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HomeMy WebLinkAbout6877 Wagon Trail St99 18•04EBB-CAL199 v0 J� 4W a, C3 G> pp HOMES 12602 TELECOM E>RIVE, TAMPA, FL 33637 6 Q Ta1: (813) 740-9720 Fax. (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 6TH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES ABV. ABOVE MFP MANUFACTURER A/C AIRCONDITIONING ALP. MIN. MINIMUM ADI. ADJUALTERNATSTABLEE MTD. MOUNTED M.T. METAL THRESHOLD AMP. AMPERAGE MTL. METAL BD. BOARD N.T.S. NOT TO SCALE CL CENTERLINE O.C. ON CENTER CAB. CABINET PL PROPERTYLEVE DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES 12602 TELECOM DRIVE TAMPA FL 33637 + TEL: (813) 740-9720 FAX: (813) 740-9715 :OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CUSS B .BAS[c WIND SPUD - volt=150 MPHC.T. Vasd=1181PH -EXPOSURE - B •1-STORY RESIDENCE - CLG. CLR cONC. CPT. D. DBL. D.G. DIAL DIM. CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION PB. PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER PAD. RADIUS M.G. RETURN AIR GRILL REF. REFRIGERATOR PG Al -FLOOR PLAN PG A2C-ELEVATION PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG M1-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DLSP. DP. DR D.S. DW D.W. EA. DISPOSAL DEEP DOOR DOWNSPOUT DISHWASHER DISHW EACH RM. ROOM R.O. ROUGH OPENING S,C. SOLID CORE FXTOR S.D. SMOKE DETECTOR S.H. SINGES HUNG sHT. SHEET SHTHG. SHEATHING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED • STATE OF FLORIDA PROFESSIONAL ARCHITECT: + SQ.FT. CALL. S uvsrG 1e2e so. Pr. GARAGE 430 SCS FT. ENTRY16 $a FT LANAI W. FT. TOTAL 2362 Sa FT. ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 EQ. ELEVATION Sim. SHOWER EQ. EQUAL SIM. SLIDING EXH. EXHAUST SL. SLIDING EXT. EXTERIOR SL. GL. SLIDING GLASS F.GIFX. FIXED GLASS STD. STANDARD F.G, FUEL GAS SWS SHEAR WALL FIN. FINISH SECTION FLR FLOOR TEMP. TEMPEREDGLASS FLUOR FLUORESCENT THK. THICK FR. DR FRENCH DOOR TO TOPOFCURB FIG. FOOTING T.O.P. TOP OF PLATE GA. GAUGE T.O.S. TOP OF SLAB GAR. DISP. GARBAGE DISPOSAL TYP. TYPICAL G.F.I. GROUND -FAULT U.N.O. UNLESSNOTED CIRCUIT INTERRUPTER OTHERWISE GL, GLASS V.P. VAPOR PROOF GYP. BD. GYPSUM BOARD W. WASHER PG WA6-WALL ASSEMBLY DETAILS 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 S PG S3-FRAMING-FRAMLNG NG PLAN H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HDR. HEADER WDW. WINDOW HGT. OR HT HEIGHT W41 WATER HEATER INSUL. INSULATION W.I. WROUGHT IRON BVT. INTERIOR UM. LUMINOUS M.C. MEDICINE CABINET 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 S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNI—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS 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. d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH:407.7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 011111 �anmi., Z�o 11j evsDly ae LOT SILVERADO LOT 10 BLK 12 PROJECT: 04128.002-10121 MODEia 4EBB "1828-CAU" GARAGE 8TfMG: RIGHT PAGE: COVER SHEET DA=: 11/15/18 scAim: 1/4"=1'-O" aFIEET C1 GENERAL NM 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 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 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. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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 DOUR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R30Z6 & 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 !/WNCH GYPSUM BOARD OR EQUIVALENT. W. 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 - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUfiBSRi 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3, CONDENSATION LINES SHALL BE MINIMUM''%' PVC (SCHEDULE 40), INSULATED WITH'%,' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2, 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION 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, Y/ 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, 112' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -I IA AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) li N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigagroup.00m AA N: 0003325 b 4/! E C 8TJ7BDIV ae LOT: SILVERADO LOT 10 BLK 12 PltOJMCT/ 04128.0 2-10121 MOaEU 4EBB "1828-CALI" GAPA0I4 8111ING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DAA= 11/15/18 BCAIX. 1/4"=l'-O" elm= GN SW -A' O � . 1LE � LE 0 /1 ° Z WE . 5 / ' 0' . o'1//O/II° — olio ME . mI C 1I I of r ' ■ _ IN . r ME C � r i i r m im � o WE GARAGE mm FOYER ::il' 11 o m TRANS. im CLfiL on I� S im . SQ.FT. CAM'S LWM 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI SS SQ. FT. TOTAL 2362 Ga FT. B FAOSI FORS 101" I SB OR3/IB Sam ME M HBOM FEIIIIIIIIIO AM Tff IMAGE Mlµ WINDOW 10 5 24/-33 CRITERIA EXTERIOR SuwG 18 5 24/-31 OR. MIµ CRITERIA SAD. MIN. 41 5 23/-29 CRITERIA *010 O.W.D. 112 5 20.4/421 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BI.DG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TJED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE ORNOMINAL WIND LOAD VALUES FROM THE PRODUC MANUFACTURER.CA C IS. TOP TOP PLATE 0 M BAR DETAIL A SCALE, I/2'.P_0• DTL. (�_,-)ARCH SCALE: I/2 " 1'-0' FLOOR PLAN SCALE: 1/4' " 1'-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK(, OR 20-MINUTE FIRE -RATED DOORS. 11 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 wwwAbdosigngrou p.com AA M: 0003325 IPR tmDly. ae LOT:SILVERADO LOT 10 BLK 12 OJECTIII 04128.002-10121 MODELa 4EBB "1828-CALI" GARAGE ElVaNG: RIGHT PAGE: FLOOR PLAN F F]PRENTDATTM- 11/15 sCALE: 1/4"=1'-O" B*MRT Al HGT DECORATIVEBLDG. ������ FOAM DRAIN I�=A�1_ NMI Sol U LIC44T 4' RAISED 5AND ■■ ■ IFIN FLIG� FRONT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT CFF RIDGE VENT AREA OF ATTIC 2364 5Q FT. NET FREE VENTILATION AREA REQUIRED 2130D REQUIREDVENTILATION AREA 2364/300 = 7.88 VENTILATION AREA SQ. INCHES PER Fr.(144) • 1134.72 S0, IN. MIN. REQUIRED VENTILATION • .5x 113472 IN UPPER PORTION OF ATTIC 56736 SO, IN. OFF RIDGEV@m LATION AREA = 215 SQ IN. FERVENT 5036 /115 TOTAL#OF VENTS REQUIRED - 443357 TOTA1001 VENTS PROVIDED 5 -AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) OFF RIDGE VENT RAI I- 7L11- REAR ELEVATION SCALE. 