S' T.B.IA FROM CONTROL JOINT WHEN \ CCNTROL JOINT FALLS ON FASTENERS POR LATH TO 09 NAILS O\R STRUCTURAL O7UD STAPLES N COMR.IANCE W/ ASTM CI063 Tf — 2. WIRE TIER TO BE (NO. 18) 0,0415- WIRE / ` — 3. BLOCKING SHOWN MAY BE IN ADDITIOI�Y \ TO WALL STUDS REQUIRED PER PLAN / 7=71 OtPPLD.euefo•rt.a ®.XD OL FOLD eaYY® - M. A 2. ORRAa6 • M.O L CRQAEa • M. C OL MOLD N4YRD • M. A ]. aPRAN • rt. s TOLD • AR ® L—NIafC•rt.A ]. CYAN • PT. a a Clsad6 • PT. O 4 MOLD rt. D Ov" PT. 6 TILL PT.O TOYG#R OOTTCI R_ANdE Un �d AL PLAN GA " WTPWaTI/NT NAL FOLD, Ma 1' TFNCK 3 COAT CEMENT PLASTER rRRa., A' 2 COAT ClIl PLA6 16e (cm UM LAYER 4, FORTPWM BUILDING PAPER(NMt! ONLT) CUE aonL NRTALL ICICKOtn M1/MIM6 AT aORA1 Q IW e WYLI. N,u]EcrlaNe AP APPROVED, OUILDMG WRAP SHALL M LAPPED A MINIMUM OP 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL 6EAMB NEED TO BE TAPED UNT14 PORTIBER GWEATMIN6 TAPE / 1' MIK LAP s METAL LATH \ X X X X� ' LATH VVIll LAP TO DE P IT METAL LAIN I WRB LAYER 9, STUCCA UAR4P 6'�UM PAP R AP LAYER 42, PORTIFIBER \BUILDING PAPER ® KIC KO UT DETAIL O eOOLo'PM 00 � (B.o OR 4LL SIDE LAPS OP METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH VID416-I11(III-M1) WIPE AT INTERVAL/ NOT MORE THAN S' (226-MM). A/ PER ASTM CIMJ3 IAL FOR REPAIR OP TEAM IN UM LAYERS, TEAM MAY BE PATCHED WA40UGE WRAP TAPE PER MANLP. SPEC, OR PEEL a STICK WOOD /TUC 01411 MG STUCCO 3 COAT CE98TNT PLASTER METAL LATH WRB LAYER •2, FORTIPIBE BUILDING. PAPER WPM 8TU O WOOD SHEATHING WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER RooF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING E (NAIL TO ROOF DECK, NOT WALL SHEATHING) — CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N,T.S. 4'x4' 1. OR LESS PIPE PENETRATION 4• CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE PLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS 11001 ED TO SECURE PIPW WURE TO PRAMNG N.T.S. 71-1 ON6' SEEP-ADHERNG MEiti6R.M1E PLA6HIN5 (COMPATIBLE W/ MOUSE WRAP MATERIAL) OVER 4'x4' SELF-ADMERING MEMBRANE PLAIN OVER APPROVED HOUB! WRAP. FLA/HMG TO EXTEND ONTO PIPE CUT AND OVIIRLAP ONE SIDE OF Zahn FERMG Ml9 --- iLA6MING WRB LAYER Q. PORTPMOR BWLDING PAPER METAL LATH 6'x6' BEEP -ADHERING MfEMBRMJE iiASHMG OVER 4'x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED 47u4' PELF-APHERMG MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXi®JD INTO PIPE K' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR MPILTRATICN BARTER OVER SHEATHING ELASTOMERIC COATMG OVER STUCCO/ C.V. PINION (SEE TYP WALL SECTION) SECTION PER SECTION RM.7 ExMbr 40Wna wd MwtaM ExterW use of Portend wmsrd Piaster shell comply RIM the solos on reWWrements of ASTM C 926-12A. Installation of exterior lathing and Ir mirg shad —ply MM ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDING PAPER METAL LATH x-x-x-x STUCCO I�� A0 %//////////� 5ELF-ADHE5IYE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-84-7-09, MIN. 2.5 L55- PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA * 0003325 J 0 b O a P. .F-pa� 08/20/1a 19CALE: 1/4"=1'-0" 8*=ZT WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS, E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,y, CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER -1, i I� STUCCO WRAP I...' ` HOODED VENT THICK, 3 COAT CEMENT ;I. PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 02, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION METAL LATH a• Clu )` VINYL CASING BEAD W RAISED BAND 7b tr ecr.�ro TO I' rn�-WALI wE W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( _ Y L J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-64-1-09, MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I V SELF ADHESIVE — FLASHING (INSTALL PER MANUF, SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.TS. ELEC. METEF VERIFY LO iiRGfi I GI� J =;_=I VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION i —ELEC. METER FIELD VERIFY LOCATION WOOD 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER Ye' TO 78, MID -WALL WEEP SCREED APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER RI, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING WIC LAYER "I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH p FINI,SN - WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • T' OG, MAX jii 11"P ffi YING (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING l APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER M STEP #2 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SEMSIRAHE e GRADE 'D' FELT MEMBRANE FLASHING FLASHING; OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 2, FORTIF15ER BUILDING PAPER STEP #4 COATING OVER 4ELASTOMERIC STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #& OELECTRICAL RECEPTACLE 1441 N.RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407.774-6078 FAX 407-7744078 www.abdeslgngfoup.com AA M. 0003325 8 2 p 0 a D � 08/20/18 SCALE: 1/4"=1'-0" 811=T dd A2 WOOD SHEATHING WRB LAYER M, STUCCO WRAP WOOD WRB LAYER 02, FORTIFISER CONBTRNCTICN BUILDING PAPER 9'i HAT CHANNEL a' THICK, 3 COAT CEMENT WIV TYPE 'X' DRYWALL PLASTER 6' SAP. 4 TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING ; 4' POSITIVE DRAIN WRB LAYER M, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER %' \ W SELF-ADI-EREING Y,&-WRLr--IW CUSTOM FLASHING WRAPPED i . i :�� • TOP OF WEEP SCREED TO SHEATHING BELOW WEB LAYER M, .?