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HomeMy WebLinkAbout6988 Siverado Ranch Blvd99 10'072-4EAB -ARIA 99 J� ` J+a P- 9 V0Q\0 i7et-t������ HOMES 'n 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tcl: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRtTERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL ISTH EDITION (2017) ABV. ABOVE MFR MANUFAC'TI RFT A/C AIR CONDITION NG MIN. MINIMUM DATE DESCRIPTION , CD'B ISWED ARCHITECTURAL SHEET DESCRIPTION FIRE PREVENTION CODE BTH EDITION ADJ. ADJUSTABLE M.T. METALTERFSBOLD :FLORIDA NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION Al- AMP. ALTERNATE AMPERAGE MID. MOUNTED. MTL METAL OWA6 20I1 FCC UPDATE D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CIASS B •BASIC WIND SPEED - VDI1=150 MPH BD. OL CAB. CLG. CLR. CONC. CPT. C.T. D. BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B PUSHBUTTON PH PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" 010W CO'SREASSUED 04AWD FOOTW. REVISION MR M. MOMS mnm PLAN MAINTENANCE 03R8M REVISED LINTEL SIZE AT FRONT ENTRY DOOR FAX: (813) 740-9715 -EXPOSURE - B =116 MPH DBL D.G.DUAL DOUBLE GLA"LED R. RISER R. RADIADIUS PG El —ELECTRICAL PLAN •1-STORY RESIDENCE - DIM. DIM. DIAMETER DIMENSION R.A.C. RETURN FRIGERAIR TORn.c REF. REFRIGERATOR PG Pl -PLUMBING PLAN •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DISP. OF. DR_ D& DTL. D.W. EA. TILEV. EQ. DISPOSAL DEEP DOOR DOWNSPOUT DETAIL EACH EACH ELEVATION EQUAL RM. ROOM R.O. ROUGH OPENING S.C. SMOKEDETECTORPG S.H. SINGLE HUNG SITE. SHEET SHTHI. SHEATHING SHWR. SHOWER ILAR SL1 SLIDING PG M1—MECHANICAL PLAN Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL IJ CA1�,�S LIVWj *12 SO. FT. &ARAM 432 60. FT. AR NO. 12079 FT LANAI 'b6 W, FT. EXT. F.GJFX. F.G EXTERIOR FIXEDGLASS FUEL GAS SL. Cil.. SLIDING GLASS STD. STANDARD SWS SHEAR WA[d. PG WA2—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL 2238 S0. FT' FIN. ELK FLUOR- FCDR. FINISH FLOOR FLUORESCENT FRENCHDOOR SECTION TEMP. TEMPEREDCLASS THX. THICK T.O.C. TOP OF CURB PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FTG GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB PG WA5—NOT USED Tel: (407) 774-6078 GAR.MSP. G.F.L GARBAGE DISPOSAL TYE TYPICAL NO U.N.O. OTHER NOTED PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 GL, GYP. BD. CROUND-NTERRUPTER CIRCUIT INTERRFAULTUPTER GLASS GYPSUM BOARD OTHERWISE V.P. HERROOF W. W ASFIER STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS H.B. HOSE MR W/ WITH H.C. HOLLOW CORE WD. WOOD HDR. HEADER WDW. WINDOW HOT. OR ITT HEIGHT W/H WATER HEATER INS INSULATION W.I. WROUGHT IRON INT. INTERIOR EA LUM LUTwo M.C. MEDICINE CABINET DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS AND EXPLANATION INFURTHER ORDERTOO DETAILING TRIS OR ED ON THIS DRAWING SET, CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A PG S3—FRAMING PLAN PG S3.IA—DETAILS WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN - RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S3.113—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.00m AA M: 0003325 qiEu e;p T.l Z W• �D > WN g a U Q S 11p1mojmcT# vsv a:a9 LOTSILVERAD0LOT #10 BLK #7 04128.002-10072 1[OD1ItL• 4EAB 1672- ARIA" cswiswas aw>w LEFT PACE; COVER SHEET 50 MPH EXP. 11 M r&m OF FLOfiDA JUL JAAAES DA 07/10/19 s :1/4'=1'-O' SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPUANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Sth 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 (20q 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 R301212 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIORTO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. B. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMLAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD DOORS NOT LESS THAN 1 N INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATINGTHE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 Md) 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.& THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'F,-INCH GYPSUM BOARD OR EQUIVALENT. WM 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 959/oMAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-O" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND 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 TERMITK;IDES, 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' TRIM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLYWITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-Mq E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OFFRAMNGMEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL� 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 W 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 P30052. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP2903. 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 EVERIORWALL COVER RM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR F11IMES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-CIO63-11AAND R703.7. 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 SERVICES (CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB 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 BUILDERS / CONTRACTORS 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: 06/10/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdmtgngroup.com AA #: 0003325 J > 0 dl U f R 7d > o S a�"ss W 0 S summ & Lo SILVERADO LOT ##10 BLK ##7 1pytojwTo 04128.002-10072 MODZT, 4EAB "1672-ARIA" OARAOE AWING: LEFT PAGE: GENERAL NOTES 50 MPH EXP. 1 5 VA -TIC V07110119 we /4'=1'-0" a GN (2) 3052-SH _eena (2) 3052-814 -- �IIIIIIIo� olppp11111110 ioll�llL o o10 0 -- - - 11 I I = 011111a o111110 - i - � p � � - o ■ - A E , V WnBOLLARD -AS REQ - CODE - -�=■� - 'y .' GARAM o a _o,o EMYV-51 O.A- - o - - -0.1�1�1��10 Ion[ 0111 011110 0,110 10 SQ.FT. CAM'S LIV116 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 96 SQ. FT. TOTAL 2238 SQ. FT. 0WON31IMO CLAOMMOLOW BANG NND BNOYE POR>I N OW OI■i OI'9NM AWTVE BaNIE FOOTME ME i/NRINID" RBNN■ MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWIG IS 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 '-;1 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - f 0.16 BLDG. CAT.=U. EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONWAL DATE WM c TOP PLATE 9 �n BAR DETAIL A SCALE: 1/1'•I'-0• r ARCH DTL. (,,)ARCH SCALE: I/2 " V-0' FLOOR PLAN SCALE: 1/4' - V-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 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 EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 M'1) THICIG, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7745078 FAX: 407-77"078 W ww.abdimigngroup.eom AA A`: 0003325 F b h O Sit to Wp� `z_ [`. � 0 h a U Q IA W 0 BtngDIV Oc LOT. SILVERADO LOT #10 BLK #7 PROJECT* 04128.002-10072 MODEL: 4EAB "1672- ARIA" 0AIAA►GE 8Tfn40: LEFT PACE: FLOOR PLAN 50 MPH EXP. AROHnian STATEOF R JAMS J AR DA 07/10/19 BTC ,/4"=1'-0 V-18'-8' BLDG. HGT. FYPON LV12X24 OR EQUIVALENT —� Ea' 6' RAISED BAND (TYPJ 8'-a, BR's. FIC OPT.COACH LIGHT FRONT ELEVATION SCALE: 1/4 ra . I'-' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 OFF RIDGE T I�6 OFF RIDGE T 3RG. HGT. 8'-8' BRG. HGT. BRG. WT. 1' OR ENT D YPJ FIN. FLR. 0'-0" FIN. FLR OFF RIDGE VENT 6 nFAOFATOc = 1]35 SIX FT. NErFFEEVEhrnlATION AREA REQLARFD 3/300 REQUIR®VEN11unONAREA 2235 /300 = T.s 7WNAREAR5Q.IWMPERFr.U" = 1WLr SR IN mw.REQUIREOVENTIIATIOIE _ 5M NOZR INUrKRPORTIONOFATM 5364 SQ. IN. OFF RILIGEVENTILATION AREA = 1155Q IN PFRVENf 53E4 /US AIrOFVENTS IEWRED = 46543S urCFVENn PRDVIDED = 5 'ARFAOFATTIC6TNEPE tATEROFTNEHDUW.uESSTNEOVERNANG PUENOROFWALLTO EMERIOR OF WALL, NOOVEAFM MINCDIOED) ME MINI WE REAR ELEVATION SCALE: 1/4 . I'-& TEXTURED FINISH III it I 0'-0' FIN. FLR- I I 0'-0' FIN. FLR LEFT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-a, BRG. HGT.I _ -- 2'-4 a 0'-0' FIN. FLRo, 4 _—_—_—_—_—_—_—_—_------ __—_ _—_—_—_—_—_—_ RIGHT ELEVATION ` SCALE: 1/4 . F-0' TEXTURED FIN16H BFWs. HGT. o0'-0' FIN. FLR I I I I l e p I I I LOUVER DETAIL A SCALE: 1/7 • V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww .abde Qpigroup.com AA g: 0003325 Fu W 0 a 6ppFQ U LY 0 IV aas #A w f 0 axnmiv. ac LOT: SILVERADO LOT #10 BLK #7 