1/4 " I'-0' TEXTURED FINISH �S ;t N -_-_-_-___-_--___-- __--___--_-_-----_-__—. 0 O'FIN •FLR. LEFT ELEVATION WALE, V4 • '-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 6 8'-8' ERG. HGT* I'-0' F-1 N ®-O'FIN•FLR. _------- ------ ------ __— 7 N __-___-______-__--__--___- D RIGHT ELEVATION WALE: 1/4 • 1'-0' TEXTURED FINISH ERG. HGT. FIN. FLR. rL G 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774807E FAK 407-774-4078 www.abdeslgngroup.com AA N: 0003328 00 Qi D " 11/15/18 SCALE: 1/4"=1'-0" IgHEL A2C ELECTRICAL LEGEND DESCRIPTION ARD SWITCH OUTCH SWTCH R SWITCH UTTON A NNECT TAT RECEPTACLE (12SVA0-AMP POLE) PLEX RECEPTACLE PLEX RECEPTACLE (EOUIPPED ROUND FAULT IERrtAMPER RESISTANT TYPE) I&V DUPLEX OUTLET (HALF OF OUTLET LIIRED TO SWITCH) XTERIOR WATERPROOPK#PI RECEPTACLE (GROUND FAULT INITERUPTER) WV G IUADPLEX RECEPTACLE ® EDV DUPLEX RECEPTACLE (FLOOR OV RECEPTACLE (4 WIRE CTOR) L MOUNTED LIGHT RILING MOUNTED L1014T LK#HT COD LKsHT L SCONCE PRE -WIRE T PAN WITH LIGHT ll CFM PER 6Q. FT-) am BULD LrA4T FIXTURE B LIGHT FIXTURE .B LIGHT FIXTURE RACK LKW4TRG A LIGHT WITH PULL CHAIN R CABINET LrAWT LUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE T) k4' FLUORESCENt LK#HT (RECESSED) • O PECEW LOW • CESB LIGHT (VAPOR PROOF) (LING MOUNTED LK#HT WITH J-BOX OPT. FAN LEC CAL PANEL (FIELD VERIFY GATION) METER (FIELD HZIOX 41EILW. (WALL MOUNTED) OX (CEILING MOUNTED) MOUNTED FAN M PER SO. FT.) TOR (CEILING MOUNTED) A�qtUrNiVITArCK TED OUTLET FOR OARAW Fit -E PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE-C,"TRIJCTiON MEETS- • ALL B A 20 AMP EIRMNCH CIRCUITS TO DE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI a ISLAND (NOT ON KITCHEN CIRCUIT) • 016HUL46HIER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIX. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MB0'IA OF FBCR iTH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPMR PROTECTION FOR PERSONNEL ON FEEDERS) • WIRMG METHOD SMALL BE NON METALLIC CABLE AS NEC 20M ARTICLE 300A(BX2) • ALL RECEPTACLE TO Be TAMPER -RESISTANT TYPE • ALL LAMPS SMALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FILL. ENERGY CONSERVATION (RESIDENTIAL ENRR:3Y EFFICIENCY) 20M. ith EDITION RH04J CEILING MTD. LWT TO 15E INSTALLED, PROVIDE JABOX FOR OPT. PAN ----------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' x I'-C' WP Panel MAIN -A PANEL.&MS,pal.Yreekm VOLTAGE: I2D/240V-1Ph MAIN: 180Amp M.C.B FEEDER: 3-#1 Cu THWN d 1. #8 Cu A M i 12" C. OR 3-#2D AL THWN A 1- 08 Cu (G) In 1 10 C. Wp• rm Sb o e Wm ONW tlroW Wm — Er — WM .2 / m l'xbil•, .Y OFibTA tm0 1 2 .2 2 b Nn Pury tap 3 e 4 8 6m1 C.U-1 N ] m PANEL -A PANEL: 42 aL Beek. VOLTAGE: 120/240 V-1 Ph MAIN: 150 A11p M.L.O. FEEDER: 3. NI Cu THAN A 1-08 Cu (G) In 1 12"C. OR 3-OM AL THNIN 61- #8 C. G) In 112. C. Wk• ra. So >•v d,•xt — w•b o•.,YS Y reY WY• sit 1 b dnw imo 1 2mm 4 IWp m 2 •c xtt b oans•N•/N••CaA Nm 2 b # AWbs• 16m e 8 Mm Wxx lxxx m 2 x10 #u 1 m 1600 r e #tt 1 m a, N•AFa um um DY a1 m1 A2 b2 1 m BdhwAN ixm 11 12 Imo DYYxsM 61 m 1 #Ix SN i to P x/He /e4a #xa•0Le.RAF, bo 1. 14 — ow- m 2 q0 SN 1 ,e I1oxn,l.,N MD mo to 1fi Ml 1 ie ,Oenb. Pxl . i AFa IN 11 1N Imo w�m m 1 N2 M4 1 1e EDf Gp Ara ]m 18 m Imo DPN OFI m 1 .2 M2 1 m 1l 04'D Ara tmc r b m ]• ttm 9oT /FmxbasaR. AFa Ox,V46W AFa m to 1 1 012 pl m m SO •tY#•mx Ara 16 1 Ml xr m m ]1 m az Imo Im •mo•Y m #tt m m M N ] b AKAH' e raA 1mx !em n m a N m 42 ,.me. Yn,•xNYNx a••uxYm/b ,moo zWa2 tu.••mat•dxxx Ndx dkuxwa/w D­dFae ASSREVIATIONB: Md: ARLFALLTQtLLTPDEA1 r. No: •2]NCOPICAIEM LOAD an: m01Ap rAUT•pErwsie• Txx Yr• roaW,.,,•Yxx 4zrco FM imm wxY x t00x tmm N.m xe.x4ax 1]Oe0 Txx ARNb tmm LOAD CALCULATION IS BASED ON AA: NON-COINCBENT LOAD mx amxlw w•a wb• O.Nm TMx ./mo u1a GWwnY Lioh#ng & Rmentock, Lw# T NAA:e rM 7B28 prWx Ll•aRx:9W/8 A. _ to N4W. 1.t BOwnN e1100% m T•iM o4„xx Ll o•iRs WheN SS/S PROVIDE S W/O M TMW . HB CU IN 2' CONDUIT OR D IN %0 AL. THIN- 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE BOMIT a OVERNAFY.1 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE DISCONNECT SWTCH AND FERAL NOTES, M ELECTRIC METER N A ELECTRICAL MATERALS AND INSTALLATIONS SHALL NEMA SR ENCLCMIURE COMPLY WTH ELECTRICAL Pall"610NS OF THE FISION BAN EDlrid M ill LOCAL CODES, AND ALL LOCAL POWER Ct7MPANY REQUIICFRNT6. ISOA/2P D. ALL CONDUCTORS SHALL BE TYPE TWWKl HBLN UI LE66 Mcp NOTED OTHERBESE. �� 7lLEPHICNe SERVICE — lN1RANCE EGiIIF�'IBNT POWEIE COMPA TRANSPORMER PROVIDE ISO AMP. 00A40 VOLT, I PHASE SECONDARK ELECTRICAL SERVICE. PROVIDE 3 4 COPPER (CU) IN 1-IR" DIA SCHlDULE SO PVG CONDUIT OR PROVIDE 3 210 ALUMINM (AU IN 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE BATH THE ELECTRIC COMPANY PRIOR TO DID. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE C0W=TICNS SO AMP 0410 VC I PHASE MLO PANEL CABLE TELEVISION SERVK[ ENTRANCE EWETTNT I •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOMR STECL PER ELECTRICAL FWMSION6 OF THE PECK &tW EDmaN G2en> 5/0" PIA X 6 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN D LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 I I I I I I I I i I I I I� I i I ILA ------------- I II ------ I ( II II I II CII I ` yl 0 it I it I I II I I II II I I — 2' VTR �• K9wW/ // I \�� 112• 3'-I' 3'-4' I/22• AUTO VENT I@,2 I 1/2' / I -----� I 'Fe� / I i � — — — — — TUB t •A V 2' I �.LAV I AV I I WFlc 21 C 3 3' I I 3• 3 11/2SHWR II F WASHER 2 GO 4 4 TO MAIN I PLUMBING RISER DIAGRAM I I PLUMBING PLAN BGALE. 1/4 " P-0' 1441 N. RONAL.D REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 n M 11/15/18 SCAI7C: 1/4"=1'-0" Q*MET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL 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 PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C14MEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBG 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED 15ATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCNG DAMPERS. IL DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. 