�.:'. `� STUCCO WRAP i WEB LAYER 4, F'OIETIFIB i m i BUILDING PAPER 6' SELF-ADHEREING WRB LAYER M, '/ FLASHING WRAPPED STUCCO WRAP a CO AM66;W?IIIC-180 4' WEEP a CORNER OF CANTILEVER POSITIVE DRAIN SCREED NO GAP IN FIELD —� (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL.0 CANT. SCALE: 1 1/2' • P-0' NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-mg, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH FOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL 1 BARRIER O �^ i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED PAINTEq WOOD SHEATHING FINISH f i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER , VINYL CASING BEAD — L. NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON RESISTIVE M RESISTIVE 2 _1� i' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH RED PAINTED WOOD SHEATHING FINISH FINISH J' THICK 3 COAT CEMENT i HEADERBEAM PLASTER 0151.11111 11 .2 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @b RIP EDGE INSTALLATION EXT. WOOD FRAMED COLUMN BREATHING WALL I:: ;: RESISTIVE SUB -ROOF¢ DECKING BEER ' 3' X 3' 26 GA CALK I I�., WEA RESISTIVE PRE-ENG'D TRUSS �� FINISH LAYER /2 LAYER PEEL 1 STICK) METAL DRIP EDGE :; BARRIER 4 WEATHER RESISTIVE 6' PEEL 4 SET IN FULL BED OF SEALANTA' MIN. _ 1.. ,�, 6' SAP. \ BARRIER 9 STICK* DRIP SPACE FROM DRIP PEEL A STIPK WEATHER RESISTIVE FACE TO TREX 116'x3' 'L' FLASHING BARRIER 7 / DECK EMBEDDED PTHICK COAT CEMENY HIES IN ROLLYOF IN ROOF CEMENT LABTER3 1 K' X 3' 26 GA GAL V. METAL LATH Ya' GAP FOR BACKER METAL DRIP EDGE WOOD SHEATHING 10 I K'XI Vs' P.T. OR SIMULATED ROD 4 SEALANT Ys' GAP FOR BACKER SET N FULL BED OF SEALANT,1�' MIN. TJ9 WOOD (TREX) FILLER VINYL CASING BEAD ROD 4 SEALANT .. SPACE GRIP CONTINUOUS 1 I. FACE TO TREX WEATHER RESISTIVE WATER PROOFING Net WEATHER RESISTIVE VINYL CASING BEAD:• BARRIER M EXTERIOR GRADE LAYER (2 LAYER PEEL / BARRIER M �10 WEATHER RE81871VE DRY WALL STICK) WRAPPED FROM �' WEATHER RESISTIVE WATER PROOFING let ' ' BARRIER 42 BALCONY DECK TO BARRIER e2 LAYER (2 LAYER PEEL EXTERIOR COLUMN 7FHQC, 3 COAT CEMENT CANTILEVER '^'�^"a'a'�'^' 2 STICK) ,w n�A�'ie ^aw"�YiP COLUMN SHEATHING 4' POSITIVE DRAIN nwpP air -seen PLASTER 6' PEEL 4 STICK • `- -` VINYL CORNER BEAD DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP PEEL 2 STICK 6' SAP. NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDGE I Yd'x3' 'L' FLASHING (SHOWN FOR CLARIFICATION OF ®® 3' X 3' 26 GA GALV. SUB FLOOR i FULLY EMBEDDED IN SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE .;ROOF CEMENT — — ^ SET IN FULL BED OF 1 Jx 3' 26 GA GALv. I VXI 1/4'P.T, OR SIMULATE SEALANTA' MIN. SEDL WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX y I r�'XI Yj' P.T. OR SIMULATEp SET IN FULL BEDOF CONTINUOUS WOOD (TREX) FILLER SEALANT, J4' MIN. Yi GAP FOR BACKE VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP ROD 2 SEALANT WATER PROOFING let Yi GAP POR SEALANT FACE TO TREX VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 OPT' BACKER ROD'RESILI PEEL 1 STICK) STICK) WRAPPED FROM - MODIFIED SO WATER PROOFING bt @PAANTILEVER DRIP HAT CHANNEL I �- HA CHANNEL BALCONY DECK TO CANTILEVER 3IE THICK 3 COAT CEMENT t e. DR PEEL LAYERCK1 WRAPPED BALCONY DECK TO EDGE 5/8' TYPE 'X' DRYWALL P PLASTER METAL LATH WOOD SHEATHING HAT CHANNEL HA CHANNEL VINYL CASING BEm 16 CANTILEVER J'THICK 3 COAT CEMENT PLASTER P LASTER LEGEND W/TEXTURED I PAINTED FiNIBH WEATHER RESISTIVE BARRIER 9 9/8' TYPE 'X' DRYWALL METAL LATH WEATHER RESISTIVE W/TEXTIIRED 1 PAINTED WOOD SHEATHING J' THICK, 3 COAT CEMENT BARRIER 42 FINISH _ • W POSITIVE DRAINAGE PLANE (L1R5 PLASTER 4' POSITIVE DRAIN �' THICK 3 COAT CEMENT DRAIN IiCFO 4I-DCer] VINYL CORNER BEAD�SCIEEED PLASTER -- --- LATER 01, STUCCO LJRAP) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY LJRB LAYER *2 (FORTIFIBER — — — — — SEPARATE ACCESSORIES ONLY) BUILDING PAPER) BALCONY DRIP 11 EDGE INSTALLATION BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN METAL LATH x—x—x—x (W/" L" FLASHING) SCALE: NTS WOOD SHEATHING STUCCO SELF-ADHESIVE FLASHING - 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER fCORNER BEAD FASTENED TO SHEATHING to �' O.C. MAX. WRB LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER (14 A CORNER BEAD C FRAME lk 2 1/2" � CORNER BEAD (FASTENER 4 SPACING * -1' O.G.) CMU 5/B' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER 02, FORT BUILDING PAPER — METAL LATH d' THICK 3 COAT CEr PLASTER _C &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE - 15B CASING BEAD ® WINDOW FRAME, NO BAND) WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 'i WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) d N. RONALD REAGAN Bl LONG WOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdealgngroup.com AA M: 0003325 114 DATE, 08/20/18 SCALE: 1/4"=1'-0" SHEET A3 Ya' GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATHING CASING BEAD PLASTER METAL LATH IX TRIM MEMBER WRB LAYER •I, • STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 02, FORTIPMER _., WOOD SHEATHING BUILDING PAPER WRB LAYER 02, FORTIFIBER > SIDING WOOD SHEATHING SUILDING PAPER = x: WRB LAYER 01, STUCCO WRAP METAL LATH 1777777777 THICK, 3 COAT CEMENT A WRB LAYER 62, FORTIF15ER s STUCCO WRAP u� LAYER PLASTER BUILDING PAPER eTuccO WRAP 6'SELF-ADHERING METAL LATH CASIWa BEAD FLASHINGld (P' SPE 77" THICK, 3 COAT CEMENT FLASHING OR ELG VINYL ANGLED EXPLED 8 4 STICK OD CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BEAD DRIP CAP (CROSS SECTION) WINDOW FLANGE WRB LAYER h, STUCCO WRAP r' VINYL ANGLED ` WOT-p ��TiCH \�1SING BEAD r WOOD SWATHING / WEATHER RESISTIVE WRB LAYER 02, FORTIF15ER " BARKER q BUILDING PAPER : ' AT ER�ISTIVE " METAL LATH X?1 T�Y�SONS / 6R-ADNEIenr► THICK, 3 COAT CEMENT ++ a PLASTER \ '� PLneN6tG 1vcv.. JATWER RESISTIVE DAMPIER•� STARTER STKP / `� �TKM MOISTIvE 6'SELF-ADHERING J FLASHING .' : I `�\66'-AONETeNG TAL ASWM r I I TAL DRIP CAP � AL VV METAL z• ~�� WINDOW FLANGE hum MENDEASM CASING BEAD Ca? WINDOW ' % Y'X6. 