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Home My WebLink About6993 Silverado Ranch Blvd99 r j 0 -NEUVILLE . r7NATION HOMES 3 12602 TELECOM CDF11VE, TAMPA, F1 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -I 99 G CODE REVAIUNG ALL WORK SHALL CO CODES FLORIDA SU MiNLy IC CODE, A C1 ®FRZEPHYRHILLS AND THE ORDINANCES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 8TH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 8TH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION *ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •RN. INTERIOR FINISH — CLASS B .BASIC WIND SPEED - vulc=160 MPH Vasd=116 MPH .EXPOSURE — B •1—STORY RESIDENCE - •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/c AIR CONDITIONING ADJ. ADJUSTABLE ALT. ALTFRNATE AMP. AMPERAGE BD. BOARD cL CENTERLINE CAB. CABINET CLE CEILING CLR. CLEAR CONC. CONCRETE crr. CARPET C.T. CERAMIC TILE D. DRYER DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION exit. EXHAUST EXT. EXTERIOR F.GJFX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR FLOOR FLUOR-p_RENCH DOOR FrG. FOOTING GA. GA GAR. DISP. GARBAGE GE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW HEADER EADER O� HD HOT, OR HT HEIGHT INSUL. IN ULATION RI LA . LAVAT RY LAM . LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR FAIR P.T. PRESS TREATED R. RISER RAD. RADIUS RA.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM FLO. ROUGH OPENING S.C. SOLID CORE EXTDR S.H. S NGLE HUNG TOR SLIT. SHEET sxTHc. SHEATHING EHWR SHOWER SLI SLIDING SE GL. ELIDING GLASS STD, STANDARD SWS SHEARWALL SECTION TEMP. TEMPEREDGLASS T.o C. THICK o OFCURB T.O.P. TOP OF PLATE T.O.S. TOPOFELAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WWOOD WOW. WINDOW W/H WATERHEATER W.I. WROUGHT IRON DATE DESCRIPTION ARCHITECTURAL SHEET # DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI —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 WA8—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.Ff. CALL. S LIVM nsi Sa. FT. GARAGE 426 Sa FT. ENTIW 36 S. FT TOTAL 2213 $a FT. rAno eo Sa FT. STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET)) ARE UNCLEAR AND IN NEED OF FURTHER DETAWG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TARES NO RESPONSIBHITY 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. LEI 1441 N. RONALD REAGAN Sl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 V VW.abdesIgngroup.eom AA M: 0003325 a 0 ya 4 F a �4n e i 81733DIV /c w SILVERADO LOT #56 BLK #6 PROJIOCT* 04128.002-56061 MODM i 4ENB "1751—NEUVILLE" GAritAGE 8TnNG: LEFT PAGE: COVER SHEET 50 MPH EXP. D � 01/17/19 8CALE: 1/4"=l'—O" SHEET 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 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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 ARCHITECTIENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 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 R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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 WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE B FT . SQ. PLUMBMG 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. EXTERIOR WALL COVERNGS 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 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & 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-CID63 -11A 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 / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25118 (RM) Ii N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 >ltMDIV & LOT SILVERADO LOT #56 BLK #6 PROJECT 04128.001-56061 MODEL: 4ENB "1751- NEUVILLE" GARAGE DWrNG: LEFT PAGE: GENERAL NOTES 50 MPH EXP. 1 L 1:, AM NO W723 i DAATTM 01/17/19 SCALE 1/4"=1'-0" a ET GN 3�1'_R• , 1 p o O GMT ROOM M - II ll \; - ,1 - o mil\1 ® _ - • �, _ PAN - • • - _SHM - - :/' 1 y o - II © • - nw o = „ 6 -AS -EGL - - PER BLDG.V1/ - �, . ® WE - - TRANS.Will - o - 0 41 On -. -� IN WC Lo '- 0 11 MR IN 110 o;lo olio -I-YTS=::� FLOOR PLAN SCALE: 1/4' • I'-0' EXTERIOR MASONRY WALL BRG. HEIGHTS W-8. BAG. SQ.FT. CALC.S LIVING 1151 60. FT. GARAGE 426 80. FT. ENTRY 36 BGL FT. TOTAL 2213 60. FT. PATIO 80 Sa FT. CO11'QWANDCLACDI WWLOAM iAicawElaaal�EFaxaeEoaoauna - Ols - Som WE 1 INNIICIMA R3MN:8 AIOTTFE PWAIE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA I 16010 O.F4D. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICIENT = f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIKILOME09 s C SL. TOP PLATE 0 BAR DETAIL A BGALE:IR'.1'-0' ARCH DTL. ,)ARCH 1/2 " P-0• NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EWIPPED WITH SOLID WOOD DOORS NOT LESS THAN 131W (35 MM) IN THICKNESS, SOLID ORHONEYCOMS-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA k 0003325 SILVERADO LOT #56 BLK #6 PROJECT* 04128.002-56061 acoaErc 4ENB "1751— NEUVILLE" GARAGE STAGING: LEFT PAGE: FLOOR PLAN 50 MPH EXP. DATE. 01/17/19 SCALE: 1/4"=1'-O" SHEET Al SLOG. HGT. SHAKE SIDING AS SPECIFIED (TYP.) 4' FMIZI! BAND (TYP.) 6' TRIM BOARD (TYP.) FYPON LVI2X24 OR EQUIVALENT LAP SIDING AS SPECIFIED (TYP.) SHINGLE ROOF FIN. rLR. FRONT ELEVATION SCALE: 1/4 • I'-& TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 W-W BRG. HGT. 0'-O' FIN. FLR II b WGT 0'-0' FIN. FLR - OFF RIDGE VENT LVA OFF RIDGE VENT 0'-00' FIB OFF RIDGE VENT OFF RIDGE VENT I�6 AREAOF ATTIC = 2193 SQ. FT. NET FREE VENTILATION AREA REQURED = 1/ 3W REQUIRED VENTILATION AREA 2193/300 = 7.31 VENTILATION AREA SQ. INCHES PER FT. (144) 105164 SO, IN, MIN. REQUIRED VENTILATION a .5X 1062.64 IN UPPER PORTION OF ATTIC 32 SO, IN, OFF RIDGE VENTILATION AREA 115 SO, IN. PER VENT 526.32 /US OTAL R OF V ENTS REQUIRED = 45767 OTALMOF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WA NOOVERHIINGSINCLU]ED --------------- ------------------- LEFT ELEVATION SCALE: 114 " 1'-0' TEXTURED FINISH OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 " 1'-0' TEXTURED FINISH 8'-S' ERG. HGT. a r- N 10-OP RIGHT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH J . N RAISED I BAND N RAISED BAND LOUVER DETAIL A SCALE: I/2 • I'-0' 0'-C' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA is 0003326 emn�; ounDiv. Ag LOT SILVERADO LOT #56 BLK #6 PROJECT 04128,00 -56 61 MODEU 4ENB 1751- NEUVILLE" GARAGE SVIMG: LEFT PAGE: ELEVATION "Y' 50 MPH EXP. Z a DAR N 01/17/19 mcALE: 1/4"=1'-0" SHEET A2D ELECTRICAL LEGEND GYM. GE6CRIPTION TANCARD SWITCFI y�" -WAY SWITCH -4{}. -WAY SWITCH Il IMER SWITCH HE BUTTON ISCO14OCT T HERMO6TAT E RECEPTACLE (120v/W-AMP E POLE) �v DUPLEx RECEPTACLE M3V DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT RU°TERITAMPER RE616TANT TYPE) M2V DUPLEX CUTLET(RALF CR CUTLET RED TO SWITCH) XTERIOR ULATERPROCF/GFI CEPTACLE (GROUND FAULT NTERUPTER) VV QUADPLEX RECEPTACLE ® 1OV DUPLEX RECEPTACLE (FLOOR! so 20V RECEPTACLE (4 WIRE PliTOR) L MOUNTED LKaHT ILWI MOUNTED LIGHT * ENT LOW COD LrbWT L SCONCE PRE -WIRE T PAN WITH LOW (I CPM PER SOL FTJ 89S BULB LWT FIXTURE agm BULB LIGHT FIXTURE QY81a" BULB LI&4T FIXTURE ' TRACK LKAHTING TTIC LIGHT WITH PULL CHAIN }—� OR CA15INET Lr-4IT cam 'x4' FLUORESCENT LWT (RECESSED) m 'x4' FLUORESCENT LrbHT (SURFACE k4' FLUORESCENT LOOT (RECESSED) • 86 L*HT • S6 LOW (VAPOR PROOF) U_RNG MOUNTED LOOT WITH J-BOX OPT. FAN LCGTRICAL PANEL (FIELD VERIFY T ) I� -BOX (WALL MOUNTED) ® •BOX (CEILING MOUNTED) ILRNG MOUNTED PAN B T FAN (I CFM PER SQ. FT.) .4 JACK O DeTECTOR (CEILING MOUNTED) (81 MOUNTED) M1E8 El OPENER OUTLAT FOR =MW N JACK -mac PORT • LOCATION OF N JAt.1C8 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO ISE Air - FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • 16LAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAW TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MINnA OF F�C14 6TH EDITION (2011). • LAUNDRY ROOT) RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-6NTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO DE TAMPER-RE616TANT TYPE . ALL LAMPS WALL BE SELECTED BY BUILDER DER AND Tb1i OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER PALQ ENERGY C""PIVATION (RESIDENTIAL ENERGY EPPICIENICY) 20M Nth COITION R404J LIGWT .