PltoJffiCT# 04128.002-10072 1tODRU 4EAB "1672-ARIA" GA IIIAGa 81111II'xG: LEFT PAGE: ELEVATION "D" 50 MPH EXP. ARCFiiECT-. STATE OF FLOF�A UL 1 5 ?;// a aT / A2 D ELECTRICAL LEGEND SYM. DESCRIPTION $ TANDAI® BUNTCH -4 -WAY SWITCH -WAY SWITCH y� IM'IER SWITCH Hel BUTTON ISCONNECT T RM08TAT ANGLE RECEPTACLE (L--n0-AMP NJ F POLE) =0 IOv DUPLEX RECEPTACLE DUPLEX RECEPTACLE /EQUIPPED GROND FAULT NTERUPTER/TAMPER RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET RED TO SWTCH) X7ERIOR UTATERPROM"I CEPTACLE (GROUND FAULT RUPTER) QJADPLEX RECEPTACLE ® DUPLEX RECEPTACLE MOOR TED) 20V RECEPTACLE (4 IURE CTOR) L MOUNTED LIGHT ILNG MOUNTED LIGHT LIGHT OOD LIGHT L SCONCE PRE -WIRE T FAN UUTH LIGHT (I C I PER SQ FTJ am BULB LIGHT FIXTURE awn BULB LIGHT FIXTURE annnca BULB LIGHT FIXTURE • TRAac LIGHTING TTIC LIGHT WITH FULL CHAIN ER CABINET LIGHT ® 'xW I'LUORESGENT LK*9 (RECESSED) FLUORESCENT LIGHT (SURACE T) 'x4' FLUORESCENT LKaHT (RECESSED) � x O CE88 LIGHT CESS LIW4T (VAPOR PROOF) ILRKa MOUNTED LIGHT WITH J-15OX OFT. FAN CTRICAL P (FIELD VERIFY OCATION) METER (FIELD VERIFY fQ -BOX (IUa1LL MOUNTED) (CEILING MOUNTED) ILING MOUNTED FAN 0 AN (I CFM PER SCL FT.) y JACK O DETECTOR (CEILING MOUNTED) ® MONOXIDE HM•IES N JACK •-e• PeRr • LOCATION OF TV JACKS U PHONE OUTLETS i FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 5 . 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • Oil • ISLAND (NOT ON KJTCEN CIRCUIT) • D18HUA54-ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN CAPACITY OF 80 CFM INTEICIIT ENT PER TABLE M601,4 OF FBCR bTH EDITION (]01T). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERJPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2OW ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMER -RESISTANT TYPE • ALL LAMPS 9NALL 9E SELECTED BY 9SLDER AAD TSM: OF L16HTNG MUST BE ENERGY EFFICIENT TYPE PER RISC. ENERGY GGNSERVATION (RESIDENTL4L ENERaT EFFICIENCY) 29Pn. 6th EDITION R404J LEM METEF FIELD VERIF' LOC. COACH LIGHT ------ ELECTRICAL PLAN SCALE= 114' . 1'-0' ©oo�-,•-�mm ®off,-,er.-.--m,sr.�0o oo�--•moo©m EiEi��Eifi Ei>• moo�mEa o mMsmom IIIIDI E®Es©mac» Eam��os , �����E�Eil• E€7©�mo0 My— 0 PROVIDE 37/0 CI, TNW + Fb CU IN 2• CONDUIT OR 3 �4/0 AL, THUN • 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT - OVERMANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE. COM15HATION SERVICE B0 AMP DISCONNECT SWITCH AND 120/)40 VOLT GENERAL NOTES; M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF TI-E FBCR 6tH PANEL EDITION (20n)- LOCAL CODES, AND ALL LOCAL POWER COMPANY REQIIRCMENTS. B. ALL CONDUCTORS SHALL BE TYPE TI I-WMM UNLESS MCS NOTED OTMERWSE. POWER COMPA TRANDFOR•ER GRADE PROVIDE 50 AMP, R0/240 VOLT. I PHASE SECONDARY - ELECTRICAL SERVICE PR OVIDE 3 9 COPPER (CU) IN I. LIT. DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UNTH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EGLIPME NT EQUIPMENT INTERSYSTEM BOOING TERMINAL AT LOW VOLTAGE CONNECTICNS 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdmQpi roup.wm AA S: 0003325 W Fu O � J o Q� HR a lip S a DDn► ac LOT SILVERADO LOT #10 BLK #7 PROJECTop 04128.002-10072 MODZIL 4EAB "1672- ARIA" GAFtA0Z BVMCG* LEFT PAGM- ELECTRICAL PLAN 50 MPH EXP. 7 - 1 L� �37F JAUM J. 1 •4 O) SERVICE GROU.D CONNECTED TO DA 7/10' CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FaCIR.&tM EDITION 120n2 S/S" DIA X 8 FT LOW COPPER CLAD GROUND ROD11 El II � II I II I I I I � I ' I j I in T 1I � I O I I 0 III I �I � • II m I I ul II 71 p �^ I ii ---- sic--;1 � I1 II II II • p I L I ----J 11 I II II I II II it II II (L — — II Qn Ln R �n PLUMBING PLAN SCALE= L4 . V-V 2' V.TRs KITCHEN I In� 2• 1 i 1 � i 9RJC UV Au7o VENT I In•��� I 2' V.TR 7' 2 in, 2, I In TUB I C ,I 1 I gel 11,21 �-I In' LAV I I I 2• m WC 1 1 I WASHER 3' LAV. AV I 3• I SHUA2 3' CD. TO 3' g. MAIN 4' PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abde Wgroupmm AA #: 0003325 F h b 0 ZFFF > ZZWW U !QQp H 1yD� S 8vsDiv eo LOT: SILVERADO LOT #10 BLK #7 P1to"=T# 04128.002-10072 HODEI;. 