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 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION NOTE m I r/L 6. ALL HVAC TO HAVE PROPER — --- ��YY PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER — — — — — — — — — — — — — — — — — 14X14 10X6 ATTIC W/ (2)-3/16'X2' TV8C UNIT MI N WB ROLL STRAP 1 I 4' EQ OR EQUAL I 4' O. 5O� CEILING O O EXTERIOR WALL -I --- _ _ _ _ 1 CFi'I WI•C• T'H PLENUM y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) %XI 1/4' 6147. MTL. SCREWS ii i ° ° 14' — — — — — — SUCTION AND LIQUID i �( AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT `- --- AIR HANDLER y CONNECTION TO PAD y �, EXTERIOR WALL 1 y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DNA. Q i 1 OVER HEAD • 12' FROM STRUCTURE — — — 3 EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB O ____ -- -i' HDRM. #4/ ? REFRIGERANT LINES TO �EIY 7 PLATFORM RETURN CONDENSING UNIT I I 4' DRYER 10X6 TRAP DRAIN LINE AND TERMINATE "TR IN AN APROVED DRAIN, AS PER � FBCR 6TH EDITION (2011) I MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS I � 4' L r l SCORIATED NICKEL BRONZE FL. F'L. FIR FLOOR OR WALL COUNTERSUNK C.O. PLUG a � 14X6 I 1, I II II 8X4 1 E BATH ,IF2 I I L ------� � � I -6' I® a 8X4 � SEE SPEC. GARAGE BRA86 PLUG —� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V,C OPTI/SPEC FLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ZEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE. 1/4 - 1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdasigngfoup.com L AA N: 0003325 �NIIII N lu E O Z Stmt)m a LOT'. SILVERADO LOT 10 BLK 12 PROJECT* 04128.002-10121 MODEL: 4EBB "1828-CALI" GARAGE BNIING: RIGHT PAGE: MECHANICAL PLAN 2X4 TOP PLATE 1/2' DRYWALL PRE-FA8 TRM 2X4 WOOD STUDS 024' o_ SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. F-R. T ' Gt TYP- INT. WALL NON—BRG. D� SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES OVER wM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJ.1 ON &' OZJ3. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND-/� CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0FIN. FLRl 9/S' GYPSUM a OR 1/2, wrw STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'-I'-0' 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 a 24' Or- a, Cm IF!' GYP. ILL. SO. - WOOD BASE — a a ,a a 4: n W/ WINDOW OPENING V. - FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON 1}' OAS. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE -REFERENCE 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 k 0'-0' FIN. FLR .WALL SECTION NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF ES LESS THAN 4, A 4 1—STORY HIP BLOCK WALL (2)SLOLAYERP2:12UNDE-RLAIMENTTO8Y:12STEM D� SCALE, 3/4'•1'-C' 18 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM 0226 TYPE If, ASTM D 4869 TYPE IV, OR ASTM D 6151 a wn m. rowans Lra 2B_GAS LINE THRU BLOCK vr.re FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.1.1 ON J' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-1. TYP. MTL. DRIP EDGE OA 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Ci4 �� i•�•�❖.•�.•❖.••�.•��i•� FEQ AFFICVAL An s GARAGE DOOR JAMBS D1 SCALE: 11/2''1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS-\ STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT.'2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,. PER ELEVATION S/S' GYPSUM BOARD OR 1/2' 1,1444 STRENGTH CLG. BOARD In, THICK, 2 COAT-1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0- FIN. FLR S' CMU ^. ,a 4' n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.IJ ON J' O.543. SHEATHING OR }' COX PLYWOOD SECURED PER m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY cm 0'-0' FIN. FLR d. . B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-0' 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH:407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 J amm WA DnmT A 11/15/18 SCA=: 1/4"=1'-0" EIII-== D1 A -DOLTS 4' V IDEOM ENT MIN, EVENLY PROM FLOM TO ® \LSECUIUE 7x4 ONy III PLAT TO ELK W/ CUT NAILS. SIDES, 2x% GARAGE DOOR NICK ev (Sl E )JW' A -DOLTS 4' EMBEDMENT MIN. E UV 2W7d( WAS M AND NUT SPACED EVENLY PIIICM FLOOR TO GARAGE DOOR NDR N JOINTS PRIOR TO PILLN& ID N -2Yi PT BLOQC CENTER OF OR DOHEADER U4YIJJj'XS' J-DOLTS ® 4' EMBEDMENT W/ 2W')W WASHER E ANUT. M~ACTINCR'S INSTALLATION NSTIM CTIONB UHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 8' CMU rf-V DRYWALL I'X4' OR I'X2' P.T. NAILER N4 P.T. OR %'X4' MIN, SECURE TWRU FRAME 4 EXTEND 1-Y4 INTO BLOCK ❑T1W/ 2)(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END 4 10' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 11INDOB TO BLACK +9 4 OR +5 4 A SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ r)%' TAPCONS OR (MIN, SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACNG, 2X6:m SECURE TO BLOCK W/2-�' TAPCONS(MIN. BddAPtlK SIZE .145 MIN. HEAD SIZ�O MIN. EMBEDMENT I Y4) WITHIN 6' OF EACH END 4 8' CMU 10' OZ. MAX SPACING. JS• DRYWALL 2X&, El I'X4' OR I'X2' P.T. NAILER SECURETO BLOCK W/2-14 OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE "0 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OZ. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 %i 1RRDOR TO BLACK +1-1 " a' SCALE, TUB. 2X4® SECURE TO BLOCK W/ IXr,' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUCxW SECURE TO BLOCK W/2-%' NON-STRUCTURAL V.