� ELECTRICAL PLAN SCALE, 114' a F-0' PANEL: A PANEL: 42art breaker VOLTAGE: 120/24OV-lPh MAIN: 15OAIM M.LO, FEEDER 3-#= Cu TIAAN 6 1-06 CU IG) In Y C. OR 3 N40 AL 1M IN 8 1-06 CU (G) ln2- C. wire Pala wab are141 Grm)L web Oaaaipfia, w ft. I wb 012 1 m Snu6 two 1 2 IDoo Rem• Go M $12 1 m mkm_/Nm6 loco 0 4 02 1 a Asaaaaa woo 4 4wa Haas a 2 Mo 012 1 m 'No e 012 1 m AFa 1600 a to Imo OR a 1 M2 M2 1 a BNI1 oFl I= 11 12 I= Dmbohrrwl a 1 M2 M4 1 15 F c/lot Fkw NM/B AFa ow /2 14 Qm Myer xt 2 MO M4 1 16 GnN Raam/an. ILwIAFG Boc 16 to M4 1 15 10LahMU f f AFtl Boo ti 1B loco W _0. m 1 M2 M4 1 16 PWD AF New/bMQ Bm I m I= Dec OFI m 1 M2 M4 1 16 Mee2M Floorl Be4Oa /i man closet 2Fc1 21 m I= /&WlM&awlltl.AFCI m 1 02 114 1 15 BMQI AFa I= 29 m ocD Owwitla s tAFa 16 1 04 /14 1 16 B46MfB�QAFa oc0 26 a Boo Oxn4n848 Jw.LC.mcl I6 1 M4 27 m a w M 02 w a 36 as Si 0 2 so AMALA41 t0XVAa66% tee) 2B 41 a 42 NQ NC. AC cu.., 4B 1 Q bee• b4anne aGw akdalmt/IM 21900 moo law aut Berm a.meacmr c4kW,6en4I1n Dwnand Factor Cakulatbrw: ASSREYIAPONS: AFC!: ARCFAULTCAiWITNTERRUPTER NIX LIaFCONODINTLOAD Qb GR0IAIDFAULTN RRUPTER TWl aw.c la enmtl hlc 6U00 Ft41100DD N i % tODW RMW wtlb N40% tT,oc Tom A C k.e LOAD CALCULATION 18 BALED ON NC NON{pNCIDENT LOAD Tam Co"nnw LotlYw1U 2B6R Tam1Am I2Hwt4) 12e.1 General Lighting ItReceptacle Load Tam NC i}m4 F4a Oa14m wLm4 19 at 65VWUCN at 100% h cm1 Oka# OarW1h AR PcmA 10 BIB 1761 5253 1235 6468 Trial wads tH86 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL Name, A ELECTRICAL MATERAL6 AND INSTALLATION SHALL COMPLY WITH ELECTRICAL PROVI66" OF THE IS= &1H EDITION (20M). LOCH. CODES, AND ALL LOCAL POUER COMPANY REOUIRBlNTS, IS. ALL CONDUCTORS SHALL BE TYPE TWHNfrMN WLE66 NOTED OTNER111I6E. PCUIR COI'IPA TRANSFORMER PROVIDE 34/O CU, THM a P• CU IN 21 CONDUIT OR 3 A4.0 AL. TFMN . Pw C) IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERWANd1J COMBINATION SERVICE I BOA" DISCONNECT BUTCN AND 120/240 1A M ELECTRIC METER N I IIM ASI NEMA 3R ENCLOSURE PANEL ROMP TELEPHONE SERVICE CABLE TELEVIGI N ENTRANCE SERVICE 04TRANCE EG7aTONT EGLOPME 1T INTERSYSTEM BANDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE @0 AMP, 120/240 VOLT, 1 PHASE SECONDARY—- 1 04 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CU) IN CONCRETE ENCASED POOTER STEEL PER I-V2" CIA SCHEDULE 60 FNC CONDUIT OR PROVIDE 3 ELECTRICAL PROV1610N6 OF THE PBCR 6t41 '2/0 ALUMINUM (AL) IN V DIA SCHEDULE SO FNC EDITION (2OT71 C0N DUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UATH THE ELECTRIC r.I..IAX 6 PT LONE COPPER CLAD GROUND ROD COMPANY FIMOR TO BID. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com AA S: 0003325 Hamm, et mDly A. LOT: SILVERADO LOT ##56 BLK ##6 PROJECT# 04128.002-56061 MCDELe 4ENB tt1751-NEUVILLE° GARAGE 8WlN0: LEFT PAGE: ELECTRICAL PLAN 50 MPH EXP. PALM a A310MACPA L AR NO W723 so DATE: 01/17/19 3CALS: 1/4"=1'-O" SHEET E1 HB El 7. 28'-10' 10'-10' m -------------------- LAY. F=====aF=====a----- I u_ OPT. ii (L ----- ------------- LAV. I • • _ SINK L — I I I I _ RANGE 36'Xe �i 0_ OHM PAN �A�/�G� — — 0 — — I I I I I a) I I I I I O I ° I I O^� I I I I KITCHEN LAV. SINK W/ 2' V.T.R. A, AUTO VENT �I" 31'-4' 3'-6' 2 II' I' -II' V.TP- 1 I/I11/2' 11/2 •/ 1 I I/2' WASHER �I 2'.I --- I 2'11/2� 2' 2. LAV }i1UCl I I/t' 1 2- I ep V. \'f' 3' 3 2' 2, ILAV. SHWR 3' 3' i 2�= 3' 3' 2' NB 3. CA. TO 4, MAN -------------------- ---- PLUMBING RISER PLUMBING PLAN SCALE, 1/4 " I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-774.4078 www.abdosigngroup.com AA 8: 0003325 aUDDIV. ae LrOT: SILVERADO LOT ##56 BLK ##6 PROJECT 04128.001-56061 MODEL. 4ENB "1751—NEUVILLE" GARAGE OWING: LEFT PAGE: PLUMBING PLAN 50 MPH EXP. al DI R A01/17/19 aCAL.E: 1/4"=1'-0" 8HEET P1 HVAC NOTES I. ALL MECHANICAL. EQUIPMENT WALL DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICMG, PER MF& REQ11,1IREMGJNT8. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 26ALL 15E CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL DE SEALED WITH GLASS FAD s MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (20M) 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, WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (201-1) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL DE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20P1) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 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 DE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIR: UWRS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DOF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC yc ` O 1010 EXTERIOR WALL PLENUM y AIR RETURN RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 1 REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE N AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL /—FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.VZ OPTI/SPEC 14FL00R SLAB CLEAN -OUT (TYEJ LEGEND ® SUPPLY AIR DWUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT tM PASS-TWRU AIR GRILL SECURE STRAP TO CONC.—, CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WD ROLL STRAP OR EQUAL 4' CONCRETE GLAD SECURE STRAP TO UNIT W/ (2) OSXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. BRAN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COIACD. AUG EE GA. PLUG 1�-6, � SEE SPEC. FIN. GRADE OR PAvING 11-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (T MECHANICAL PLAN SCALE 1/4 . 1'-O' 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdosigngroup.com AA N: 0003326 _ A ,anon, OUHDIV. Ae XOT SILVERADO LOT #56 BLK #6 PROJECT 04128.00 —56061 MODELc 4ENB "1751—NEUVILLE" GARAGE STIMG: LEFT PAGE: MECHANICAL PLAN 50 MPH EXP. DA of/ir- MICALM: 1/4"=V-0" (SHEET M1 2X4 TOP PLATE n.wv Y W COMM BRAD PRE -FAD TRW& w' TwoK J cover 1/2' CAA -BOARD AT Im r•TI�M FOR Daa16TLr To MAiONW Jai P.T. Wo ATTA PU NOTE: STUDS IN C" MI PM SaR PARTITIONS SUPPORTING APFWDVAL NS& In' DRYWALL WALL HUNG PLUMBING a DIASLEEVE, cMut4ro$SAL aaALAW FIXTURESN. ROAND WALL DOWT Cw WATNI STA" 1� LONGWOOD, FL32750 MISAIRI CA51NETS SHALL 5E NOT rE �N AMOUND MY � PH: 407-774so78 I r ne% aaa.• rcw aw w aa.v. STlaL LESS THAN T WHERE SOLID Goo= TFIa T ou T^ ooeRruwrj w FAX- amosigngrro p.com 2X4 WOOD SPACED NOT MORE m/ TIH ,s BEAM DENM ,, •+*,,� •a STUDS •aa• THAN *- O.C. OR, NOT rvcouRaE - RIIDARD n000.w uv uneraR AAM:0003325 -- PJOD= CAL, trap. CWP04 4D DOOR or_ LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. AI PfWVAL Rao. V MCAL TRACK er oneR• or MAP. M•Tow To Roow TRAMQw GLAD /2AIPIPE THROUGH BOND BEAM FAPPROVAL PROP= Ran OCALM 3/4'-1'-0' FIN, PLR 28 GAS LINE THRU BLACK a GARAGE DOOR JAMBS SCALE: 11/2'a1'-0' 1 TYP. INT. WALL NON—BRG. 21 SCALE. 3/4'-I'-V' FIBERGLASS SHINGLES OVER W FELT PAPER FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2x BLOCKING BETWEEN TRLSSES PER STRUCTURAL DETAILS FIBELASS SHINGLE& RG 8 w 3 HII FIBERGLASS SHINGLES OR SYNTHETIC R90SJJ ON J' 0.8J5. "30 FELT PAPER R �90 LT P OR OVER OR 87NTHEtIG PRODUCT, INSTALLED SHEATHING OR �' COX SYNTHETIC PRODUCT, PRODUCT, INSTALLED PER SECTION RS05.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION Rwb.lj ON Ill Obib. PER SECTION RWbJ.1 ON J' OA.B. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR; CDX ON J' 088. SHEATHING 5/S' GYPSUM BOA OR k CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR 1' COX PLYWOOD OR 1/2' WIGH SECURED PER 0 m SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. FASTENER SCHEDULE FASTENER SCHEDULE BOARD REFEMTL. DRIP EDGE OH. PRE-ENG WD. TRUSS Oat. RZIA MTL. DRIP EDGE STRUCTUURRAL 2x FASCIA PER PER ELEVATION 2x FASCIA PERELEVATIONS ELEVATION&SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER PRE-ENG TRUSS INSULATION R-VALUES PRE-Ewx TRUSS VENTED SOFFIT STRUCTURAL DETAILS MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE ENNEION C40DE F TS FORTED SOFFIT �p PER ELEVATION PRE-EWm GABLE TFLSS PRE-ENG. GABLE TRUSS g ®• WEEP SCREED JPER ELEVATION WEEP SCREED w 2x FASCIA PER TYP 2x FASCIA PER _ r ELEVATIONS O.H. ELEVATIONS 2x P.T. SECURED 5/8' GYPSUM BOARD OR IR' 2x P.T. SECURED R-4.1 INSULATION STRUCTURAL DETAILS STRUCTURAL DETAILS VENTED SOFFIT VENTED SOFFIT NIGH STRENGTH CLG. BOARD �ASWINDOW ATTACHMENT PER MANUFACTURES SPECIFICATIONS L9 R-4.1 INSULATION - 1/2' THICK, 2 COAT WHOMENT S PER NT PLASTERDACEMED STRUCTURAL MANUFACTURESTAC44 NB DIRECTLY TO MASONRY REFERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24. O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. PURRING S' cm CEMENT PLASTER APPLIED 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICIC, 2 COAT GYP. WL.•00. , CEMENT PLASTER APPLIED LQ' GYP. WL. BD. PORTLAND C� Cm DIRECTLY TO MASONRY WOOD RASE TER APPLIED WOOD BABE DIRECTLY TO MASONRY I 0'-0' FIN. FLR.L i. 0'-0' FIN. FLR 0'-0' FIN. FLR 0'-0' FIN. FLR. ""f4 Cm a a W/ u WINDOW OPENING WALL SECTION a. 4 W/ WINDOW OPENING TYP. WALL SECTION ti Br B NO Oa ENING PNOTE; NO OPENING PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A Ettn3DM Se LOT SILVERADO LOT #56 BLK #6 PROJ=T# 04128.002-56061 MODEU 4ENB "1751— NEUVILLE" GARAGE 8IN0: LEFT PAGE: DETAILS 50 MPH EXP. MI —STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 6 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'•1'-0' IS REQUIRED. FOR ROOF SLOPES pl SCALE. 