4EAB 1672— ARIA" GA1tAGE 8VM90: LEFT PAGE: PLUMBING PLAN 50 MPH EXP. ARCHrrECT STATE OF FLCIR�A IUL 1 Z12O"� JAWS AR DA 07/10/19 8C /4'=1'-0" I= HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (20T) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS I AIR DUCT AS PER NFPA WA 2-31 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE UAT14 FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 614ALL HAVE AN APPROVED FIRE OR FIREAMCKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFIRMft SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PA14TECW DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER 5006TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRAIL 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LKaHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC- CONDENSER PLENUM T y AIR RETURN IU( l2J 3/167d' TAPCONS UNIT WB ROLL STRAP OR EQU OR EQUAL .—SUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES d SECURE STRAP TO UNIT W/ (2) AIR HANDLER EXTERIOR WALL 4' CITE SLAB IBXI 1/4' SHT. MTL. SCREWS N 3/4' PVC CONDENSATE DRAM LINE CONDENSER UNIT EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD t REFRIGERANT LINES TO PLATFORM RETURN CONDENSWG UNIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. C40DE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CO. PLUG SEE SPEC. fN BRASS PLUG I'-S'X8' CONC. PLIN FIN. GRADE OR EXTENSION TO OR PAVINGRWASTE AS FITTING OR EDEXTENSION TO SOIL 240-K JOSAM 56000 OR WASTE AS INSIDENICKEL BRASS TOPCAULKPTI/SPEC N 06N SEE 91MANPLANPL nFL00R SLAB CLEAN -OUT (TYPO nEXT. GROUND CLEAN -OUT (TYP ) MECHANICAL PLAN SCALE: 1/4 G P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdaaigooup.o AA N: 0003325 $ yW c 7 > ZaU 2 p� fQ $xnsDly. & IAT SILVERADO LOT #10 BLK #7 PllGJECTo 04128.002-10072 MODEL: 4EAB "1672-ARIA" GA1tAGE OVIUM: LEFT PAGE: MECHANICAL PLAN 50 MPH EXP. AMME- . STATE OF FLORDA JUL 1 5 JAMES AR DI► 07/10/19 $ /4'=l'-0 M1 2X4 TOP PLATE PRE -PAS TRUSS I/2' CLC=. BO 1,2' DRYWALL — , TOr 2X4 WOOD STUDS 024' OL SLAB 0'-0' FIN. FLR NOTE: BTUU6 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.r-O' FIBERGLASS SHINGLES FIBERGLASS E OVER =30 FELT PAPER OVER '30 FELTT PAPER OR SYNTHETIC PRODUCT, INSTALLED OR SYNTHETIC PER SECTION R9®5JJ PRODUCT, INSTALLED ON a' OU38. SHEATHING PER SECTION R%MJJ ON a' O.S.S. SHEATHING /a' CDX PLYWOOD OR;' CDX PLYWOOD GYPSIJ'U BOARD -;,-,OR;' OR IR' HIGH SECURED PER SECURED PER STRENGTH CLG. FASTENER SCHEDULE FASTENER SCHEDULE BOARD REFERENCE TI STRUCTURAL F'RE-ENG TRUSS SEE SEE ENERGY CODE FOR FoRJ R -VALUES PRE-ENG TRUSS REFERENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE �._0. PER ELEVATION 2x FASCIA PER TYp 2x FASCIA PER ELEVATIONS OH ELEVATIONS VENTED SOFFIT I R-4J INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL W2 P.T. FURRING STRIPS 24' OZ. 1/2' THICK, 2 COAT PORTLAND IQ' THICK, 2 COAT PORTLAND 8' CHIU CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY MOOD BASE - 0'-V' FIN. FLR j _ _ a . — _ 0q ® FIN. FLA. .a a W/ WINDOW OPENING TYP. WALL SECTION ti NO OPENING NOTE: PER SECTION TICS.I.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE. 3/4'.r-o' IS REQUIRED. FOR ROOF SLOPES OF 4:I2 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 row ar LM 2 GAS LINE THRU BLOCK er.Y.e, ur.rr FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSID5.IJ ON I' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 11_0. TYR O.H. _ II ♦ N�4�4114!40004!i�0000il4�4�N #; aim Qu,Lv. sr..,� COOR APPICV.Y. Ao. VurluL rwacx ,.,�, W PRODYOT APPROVAL Iit s GARAGE DOOR JAMBS D1 SCALE: 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.IJ ON J' OAB. STI FBACK AT ALL UPRrvHTB SHEATHING OR k COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG UD.TRUSS TYPH. . MTL. DRIP EDGE o PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER / STRUCTURAL DETAILS / VENTED SOFFIT SEE ENERGY CODE FORMS FORD INSULATION R-VALUES PRE-EUNG. GABLE TRUSS PER ELEVATION WEEP SCREED 5/S' GYPSUIM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED --------REFERENCE DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' OZ. 1/2'GYP. UL. BD. i— S' CmWOOD BASE b. 4 W/ WINDOW OPENING all- 0' FIN. FLR