- (MIN. SHANK SIZE A45 EM15EP MIN. INTO MR HEAD SIZE 300 EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 ' DRYWALL 18' O.G. MAX SPACING. ❑ 'X4' OR I'X2' P.T. NAILER 2X&m SEA�STO BLOCK W/2- 7(N,' OJBJS. X 4' MN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH 70 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE- SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +i-15/1#" X B +1-16 6 C SCALE, N.T.D. 2X4,m SECURE TO BLOCK W/ Vo- TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE -ACV MIN. EMBEDMENT I Y4') WITHIN e' OF EACH END 4 NOTE, STRUCTURAL 2X 0' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 m SECURED THROUGH SECURE TO BLOCK W/2-9(4' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CMl WITHIN 8' OF EACH END 4 JS' DRYWALL 18' OC. MAX SPACING I'X4' OR I'X2' P.T. NAILER 2X8m SECURE BLOCK W/2-%' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1 } n 117ND01/ TO BLACK +2 1 4 E NTA. 2X4m SEGO BLOCK W/ ia' (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' Or -MAX BPACIPKs MUST dE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK WQ-'NON-STRUCTURAL Il%' TAPCON MIN. I-Y4 (MIN, SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 'X4OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2x8,m SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18. OC. MAX SPACING. MANUFACTURES DETAILS. NOI6 4NM Y.m® TO I,Wr.IM�l001tl! 0614O X') DOOR JAMB TO BLACK +3" E SCALE, N.T.B. 2X4s 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 2XB� SECURED THROUGH SECURE TO BLOCK WFJ-%' NON-STRUCTURAL %' TAPCONS(MN. SHANK SIZE TAPCON MIN. I-Y4' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CM 8' OF EACH END 4 Jg DRYWALL 18' OC. MAX SPACING 2X84s ❑ I-X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MIK SHANK SIZE STRUCTURAL MEMBER 145 W/(2)12d WITHIN W OF EACH MIN. HEAD SIZE "0 END 4 W TO 8' OC, MAX MIN, EMBEDMENT I Yi) CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW IV OC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F +" E N.T . 2X4m SECURE TO BLOCK W/Ya' TAPCONS(MIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18'Or- MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL TU(4 SECURE TO BLOCK W/1.1/4' TAPCCN MIN. I-Yi TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 1494-MANUFACTURES WITHIN W OF EACH END DRYWALL 18' OC, MAX SPACING.'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/1-176' OAJ5. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4)OOR JAMB OR WINDOW WITHIN 8' OF EACH END TTACH TO 2X PER 18' OC. MAX SPACING. DETAILS. N Oftmmwww0 W (001tl1ogooA') DOOR JAMB TO BLOCK +3-7/18" iGt 1RNDOW TO BLACK +3-7/18" \XJSCALE N.T.S. 2X44m SECURE TO BLOCK WIU/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURETo BLOCK W/I-I/4' NON-STRUCTURAL PCONB TAPCCN MR I-Y4 (MIN. SHANK 812E .145 (M EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' cm WITHIN 8' OF EACH END 4 JS' DRYWALL 18' OZ. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XS4 SECURE TO BLOCK WA-1/4' ' P.T. X 4- MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. 14EAD SIZE 3M MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H IILND01/ TO BLOCK +3 3/4" as E. N.TA. 1441 N. RONALD REAGAN BW LONGWOOD, FL 32160 PH: 407-7746078 FAX: 407.774-4078 www.abdesigngroup.com L AA A: 0003325 O C F q F 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 27325.1 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 15353.1 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 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 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 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/22/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/04/2018 MN - N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 �I MAWAN n F109-0'E0 CONTROL JOINT PL NIM OF CCWR L JOINTS Td BE WIRED TIED TO LATH . S' O.C. MAX (VERTA No& DO NOT FASTEN CONTROL JOINT TO WALL EVEN F 6111,10 EXISTS BETOND EXCEPT STAPLES W SE CC.ON ROLL JO TO TEMP. MINING INSTALLATION —� FASTENERS, TO BE 61PACED-7 . T' OG. MAX VERTICALLY / i \ 1'L.4%3 COAT CEMER UM LATER 4, FORTLElER BWLDING PAPER APPROVED METAL LATH FA6*11'SUPPORTS (YERV OZ. MAX AT UM LAYER It STUCCO WRAP WOOD SHEATHING IS JONro BUT 6 JONro BUT 6 x STOPPED M TIED AT BAC 4 SIDE. PER ASTM CI01,3 PER PROVIDE 2X4 BLOCK ING \ - PLACED PLAT MAX. 6' TO V \ FROM CONTROL JOINT u1i CONTROL JOINT FALLS ON NOTE, \ L FASTENERS,FOR LATH TO M NAILS O / STRICIURAL STIID STAPLES N COMPLIANCE UV ASTM CW63 2. WWR TIES TO BE (NO. W 00410' WIRE 3. BLOCKING 6HOM MAY BE N ADDITIOy \ TO WALL STUDS RE.IMD PER M.A. / Ol!'OLDa.IMO.rt.♦ O LPOW N~-Fr. A ®� ,.CLAW-1".E O wLO • bKOA APPROVED BWLOW4 uNRAP SHALL = LAPPED A MNIMLIM OF 6' . VELAPS (ROLL RTICAL 4'x4' 6ELP-ADNERNG MEMBRANE L R-,ASHNG !COMPATIBLE WV HOIIeE 7� Si 4 6' . NORZOMAL LAPS. WRAP MATERIAL) OVER ALL SEMIS NEED TO BQ TAPED LATH VERTICAL LAP TO I'SE P APPROVED HOUSE WRAP. WTH PMMWR GWUTHN6 TAPE PLA6FNWJO, 70 lxreNo ONTO PIP! / 1. OR LESS PIPE / \ PENETRATION \\ // rM.a LAr-tsrx uTN �K X X X I X X X — — — — CUT AND OVERLAP ONE SIDE OF rETAL LATH 6ELF-ADHERING MEMISRME —/ PLASHING STEP 61 URB LAYER 9, " THICK 3 COAT CEMENT STUCCO WRRAP I PLASTER • rax r P Lan L u war / METAL LATH I URB LAYER 4, FORTIFRIER WAtD LAYER 4. FORTIPIEER OWLDING PAPER BWLDNG PAPER \ I YER — ST�ucco NSTALL FASTENERS (CLIPS, WOOD 61,EATLIM STRAPS, STAPLES) AS Fw="FED TO &Ulm 1 / \ PIPE/ WIRE TO FRAMING ® KICKOUT DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL m SECURED TO RRAMING MO'IBERS. THEY SHALL SHE TIED BETWEEN SUPPORTS UNT14 OAMIS-NFL (121-MM) WIRE AT NTERVALS NOT MOM THAIN V On-M IM). AS PER Asa CI063 T!1 FOR REPAIR OF TEARS N WM LAYERS, TEARS MAY BE PATC4E0 UVHCUSE ~ TAPE PER MAN41F. el OR PEEL N STICK WOOD e4EATl BWLOF PAPEF Ill 4• k�� 6'x6' SELF-ADHMW4 MMnMRANE PLAlli (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SW-AD4ERNG MEMBRANE PLASHING OVER APPROVED HOUSE USp1P. PI-ASHNa TO oHMO ONTO PIP! WIND LATER 4. POPtTP40R SUILDN6 PAPER METAL LAIN &'x6' SELF-ADNERN6 MEMBRANE PLA6NING OVER 4'x4' SELF-ADiEPIM MB'mRRME PLASHING OVER APPROVED HOUSE WRAd-. PLdSFMIG TD EMEND ONTO PIPE 4•x4' SELP-ADHERING MEMBRANE R-A6HING OVER APPROVED 4loueE WRAP. PLASHING TO ®REND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEI~ AIR INFILTRATION BARRIER OVER S4EATHNG GLASTOMERC COATING OVER STUCCO) C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION RM.7 Slelrltlf Ia118E aw pwIRYE Exterior use of Portland cament plaster shell comply x'ith the application reRiuremerRs of ASTM C 82612A Installation of exhalor lathing and framing shall oomply with ASTM C 108312A. OF O� mum - ® L Pao ---A ,. ---WOOD SHEATHING OR 011.1 I.CNA.