61MUt ATED UIaOD TRIM MENDER 15C(FRAME, W/BAND) `ti\ rfPPI%0%'W GAP ( SEALANT M SIDING TO STUCCO ® BLOCK TO FRAME WOOD SHEATHING�� TRANSITION METAL LATH NOTE: METAL LATH: LATH TO BE PER SECTION WRB LAYER 01, R103.1.1 / ASTM C-841-09, MIN. 2B LBS, STUCCO WRAP WOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 02, FORTIF15ER V; �• - BUILDING PAPER WRB LAYER *'I Wood C"TRJCTION—` THICK, 3 COAT CEMENT STUCCO WRAP WOMB � RE"T,vE� PLASTER �T RE6I6TIVE WRB LAYER 02, FORTIF15ER YxaAL VINYL ANGLED BUILDING PAPER CASING BEAD METAL LATH / STARTER ST1tlP�\ VINYL CASING BEAD THICK, 3 COAT CEMENT (EXPLODED' VIEW FOR PLASTER r"R ETA`—� CLARITY) a-r DEAD VINYL CMNM— I (ow 19"IBLE Pvc CASING BEAD C RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = V -0' BARRIER DER ill THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH 'a WINDOW FRAME � _�.......... ...... ....... ............... WRB LAYER 62, FORTIRBER BUILDING PAPER E-Z BEAD VINYL CASING (W/!'6' FLEXIBLE PvC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY � 6' KELP-ADHeKNG ¢FATHER W616TIVE BARRIER 9 TO LAP W MIR ABOVE TOP a Z PLA614NS �_WEATNER RE616TIVE DARKER, `�—ATFlRKaeR RE816TIVEa / LLEBA �TNER �616TIVE (W/%, R.A.IDLE Pvc BACKER Roo) SIDING TO STUCCO `WEATHERRE616TIVe BARRI ® FRAME TO FRAME ER -2 19 TRANSITION Y4` GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT / TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 61, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE I WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP -------------------------------------------------------------------------------------------------- 16A Ez BEAD WINDO�N CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407.7744078 www.a bdes Igngrou p.coIn AA N: 0003325 w 04 0 m a a 8XM3DIV. & TIA SILVERADO LOT 4 BLK 11 PROJECT* 04128.001-04111 MODET - 4ENB "1751-NEUVILLE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS DAR� 08/20/18 SCALE: 1/4"=l'-0° SKEET W A4 iQTORARILY FOLD-I✓r a SECURE CUT wousa Ar House~ (OR TUCK FLAP U OM AT 45' ANGLE S! HEAD MODR4ED 11, CUT I , T T, INHOuble RAr OF o. aLL RO. SILL L Lm OF RNMJ OW OPENTING ROW Houbm~ N AT JAMD6 a aLL Gl4HICALLY FAEmals, (CAP � NAILS, STAPLES) APPROVED HOU9M~ OVER "ATHNG OVER mD STD WALL ELOPE SIW RO. i0 EXTERIOR INSTAOLPONT LL As TM R-AALL AT THE aLL STEP 1 STEP 2 STEP 3 INSTALL 6'- OW-ADHERING PLA64ING OVER vINrL HEAD LAGHM (WITH I DAM G)NAILING FLANGE INSTALL 6'- 6W-ADFERNG q.AaANG OVER NAILING FLANGE JAllm INSTALL VINYL CAP EMEND PLASFLAS G TIN I' BELOW SILL FLExIBLB RAS/NNIG DO NOT SEAL BOTTOM RN #D—Vwwj 11 nN AM ADH061VE D(18LE R.Aa1N VER DRIP CAP ECTO-~ EOUV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS L ITT lei THE CONTACTORS PIRSM"l6kLrr TO VERIFY THE COnPATIDILITI- OF ALL PRODUCTS INCLUDING WOUSM RAP, SEALANTS a SELF -ADHERING PLA6HNG MATERIALS USED DOING CONSTRUCTION, 2. INSTALL ALL MAMMALS PER K"FACiURERD wnrTRN SPEOFlCATIO1,16 W9RlNm. SIALANTS MAY REACT ADVERMLY P NOT COMPATElL6 CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW ]1" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK MOTE: REPAIR SCHEME SHOWN SHALL ME IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION DELOW THE WINDOW OPENING NO TE, PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdestgngfoup.com AA is 0003328 tf! W E O I BiJHDN Q6 LOT: SILVERADO LOT 4 BLK 11 PMJ=T# 04128.001-04111 MODEL' 4ENB "1751-NEUVILLE" GARAGE 81rWO: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING D M- oa/zo/la ScALE: 1/4"=1'-0" SHEET WA5 \ \ t , 1/8, TENURED FINISH • WOOD, 1/2, TEXTURED 2x6 SUB -BANS FINISH cm W/I'x4' NOTCH a METAL LATH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAPD SHEATHING WRB LAYER 01, DRIP EDGE 1\\ STUCCO WRAP(HUME ONLY) 1 \\ UM LAYER 42, FORTIFIDER 1/8' TEXTURED I ! BUILDING fl PER E ONLY) FINISH al WOOD I \\ 2x6 SUB BAND m ROOFING CEMENT I/2' TEXTURED � \ FINISH * CMU \ / \ DRIP EDGE \\ METAL FASCIA METAL KICK OUT WRAF,Vs' FROM \\ ©FLAN B STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ \\\ NOTE: NOTCH FOR 2X6 \ \\ SUB BAND ONLY ®ELEVATION ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) - 1'1/8' TEXTURED FINISH m I WOOD, 1/2' TEXTURED / FINISH a CMU -2x6 5U5-5AND W/I'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRU55 TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FIN15H 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/V2'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x / x x x x x x x x x x x �='-- x x x x x x x x x x x x x x x x x x x x /- x x x x x x x x' x x x x x SUB BAND DETAIL Ca? WALL 3w x x x x x x x x %SC" x x x x x x x x x x x x y x x x x x x x x x x x x x x x x x x x x x x x x x j x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL O WALL W/KICK— 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/Wx4' NOTCH m END, WRAPPED IN PEEL 4 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. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 lbl'i amn 18 D � 08/20/18 BCALJ6: 1/4"=l'-0" SHEET dd A6 AA' -A" 29'-8" 4" CONC. SLAB w� O a *3 1/2 FM-12X78 — — — — — — — — 1 EXTEND 1.1 SLAB 1 1/2" 2'-4" 13'-0" 10'-4" 5'-6" 2'-0" 6'-2" 0'-0" x a b T�_ SLAB ILL FT N I . 1 21'-0" ,9 4" PVC CHASE L _ _ TE-1 *6 1/2 b k. r, 5 i, EXTEND SLAB 1 1/2" I f I� I� EXTEND— 1A 1.1 O b SLAB 1 1/2" FM-12XIS ( 4" CONC I , 1/ 4" 3,4.4" Ii5 (y A. 3 * 2 -71/2 FMC-12X18 FM-12X18 FMC-12X18 1.1 L FM-12X78 J ------- — 4 FM-12X12 _ — --- _ 4 1.1 2'-6" 16'-0" '-4" 4'•0" ,-4" 4'-6" 8'-10" ILI 19'-8" 6'-8" 13'-4" 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 +-U-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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 LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10' SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.CIINDICATED #5 BAR, EIINDICATES #6 BAR,SNDICATES#7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 - 30", #6 -36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm. 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6#1 EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS SX6 W1.4XW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12X18 12" CONTINUOUS 18" (2) #5's (+)0-0" FMC-1208 12" CONTINUOUS 18" - (2) # s #6 IN CURB VARIES FM-12.12 12" CONTINUOUS 12" - (2) #Vs - (-)0'-4- TE-1 W, SEE PLAN 8" - s #5 M CURB 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 b 0 1u 03 a nw E` 0e/20/18 SCALE: 1/4"=1'-O" e s1 30" MIN. EACH WAY -- MONOLITHIC FOOTING _17 STEEL REINFORCING IN GROUTED g IT STEEL REINFORCING IN GROUTED R ° CELL SEE PLAN FOR SIZE AND g a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS - 111 �_ p SPACING REQUIREMENTS 2 Y m V r° If GARAGE DOOR w �d Rd w <� I.1v. FM gam? RECESS ¢O N 8"CMU WALL O to 8"CMU WALL I CORNER BARS, SAME SIZE AS BAR W S ° e) IN FOUNDATION WITH 30" LEG EACH J w In 0 +-0'-0• TOP OF SLAB +- 0'-0 TOP OF SLAB d WAY AT ALL CHANGES IN DIRECTIONS I ° > "1 SO THAT THE STEEL REINf. IS CONTINUOUS CO MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE . EXT. POR4' CHAMFER (iSTORY) "EXT. IH PORCH SLABW/ - V IFS SEE SLAB SCHEDULE TOP Of QARAQE I4" CHAMFER II° I� °- ` v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULEAT MASONRY UNITS SET ELEV: 1!2" IS6 CHAMFER (2-STORY) JOINT(W• •° #4 24" W/ l/2" ISOLATION (1STORY) la °-� 8"CHAMFER (2-STORY) >APPLICAB SEE SCHEDULE #5 30" JOINT (WHERE AppLK:ABLE) 2 • • • EE SCHEDULE a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 361, FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 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 _ SCALE: 3/4"_1'4' 2 �a GARAGE SCALE: 3/4".1'-0• CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" � SCALE: 3/4"-1'-0" LAP TOP PLATE A MIN, OF 48' LAP TOP PLATE A MIN, OF 48" —may AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING 20 OR 2x8 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP WALL W/ SYP No 2 STUDS SEE No 2 STUDS SEE PLANS FOR�/�SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE IL j U) NEW REINF. BAR SPACING. SINGLE BTM. PLATE 'k9" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. O a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2 I Il g EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY 8", UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 18" O/C STAGGERED. -p FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ N p; SPECIFICATIONS FOR 10d x 1 1/2" COMMON NAILS 3 1/2"DIAMETER CONC. FILLED STEEL PIPE' G 6x6 METAL PLATE m USE AND PREPARATION OF HOLE. Jcc FILL ALL HOLES, DO NOT USE 10d x 3" W 2 SEE SLAB SCHEDULE ¢ Q w ¢ SEE SLAB SCHEDULE Q SASE W/ i/2"x6" ANCHOR BOLTS `pm O "�} gQ` TOP OF SLAB _� ° ,. TOP OF SLAB 4"CHAMFER (1-STORY) s i- m° 8"CHAMFER (2-STORY) EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL (_Q__�INTERIOR CURB FOUNDATION WOOD WALL BOLLARD c MONOLITHIC FOUNDATION SCALE: 3/4".V-0" (W/ UPLIFT} v SCALE: 3/4'-V-0" (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W! PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 0 0- BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAILcc 16" O/C STAGGERED. m Lu U IL 00 N 8" CMU WALL POURED LINTEL CONT. (TYP.) .ro: 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE I° '-'-� TOP OF SLAB 2X WALL FRAMING --0• SEE SLAB SCHEDULE 1/2" DIA. USP 725DSD BOLTS 5" TOP OF SLAB F MINIMUM EMBEDMENT INTO - - _F.SEE "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° UNDER WALL AND 16" O.C. VERTICALLY MAX -CENTERED POURED MONOLITHICALLY WITH a - FOUNDATION AND SLAB ---SEE SCHEDULEDULE FOR WxD, BAR SIZEBAR SIZE AND BAR QUANTITY * ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 9 SCALE:3/4".V-Y' 0 FOOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) SCALE: 3/4"=1'-0" 1 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA 0003325 fti z G m O STATEARCHnECTOs , iG Li ROD A L_ AR NO OV23 DAR�'E: 08/20/18 SCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" . 