3/4'.1'-0' or - OF 4:I2 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED IBUT 4� MUST BE PER ASTM D226 TYPE II, /S , ASTM D 4869 TYPE IV, OR ASTM D 6151 A.A80U0iACRA AR NO 93M PIUNT DATM. 01/17/19 SICAL.E: 1/4"=1'—O" E1I;EET D1 SECURE ON SILK PLAT TO BLK W/ CUT WULS, SLOES= 2X6 GARAGE DOOR BUCK W/ (e) ® )JW' A -BOLTS 4' B'IBEOMENT MIN. W 2W-6 WAGNER AND NUT SPACED EVENLY FROM R.OM TO GARAGE DOOR HDR N JCN1S PRIOR TO FILLNG. 1-2X6 PT BLOCK • CENTER OF ® DOOR HEADER WI(I)NW J-BOLTS 4' EMBEDMENT W/ 2'X2')W WASHER AND NIT. ® MOTEe• (E ALL AI'1CFIOR6 SMALL BEN ACCORDANCE TO MANFACTURE" INSTALLATION NSTRICTIONS WERE GARAGE DOOR 1 BUCK ATTACHMENT IIC4lL •.r.r 8' cm 1S' DRYWALL I'X4' OR I'X2' P.T. NAILER ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK El W/ %' TAPCONS IMIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-4' WITHIN 8' OF EACH END 1 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE= SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO HIACK +3/4 OR +6/4 `4 SCALE: N.T.S. 2X4, m SECURE TO BLOCK W/ Yr' TAPCONS OR (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') WITHIN 8' Oo EACH END 1 10' O.C. MAX SPACING. 2Xb:m SECURE TO BLOCK W/2-W.' TAPGONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi I WITHIN 8' OF EACH END 1 g. CM 18' O.G MAX SPACING. )¢' DRYWALL 2X5.® D I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/J-Vo' CASMG TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN e• OF EACH END 1 MANUFACTURES DETAILS. 18' 0)C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO MOCK +1-1 2" @WINDOW TO HIACK +1-1 " iJ SCALE, N.T . 2X4m SECURE TO BLOCK W/ ' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' ar EACH END 1 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2X6=m MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO DLOCIK W/2-i(A' NON-STRUCTURAL V TAPCONS TAPCON MR I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I ,V4) • DRYWALL WITHIN 8' OF EACH END / W' O.C. MAX SPACING. �riX4'OR 1'X2' P.T. NAILER 2X&-== SECURE TO BLOCK WIZ-V*. O X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I X-)ATTACH TO 2X PER WITHIN 8' OF EACH END 1 MANFACTURES DETAILS. b' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-16/1p" `, N TO B +1— 8 %ZJOCALE, KTA. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN W OF EACH END 1 NOTE. STRUCTURAL 2X IB' O.C. MAX SPACWN MUST BE ON OUTSIDE 1 2Xbm SECURED THROUGH SECURE TO BLOCK W/U-%, NON-STRUCTURAL TAPCONS TAPCON MIN. 1 Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) 8. CMU WITHIN 8' OF EACH END 1 K' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/2-%' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOORJAMBOR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 1 } D WINDOW TO BLACK +2 1 4 GALE: KT . 2X4m SECURE TO BLOCK W/ TAPCONS (MIIIL SHANK SIZE U45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4) WITHIN B' OF EACH END 1 NOTE= STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEGO BLOCK LLW_%.NON-SUTRUCTRAL ' TAPCON MIN. I-Y4 (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIK EMBEDMENT I Y49 ' DRYWALL WITHIN8' OF EACH END 4 IS. Or— MAX SPACING. OR I'X2' P.T. NAILER 2X8m F4. SESTO BLOCK W/2-%* (APCON DOOR CASING MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS, rom wn r N®O roues JMt♦ nw nor oc�oXv DOOR JAMB TO BLACK +3" TO BIDCK +3" 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. 814ANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END / NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 1 2Xbma SECURED THROUGH SECURE TO BLOCK W/246' NON-STRUCTURAL 116' TAIRCONS(MIN. SHANK SIZE TAPCCN MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMU WITHIN 8' OF EACH END 4 K' DRYWALL 18' -A MAX SPACING 2X8:erp ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W12-i(.' ND 2X SECURE TO TAPCON81MIK WA14K SIZE STRUCTURAL MEMBER 145 012)12d WITHIN 8' OF EACH N. HEAD SIZE 300 49�TTACH END / b' TO 8' O.G. MAX MIN. EM15EDMENT I Y4) CASING WITHIN B' OF EACH END / DOOR JAMB OR WINDOW 18' O.C. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" F it TO BL40CK+" E, N.T.S. 2X4m SECURE TO BLOCK W/Y4' TAPCONS(MIR SHANK SIZE 14D MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 1 IS' O.G. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK WWI-1/4' TAPCON MIN. I-Y4 TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 • DRYWALL WITHIN S' OF EACH END / 18' O.C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' Yo' Obb X 4' MIN. TAPCONS (MIN. SWANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER IW O.C. MAX SPACING. MANUFACTURES DETAILS. WM MR1 AS NOW W FUM JM!= N W.=W W) DOOR JAMB TO BLOCK +3-7/IS" G WINDOW TO BLACK +3-7 lS" f, NT.S. 2X4m SECURE TO BLOCK W/Y♦' TAPCONS (MIN. 514AW SIZE .145 MIN. HEAD SIZE —400 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 1 NOTE, STRUCTURAL 7X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK WA-V4• NON-STRUCTURAL NIA' TAPCONS TAIMCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8' CMU WITHIN W OF EACH END 1 )j' DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/I-114' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45N. HEAD SIZE 300 MIN. EMBEDMENT I Y49 pOOR JAMB OR WINDOW WITHIN 8' O■ EACH END 1 TTACH TO 2X PER IB' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" SCALE, N.TU3. H lL[ DOW TO LACK +3 3/4 " 1441 N. RONALD RE/1GAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003328 L9111111 W�U BU33DM de L007CI SILVERADO LOT #56 BLK #6 PRGJLECT# 04128.002-56061 MGDMU 4ENB "1751- NEUVILLE" GARAGE 81RNG: LEFT PAGE: DETAILS 50 MPH EXP. 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 12/31/2020 FL 12029.1 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 142S3.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 153S3.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 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 1S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 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 12/31/2020 FL7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 sysa:v as LOTS SILVERADO LOT #56 BLK #6 0 1 8 0#-56061 MoaIMe 4ENB "1751-NEUVILLE" CAMA0! BWUM* LEFT PALM PRODUCT APPROVAL 50 MPHIEXP. FDATlk Ol/17/19b 1/4"=1'-0" 1' D3 PREroomm COmmi..IORIM1� PLANW OF CONTROL JOINTS Td W MIXED TIED TO LATH • S' O+C. MAX (VERT.A NMI, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS MYOND EXCIPT STAPLE$ gv �$EGLEG Lm CONTROL R L�Stt �. DURING INSTALLATION ------ FEIr0 TO EE SPA. • T OG. MAX VERTK.ALLY / PLAD� 1 COAT CEMENT URS LAYER 4, PORTIFESM / 111411.011,15 PAPER APPROVED METAL LATH PASTENED 01' (VEPITJ OG. MAX AT SURTORTS UM LAYER % STUCCO UIRAP WOOD SHEATHING LATH SMALL NOT .. ME OCINTMAJOU6 ►• ro s• .• To s• THIIap13H CONTROL, \ JOINTS or SHALL ' M STOPPED AND TIED AT EACH SIDE. PER ASTM C106* PROVIDE CLOCKING T J014 6' TO N' PLACED FLLATAT MAXJOINT \ FROM CONTROLJOINT UA4ET4 CONTROL JOINT FALL& ON IQgL \ L PASTEEM POI! LATH TO EE NAILS / eTRICTURAL eTID O STAPLES N COMPLIANCE W) A67M OWP63 2. WRE TIES TO EE (NO. 1$) 004T6' U IES / & SLOCKN3 &NOUN MAY 06 IN ADDITIal \ TO WALL &Tlm& REQUIRED PER PLAN / OL POLO tNpAto • rt. A ®tea OL POLO.aLalto . rt. 7. clllArs . at. a A CREAN . Pr. C Ow mmm OYmn va 3L wane W. IGLOO MILAT/Rly PUCYi4NbM"Y PMT/14. CC (MAX OL POLD NMIO . PT. A L OMAN a PT. & 4r raALD ® LPOLO NMw.R.A L OmAAa s rt. a L QIaAN a R. C 4 POID Pt.O OYMO PT. a TILL 1".0 TOIIOt!! MOTTOt PLANNI 4 r 19 4", *oTTorl al T nMr NAL POW UQ atatafr. D COAT CEMENT (FAAM.A wr J COAT OtLY1 WwTALL OR AT OOTTrNINQI OP IOQ t «T.t..gTt�t. NOM APPROVED BUILDING; U W SMALL EE LAPPED A MINg'LM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEMI* NEE4TAPE WTM PORPIOER 6Y t9tL LATH VERTICAL LAP TO BE V . METAL LATH I UIRE LAYER'(. STUCCO UIRAP a•—P atUlGE1 LAYER -2, �EWWIN3 PAfEPORTPIEERft I 2 ecALE. l Im.M-1* Q KIC KO UT DETAIL "MR "Off NAL to" OR @GLOW DDMOr OW L•N4 AT M. Au LIP NOTE, 61DE LAPS OF METAL PLASTER EASES SHALL EE SECURED TO PRAMIN3 ME•DEM. THEY SHALL BE TIED WOMEN SUr'PORTS UT14 0041111-*L MI-MM) IGRE AT INTERVALS NOT MORE THAN V ?22%-MnA A& PER A6TM CW6S TAA FOR REPAIR OF TEAM N WIND LAYERS. TEAR* MAY BE PATdED WA40UW UInAP TAPE PER M,NiIr. SPEC OR PEEL a STICK WOW SHEATI EUILOI PAP'EII SIT= 11THICK, 3 COAT CEMENT PLASTER METAL LATH UYD LAYER 4. FORTIPIEER EWLDIN3 PAPER WOOD SHEATHING WOOD SHEATHING OR CMu WR5 LAYER *I, STUCCO WRAP (FRAME ONLY) 1 THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OvER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (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. GUT AND OVERLAP ONE SIDE OF / SELP-ADFERRY PlB'bRANE —� ILASHN3 STEIP 01 INSTALL FASTENER$ (CLIPS• STRAfS. STAPLES) AS REQUIRED TO SECURE PPE) 16 TO FRAMNS SECTION PER SECTION Iaro.T EIOPIFxoftr uteof Gorda d shall m LRB of th th. a cement pbabr raq l comply with ST application rpWromenb of AM C 818.17A, InsbOation of oxban"r lathing and fmnvV shall ocmply with ASTM C 1067-17A, PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-841-09, MIN. 2.5 L58. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdmigngroup.com AA 0: 0003325 1� q ISO M R as mass BXMDIV. Ag LOT. SILVERADO LOT #56 BLK #6 PROJECT* 04128.002-56061 MODEL: 4ENB "1751- NEUVILLE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. r— .T 1 M D TEE.• 01/17/19 SCALE: 1/4"=f-0" SHEET WA1 BACKER ROD BACKER ROD UFO LAYER -1, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(b) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLA6161MG TO SE, L BOTTOM, 2. SIDES. 3. TOP VENT CAP * TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JONTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,V CALLKMG • JOINT ALL AROUND PER SECTION R703.7 EAerlor IW ft and 0leata M 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 1083-12A. HOODED VENT ]' THICK 3 COAT CEMENT PLASTER METAL LATH CURD LAYER 02, FORTIFIBER BUILDING PARR WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING UIRD LAYER M, STUCCO UMRAP UQB LAYER $2, FORTIFIBER BUILDING PAPER WOOD - CONSTUCTION -METAL LATH a' CMU VINYL CABMG BEAD 6' RAISED BAND ,twee w,-ieen 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY B!POIlE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK! LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER - - - - - 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-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF PLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' I— — — — PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO "7=0A I V ICC(..=1 V= STUCCO SCRATCH COAT a I COAT OF PAINT W)BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9- THICK, 3 COAT CEMENT PLASTER Ya' TO V MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION CUT SUCWMEMBRANE ANE NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY To FAf EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM Al R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 6m MI GRADE 'D' FELT-F'ROVII SEALANT AT JOINTS AND INTERSECTIC WOOD 8HEATHNG LAYER 91, STUCCO WRAP LAYER 7, FORTIFIBER BUILDING PAPER METAL �L�AATH GWTRICTION F�,_UUCPFM16H . aIOOD '-' /FASTEN TO WOOD STRNOTURAL { MEMBER • 1' OTC. MAX a' CMU •' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING (�OHORIZONTAL WEEP SCREED (FRAME TO BLOCK WIRE, LAYER'!, STUCCO WRAP 4477 CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP 01 STEP *2 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 0 1 I.I 1.MEMBRANE FLASHING WRB LAYER •2, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32760 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 b O ,4A L J WIN M aysDiv a< ><.oT: SILVERADO LOT #56 BLK #6 PROJECT# 04128.002-56061 MODEZA " 4ENB , 1751-NEUVILLE GARAGE 9TrWG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP, r7 D � 01/17/19 SCALE: 1/4"=1'-0" SHEET WA2 EXT.WOOD FRAMED WOOD SHEATHING WALL WRB LAYER 9, STUCCO WRAP SUB -FLOOR DECKING OOD [W/%'TYPE WRD LAYER 02, FORTIFIBER ONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS Ve HAT CHANNEL 1, THICK,3 COAT CEMENT WEATHER RESISTIVE 'X' DRYWALL 6' SAP. • TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER 4 4' POSITIVE DRAIN J' THICK 3 COAT CEMENT WOOD SHEATHING ns:ee gr_■■en PLASTER ' METAL LATH LAYER 9, i _ ` ```�` STUCCO WR4P WOOD SHEATHING — THICK, 1' THICK, 3 COAT CEMENT PLASTER I _ 6' DHEIRE , S14M I � FLASHING WRAPPED `• • • TOP OF WEEP SCREED TO SHEATHING BELOW WR � �AOYE � 4' POSITIVE DRAM IroraP wro■■n WRB LAYER o2, FORTIFIBER . - I I BUILDING PAPER (Swam FOP I SEPARATE A �..-. , 6' SELF-AD!-EREING ' ; FLASHING WRAPPED WRS LAYER 9, STUCCO WRAP t. AMICO AM6-WFWC-18m ATOM CASING DEAD • CORNER OF CANTILEVER a 4' POSITIVE DRAIN I J2 WEEP SGRIE!ED NO GAP IN FIELD —1 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. SGALEr I I!U'•I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION Ri03.11 / ASTM C-841-0S, MIN. 2.5 L55, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/e' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PAINTED FINISH II' THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER N OF ONLY) WOOD CONSTRUCITON RESISTIVE 9 RESISTIVE 2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @D-RIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL k THICK 3 COAT CEME PLASTER ZsbmffiwAa ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING FINISH LAYER (2 LAYER FEEL 4 6TICK)--\ 6' PEEL STICK DRi EDGE .0• DECK I q'XI % P.T. OR SIMULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFING lot , LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK I )¢'XI f4' P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Ys' GAP FOR BACKER ROD i SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTURED N PAINTED FINISH JTHICKR3 COAT CEMENT COLUMN 614EAT14ING WEATHER RESISTIVE BARRIER 9 3' X 3' 26 GA GALV. WEATHER RESISTIVE METAL DRIP EDGE BARRIER 7 GET IN FULL BED OF ,. 6' SAP. \ SEALANT, V MIN. SPACE FRO! '1 DRIP (� �y PEEL 4 GTI`CK FACE TO TREX JIB n ILMA- N' CI AAuiw IN ROOF CEMENT I N X 3' 26 GA GALV. X' GAP FOR BACKER METAL DRIP EDGE ROD 4 SEALANT Y4' GAP FOR BACKER SET IN FULL BED OF ROD SEALANT SEALANT, K' MIN. CASING BEAD SPACE FROM DRIP VINYL FACE TO TREX WEATHER RESISTIVE WEATHER RESISTIVE VINYL C.48WNG BEAD BARRIER 9 BARRIER 9 b _. WEATHER RESISTIVE WEATHER RESISTIVE WATER PROOFt I '' BARRIER 4 BARRIER 4 YER eTCK)2 LAYER PEEL` EXTERIOR C40LUMN , COLUMN 614EATHWO DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,1,' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING ® I' O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIP15ER BUILDING PAPER (14A CORNER BEAD (9)FRAME 2 1/2' lk CORNER BEAD (FASTENER 4 SPACING * I' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / ,� R`CORNER BEAD � BLOCK (1 Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED I PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER 6' SAF. I )6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )i' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF BEALANT,)4' MIN. SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL t STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD 614EATHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION (9)COLUMN (W/"T." FT.t,-,HTWr.) WOOD SHEATHING WRB LAYER 9, i STUCCO WRAP i WRB LAYER 02, FORTFIBER ".1 BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER E 6'SELF-ADHERING FLASHING DRIP CAP '!1 ' WINDOW FLANGE `I WRB L R 9, STUCC "AP WRB LAYER 02, POW BUILDING PAPER — METAL LATH -� J' THICK 3 COAT CEII PLASTER —� &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE - WOOD SHEATHING WR5 LAYER "I, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER 11R[ METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT )VIEW FOR PLASTER CLARITY) 15B CASING BEAD 0 WINDOW (FRAME, NO BAND) 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32780 PH:407-774.6078 FAX 407-7744078 www.abdasigngroup.com AA M: 0003325 fit aLTE m Ae I.oT SILVERADO LOT #56 BLK #6 PROJECT* 04128.002-56061 MODEit 4ENB "1751-NE VILLE" GARAGE ElwWO: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. F-PIAUNT 01/17/19 NICAIM: 1/4"=1'-0" aIizET WA3 aLTE m Ae I.oT SILVERADO LOT #56 BLK #6 PROJECT* 04128.002-56061 MODEit 4ENB "1751-NE VILLE" GARAGE ElwWO: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. F-PIAUNT 01/17/19 NICAIM: 1/4"=1'-0" aIizET WA3 WOOD SHEATHING UM LAYER "I, STUCCO WRAP -� WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH I J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP - WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER e2, FORTIF15ER BUILDING PAPER METAL LATH dEXPLODED J* THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRIS LATE STUCCO a VINYL AN WRI5 LAYE 15UILDING I METAL LA1 J' THICK, 3 PLASTER 6'SELF-A FLASHING WINDOW FLANGE CASING BEAD C9) WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER el, STUCCO WRAP )','GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM . STUCCO TO SIDING TRANSITION SIDING WOOD SHEATHING STUCCO i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRIB LAYER 42, FORTIFICER DUILDINCs PAPER WOOD BHEATHMG WPM LAYER M, STUCCO WRAP CASING 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO �8 CASIN��U AD (CROSS ) WWEDQ4 8TIOXTION� WOOD SHEATWW4 WEATIEIR I1818TIVE WARNER UrAngilit SAINNAI71IlIV 818T! !WI ALL 81DMG—, RAeewjir �� GTARrER STRIP \ �kWIEATM �• eELF-ADrsnMG FLA,SHMb DARNER �elenv! . BARREN Intl'.e18TIVE R.