[. rt.e Z� -rt.a WRB LAYER 01, f. CUASO-Pr. c , STUCCO WRAP (FRAME ONLY) a aRaaW . rt. c A TOLD aaert. s TR.L rt. 7cuglNn wnONtiANue THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) LEGEND *=.0 METAL LATH (FRAME ONLY) 0 o,,t,LAP WR5 4 TAPE OVER DRAINAGE PLANE (WR5 LAYER *l, STUCCO WRAP) TEIR atAL. PAD. 22 maw. THICIG a TOEMENT ?---_5'X5' 'L' TYPE CONTINUOUS WR5 LAYER *2 (FORTIFISER ......— PLA6TER(RaM7Aw•2O"T F GALV. METAL FLASHING COMER PLA.MM (aw Z Will LATER -. POWPIBER ill (NAIL ROOF DECK NOT 5U I L D INCs PAPER) euanINNGPaemRRP,r,:aa,n WALL SWEATHINCsI ,r— enreLAOttweRnitiaaM.a.. �+ CAP SHINGLE - DO NOT NAIL, METAL LATH x—x—x—x LAP LAYM OP INULOM wAP INSTALL WITH ROOF CEMENT Oven NaLmai'vas MOP � e.4 014LYJ I STUCCO L . ple" on cm ��PLA CEMENT ROOF PER ELEVATIONS WOOD SHEATHING DUAL,tiAwele Na at � I SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION na(( a,,,,LL, I ,� °" R703.1.1 / ASTM C-841-0S, MIN. 2.5 L55. "°°"'PLAPA'OP ' PER 50. YARD (UTILITY OR NOMINAL tXMP mo., oV" a• �e"'T '"""''°`MAX L" FLASHING LATH DOES NOT MEET SPECIFICATIONS) O" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 a SVHDIV. & MAT SILVERADO LOT 10 BLK 12 [PROJZCT# 04 28.002-10121 HODMIA 4EBB "1828—CALI" GARAGE SKIIiG: RIGHT PAGE: WALL ASSEMBLY DETAILS BACKER ROD BACKER ROD WRB LAYER 9, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEGIEN''t OF FLASHING TO BE, L BOTTOM. 2. BIDES, 3. TOP VENT CAP IS TO BE GET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO A8 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, Ys' CAULKMG a JOINT ALL AROLND PER SECTION R703.7 Exterior IeO IM and plastering Exterior use of Portland cement plaster shall comply with the applicabon requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRC LAYER 02, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER 9, UNIT STUCCO WRAP LAYER 02, FORTIFISER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) uaoD vs TEX71#Ep CONSTRUCTION ' :�—FINISH •WOOD FASTEN TO WOOD STFYCTURAL SEALANT* MEMBER • 1'o.C. MAX TOP 4 SIDES a cm 7f,' TO x' MID•uraLL . I ngP srw•n GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF AD14ESIVE— FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I --ELEC. METER FIELD �\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 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 WOUSEWRAP FOR BOX INSTALLATION UM LAYER •I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC 6' WDE STRIP SELF ADHESIVE FLASHMG, CLEAN MASONRY BEFORE APPLYING V FMISH • MASONRY (toHORIZONTAL WEEP SCREED FRAME TO BLOCK( 8' WRID LAYER 7, — STUCCO WRAP CUT 'X' INTO SELF -ADHERING f MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEP' 1*2 ti LAYER 01, STUCCO WRAP [—STUCCO APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP STEP #3 SELF-ADWERIf MEMBRANE FLASHING WRO LAYER 02, FORTIFeER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TE1 05 STEF No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH; 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 aum �annn LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO T WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k 22 1�k CORNER BEAD (FASTENER 4 SPACING B I' O.C.) CMU %' TWICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 C 0 c d 44 O lij aUDDIV. & LOT SILVERADO LOT 10 BLK 12 PROJECT* 04128.002-10121 MODEL: 4EBB "1828-CALI" GARAGE awsNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) UJR5 LAYER 02 (FORTIFI5ER — — — — 5UILDINCs PAPER) METAL LATH x—x—x—x STUCCO WODcwxTl°" \ — erora WooD SFEATwm WSISTIVE A ER WEAWER BARRIER ,40 / \ FLAwm !d R! ti�Cl < ` i �A THERER RESISTIVE / STARTER \ \� \\ 6 RESISTIVE STRIP 6&LEAMWER bERRNO F \ �•' GALV'D METAL GALV'D METAL '' •r FLASHNG Z•FLA6WM an , V.-v lifji!� UIDOD Tit" rmmwR -J/ v TR/ sRMUL eArED � IM M®'IOER GAP WJCAULKM OR APPROVED SEALANT CAGM SIDING TO STUCCO ® BLOCK TO FRAME � � � TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL S2750 PH: 407-7746078 FAX 407-774.4078 wwwabdeWgngroup.com AA M: 0003325 4A v Q Z WAM D M 11/15/18 SCALE: 1/4"=1•-0" SBIEET WA4 / 1 I I I I 1 ----- - —---- -- - -+--- \ 7 "----- - - 2xfo SUB-BANb W/I'x4' NOTCH -" -"- END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ - -- I/8 Y 1/8' TEXTURED I \ FINISH d WOOD I \\ 1/2' TEXTURED j \ FINISH m CMU / \\ \\ j! METAL FASCIA WRAP Ys' FROM \\ i STUCCO, I' FROM \ \\--------: is ! WOOD WALL \ \ EXTERIOR WALL \ \\ (FRAME OR CMU) \\ �\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION 1/9' TEXTURED FNISH • UIOOD, V!' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x CR CMU UJRp LAYER'(, x x x x x x STUCCO U)RAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFISER x x x x x x x x x x x x IBUILYDIWS LPYAPER x x x x x x x x x x x x x FRAME OR CMU 2X6 SUB DAND ROOrNG; oEMeNT x x x x x x x x x x x x x x x x % x x x x x FELT PAPER DRIP EDUE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©p I I I QNLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY -TROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) -; 1/8' TEXTURED FINISH e, / WOOD, 1/2' TEXTURED % FINISH • CMU -2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS ' W/126 NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/0�'x4' NOTCH o END AL FASCIA WRAP FL AN A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL 0 WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING 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 -SAND W/11 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com ` AA #: 0003326 J �LR a D TM., 11/15/18 SCA=. 1/4"=1'-0" 8*1m= WA6 3"" 28'-B" ' — — FM-12X12 — — — 1 — — — — — --12X18 — — FM — — — IN 1.1 4" CONC. 4 I' W $ SLAB w ILL ya *3 1/2 �F-24X24 10'-0" 10 1.1 1 I- 1 FM-12X18 EXTEND 1.1 1.1 I i SLAB 1 1/2" I . I I I I I T-- I SLAB ' I I IX I' I ILL I I •I 19'-0" 5'-0" 15'-8" I I I 1 4" PVC I CHASE 1 TE-1 _ J 112-8" 4-5 1/2 ` I I I I N I 1 EXTEND I 1 1 SLAB 1 1/2" 2 I 14 CONC. �1 m FM-12X18 , SLAB w WI 91.. m 1 x 1.1 I Oa 3 1/2 N I f I 3'-4"op I 2 -7 tl2 1 1 1.1 L 1A _ FM-12X18 1.1 J — — — — — FM-iTX12 FMC-12X18 — FM-12X18 — — — — — — FMC-12XIS — — 4 4 1.1 1.1 10'-2" 21'-4" 14'-0" 4'-4" 39'-8" FOUNDATION PLAN SCALE: 114" = V-0" 3 1.1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +40". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, 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 LAMS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, OINDICATES 06 BAR,WNDICATES #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 513, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS bk6 W1..1.4 OVER GENERAL 3 1Pl' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3X LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN IT - FM-12x12 12, CONTINUOUS 1T - (2)#Fs +d'-X FMA208 1T CONTINUOUS 16' - (2)#69 FM-16x18 16, CONTINUOUS IV, FMC-12x18 IT CONTINUOUS IV, - ( s #5 IN CURB VARIES F-24x24 24" 24" 1 a e (_)0,1-4" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.607E FAX 407-774-4078 wwwAbdesigngroup.com L AA #:.0003325 i q Y 0 a _3 44 O Z 30" MIN. EACH WAY MONOLITHIC FOOTING }} Z STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED v ��• .-. CELL SEE PLAN FOR SIZE AND < p; CELL SEE PLAN FOR SIZE AND Q SPACING REQUIREMENTS O SPACING REQUIREMENTS O 0.' C ¢�Q m W �as �}t---� T� ° .• GARAGE DOOR RECESS �� -I .�� FM 8" CMU WALL O 8"CMU WALL ! . CORNER BARS, SAME SIZE AS BAR W Ill 8' O €+ , �. IN FOUNDATION WITH 39' LEG EACH 1y� L= N cTi TOP OF SLAB I AS TOP OF SLAB SOT A ALL CHANGES IN DIRECTIONS I ., SO THAT THE STEEL REINF. IS CONTINUOUS (!1 PORCH SLAB •VANOD SEE SLABSCHEDULE BAR SIZE 48 BAR DIA -� e - VAR11 S SEE SLAB SCHEDULE TOP OF GARAGE • MATCH AMOUNT OF CONTINUOUS BARS a I I•�.• I� CONTINUOUS STEEL MONOLITHIC " �;p, CURB FOR MASONRY UNITS SET EXT. W/,/2" ISOLATION CHAMFER (1STORY) CHAMFER (2-STORY) #3 1g' EXT. PORCH SLAB W/ 1lT ISOLATION " CHAMFER (1-STORY) S.CHAMFER UAND �' FOOTING REINFORCEMENT SEE SCHEDULE AT ELEV: pip JOINT (WHERE APPLICABLE) zE pq SCHEDULE 05 pq• 3d' JOINT (WHERE APPLICABLE) (2-STORY) E SCHEDULE Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING fWXD, °(vBAR BAR SIZE p#8 WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST QUANTITY 41I BAR QUANTITY NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE U2,\EXTERIOR @ GARAGE SCALE:34'=T-d 3 CORNER BARS DETAIL 4 DOOR OPENING 6CALE: 3/4"=1'-d' SCALE: 31,CmV-d' W ij a > N I NEW REINF. BAR O aIr SECURED W/ 2- PART g 2"CAPPED CL I EPDXY. MIN. EMBED GALVANIZED PIPE g 8", UNO W/FLANGE ® BASE Q a FOLLOW ALL MANE. Q I SPECIFICATIONS FOR m USE AND PREPARATIONOF HOLE. SECURE FLANGE TO W Ir SLAB W/(4),/4•' X 21/4" TAPCONS . QQ P 4" CHAMFER (1STORY) S' CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 � 6 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z_ O} �C �0 �a W p 6' CMU WALL TOP OF SLAB Z .I�• SEE SLAB SCHEDULE "ISOLATED" COLUMN PAD io CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH • — FOUNDATION AND SLAB SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 SCALE: 1441 N. RONALD REAGAN 8l LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 DOWEL PLAN SCALE: 1/4"- P-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 wwwAbdosigngroup.cOm AA M: 0003325 a SILVERADO LOT 10 BLK 12 PROJECT# 04128.002-10121 MODEr1 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: DOWEL PLAN 150 m 1/15/16/4"=1'-0".2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 1'. HOOK GROUTEDBOND BEAM VARIES PER ELEV. Z ° #5 BARS ■ ;I 5 a CLEAN OUT REQUIRED Q FOR INSPECTION 1'-0" 01-0" FIN. FUR. •° TIE RREBAR TO HOORIZONIZON TAL ■ b REBAR W/ 10" HOOK BAR SIZE 148 BAR DI0. � Z #3 16' f fM 24' 1 1 CMU UNIT DIMENSIONS ARE NOMINAL SIZES � U #5 30" O MASONRY SYMBOLS HORIZONTAWERTICAL 3 SCALE: 314"=T-0' REINFORCING SCALE: 3/6'=1'-0" Il IN RONALD REAGAN IllLONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 anm� Gvx IE PaWT "m" DAM 11/15/18 9CA=: 1/4"=1'-0" B*aC= s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) tOd 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI I Od 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER (a I6" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE MaNOM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL I T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) MH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x8 1 (11 #5 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS iMF61010 I SAFE LOAD -POUNDS PER LINEAR FOOT G6M1`6161'6 SAE. eOAD 611101-6M18 1 SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 0 0 74- (42') PRECAST 2231 4'-V (469 PRECAST 1988 #0 (54') PRECAST 1699 VJ' (64') PRECAST 1217 V-10' (70') PRECAST 1002 98 (7S-) PRECAST 906 r-r Wj PRECAST 743 Vj' (112-) PRECAST 554 104r (12r) PRECAST 475 11'4- (13r) PRECAST 382 174r (144') PRECAST 337 174' (18V) PRECAST 296 14'0 (1S8') PRECAST 279 14.4- (176-) PRESTRESSED N.R. 1" (184-) PRESTRESSED N.R. lr-W On PRESTRESSED Nit, 19W PM PRESTRESSED N.R. 21'•4' CAA PRESTRESSED N.R. 2r-T (254") PRESTRESSED N.R. 24'-0- PRFBTRF$9ED �1=177" =m 00w7'm00m 00 Kmm""mnm om0000mzm �oo�omm� 0m00000 mocu��:!om 0mE=X" K=z mmOW-7111mOm "Imm m 0m00��^LL^ mm00mQ�i'It OmiL70F�m0 OmmO®m0 O�m�O®0 oomoo�o o©momov Q�m0m00 ®o"omllmmo ©�mOm00 0010MEMEEMELM� 0�0©0©O ©K::NI""©© 00m0®mom �mcm0c:m�©0" �mO©mmm N.R. 129 1 M 1 410 ea 4M t4R tm (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM SAFE LOAD TABLES' BYCASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS LENGTH — I _ - LENGTH r4F (42') PRECAST 1025 _ 1024 1506 T-S' (42') PRECAST 4'-V (4n PRECAST 766 783 1309 no' N69 PRECAST 4.0 (541 PRECAST ING 591 1073 4'4Y (54') PRECAST Ste' (64') PRECAST 411 411 746 SW (64') PRECAST V-10' (TD9 PRECAST 340 330 510 F-10' (70') PRECAST V4r (78') PRECAST $07 rt1 490 VC (76-) PRECAST TO Mn PRECAST 424 534 363 rr ND9 PRECAST V-C (I lr) PRECAST 326 612 230 V4' (11r) PRECAST 101411' (128r) PRECAST 264 401 ISD 1174r (12r) PRECAST 11-4- (136') PRECAST 20D 452 154 114' (13n PRECAST 17-- (144') PRECAST 244 402 137 lr-W (1M') PRECAST 1r-c (Im PRECAST 217 324 110 1V4- (16D7 PRECAST 14'4- (181r) PRECAST 2D6 203 100 W-7 (18n PRECAST 14'4r (176') PRESTRESSED N.R. 2S4 91 iw-r (1m PRE$TRE 16W (184-) PRE N.R. 260 89 16-r (1841 PRESTRESSED 1r4- Mn PRESTRESSED N.R. 194 64 lr•C (20111 PRESTRESSED 19-C Mr PRESTRE68ED N.R. 146 62 1V4' Mn PRESTRESSED 21'd• Mn PRESTIEB8ED NR 125 42 