1'-0" 1441 N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 0 O F a -74 DAATTE: 08/20/18 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL OK RESAR W/ 10"HO GROUTED BOND BEAM a Q m TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM PER CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE ERTICAL RESAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. z LU #3 18" #4 24" m U #5 30" #6 36" #7 47 HORIZONTAUVERTICAL 1 REINFORCING SCALE: 3/4".1'-0" -� ■--NO-- ■- ,• 1001100110NION_■ ■- �--�-■ _m_--m__ OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 2<" HORIZONTAUVERTICAL #5 30" REINFORCING +� 36" .Z #7 42" SCALE: 3/4".1'-0" � VARIES PER ELEV. #5 BARS ■ m1 0 [Eli CMU UNIT DIMENSIONS ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4".V-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 W W W.&bdesWngroup.com L AA M: 0003325 J O C F a a DATE: 08/20/ 88 SCALE: 1/4"=1'-0" SKEET s1. 2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < T MAY BE NAILED W/ (10)d x 1 1/2" 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/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM D-0% FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 8 DESCRIPTION REMARK 1O 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. - BOTTOM OF LINTEL /T.O.A.. TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C -ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. -THROUGHOUT MARK DESCRIPTION It (psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 681 MASONRY 3000 8xB (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL LOAD r'*^ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eFaao eFtx4e aFa4ae eFm.De TYPE LENGTH 8110 8FE RCMU TYPE LENGTH ata-IT r4sT 0124T aFt2-2T VWT 11MG-V NW -IT aF202f WWI OMW aaaslT Nash m32-IT 8F3LQ7 T-W (42y PRECAST _ffBUe 2211 Y-r (42y PRECAST 1025 1024 1598 Y-0' (42y PRECAST Ism tam 3024 4304 mm et92 70M IBM 2aaa am4 43w am dIm 7m1 4'-0' (48y PRECAST 1986 4'-0' (48) PRECAST 785 783 1309 1'-0' (48') PRECAST I3m 23M mm and 4m0 ma eon 1383 2305 mm mid /670 ems am 4'$ (W) PRECAST IBM 4'$ (54y PRECAST 592 591 1073 4'4' (54y PRECAST 1207 am VP 3a76 400 att Sari 12a 2040 V07 3373 4043 4711 6370 S4' (W) PRECAST 1217 U4- (64y PRECAST 411 411 746 6'4• (841 PRECAST 1016 171 227e tam 33m 3m7 4622 the 1716 22n mas mM abet Sam S-tU' (70y PRECAST 1082 5.10' (70y PRECAST 34D 339 816 F-10' (M PRECAST ere lea 2m0 3/a7 mm 4131 am 1mi 2Dm tam 3107 307a 4133 8'-0' (rey PRECAST 908 8'-0' (781 PRECAST 607 n1 490 8'-0' (78•) PRECAST em 1407Fo 1 23ae mdt" 3712on em /4a tam 2ma z7m mat a7u T-0' M PRECAST 713 T-0' (W) PRECAST 424 534 383 T4T (90y PRECAST M 1 1 2m3 2m7 ms 7V /2x te24 2D25 24m 2m7 3221 9'4' (112y PRECAST 154 '. 9'4' (112') PRECAST 326 512 230 9'-4- (112) PRECAST Sol IN 1 ta4 tet 21m gem m1 am 1310 1643 19M 22D4 2nD 10'-0' (128y PRECAST 475 10'41' (126) PRECAST 254 401 180 10'-0' (128y PRECAS em $75 ne ttm lei 1 20H em ttm 1472 17m 2md 2ale 11'4- (138y PRECAST 362 114' (138y PRECAST 260 452 154 W-C (136y PRECA NN No tom 19 to 17m 107 104b 1372, i643 i0150 2/m 174Y (144') PRECAST 337 17-0' (144y PRECAST 244 402 137 174T (144') PRECA 4m 721 Dm 1t i IN$ dd0 Do 1302 1 tnay mn 134' (180y PRECAST 2" 13'4' (180y PRECAST 217 324 110 IYW (160y PREC�1410 3N 607 led Dm 1 1323 m0 la0 ttm 141 testy Imi n 14'-0' (168) PRECAST 21 14'4T (1661 PRECAST 205 203 100 14'4T (166•) PREC384 �P0 t 1m0 425 717 y 1003 1 1 IWTU4' (176y PRESTRESSED N.R 11'4C (17By PREBTRE88ED N.R. �4 01 U'-0' (17ay PRESTW ale 3m Wo m3 on, a3D ax 1 an 15 1131 1734 1S4' (1a4y PRE87RESSED N.R. 15'4" (184y PRESTRESSED N.R. 269 83 16'4• (184y PRESTRESSED m no 3I3 m0 4m Ole,Na ea 4a 7m i nt 1 tm4 tom 1T4' (206y PRESTRESSED N.R. 1T4- Wn PRESTRESSED N.R. 194 84 1T4' (205y PREESTRESSED 1m tm 2m aoa 4m dm mt r4o em I 7m 1zr1 $73 t4ri IW-C (n2) PRESTRESSED N.R. 19'4' (232y PRESTRESSED N.R. 148 52 IWW CM PRESTRESSED tm ma 3m 4a m7 as to 214' (25n PRESTRESSED 1m 1a m3 201 429 307 a2a 3m 841 480 I= me 1227wl on 21'4' (2S6') PRESTRESSED N.R. 21'4• W) PRESTRESSED N.R. 125 42 142 1m m2 IV Sri Me m7 77D rit 4m Dm ne t0Y M. 27-0' (ze4y FMTE87RE89ED N.R. 27-0' (264) PRESTRESSED N.R. 118 40 274T —w-) PRESTRESSED 137 us 3m n9 me m3 am 24'4r (2a6") PRESTRESSED N.R. 24'-0' (288y PRESTRE&4E0 N.R. 91 33 24'4T (2aey PRESTRESSED IN 1M tri , 2m 2e7 91D as 4m 4Ie NM 4m 767 mi as -129 2m 4m am 084 I= I= (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTEARETE DIVISION ACCEPTANCE N: 16-0126.03 �, �Diil�iii��ii�i�l imimivoimo� mmmo®om iii�Q� ®iDimii�iDim i�®OiG�fOil ii� iii�7 i0 i0 i0 sift i0 �ii�m00�"@1 ommom�ca� �i0�i0©0i0 ivioimii�iv®iv oommo�o iDiOmii��iD iO ®iDiOmii�imi0 i0iDi0i0i0®i0 ©00mm®0 iDiDiDiOiDiDifi� i0i000�Di0 ���0m0m iDiDi00i000 00�0®ii�0 iDiDi0�i00i0 � — — — — — — — — — — — — r r — — r — — r — — — — — — — — — -® BF16-1T/OM43B BETS-1T/ONVOB BF16-1T/OM/OB ! i ! O® i ♦ ! 1 i ♦ ♦ r.T r r r AF94-1 T/13ae1R r ®® rD ! ♦s I` i ♦ d !® LINO PROVIDE BBt i `♦ d WHERE ROOF TRUSSES ! $ < d BEAR. TOP OF WALL EL. 8'-8"UNO im ♦♦ ®d !� S♦ dd i ♦♦ db i i ♦♦ ds i ♦ ✓ i ♦ d d ! Y a { °o i F- { `m ! im ! i ! ! ° ! ! 1 1 ° ! ! i ! i { i ! ° ! { i ! ° I � i 1 8F8-iT/0M/0B ! ! i h iddd ♦ ! GT d �_ I ♦ dam♦ i b 0 9 BF1B-1T/OMI08 i #—r—— — — ———- a-------rr�-----yew® 11i2f-�q� .rrrr_—r— �—rrrJ 8F28-1T/1M/0B L — — — — — — — — — -- J BF16-1T/OM/OB LIFT BEAM PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7748078 FAX: 407.774.4078 www.a bdexlgngroup.com AA #: 0003326 -A F b 0 C0 W x scr»asv. as I.oT: SILVERADO LOT 4 BLK 11 PROJECT# 04128.001-04111 11[ODEL• 4ENB "1751-NEUVILLE" GARAGE 81fI7I'iG: LEFT PAGE: LIFT BEAM PLAN AND NOTES fig DATE". 