a. . B TYP. WALL SECTION NO OPENING ('6"�1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-& 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 Www.abdmlgngrouP. AA #: 0003325 IL °' > W i O 4 V LL Will � C aUIRDIV & I.OT: SILVERADO LOT #10 BLK #7 PROJ=T/ 04128.002-10072 MODEL: 4EAB "1672—ARIA" GARAGE BWDM: LEFT PAGE: DETAILS 50 MPH EXP. Dj ARCHnIECT- STALE OF FLORW� JA ES J. AR DA 07/10/19 8C . /4'=1'-O' ova= f D1 I BLK Wr (2))i'XS' A -BOLTS 4' EMBEDMENT MN AND NUT SPACED EVENLY FROM FLOOR TO R N JOINS PRIOR TO FILLW4— ® \'LSFAM= 2.4 ON—l/ FLAT TO I" W/ CNT NAILS. SIDES 2X6 GARAGE DOOR BMOC IS, Al ® VW A -BOLTS 4' EMBEDMENT MN W) 27O')di WASHER ANDHIT SPACED VE NLY F = FLOOR TO GARAGE DOOR FOR N JOINTS MI OR TO FILLNG. 1-2X6 PT BLOCK • CENTER OF IS DOOR HEADER WKU)IW' J-BOLTS 4' EMBEDMENT W/ 2*)01 I4' WASI-Wt AND NUT. ® INOTES: I IN r ALL ANCHORS, SMALL BE N ACCORDANCE TO MANFACTU E" INSTALLATION INCTR=TIONS WIEFE GARAGE DOOR 1 BUCK ATTACHMENT A1:4U. — -o 2X4= SECURE TO BLOCK W/ V TAPC0NO (MIN. SHANK SIZE J45 MIN. HEAD SIZE 900 MR EMBEDMENT I Y4') 8' cm 16' DRYWALL WITHN 8' OF EACH END 4 10' OTC. MAX SPACING. NOTE: STRUCTURAL 2X I'X4' CR I'X2' P.T. NAILER 2X6tN® MUST BE ON OUTSIDE 4 Ix4 P.T. OR V4'X4' MIN. SECURE TO BLOCK W/J-V SECURED THROUGH NON-STRUCTURAL VA' ❑ SECURE THRU FRAME t TAPCONS TAPCON MIN, I-Y1 EXTEND 144 INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK W/ N)b,' TAPCONS MIN. HEAD SIZE 300 , CMU ❑ (MIN. SHAW SIZE .145 MIN EMBEDMENT I Yl) If' DRYWALL MIN. HEAD 817E 300 WITHIN 8' OF EACH END 4 MIN. EMBEDMENT I-Yi IS' O.G. MAX SPACING. 'X4' OR P)Q' P.T. NAILER WITHIN V OF EACH END 4 2X8,030 Q 18' O.C. MAX SPACING SECURE TO BLOCK UY2-%, DOOR CASING TAPCONS (MIN. SHANK SIZE J45CDOOR #AlACH4lTX0%ORlW:o JAMB OR WINDOWMIN. HEAD 817E 300OU MRL EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. B' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +5/4 L/DLDON TO K +9 4 OR +5 4 A SCALE: N.T.S. 2X4,® SECURE TO BLOCK V V TAP GOBS OR (MIN. SHANK SIZE J45 MTN, HEAD SIZE 300 MIN. EM 15EDMENT I Y.') WITHIN W OF EACH END A 18' O.C. MAX SPACING. 2X6aw SECURE TO BLOCK W/2-Ai{A' TAPCONS(MR SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 8' CMU 18' O.C. MAX SPACING. )J' DRYWALL 2X8:® ❑ I'X4' OR I70' P.T. NAILER SECURE TO BLOCK WR-V CASING TAF'CONS MIN. SWANK SIZE J, MIN. HEAD SIZE 300 DOOR JAMB OR WRNDAU MIN. EMBEDMENT I V)—ATTACH TO 2X PER WITHIN V OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-1/2 /1 WROOV TO BLACK +1-1.7 ALE: N.T.S. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-15/18' fiVRfDOw TO BLOCK+1- e' C SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ TAPC," (MIN. SHAM, SIZE J45 MIN. HEAD SIZE -SW MIN. EMBEDMENT 1 A') WITHN V OF EACH END 4 NOTE: STRUCTURAL 2X B' Or. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/2-j(6 NON-STRUCTURAL TAF'CONS TAPCON MIN. 1)41 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. CMU WITHIN V OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. 2Xomm Elh' I'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-V CASING TAPCONS (MIN SHANK 812E .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) TTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 10. O)+. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YV) DOOR JAMB TO BLACK +2 1�4- 1(DNDOW TO BLOCK +2 1/4' i' E: KTJR. 2X4m SECURE TO BLOCK W/ VA' TAPCOM (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Yl) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IBM OjC MAX SPACING. MUST BE ON OUTSIDE t 2X& m SECURED THROUGH SECURE TO BLOCK U*.%'NON-STRUCTURAL 2)(6• TApOCI,US TAPCCN MIN. I-Yi (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • qqU MIN. EMBEDMENT IV) )j• DRTTUALL WITHIN V OF EACH END 4 OR I'X2' P.T. NAILER IS' O.G. MAX SPACING. 2XS® �.XJI' SECURE TO BLOCK W/J-%' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW WITHIN W OF EACH END A ATTACH TO 2X PER IBM O.C. MAX SpACMG, MAWFACTURES DETAILS. r:o:o—r--ww—too—A A•, DOOR JAMB TO BLACK +3' E SCALE: N.T.6I 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN HEAD SIZE 'N MIN. EMBEDMENT I V) WITHIN 8' OF EACH END A NOTE: STRUCTURAL 2X IBM O.C. MAX SPACING. MST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/J-Ai(r' NON-STRUCTURAL V TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 34M MIN. EMBEDMENT 1 Yi) 8• CMUWITHIN 6' OF EACH END t V DRYWALL IBM O.C. MAX SPACING. 