21V' (266•) PRESTRE88ED 274r Win PRESTRESSED NA 116 40 270 00 PRESTRESSED W-V rAn PRE NR 91 33 24'-V On PREVIR688ED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OFIWIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE* IM128.03 LIFT BEAM PLAN SCALE: IX'- l'-0" 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 A A aE S Q etMDM de LOT: SILVERADO LOT 10 BILK 12 P1P.OJECT/1 04128.002-10121 MODEL: 4EBB "1828-CALI" GA tAGE eWMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 0 MPH EXP. DRnqT A 11/15/18 SCALE: 1/4"=1'-0" elm= s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK�Q 30" TYPICAL #5 BAR IN BOND BEAM CORNER &REEEl!NNFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR ESc6.. ---1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \,\a��� PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (L2) 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'k16" jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *gip �Q5' FED BX16 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM \O 9 EACH COURSE G 8z8 BOND BEAM TOP OF WI(1)#5 BAR BOND BEAM F F = FILLED W/ GROUT y' (\AN U =UNFILLED GROUT SOLID FROM OP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM ��%/ BEAM COURSE SEE NOTE 5 g�\ap�c� 16-1 ETE T/ 1 1 Y 1/ LINTEL W/A1Sj #S BARRI Pe �FE NOMINAL—� LENGTH OF BAR = WIDTH OF MASONRY B QfL HEIGHT #OF#5'S, TOP OPENING-Z' BEAM DESIGNATION BOND BEAM COURSE OR n _ IT IS THIS ENGINEER'S INTENT 0OF#5'S, BOTTOM SX8 PRE -CAST CONCRETE L SCALE: 3/4"=1'-0 THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFER AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1,V16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW S1ZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT t2 )2-3/16 ON PRE -CAST 'a 1!C OR DRIVE IVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL 'hiMIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" ^ ff EMBEDMENT 2z8 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK EA END EMBEDMENT 7/18•' OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION '4 SCALE: , ,YY'=,•-(Y' ARCHWAY FRAMING DETAIL S SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-774-4078 www.abdosigngroup.com L AA #: 0003325 h qy C DAM 11/15/18 SCALE: 1/4"=f-0" SiIEET s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. SMALL JACKS < 9' 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 Wtl 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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 P81S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT l£AST 8" FROM THE CENTER OF THE COLUMN. 1-PLY G: 49U CBS U:-145LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP FRAMING PLAN SCALE: 1/4" = V-0" 1-PLY U: -1003 LBS G: 2294 LBS 1-PLY U: 528 LBS G: 1D01 LBS 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA A: 0003325 0 C a ppturr .9 DATI& 11/15/18 SCALE: 1/4"=1'-0" SHEET s3 IF PLYWOOD SHEATHING, SEE "OM44 # 1175 UPLIFT USP "ROOFNJALUFLOOR HTWM20 W11010d TO SHEATHING TRUSS AND (4)1/4" x 2114' FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS tOd x 1 1/2" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 21/4" TAPCONS TO I O T CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) TAP CONS MIN. 7' B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 7APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 6CAL :34"='-0" 3 GIRDER CONNECTORS) 6CALE: 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 0'-0" TO 30'-a' (1)'9C' BRACE SEAMS) 3a-1" TO 6a-0 (3)'X' BRACE SECURE 2x8 PT. PLATE (1)'.X BRACE CENTER TO BLK W/1/2"DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR SOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" CC 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. ZA SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED la-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"-V-0" NOTCH DEPTH 1/4'0 HOLEHOLE ETER THE USE OF ALTERNATE MATERIALS MAY BE DIA <2/5•D SGIL STUDUSED SO LONG AS THEY CONFORM TO THE OUTER1/3 FOLLOWING SPAN HOLE EDGE >5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS i A)ANALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 011 THE CONNECTIONS INDICATED. A FLRT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE E < 315*0 DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1 T=1'-0" 11 ALTERNATE MATERIALS SCALE: 314"=1'-0" i44i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigogroup.com AA A: 0003325 w C 8v131)iv ad LCT: SILVERADO LOT 10 BLK 12 PROJECT/ 04128.002— 0121 HoaEIA 4EBB "1828—CALM" GARAOZ 8TrW0: RIGHT PACE: DETAILS 150 MPH EXP. B Dom'' 11/15/18 NICALE: 1/4"=1'-0" 8*9ZET S3.1A 144i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdosigngroup-eom AA N: 0003325 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D O OD O WO G'D(TY SHEATHING SEAMS) (BLOCKING TRUSS O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK W/TRUSS PLAN W/ 1/7' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d%8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED @ 1014" O.C. MAX. GABLE END BRACING W/ PRE-ENG ABLE TUSS @ CMU WALL i)q� SCALE: 3/4"=T-0" SPACING (1) AT EACH END 11�VTT 11 2.4 BLOCKING N TRUSSES KIT AND 6'-0" O.C. MAX. (2) 2X4 No.2 SVP DIAG. WHERE X-BRACING ING IS IS PRESENT AT BRACE W/ (3) 12d 0 EA 4P 4'O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'0 (1) X' BRACE 30-1" TO 60'-0 (3) X' BRACE PRE-ENG GABLE TRUSS hti5 0) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH \ (AS PER TRUSS EN) O PLYWOOD SHEATHING, SEE �I "ROOFANALLIFLOOR \ U- SHEATHING FASTENER SCHEDULE" Li 0 SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1z2, Zx WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED Wl (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 024" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV, COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C ANDAPPROVAL SECURED W/(2)12d,® PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS , G SCALE: N.T.S. W/ HIP RETURN 6cALE:34"=1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.eom AA #: 0003325 4A f x DA 11/15/18 SCAMI: 1/4"=1'-0" B*W.