08/20/18 sIIEET S #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4".1'-O" NOTES TO THE INSPECTOR/CONTRACTOR TYp 8'xg' fflizp 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM °D aZj-I 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING--* PLACE STEEL HEIGHT. �O REINFORCING (1_2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8'k18" QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ^ GCOURSE OF BOND �ti / REINFORCING ORBEAM IS OMITTED AND A LINTEL E BOTTOM EAMS TOIS PLACED. THE STEEL BE CONTINUOUS THROUGH THE 1#5 / A TOP OF THE LINTEL. P'`� S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *--- p,0s' FrG Bx16 DBL. BOND TOP OF `t QPF' BEAM W/(1)#5 BAR BOND BEAM •\Q 8 EACH COURSE \<\G 8x8 BOND BEAM TOP OF o • GQF.� W/(1)#5 BAR .� BOND BEAM F =FILLED W/GROUT I .�Y\GF U =UNFILLED GROUT SOLID FROM TOP \� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH /� # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 6-1 T/1 M/ B 8x8 PRE -CAST CONCRETE P�EF�P NOMINAL LINTEL W/ (i) #5 BAR (L2) QP HEIGHT # OF #5'S, TOP LENGTH OF BAR. WIDTH OF MASONRY g OPENING - 2" BOND BEAM COURSE QR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #51S, BOTTOM 8x8 PRE -CAST CONCRETE THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1)REFER AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOp OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 % 3) to/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM IF 1/4") 8" FROM EACH END AND AT LOWER ELEVATION tall O.C. MAX. MIN 1-1/4" I EMBEDMENT #5 BAR BENT AS SHOWN PRE CAST <3 1!4" 2X6APCON OR (MIN 2 X 3) MIN S ANK OR DRIVE PIN (MIN SHANK WINDOW SILL SLOPE SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 6- FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 0 ' 2fO EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16!'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA. END EMBEDMENT VCMUWALL BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4O ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 11/2".1'-0" 5 9 SCALE: 3/4".1'-0" PROVIDE 3" DIA, HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I SINGLE #5 CORNER A BAR, 3OX30 TURNED Up OR TURNED DOWN INTO . REINF. OF P�F BOND. FILLED CELL BONDD. SEAM I Y II II / II Uf 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / L STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4".1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4".1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-WIS FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 h L4 V A STATER �R rF1DA , UG ` 1p A ABOUCHACRA NO 93723 D TI 08/20/18 SCALE: 1/4"=1'-0" SHEET s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM D'-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2 PLY U:-1390 LBS G: 3628 LBS FRAMING PLAN SCALE: 1/4" . 1'-0" 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774-6076 FAX: 407-7744078 www.abdesigngroup.com L AA A 0003325 0 A 11111.2 D M 08/20/18 SCALE: 1/4"=1'-0" SHEET s3 A-USP DTC TRUSS ANCHOR B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) WITH (18) 10d x 1 112. TO TRUSS C- (2) USP TA20R TRUSS ANCHORS (2 OR MORE PLY) WITH 110) 10d x 1 1/2" NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) WOOD FASCIA SEE ICHITECTURAL 2x6 CURED W/(2)16d ,LV. COMMON NAILS. SECURED W/ 10d ,LV. COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF-AL SHEATHING PLYWOOD SHEATHING, SEE ENGINEERED WOOD TRUSSES @24"RA FASTENERSCHEDULE" SHEATHJAWFLOOR SHEATHING SUBMIT SHOP DRAWINGS FASTENER SCHEDULE' FOR REVIEW AND APPROVAL ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT . 1825 LBS (1 STRAP) (1 OR MORE PLY) B ALLOWABLE UPLIFT . 2430 LBS (1 STRAP) (1 PLY) C ALLOWABLE UPLIFT - 2410 LBS (2 STRAPS) (2 OR MORE PLY) 1a 1b 1c TYPICAL TRUSS/ SCALE: 34'.1'-0" GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS SAi" GYPSUM BOARD OR 1!2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 2X4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 112" GYP. WL. BD. a° a' a ° FLOOR TRUSS CONNECTION Qa L.B.W. `'F SCALE:3/4".V-0" (NO UPLIFT) NOTCH DEPTH 1/4•D 10 HOLE EDGE >5/8" HOLE DIAMETER <2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY I � —HOLE EDGE>S/8" BTM. PLATE STUD NOTCHING AND BORING LIMITS HOLE DIAMETER <3/5•D DBL. STUD (2) USP TA20R TRUSS ANCHOR WITH (16)10d x 1 1/2" NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN)fANCHORS RFUS STEEL CONNECTOR WITH USED IN CONJUNCTIONxW WEDGE BOLTS AND WITH HEAVY UPLIFT3 SCREWS CONNECTOR USC' WITH (2) 3/4"x6" WEDGE AND (8)16d NAILS 2x WOOD FASCIA SEE USC•• WITH (4) 3/4W' WEDGE ARCHITECTURAL 2x8P TU A Z(RS AND (8)16d NAILS SECURED GALV. COMMON NAILS. LTS ARE USED 1x2 SECURED W/ 10d MASONRY BONG BEAM ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS 7Z, 01C A ALLOWABLE UPLIFT. 