�II IINrIG GALVV METAL r ILASFIMG pPOP TIaM / y� x i' eIMULATEp . ; IIIOOD rRM MCI"e!!R \ - SEAL GM W/CAILICM 69ALA OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-09, MIN. 2B LISS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 02, FORTIF15ER ; BUILDING PAPER WRB LAYER "1�� TR1,CTbN THICK, 3 COAT CEMENT STUCCO WRAP UNATI-M REa VE- PLASTER MRINER 9 I�EBRSTVE — BANNER WRB LAYER 02, FORTIF15ER 'X11mlA "D"IG VINYL ANGLED BUILDING PAPER li"RING— CASING BEAD K' METAL LATH STARTER enINP— VINYL CASING BEAD (EXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD Cam? RAISED 17A BAND ( FRAME) SCALE: 1 1/2"=1'-0' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH i WINDOW FRAME ____�...„...•—•._•_•• WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYLE-Z BEAD CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ----------------- -------------------------------------- 4' GAP TYP }' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH — -ADI•RRIN6 rL WEATHER RESISTIVE mAJIME6* Rq TO MIK ABOVE TOP \1 •2• / i OF FLASHM6 WEATHL•R REe18TNE I MARINER ol I�QleIeTIVE MARMRR '2GALVV ' FLAASHM6 GALv'D METAL--/�"- •zy I�A"NG WDOD6. T MEMBER ` "MAD VSM- CAeM M�'A=FuDdeLl R ROD) PVO \ /� R7��INO \ \1\ 7WERING CEt UN 3 MAKER �SISTIK "FATHER RE"TIVE MARINER 4 jfit!� OR �WEATNER RESISTIVE MARINER 9 TO LAP W MM. ABOVE TOP CF'r FLASNM6 vil •SEV-AI7HERMG FLAGWNG SIDING TO STUCCO \-a ® FRAME TO FRAME @TRANSITION lA RESISTIVE V WL CA KIBLE PVC .0D, RE816TIVE 2 WRB LAYER 02, FORTIF15ER ; WINDOW FRAME BUILDING PAPER I WOOD SWEATWING i 1 1 I 1 1 I I 1 i I WRB LAYER "I, STUCCO WRAP ; I 1 1 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 1 E-Z BEAD VINYL CASING 1 1 2X FRAMING (W/W FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP �� Z BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH:407-7748078 FAX: 407-774-4078 ww W Abdesl gngroup.com AA #: 0003328 aS' 8 M 0 a cur woUom~ A AT .• ANGLE MODIRED 11• CUT N VAXNNR IAP T@7P0 FOLD-1 mal0 I TUCK F N HEA FOLD N AT AFTISOVED wOUCm RM OVER GMATHNG OVER WO STUD WALL 6LOr STEP 1 INSTALL &'— OW-ADWERM FLAIIHM OVER NAILING FLANGE JAMBS EXTEND GI LUNG MLL I. BELOWN FLEXIBLE FLAGHN6 DO NOT SEAL BOTTOM —� MN STEP 6 STEP 7 ALIGN FLA6 4M W) INT. EDGE OF GILL R.O. F �T EDGM (CAP NNLS, STAPLES) NSTALL OUPOW FLEXURAP AS TF R AGHM AT TIE FOLD HOUGD~ DOWN 4 TAPE DIAGONAL CUT AC006. HEM Q WRDOIU STEP 8 WMTALL 6• WIDE ADFEMVE BASKED FLEXIBLE R.AGHN MATERAL OVER DRIP CAP JONT(PROTECT0-WRAP BT-00)C w EOUY) WINDOW FLASHING INSTALLATION DETAILS 0 ( FULL WRAP) SCALE: NTS STEP 4 L IT B THE CONTACTORS RESPONNDILTT TO YERPT TFIE COMPATIBILITY OF ALL PRODUCTS NCLWNM WGUOM AP'. 6EAL01TB 4 OW-ADMERN6 FLAGHNG MATERIAL6 USED DUNI6 0"TINCTUXL 2. INSTALL ALL MATERIALS PER MANFACTURERS WRITTEN WO PICATION6 WMMM SEALANTb MAT REACT ADVERSELY P NOT CCMPATN%X CLEAN AND DEAL JAM. TO SILL JOINTS WITH DM IPN FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOW WITH EVIDENCE OF WATER NTRI181ON BELOW THE WINDOW OPENING SEAL INTERIOR PER METER OF WINDOW WITH DEALANT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407.7746078 FAX 407-7744078 www.abdesigngrouP•com AA.: 0003326 M N 0 C Ll a BUBDM As IAT: SILVERADO LOT #56 BLK #6 PROJECT* 04128.002-56061 MODULI 4ENB "1751-NEUVILLE" CARACE 81117NO: LEFT PACE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 50 MPH EXP. 51, A N D M O1/17- SCAL.U: 1/4"=1'-0" SHEET WA5 i ` \\ // 118' TEXTURED / V2' TEXTURED x ------------- / - - - 2x6 SUB-BANb FMISH a CMU x x x W/I'x4' NOTCH A METAL LATH x x x x x , - ---- / - - f END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP } UJOOD SHEATHING x x x x x x / oR «� 01, I I ! DRIP EDGE d\ I I = fff UAFB LATER STUCCO UIRAP(FRAME ONLY) WRB LAYER 42, FORTIFIBER x x x x x x x x x x x x x x x x x x x x x x x x x F ------ ------- el. l/S' TEXTURED I FINISH • WOOD J � 2X6 &JD BAND ----- DUF I PAPER ROOFNG CEMENT x x x x x x x x x x x x x ;= x x x x x x x x x x x % " FRAME OR CMU FELT PAPER 1/2' TEXTURED FINISH g CMU \1 x x x x x x x x x x / DRIP EDGE x x x x x x x x x x DRIP EDGE \�\ x x x \ I METAL FASCIA WRAP Ye, FROM METAL KICK our x x x x x (REFERENCE POINT ONLY. FOR WALL OFF x \ ai STUCCO, I' FROM -- SET OF COMPONENTS) WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY —ROOF KICK OUT REMOVED \` FOR CLARITY \ROOF DECK (BEYOND) ,—DRIP EDGE, V OFF WALL VNOT INTO STUCCO) �'I/S' TEXTURED FINISH m / WOOD, 1/2' TEXTURED FINISH A CMU / 2x6 SUB -BAND W/1'x4' NOTCH f END, WRAPPED IN PEEL 4 STICK ®E VA I OI METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PLAN A PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/I4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x UN x x x x 3�4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 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 (9) WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/t�'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I0 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RUGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdasigngroup.com AA *: 0003325 0 0 E a W�Y >sUDDIV. /e LOT SILVERADO LOT #56 BLK #6 PROJECT# 04128.002-56061 MODEL: 4ENB "1751—NEUVILLE" GARAGE S7111WO: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. MO 4" CONC. SLAB '�0 0 TOP OF inn SLAB 3 $" 4' F TE-1 4" CONC. SLAB w lul ~ 4w4� o i *3 1/2 N ~ r — — — — — — — — — FM-12X78 — — — — — — — — ' EXTEND I 1.1 SLAB 1 1/2" 13'-4" 2'-0" 6'-2" I �I I I I +'+ im I °p 0 m X ry I� •I b N TOP OF SLAB w I I I. I I I I 2 V-0" I I 4" PVC I CHASE �� 20'4" bi 19'4" I • L TE-1 — - - — — — — - I x 5 1/2 EXTEND • I SLAB 1 1/2" 3'-0" 5 I 2 w EXTEND— ,, SLAB 1 1l2" FM-12X18 4" CONC �a w SLAB I , 4" 3-4-4-IN ;Na *3 1/2 1/2 &;MC-12X18 FM-12X18 FMC-12X18 FM-12X18 — — — — — — — 4 F M -12 X 12 — — — — — 4 [A4'-0-' 16.4.�-2 'r1" 4'-6" 8'-10" 19'-8" 6'-8" 13'-4" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-O'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION �0'-0", SEE SURVEY PLOT FOR NOVO. 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. 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. 11.13INDICATED #5 BAR, GINDICATES 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 8) 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: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (30DO PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER I OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR VWNM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx6 W1.4xW"I OVER GENERAL 312' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIOE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH I THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12X18 17, CONTINUOUS is, - (2)06s FMC-12%18 17' CONTINUOUS 1B' - () '6 - VARIES FM-12k12 12' CONTINUOUS 12, - s - (-)0'-4" TE-1 8" - • #6 IN CURB I 00'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6076 FAX: 407-774-40 S8 www.abdesigngroup.com AA #: 000332. sUHDIV. Ae LOT" SILVERADO LOT #56 BLK #6 PROJECT 04128.001-56061 MODEL.• 4ENB "1751- NEUVILLE" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 50 MPH EXP. L AR NO W723 i D TM: 01/17/19 SCALE: 1/4"=1'-0" NOW 30" MIN. EACH WAY — MONOLITHIC FOOTING .a Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED ° S 0}. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS S C CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a -v a-- C W m _UTj ° -- ' GARAGE DOOR ^ RECESS (� �I W Q . I> y r S�FM�. e, g N 2 W CMU WALL O 8" CMU WALL , CORNER BARS, SAME SIZE AS BAR .° I W W 8° ro b 2 - Z_ + - -T IN FOUNDATION WITH 30" LEG EACH ✓ W U N e� +- 0'4" TOP OF SLAB - WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS U) TOP OF SLAB r�- -=.