= S3.1C ABLE-FND� � A ROOF WIND DESIGN PRESSURES NET (GROSS) ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A'= 4' '0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK 8d RING SHANK, 21f2" 0.12W 170,D00 RING 16-20 RINGS SCREW SHANK �ER INCH) 8d SCREW SHANK 2lr2' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE IrZ' CDX OR 711G" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES IR- ........... z9 �w Z 8 W OLL' Y Z QZ U x0 O Zm U Z a $W Z 0 W se =U W O 17 e Z w 9 TOP CORD BLOCKING AT N O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RGGF SHEATHING s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS G S' O.C. IN FIELD 8d RING SHANK GUN NAILS a 12' O.C. IN FIELD or Bd x 210SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.6„(N FIELD GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS G S' O.C. IN FIELD 8d RING SHANK GUN NAILS a 12' O.C. IN FIELD or Bd x 210SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.6„(N FIELD GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAX" AGGREGATE SIZE SHALL BE 311r. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pR0MpE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 88f EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 34'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE g.MLL CONTINUOUS POLYETHYLENE VAPOR BA BARRIER MEMBRANE UNDERAll 9lABSON-GROUND WHERE INDICATED ON RRIADHESIVETAPE. CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE Si3 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS DRAWINGSSEAMS TAPPED S INCHES AND SEALED WITH . ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 DA2 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 DP 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, ft EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. Syp 42 THE STRUCTURE 19 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE AG WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0° OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SLAB -ON -GRADE AND SLABN-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, NOT RA CONTRACTOR a DO O SCALED WINGS. THE C TRAC OR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES $HALL BE A MINIMUM THICKNESS AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A448, GRADE A,, AND ASHALL BE HOT-GDIPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "TPINVFCA BCSI T' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED psf 2 TYP. MIN LAPS SHALL BE AS FOLLOWS: N4 BAR - 25" p6 BAR - M' WOOD TRUSSES. 0 paf TOP CHORD -non-concwroM MI5 BAR - 30" N7 BAR - 42" 10 psf BTM CHORD -non—irrmt PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LIPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 Paf WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) SHOP DRAWING REVIEW: SHOP DRAWINGS WLL 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 WTH 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 (COW TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. INALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DO0 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL 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 SHILL 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 3,0DO 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'.l-PF40RTO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM CS4 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 MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED M MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MMMS, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER 1-1/2"FOR MS AND SMALLER T FOR N6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31'' FOR SLABS, WALLS AND JOISTS 1-II FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS 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 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL 00 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS 8 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 DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "LAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACIUTATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWSE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING W ND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C478, 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 316' ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "IJSP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" 70 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG, PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE Sir 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 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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 kW FOR ANGLES, PLATE$, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 W TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PSPuunoN ag TYPE sPPCINO REMPAKS AFPuuTxx+ 512E TYPE aPPUNo RounKe 14Pi NRIBNGTO CASE INRDENE 1 6„ GPFAOE DOOR BUCK SEE OETNL BEE OETNL eEE MTNL BEE DETNL MAaONRYICONC. NNL 1fYP LONG. TO MASON— SOD, AL. Exl. Doo2 CABS HARDBJEDCOIL YOF NINWWYDJIXL FPafENED GPRPOEDOORBua( PT,Sff NJlE6 NNL 111YLON0. STPGO W INi0 MP90NRnCp.C. TO MPSONRYICONC. SEE pETNt 3E-1. BEECETNL I -EOETNL Wlrmavarvlc cPSE HWDENEDCOIL rac WINDOWODIXLFA91ENE0 MEru STI P CONTACT THIS ENGINEER FOR SPACING ix Pr, SEE N0IES NNLI VY'LONO. sTAOGFRED IN. MAA RNFOIG. MPBONRY1— REQUIREMENTS FJIT.SWIN0000R BUCK 3 PT. EEF NOTE6 (�YIB910. NOW 4IER 'IAPCON FPBTNFA la 11?'EMBED,BEND. gai.. i tYf EDGE qST. NONEEPPoNO WOOD WgLL TO CONC. SIPS I- ExPNVSION 6"EMBEO. LEND WI WASNER BOLT x9 , T EDGE OaT. 3 Pi WINDOYJ&ICK 0134'PPFx]1,Y S"OTC VEND, 1-. 111 PT T08 L7L., SEE WI WASHER eTMiGEREp EDGE DIai, TE4 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWNG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR W NDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1.441 N. ,NALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J �NIII, anon; F&. 5/18 =- =1'-0" EET - S N 1 TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS tq-� -7 (A)05m'tfA'/ 37- �-- --Z,/06/7 f 1 ♦ t k i