7910 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = 10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT. 12W LSS (4 WEDGE BOLTS) TYPICAL ROOF 2a 2b 2c SCALE : 4".1-0 GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dx1/2 HPG COMMON NAILS. @ EACH END TOTAL OF 10 GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4".V4T A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"O USP WEDGE -BOLT, 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) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 34°USP WEDGE -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) 3/4"° USP WEDGE -BOLT, S 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) 3/4"°USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"-V-0" # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1/4"x21/4" TAPGONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4".1'-0" (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING V-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X' BRACE SECURE 2X8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ i/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. E)_NOT USED V EDGE CENTRAL SPACING SPACING SEE SEE 1 �CHEDLILE, SCHEDULE AMN PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE uJ 51/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD °o Z LAP MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. °D S. IN LIEU OF HILTI PAFS, 1/4" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) _ PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESPACMG CENTRALSPACING A DOUBLE 2x8 1 /2" 8" O/C 16" 0/0 B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 200 112" 8" O/C 16" 01C D DOUBLE 2x10 3/4" 8" O/C 24" O!C E DOUBLE 200 3/4" 6" O/C 16" O/C F DOUBLE 202 3/4" fill O!C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4".V.0" SEE SCHEDULE FOR BOND BEAM REO. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3/4".1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4".1'-W 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407.7744078 ww W.abdealgagroup.00m AA M: 0003325 V O 0 a !;IA SILVERADO LOT 4 BLK 11 PROJECT* 04128.001-04111 HODEU 4ENB "1751-NEUVILLE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. Bf STATE ARCHnrcenA DA�'"q.E: 08/20/18 SCALE: 1/4"=1'-0" SHEET S3.1A IF FLOOR DECK 216 PT TERMINATIONIf 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ 0) 16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4".1'-0" USP LFTAS W/ (16) Sd COMMON NAILS 2x STUDS USP LFTAB W/(16) Sd EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 1 Od x 1 GIRDER TRUSS 1/2" HOG NAILS FL#17239 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4'Li'-0" DEL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1Od @ 3"O.C. 1ST PLY INTO LEDGER AND 1 Od @ 3" O.C. STAGGERED UPPER PLY INTO 24 BELOW 8" CMU WALL REINF PER PLAN PER E EVATION 3� PERELE VATI m29 1X2 FIRE-STOPING OFSCHEDULE Oil/ NI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN USP A3 EA. TRUSSZ/- ____j /q" NAILING PATTERN ENGINEERED WOOD R TRUSSES .(SEE PLAN) TAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL_ SCALE:34".1'-0 #8 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED 1(I AS SHOWN i(j DBL 2X8 LEDGER jl'u' TO CMU W/1/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM 411 END W/ MIN 5-1/7' EMBED. REINF PER PLAN FLOOR DECK PER ELEVATION II I��•F O NAILING PATTERN 3c=i PER L V T 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4".1'A" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 SLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. W/ (8) 16d NAILS INTO LEDGER. AND 1Od @ 3" O.C. #8 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ 4 18d O STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. W/ (5)12d 1'4" MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEOGER TO CMU W/ 1/2" EXP. BOLT HI 8d RING SHANK NAILS @ 4" O.C. MAX @ ST. O2X6F FLOOR TRUSS FOR WALL REINF PER PLANAT 8"CMU WALL4// 16" O.C, AND 8" FROM INTOBLOCKING SH(STEATHING ATHIN SHEATHING NAILER) END W/ MIN 5-1/2" EMBED. 1Sd NAILS @ W O.C. MAX 1X2 FIRE -STOP PER ELEVATIONFLOOR DEC /q�. PER ELEVATION PER ELEVATION NAILNG PATTERN P R LEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD TRUSSES (SEE FRAMING PLAN) MASONRYNAILS @12 O.C. FLOOR TRUSSES (SEE 9 SEESCHEDULE FOR SEE SCHEDULE FOR USP HTAI6@EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. TRUSS (VERIFY W/ 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTAi6@37hOC. SS PLAN) TRUAX. AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN)FL#17680 AT PARALLEL /PERPENDICULAR 5 SCALE: 3/4".1'-0" PRE-ENG FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX PER ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK - W/ TRUSS PLAN TRUSS TO TOP PLATE 6/8" GYPSUM BOARD OR 1/THIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - USP MTW-12 U <1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14) 1 Od GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED, AT 32" OC MAX. 8 - (2)USP MTW42 U <2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) 1Od GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 216 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTELC RSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING •o• 'o' USP SPTH4 OR SPTH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2"COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @10'-0"O.C. MAX. 10d z3'• EPDXY 5-1/2" EMBED. MIN. @ 19' 1 Oa 10b 10C OC MAX. SCALE: 3/4".1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4".1'-V' Via° " TRUSS TO POST CONNECTION A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV, COMMON NAILS. FL#17244 • # B - USP HTW-20 U < 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U <3715 LBS MUGT TO TRUSS W/ (4) lOd GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8"°A.T.R. TO PHD4A AND (10) WS3 WOOD _b TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 9a POST TO SLAB CONNECTION SCALE: 3/4".1'-0" A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#, 7239 USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <UA,465 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (20) 16d x 2-1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407.7744078 www.abdealgngroup.com L AA B. 0003325 y Y U b C ]DATE: 08/20/18 SCAIM: 1/4"=1'-0" SIMET S3.1B r SMILE -END 1__:� HIP ROOF ROOF WIND DESIGN PRESSURES NET (GR SS) ASCE 7-10 ZONE 1 .8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 .33.53 PSF (43.53) "A". W-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/18" O.S.S. OR 1/2"CDX EXT. PLYWOOD, FOR 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 Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS @ 4" O.C. EDGEWISE 20 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 8d RING SHANK, 2 11Z' 0.120' 170,000 LNG RINGS SCREW SHANK 46I PER INCH) 8d SCREW SHANK 21/2" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESP-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES ., a Z C Z � W � LL Y Z S U Do J 2 . 2 � Y Ly�ryry 2 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS ROOF SHEATHING � BUILDING LENGTH L n ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS @ 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (.. . TO BE STRUCTURAL GRADE) 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd X 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.8.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVDE WAR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN EXPOSED OF CONCRETE ARE TO BECWUF6tED 314, ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017, 6m EDITION ALL EDGES ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER FD . 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 53043/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8401 CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLA83-0NGROUND WHERE INDICATED ON ELASTICITY.1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. 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, 6th 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. ONE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER 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. S` P 02• IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PSI 20 psf TOP CHORD-Tron-Do rrem 10 psf BIM CHORD-TroRHXm meM DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 pSt TOP CHORD (7 pSf w/ ASPHALT SHINGLES) (10 pst w/ No GYPCRETE) 10 Psl BTM CHORD 5 pSf BIM CHORD DEAD LOAD TO RESIST WIND UPLIFT-.1 Opst BALCONY LIVE LOAD 60 psf WIND: DEAD LOAD SPEED.150 MPH 3-SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE , RISK CATEGORY IO SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5 N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL RE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONSM B. FOR CONCRETE EXPOSED TO EARTH ANWWL WEATHER 1-1 /7 FOR MI5 AND SAWAEt 2" FOR W AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS 1-IJ2* FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: s4 BAR - 25" MI6 BAR - 36" 65 BAR - 30' s7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIANTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES, THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/11,18 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE 1WO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm . 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR W-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 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. , WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SMALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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, Fy . 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE S, Fy . 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy . 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. LATEST CATALOG, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMANK9 APPLICATION SIZE TYPE S-1. REMPAK9 1.2 PT FURRING TD CASE HARDENED CDC GARAGEDODRBUCK SEE DETAIL SEE DETAIL SEE DUAL SEE DETAIL MASONRY 1­ NAIL I Ill LONG. TO MASONRY/GONG. MD. AL. EXT. DOORS CASE W,RDENED CAC S•OIC WwCOW/DODO FASTENED GARAA2EDD0RS4GK SEE DETAL SEE DUAL SEE DETAL SEE DETAL 1. PT, SEE NOTES NAIL 11 LONG. STAGGERED INTO MASONRYMgNC. TO MASOMIYAbNC. WNDOWBl1CK CASE HARDENEDCOC GO W—WOW FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING Ix PT, SEE NOTE. NAILI IW LOW, STAGGERED I—MasoNRncoNc. MnsoNm lcaFK. REQUIREMENTS EIG.-1. DOOR 1/4•° 'TA— I70k IIrl EWWI cEND. NONEEARINO WCOO t?° EXPANBKKI SA QC +•ERASED.T END BLOb PT,SEENOTES NK)—ER FASTNER DIST..IV EDGE DOT. WALLTOCDNC. SLAB W/WASHER BOLT D18T., 3'EIXiE GIST. 2x PT WNDOW BUCK 9S°PAF x 21IB' S• OC A• @1D. DIST., i I? D.I PTTDbTEELCOL., SEE WI WASHER BTAIX3ERED EDGE DIET. NOTE. NOTES 1. STAPLES SMALL 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 NOR 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. I MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. d N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-774.4078 www.abdesigngfoup.com AA#: 0003325 L4 A n'"'�, 08/20/18 11 0 • 0