-ti, MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB ^ -,,, SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4"CHAMFER (1STORY) tl3 16' EXT. PORCH SLAB . - VAR ARIE6� SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER(1STORY) I °I °- (f '-'v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE `Lv/ MASONRY lip+ AT ELEV: � UNITS SET JOINT( HEREON JOINT (WHERE • 6"CHAMFER (2-STORY) il4 24'„� W/1/7'ISOLATION 6' CHAMFER (2-STORY) . ,' 01-(p• APPLICABLE) i SEE SCHEDULE il5 3a' JOINT (WHERE • ♦ EE SCHEDULE FOR WXD, BAR SIZE APPLICABLE) Z 4. FOR AND, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING %1 06 36„ AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO 97 42' N EXTERIOR MONO —FOOTING EXTERIOR MONO —FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" GARAGE SCALE:3l4"=V-0 BARS DETAIL DOOR OPENING @ VCOqRRN[ER 4 SCALE: 3/4"=T-O" SCALE: LAP TOP PLATE A MIN. OF 48" �_ LAP TOP PLATE A MIN. OF 46' E AND NAIL W/ 16d COMMON AND NAIL W/ COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN OVER W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2(6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 0 n' I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W! PLANS FOR SPACING. SINGLE 7' CAPPED 5 /n NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2W' WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. GALVANIZED PIPE KO a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN NIGH STRENGTH PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE BASE a g I EPDXY. MIN. EMBED PLATE EPDXY 5-12" EMBED. MIN. 0 15' OC SLAB W/10d MASONRY Q 8", UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. p a O FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ in _ ¢ SPECIFICATIONS FOR 0) I 10d x 1 1/Z' COMMON NAILS _ USE AND FILL ALL HOLES, DO NOT USE SECURE FLANGE TO I- PREPARATION OF , x 3• W W )1/4 X 21/4 HOLE. SEE SLAB SCHEDULE w SEE SLAB SCHEDULE TAPCONSLABWl(g W a a +_ o„Q• Q O TOP OF SLAB a. p TOP OF SLAB 4•' CHAMFER (1-STORY) -A-6•' CHAMFER (2-STORY) =AND ULE EQ. EQ. EE SCHEDULE SIZE FOR WXD, BAR SIZE NTITY AND BAR QUANTITY BOLLARD ADDING BAR TO %INTERIOR CURB FOUNDATION WOOD WALL CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION $INTERIOR SCALE:34"=1'-0' SCALE:34"=1'0 LAP TOP PLATE A MIN. OF 46' 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 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE g PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE 8T. PLATE TO SLAB W/10d AS NAIL a E PROVIDE DBL. TOP PLATE 1610/CSTAGGERED. ¢ W �v a W O 8" CMU WALL }, Z POURED LINTEL CONT. (TYP.) CMU FILLED CELL (TYP.) d O' TOP OF SLAB �SEE SEE SLAB SCHEDULE 2X WALL FRAMING _ {y SLAB SCHEDULE 1/2'DIA USP 725OSD BOLTS 5" TOPOF SLAB Z MINIMUM EMBEDMENT INTO 2 "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND LF i6•'O.G. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULEEDULE FOR WXD, BAR SIZE BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO— INTERIOR FRAME BRIG WALL TO 9 SCgLE:3,4"=,•a• (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION scALE:3l4"=l'-a 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH:407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003328 W h A R 4n IVHDiv. ao LoT SILVERADO LOT #56 BLK #6 PROJECT* 04128.002-56061 MODEIt 4ENB "1751— NEUVILLE" GARAGE 911I90: LEFT PAGE: DETAILS 50 MPH EXP. DRnqT ATE• 01/17/19 SCALE: 1/4"=1'-0" SHEET S1.1A DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003326 SUDDIV. & LOT SILVERADO LOT #56 BLK #6 PIoJECT* 04128.002-56061 MODMIA 4ENB "1751- NEUVILLE" GARAGE SWING: LEFT PAGE: DOWEL PLAN 50 MPH EXP. 50 Rom a ABMXMMQRA L AR NO 93M j -DAM01/17/19 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 1d' HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. Z °. ° ' • ' q TO HORIZONTAL REBAR W/1d'HOOK GROUTED BOND BEAM �v VARIES PER ELEV. - c Z p5 BARS a p � Q • ur d' HOOK L1 8„ ° ._� 0_ •Q __ .«^•.° �.4:.: ° ° ! ,;�° O CLEAN OUT REQUIRED O� Om Q FOR INSPECTION mI. O E�Ic a 0'-0" FIN. FIR. • O •a TIE RTICAL REBAR TO HORIZONTAL a�� ■ T REBAR W/10"HOOK BAR SIZE 48 BAR OIA. Z W O #3 1 S' #5 CMU UNIT DIMENSIONS 10 ARE NOMINAL SIZES #B 38 #T 47' OFFSET METHOD CONTINUOUS BARSIZE 488AR DIA. METHOD ##44 24' 0/ MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 301, 3 SCALE: 3/4'=1'-9' REINFORCING G1 L REINFORCING SCALE' 3/4"=1'-lY' #7 4Z' � SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003326 q b O F iLi 3 aLMDIV. Ac LOT SILVERADO LOT #56 BLK #6 PROJECT* 04128.002-56061 MODEL: 4ENB "1751- NEUVILLE" GARAGE SKIMO: LEFT PALM DETAILS 50 MPH EXP. DATE: 01/17/19 SCALE: 1/4"=1'-0" SIl&= s1.�A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) IOd 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 WT (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W710d 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 a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE S, DE!BCRIPTION REMARK O (2) 2X8 BEAM SCHEDULE RaRM INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Psl) SIZEREMARKS REINFORCEMENT STIRRUPS B7M. TOP MID SIZE SPACING BBt MASONRY 3000 Bx8 (1)06 N/A 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 18 SAFE LOAD - POUNDS PER LINEAR FOOT 0_,4C__ SAFE LOAD PLF am 3'4r (42') PRECAST 2231 r-0' (46') PRECAST Im 4'4- (649 PRECAST ISMS F-C (64') PRECAST 1217 8-10- (M') PRECAST 1062 ea (Tin PRECAST 9-M r4r MM PRECAST 743 94- (11Y) PRECAST e64 10'4- (12n PRECAST 475 114- (13" PRECAST aes 1r-0- (144') PRECAST 337 134' (IWj PRECAST 206 14-4r (18n PRECAST 279 14W 07n PREMPES8ED N.R. 1" (184') PREFMESSED NR irW Win PRESTRESSED NA. 119'4' (23Y) PREgrRESM N.R. 21'4- Wn PRESTRESSED N.R. 2" (2641 PRESTRESSED NJL =��r7—mm O��OODm mlm0000m 0m00�00 moms©mom mmoo�oo 000ffZr0=f K=�! ',mm00m00 Immomoom mmUMN 000mo i�mm0�m0 �000�©m0 0�m0om0 mmmmmm0 0000�0A s�sommmoo ,©omomoo i©0�'u7�mm0 mmmmmm0 ©mmm"mO 0©000010 DO©0©QD Dm�00m0 ©0©0©OD �.7t.70m00m mBL�70c:7©00 I�m�O©mom W& Wn PRESTRE88EDI N.R. ` to I . (e) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. rd (4n PRECAST 1001 1024 1 ISMS 4'-0' (4n PRECAST 706 7e3 130e 4'4- (64') PRECAST 502 eel 1073 S4' VM PRECAST 411 411 745 S•10' (Tii PRECAST 340 339 e16 S4P (M PRECAST 507 721 400 r4r (90") PRECAST 424 834 363 r4- (112') PRECAST 320 512 290 10'4r (12S') PRECAST 294 401 180 it'4' (136) PRECAST 210 452 154 1r.0' (I"') PRECAST 244 402 137 13W (1SD7 PRECAST 217 324 110 14%W (1ee") PRECAST 206 203 100 W0 (1M PRESTRESSED N.R. 264 91 154- (1SC) PRESTRESSED N.R. 259 83 1r4' Mn PRESIRE89ED N.R. 104 64 154- M2-) PRESTO N.R. 146 62 214- (26n PRESTRESSED N.R. 125 42 2r4Y Pm49 PRE N.R. 11e 40 2r4' Mn PRESTO N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U•LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT ��. TYPE I ws1T I wI2-1T I M&1T I wmlT 911IMr I watt I VWT ®DDOm�O �mooE�000. ��0000®0' m�000®0, l�.Rl��a,o.omo ��00000 OmmOmmm ©Om00E'�0 ��OmOm00 cmm � + . 0Q�Q1Q�Cl1Q�Q11 (e) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR IMICEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF VANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE A: 1"126.03 f � • BF16-1T/OWOBf - ... �" > 8F16-1T/0Ml08" -� -> >8F16-1T/OM/OB f 1 7L Mom �` iryt s GT 8F24-iT/1M/OBv ram. 1 9 x # a� ( e� LINO PROVIDE B61 '4 WHERE ROOF TRUSSES e. +' BEAR. TOP OF WALL EL. 8'-8" UNO " t .� yy S ti W i a BF16.1T/OMIDB • ". �� « " sb - 8F28.1TliMA)B,n8F16-1T/OM/0B>� LIFT BEAM PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngfoup.com AA#:0003326 _.. �NIIIII OHIO emm swan►. ae LOOT: SILVERADO LOT #56 BILK #6 PROJECT/► 04128.002-56061 MODEU 4ENB 1751- NEUVILLE" GARAGE STIILMOI LEFT PACE? LIFT BEAM PLAN AND NOTES 50 MPH EXP. Pj #5 CORNER BAR W/ 30' LAP FOR EACH #5 CORN OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30"TYPICAL BAR IN BOND BEAM REINFORCING OF BOND BEAM 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYRff9ly' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM to 15 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. E MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c \•\\�� PLACE STEEL 3. HEIGHT �0 REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 05 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 VE TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR &)del jp S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LNTEL THE BOTTOM BOND BEAM r' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF ICING FOUNTR 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. P05' F�G� 806 DBL BOND TOP OF / •\�•�' eQEiF' BEAM W/(1)#5 BAR BOND BEAM #\O EACH COURSE G 8x8 BOND BEAM EBOND • �OQC.