2X&.mom PX4' OR I'X2J' P.T. NAILER a SECURE TO BLOCK W/J-N)(�' 2ND 2X SECURE TO TAPCONS(MK SHANK SIZE STRUCTURAL MEMBER .145 LU 2X2d WITHIN V OF EACH MIN. HEAD SIZE 300 END A 6' TO V O.C. MAX MIN. EMBEDMENT I Y4') OOR CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHR'I AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3' >< + ' F' SC E: N.T 2X4m SECURE TO BLOCK Wb'i TAPCON8-(MIh. SHANK SIZE J45 MIN. HEAD SIZE 300 MIHL EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' O.C. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL 2)(A' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Yl TAPCCNS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 , CMLI MIN. EMBEDMENT I Yi) • DRYWALL WITHIN 8' OF EACH END 4 IBM O.G. MAX SPACRJG. IBM 'X4' OR I'X2' P.T. NAILER El SECURE TO BLOCK WA-1/4' 76' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER UM• O.C. MAX SPACW- MANUFACTURES DETAILS. .w6 A•An nA,�oo m.,,...w.:oo •or oc�m r, DOOR JAMB I BLACK +3-7/18" 11DNDOII TO BLACK +3-7 8' G SCALE: N.Tb. 2X4m SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IBM O:C. MAX BPACWG. MST BE ON OUTSIDE 4 2X6s SEGUED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL �(6' TAPCONS TAPCON MIR I Yi (MN SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I )i) 8' CMU WITHIN 8' OF EACH END A 'DRYWALL IBM OZ. MAX SPACING. I'X4' OR PX2' P.T. NAILER 11 2XS� SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN, TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END A TTACH TO 2X PER 18' O.G. MAX SPACW' MANUFACTURES DETAILS. NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED )V) DOOR JAMB TO H IIIBLACK +3 3/4' NDOW TO BLACK +3 3 4' SCALE: N.T . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdH kgngroup.c AA #: 0003325 y F a b 6 ro W W W 2 L o li d 9 BUDDIV. Ac LOT: SILVERADO LOT #10 BLK #7 PLLtOJIECTfp 04128.002-10072 MODEL: 4EAB 1672— ARIA" GARAGE 811DJG: LEFT PAGE: DETAILS 50 MPH EXP. ARCHnECT IRATE OF FLCRDA JUL JAbES J. AR nA /10/19 BC . i "=l'-C a D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 1732S.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MIWINDOWS&DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS &DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 22/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 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 FL 7006.4 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 r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 Www.abde igngroup.wm AA 8: 0003325 q a � y > J W rQ � d7 >sumlEv. a LOT: SILVERADO LOT #10 BLK #7 PROJECT/ 04128.002-10072 HODRE: 4EAB "1672- ARIA" OARAOZ OWDCO: LEFT PAOE: PRODUCT APPROVAL LISTING 50 MPH EXP. ARCFRrccT BTATE OF FLORA JUL JAMES J. AR DATRE/10/19 8C 1/4"=1'-O' 8 ID 3 OLWLD +auO.Pt.A O ICaIAY !•T.S .A ® Q KICKOUT ® DETAIL e OL 1aLo awlo + ® t roLC rand . r•r. w is WOOD SHEATNIWs OR CMU Pr.A IOMAN+"•s WRB LAYER N, I GRAY. R.G 4`. a a�,wa+n.o saaAr.rlc s STUCCO WRAP (FRAME ONLY) w I0.0 Pl.G ONR+T. ' y m 1LL fR. C 1L'tlOa� llORd'l ILM$[ THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) r. L METAL LATH (FRAME ONLY) s O� O s --LAP WR8 t TAPE OVER ROOF/It1ALL SCREED JYTl1! TdR BGIart. rTMICr,!COAT C.LM&ff ? VN5' 'L' TYPE CONTINUOUS f-LMTMdft*xV'=COAT GALV. 