�\� W/(1)#5 BAR F =FILLED W/ GROUT\AO U =UNFILLED GROUT SOLID FROMTOPNOMINAL LINTEL TO TOP OF BONDOF OPENING IDTH #OF #5'S, IN 2NO BOND BEAM#5 -rc//// /—BEAM COURSE SEE NOTE 5 1T/11Y1/ TE �16-ETE LIMEL W/(S #S BARR_)NOMINAL LENGTH OFBAR =WIDTH OFMASONRY HEIGHT # OF #VS, TOP0 OPENING - 2'CORNER BOND BEAM COURSE QR BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE ALE: 3X'=1'-0' THAT XFXX - 1THM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFERSCALE: AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS OF OPENING PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3H6 AT HIGHER ELEVATION SHATAPCON OR DRIVE PIN (MIN MIN WINDOW S ZEN300 MEN EMBEDM.145 ENT 1 SINGLE BOND BEAM 1/4") B" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN .a 3 14, PRE -CAST - -4 C 2x8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL g o SLOPE SZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") $' FROM EACH END AND 16' N 1.1/4" EMBEDMENT T 2x8 (MIN 2 X 3) 23/16 VE PIN OPEN FACE SHELL SO SHPANK SIZE. 11 51 MIN HEADN AS TO ALLOW BE 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 1B" O.C. MAX. MIN 1-114' MIN. 2-12tl PER BLK. EA ENO BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM WI SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL SILK- CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:34"=1'-0 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I I I > I — SINGLE #6 CORNER I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM IF 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3l4"=1'-0" %SINGLE LINTEL, MULTIPLE OPENINGS v SCALE; 3M"=1'-0' 1441 N. RONALD REAGAN 81 LONGW00D, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 Y 0 O a BUDDIV. at IAT: SILVERADO LOT #56 BLK #6 PROJECTp 04128.002-56061 MODE=s 4ENB "1751- NEUVILLE" GARAGE SKIING: LEFT PACE: DETAILS 50 MPH EXP. DA IM 01/17/19 scAlc: 1/4"=V-0" #HEFT S�.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" 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 W/ 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 (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED Wl 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" Bs as 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.com AA M: 0003325 0 a V1 W SILVERADO LOT #56 BLK #6 IIPROJMCT 04128.001-56061 MODEu 4ENB "1751—NEUVILLE" GARAGE E YANG: LEFT PAGE: FRAMING PLAN 50 MPH EXP. PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" A-(1)USP HTA18 TRUSS ANCHOR WITH (9) 10d x 1 10 TO TRUSS, FLA17680 B{2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES ® 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) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) �1 TYPICAL TRUSS/ I a I v GIRDER CONNECTOR(S) SCALE: 3/4"=i1-6' 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS SX' GYPSUM BOARD OR 1/7' 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 1/7' GYP. WL. BD. r,_`�FLOOR TRUSS CONNECTION @ L.B.W. -* 5°ALE:-'=T-0' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 114*0 —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5•D SGL. STUD HOLE EDGE >518" �l F" ""--HOLE DIAMETER <3/5•D DEL. STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRUSSES- 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR WITH (9)10d x 1 1/7 NAILS TO TRUSS EA PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#176W PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: FOR (A) W/ SINGLE PLY, A PT SYP #2 2"Xff%*-0" MAY BE ADDED WI 10d NAILS, 2 ROWS, 3" OIC TO FACILITATE 2-PLY CONNECTOR. `(A) USP LGT2 W/ (5) 1X)13"POWERS WEDGE BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY; #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 39'x6' WEDGE BOLTS AND 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 6' EACH WAY OF BOLTS 12' O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S) SCALE: 3/4"=V-(P LSTA12 20 GAUGE W/ 10dxl/2 HPG COMMON NAILS. ® EACH END TOTAL OF 10 FLOOR GIRDER _ HTT4 W/ 5/8" A.S. WITH MIN. 7" EMBEDMENT TO SLAB & (20)16d x 2.1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB --- GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20)16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G <2400 LBS, U c 1425 LBS W/ (2) 3W4 USP WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (20)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THOH28.2 G < 2400 LBS, U < 2660 LBS W/ (2) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C_ USP THDH28-2 G < 4800 LBS, U < 2850 LBS W/ (4) 3/4'- USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2850 LBS W/ (4) 3/4"1 USP WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND 14)1W x 2 lbf TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 114' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 7' COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 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'-0" (1) "X" BRACEUCONT. SEAMS) 30'-1" TO 60'-0 (3)'7C' BRACESECURE 2x8 PT. PLATE (1) "X" BRACE C CENTERTO BILK W/ 1/7' DIA (2) "X" BRACE DIVIDED EQUALLYANCHOR BOLT W! 7' FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6' SEE ARCHITECTURALMIN. EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's W STIFFBACK (AS PERO.C. MAX TRUSS ENG) 2x4 SECURED W/ (2)10d's 0 EACH TRUSS TORE INSTALLED 10'-0" O.C. MAX. 6 NOT USED V EDGE CENTRAL SPACING SPACING SEE SEE T ,5CHEDULF, SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/7' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD f LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAF'S, 1/4" DIA x 3" MASONRY (2) _ PT SCREWS (TAPCONS) MAY BE USED, SAME APG(:IAI(�RFflI11DFMFWT LEDGER SCHEDULE MARK SIZE 13OLTSIZE 1176DOEBPACINa CENM&SPAM A DOUBLE 26 1/7, 8" O/C 16' O/C B DOUBLE 2(8 3I4" W O/C 24" OIC C DOUBLE 2x10 1I2" 8" O/C 16, O/C O DOUBLE 200 3/4' 8" O/C 24" O/C E DOUBLE 200 314" 6' O/C 16, O/C F DOUBLE 202 31,f 1 6' O/C 12" On 10 WOOD LEDGER DETAIL 6CALE: 3/4"=l'-0" SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3'a"=l'-9' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-a' 1441 N. RONALD REAGAN BLVDJ LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 J mm atmDIV. as LOT: SILVERADO LOT #56 BLK #6 PROJECT 04128.00 —56061 HODEIo 4ENB "1751— NEUVILLE" GARAGE SlrDgG: LEFT PAGE: DETAILS 50 MPH EXP. FLOOR DECK 2x6 PT TERMINATION 2z4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON Wl (6) 3116" ° 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 SCALE: 3/4"=1'-D, USP LFTA6 W/ (16) 8d COMMON NAILS STUDS USP LFTA6 W/ (16) 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. PLATE STRAPS W/ 10d x 1 FIRDERTLOOR USOR 1/2' HDG NAILS FL#17239 GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/*" T-0' DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10tl 0 3" O.C. 1ST PLY INTO EDGER AND 10d 0 3" O,C. STAGGERED UPPER PLY INTO 2x6 BELOW W CMU WALL REINF PER PLAN PER ELEVATION O� (Sn g= O �w P EEVATIO INZ 1X2 FIRE -STOP AI #8 WOOD SCREWS z 2' LONG � 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN USP A3 EA TRUSS q" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING , ON EXTERIOR WALL #8 WOOD SCREWS x 2' LONG 3" O.C.; STAGGERED NI AS SHOWN DBL 2X8 EDGER TO CMU W/ 1/7 EXP. BOLT 8" CMU WALL AT 16" O.C. ANDS' FROM MI REINF PER PLAN END W! MIN 5-1/2" EMBED. FLOOR DECK PER ELEVATION q� a NAILING PATTERN zc=i � �w PER EL VATION Z- 24„ l\A PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 17' O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CUNT. 16d NAILS INTO LEDGER AND 100 ®O.C. #8 WOOD SCREWS 2x4 BLOCKING 0 EA BRACE. NOTE: (TTOP OF FL FLR T TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG O.C.; MI TOENAIL INTO TRUSS W/ 16d (4 ) STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGEREDD OFF NAILS a EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x6; � 3/4" AS SHOWN 2x4 BRACE 048" O.C. w/ (5) 12d l'-4" MIN. FROM 2ND. FUR. FLOOR DECK NAILS G EA END LINE 2x6 CONT. W/ (8)16d NAILS .LC-. 2X8 LEDGER TO CMU W/ 1/2' EXP, BOLT MI Bd RING SHANK NAILS 4" O.C. MAX a ST. OF FLOOR TRUSS 8" CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING SHEATHING NAI NAILER) END W/ MIN 5-1/2' EMBED. 16d NAILS 0 8" O.C. MAX 1X2 fLRESTOP PER ELEVATION FLOOR DEC IIf �/4„ IPPPATTTE' PER ELEVATION PER EL VATION Ov NAILING- RN 2 u� �Q{ PER ELEVATIONm ` PRELEVATION PER EEV TION If 2x4 P.T. CEILING PRE�NGINEEREO WOOD 24„ M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS ®12' D.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA16 01 EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. TRUSS (VERIFY W/ 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA16032'MOACX. TRUSS PLAN) 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 7 O SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-(7' O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) {BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 P FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12' HIGH W/ 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) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY S' MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2)USP MTW-12 U � 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DSL TOP PLATE • PROVIDE BLOCKING O• 'O USP SPTH4 OR SPTH6 BTM 12' GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d. 1 rz' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)10d's Q EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/PSc9" WEDGE ANCHOR Wl7' WASHER SET INHIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'4" O.C. MAX. EPDXY 5-12" EMBED. MIN. ®16" 00,1, 10b 1 OCi OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL dp -`' .ro ;CTIO,1 p 8 SCALE: 3/4"=1'-0" a A •USP MTW-12 U < 1 195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 '• • B - USP HTW-20 U <2045 LBS W/ (20)1Dd VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U - 3715 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 5/6" AT.R. TO PHD4A AND (10) WS3 WOOD _b SCREWS TO POST FL#17240/FL#172419 TRUSS CONNECTION L.B.W. Po3rroBLABcoNNE� 9a SCALE: 3/4"=1'-0" A&B - USP PAU44 POST BASE <U:2,265 GS,775 W/ 5/8 DIA. x 6'EXP. BOLT FL#17239 USP PAU46 POST BASE-U:2,285 G:13,815 W/ 518 DIA x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (20) 16d x 2-1/2' NAILS TO POST. FL#17324 i44i N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX- 407-774.4078 W W"bdealgngroup.com L AA #: 0003325 rtmDrv. ae LOT: SILVERADO LOT #56 BLK #6 PROJECT# 04128.002-56061 MODEL. 4ENB "1751—NEUVILLE" GARAGE awiNa: LEFT PACE: DETAILS 50 MPH EXP. PRINT 01/17/19 DATE: acALE: 1/4"= V-0" a*== S3.1B GABLE -RAID ROOF WIND DESIGN PRESSURES NET(GROSS) ASIDE 7-10 ZONE 1 e 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27,98) ZONE 3 = 33.53 PSF (43.53) W. 4'-O" 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. 618 COX EXT. PLYWOOD, WITH SO RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND SO RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE ENO FRAME USE Sol GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR, SWANK 8d RING SHANK, 21/Z' 0.120' 170,000 ING SNGS CREW SHANK (PER 2NCIH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1639 EXTERIOR SHEATHING USE 1/Z CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 80 RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUP SPECS.) SEE DETAIL. Z W Z 8 uJ Z �o 2 8d RING SHANK GUN NAILS 0 4" O.C. ., TOP & BOTTOM EDGES .. Z f U . 9 to � Y Z 0 19 Z2 w Z f7 W Y 10 mO Z w L•s sJ Y 8 W N Q _CC 8 (((N�� W Wcj Tyi < o W m R TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RmAFT�ER OR TRUSS ---_.' .—__ EN 11 ONE 1`' „ __, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 6' O.C. IN FIELD \ 8d RING SHANK GUN NAILS a 12' O.C. N FIELD or 8d x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS 0 12- 0.8.)N 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 ASTMC33. MAXIMUMAGGREGATE SIZE SKILL BE3W.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATFBt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILD N C STANDARDS: f 2017 O CODE ST NDARDS. BGR , Bth EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/C. ILEDGERS, ALL WOOD FOR BEAMS, BEAR NG WALLS, SOLE PLATES, TOP PLATES, BRACING. BLOCKING, ACI 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 84AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUB6ON-ORWID WHERE IIDICATm ON ELASTICITY :ILLS, PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLO-FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS UPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE 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, FORMWORK,SHORING, MI SRING, D 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 WTH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, eth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK, ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS 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 SLAS-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: UVE LOAD FLOOR: LIVE LOAD 40 Pet 20 pef TOP CHORD -non—ounent 10 pef BTM CHORD non<onwrtmn DEADLOAD DEAD LOAD 15 pcf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 PO W/ No GYPCRETE) 10 pef BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opaf BALCONY LIVE LOAD 60 pW STAIRS LIVE LOAD 40 pet W ND: DEAD LOAD SPEED =15D MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY IH 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 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 DRAW NGS (COW TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf. FOOTING EXCAVATIONS AND SLAB SUB GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS 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 SUB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMT PROPOSED PAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 6 N-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AO 301 AND ASTMC44 OR MEASURING, MIXING, TRANSPORTING,ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE ALLY UNRL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, 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. REOMRED CONCRETE COVERAGE OVER REBAR SMALL BE AS FOLLOWS: A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER WIT FOR 06 AND SMALLER 7 FOR AS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-VY FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS WELDED WIRE MESH. WELDED W RE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WRE 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 ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 38" #5 BAR - 30' #7 BAR - 42" PROVIDE 38' x 3W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WOOD TRUSSES: 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 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 A448, 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 "TPIN TCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI ASSA4982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOW NG COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm= 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 8EAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH AND CLADDING WHO 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 OTHERWSE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 1Or. 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 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 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR M IONS THAT EXTEND INTO PROTRUSIONS US CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL RESAR S 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 kei FOR ANGLES, PLATES, 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 kei. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BEASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPDGTKIN 9ZE TYPE SPACBG REMAPo6 - 1—FOR WTO G9EHARDENWCOIL 86G GARAGE DOOR BUCK BEE DETML SEE DETAIL SEf DETML BEE DETML MASONRY/LONG. NAIL 11Y['LONO. OMASONRYgONC. SOD, AL EKT. DOORS GSE FNROENEDCgL 8'O'C WINOOWr000RIfASTENW GARAGE DOOR BACK 6EE DETAIL 9EE DETAIL 9EE DETML BEE DETAIL tx Pf, BEE NOTES NAIL 11R'LONO. S_.ERW INTO MPSONRYiCorvc. TOM/SONRYINNC. vANDowBuaL CASE MNHD@1WCgl voo vnNwMeroow FAsrErffD METALB—To CONTACT THIS ENGINEER FOR SPACING . Pr. sEE Nore9 NNL1 VS LONG. eTAooERW INro MAeoNRYAxNc. MAsoNRrlcoNc. REQUIREMENTS EM.BwN000OR (1)118'gA "TAPOOM 18'� 11I1"EMBED. B'EIU. NON-BEAPoNO WOOD TIC° ExPrT- <'EMSED<"ENO ie QC BDG(91 PT, BEE NOTES NO VIA3lIER FA9TNFR gST.,11IZ'EDGEgST. —To— .9lAB WI WABlIFR qST., 9"EDGE DIET. Bx PT WINOOV/BUCN p.138'PAFx31A' a"OC 4END. O'Si.,I1R'• PT T09TEELCtt., SEE wl WA8t1ER 9TAGOEF£D EDDE qST. ND ee 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS 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 NGA OR THE SPACING DETAILED ABOVE 8, W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WTH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONB OR PAF TO THE SUBSTRATE. 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,8078 FAX- 407-774-4078 www.Bbde6lgngroup.00m AA N: 0003328 qS U 9: a SWODM k LOT SILVERADO LOT #56 BLK #6 PROJECT# 04128.002-56061 MODEL: n 4ENB t 1751- NEUVILLE GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. A. L AR NO 93M J DATE:R 01/17/19 SCALE: 1/4"=1'-0" °HICs N1