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LONGWOOD, FL 32T50 PH: 407-774-6078 FAX: 407-774-4078 w .abdasigngroup.wm AA 5: 0003325 b h Q h A 4 C IC � Y L WoW O ' sysDiv az roT: SILVERADO LOT #10 BLK #7 PROJECT# 04128.002-10072 MODEL: 4EAB "1672—ARIA" GARAGE SwnNO: LEFT 1PAGE WALL ASSEMBLY DETAILS 50 MPH EXP. UP ARCHrrECT- STATE OF FiOFiIDA UL JAMM J. AR 0 m% /10/19 SC 1 4+=1'-0" 8 WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - - • - • - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-OS, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH IS' SELF ADHESIVE OVER TOP + SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESP FLA814NG (NSTA PER MANUF. SPE BUILDING PAPEF UNDER 'CLACK FI A VENT PENETRATION h SC -ALE, RTS. ELEC. METEI VERIFY LC STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION WOOD 914EAT14NG UIRB LAYER -1, STUCCO WRAP AIRS LAYER -2, FORTFIBER BUILDING. PAPER METAL LATH FASTEN TO LLOM 6TRJCIURAL MEMGER • T' O.C. MAX V To h' to_-uw J WEEP SQ V UWDE 67RP SELF ADHESIVE FLASHING, C Y_4N MASONRY BEPOM APPLYM V FIIBN . MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCKi S' WR5 LAYER 01, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION GUT 'A, INTO WRB LAYER �, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER I STEP #1 APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION CUT SUCH THA NO T'IEIMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO F4 AND ONE (I) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAC OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP �- WRB LAYER '2, FORTIFIBER BUILDING PAPER STEP *3 STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL I,..,..•.: SECTION) — METAL LATH STEP *5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-T74-4078 w .abdaaWAV*upxom AA 8: 0003325 V R � Q �Wm � y j 14 FPRO ILVERADO LOT #10 BLK #7 JECT# 04128.002-10072 MODEL• 4EAB "1672- ARIA" GARAGE 81I7JO: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — - — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — Z k CORNER BEAD (FASTENER t SPACING m �' O.C.) C \ N CMu THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesWngro up.com AA #: 0003325 b y W h W � E y Q W sysniv ae zoT: SILVERADO LOT #10 BLK #7 PROJECT/t 04128.002-10072 moaE>u 4EAB "1672- ARIA" GARAGE SVfMC- LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. Bj ARCHITECT- STATE CF F1CA JUL 1 5 JAACS J. AR 120 DA /10/19 SC 1/4'=1'-0" s A �� TRJCT1—�� IIIODD SIEATHM YEATFER RESISTIV BARREN 9 WEATHESAMIRERR RIMSTW !fix T y' LAI" SR:/ w MNCa�RIM S' SEiffl--AEDA1NE10I R.ASWM WEATNER RESISTIVE DARISER 9STARTER STRIP WEATFER RESISTVE 6ARRER 90' SELF-ADIERMG/ FLASNNGGALV'D FETAL GALVD FETAL 'Z' R ASHNG Z FLASNNb YIOGV TRIM t- Ept ` ' YIDCD TRM!� R I \ 1 SEAL FiOP WICAY.KNG CR ATR:VED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 25 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — • — • — 5UILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING 5ELF-ADHE5IVE FLASHING — — — — 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-T74-4078 www.abditWtgroup.com AA #: 0003325 i y Ll tu 0 S� L 0 h � � o N aysDiv. all LOT SILVERADO LOT #10 BLK #7 PROiECT/t 04128.002-10072 bWDEr1 4EAB "1672-ARIA" GARAGE SYM90: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. UP STATE OF FLOFraDA JUL I JAAES J. C AR DRAM 7/10/19 SC1/4"=1'-0" a WA4 TEXTURED FNISH • MOOD, /—--- -------------------------t--------- ' IA' TEXTURED FINISH � Q'IIl - - ! 2x6 SUB-BANb 117 W/I'x4' NOTCH a era LATH — END, WRAPPED IN j N PEEL 4 STICK METAL FASCIA WRAP UJOOD SNEATWNG !Iopt I,-DRIP EDGE !P I UJRB STUCCO weRAP(PRAME ONLY) I I\\ = UIRB LAYER 4, FORTIFIBER L---- - -- -------- i I BUILDING PAPER All /8' TEXTURED I \ (FllAT E ONLY) FINISH s WOOD I \\ 2X6 Sue BAND I I V/ 1/2' TEXTURED I \ ROOFW. CEMENT \ ; I FINISH a CMU i \ \ \ DRIP EDGE \ V METAL FASCIA \ METAL KICK OUT ` ©PLAN \\� i STUCCO, WRAP IF'RFR M \ \ \---------------- �' ; WOOD WALL \ t— "EXTERIOR WALL \ / (FRAME OR CMU) `\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED �` \\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) �118' TEXTURED FINISH B jWOOD, 1/2' TEXTURED FINISH o CMU / 2.6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF - WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENCs'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.G. MAX. 2x SUB -BAND WN4'x4' NOTCH o END METAL FASCIA WRAP ®I L AN A DRIP EDGE EXTERIOR WALL -._F:::(FRAME OR CMU) SUB BAND DETAIL C@ WALL I x x x x x x x x x x x. x x x x x x x x x x x x x x x x x x x x x x x x x x x x f< x x X x x - SUB BAND DETAIL (& WALL W/KICK- OUT 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. & ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM"x4' NOTCH 40 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774.4078 W W W Abdestgngroupxom AA 8: 0003325 h Lu 0 3 ml avHDly tic LOT: SILVERADO LOT #10 BLK #7 Pnoiz=# 04128.002-10072 iconau 4EAB "1672-ARIA" GARAGE SV WG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. 50 JUL 1 5 A • RR7EV EXTEND IF rSLAB 1 10 I FM-12X12 3 — FM-12X18 1. 1 4" CONC. 1. 'I SLAB NI N o LLI io a0 a *312 LLI ro F-24X24 2'-8" 9'-6• I 0 FM-12X18 1 I 11 I I •I I o I I� TOP OF 1"PVC CHASE SLAB I 9 N FOR ELEC. ISLAND +II LL I I I LLI I Y I I � - I4"PVC"'' EXTEND CHASE \ /j'� SLAB 1 1/2" L_---_fL—TE-1 ----- I 5 12 I N 4" CONIC SLAB O 5 I Z cU FD 0'-0' 21 1. 4• I O a TOP OF 17.6" 2'-8" 18'-0" a °P SLAB I Im I6 ILL W Iw I O EXTEND ,1 2 rn SLAB 1 1/7 ,. FM-,2X78 •�� I (� 4"CONC Ij Lil 6" 3,�. 6• IN �� In SLAB I ' (y A-312 ILL Y 7 1/2 FMC-12X18 FMC-12XI8 FM•12X18 •1 FM_12X18 J L — — — — — — — — — — F N & 12 X 12 4 4 t. 1. FOUNDATION PLAN SCALE: 1/4' = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 10 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 WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MNDICATED #5 BAR, BNDICATES #B BAR, NDICATES #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= 3(r, #6 =38'), 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE'M" OR-S" MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. I& WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3' OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WVWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6Lh EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6- Wi.4-1 4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3T LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-11118 iT CONTINUOUS 19, - (2)#6s FMC-12x18 17' CONTINUOUS 194 - (2)#5's VARIES F-2424 24" 24" 12" (21 #5's (2) #5's -)d"d' FMAZ112 17, CONTINUOUS 12" TE-1 8" SEE PLAN 8" - (1) #Ss _ d-0" at 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdasigngloup.com AA #: 0003325 q • d .Mq 0 5 > uj m r- 2 d1 1_ 0 >Q > g gxnmly ae LOT: SILVERADO LOT #10 BLK #7 Pnon=T# 0412 .002- 0072 ),toad: 4EAB 1672- ARIA" GARAGE SWUM: LEFT PAGE: FOUNDATION PLAN 50 MPH EXP. ARCHrrECT STATE OF FLORA 5 Eli i JAAM J. m 070- Dw /10/19 8C 1/4'=1'-0 1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING INGROUTED i I• STEEL REINFORCING IN GROUTED CELL FOR SIZE AND SEE PLAN d d CELL SEE PLAN FOR SIZE AND ° Y SPACING REQUIREMENTS 'I. SPACING REQUIREMENTS Y- GARAGE DOOR Q W m U W ° iq RECESS Q ° ¢q] N - Z 8"CMU WALL O 8" CMU WALL > . CORNER BARS, SAME SIZE AS BAR I W O 6 _2 -oy m ? + - '0' �.°I IN FOUNDATION WITH 30' LEG EACH W U TOP OF SLAB $ WAY AT ALL CHANGES IN DIRECTIONS I ... � • � SO THAT THE STEEL REINF. ISCONTINUOUS y y TOP SLAB OF -«--r--� , oI MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB W/U2" e SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) #3 18" EXTPO4"CHAMFER - VARIES SEE SLAB SCHEDULE TOP OF GARAGE (1STORY). UAND i I °I °: ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE � •p. MASONRY UNITS SET AT ELEV: ISOLATION JOINT (WHERE • • 6"CHAMFER (2STORY) #4 24" W/ 6"CHAMFER (2STORY)APPLICABLE) 2 SEE SCHEDULE #5 30„ JOINT(EE SCHEDULE FOR WAD, BAR SIZE APPLICABLE) Z OR WAD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY #7 42' BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=r-o 2 SCALE:3/4"=V-a' @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-fY' SCALE: 3/4"=1'-0" W ch, W 2" CAPPED 0 0- NEW REINF. BAR GALVANIZED PIPE W/FUANGE Q BASE O a. SECURED W/2-PART R g I EPDXY. MIN- EMBED Q 8", UNO 0 2 p FOLLOW ALL MANF. SPECIFICATIONS FOR co I = m USE AND SECURE FLANGE TO v PREPARATION OF SLAB W/(4) 1/4" X 2 1 W Z HOLE. TAPCONS W 7 4•' CHAMFER (1STORY) 6" CHAMFER (2-STORY) BOLLARD ADDING BAR TO sDALE.34,.='� 6 MONOLITHIC FOUNDATION SCALE: 3l4"=1'-D" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z ¢a s> �w m W U_ a a p N 8" CMU WALL p •, POURED LINTEL CONT. (TYR) 8"CMU FILLEO CELL(iYP.) TOP OF SLAB-. 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. USP 72505D BOLTS 5" Z Z - ♦'° MINIMUM EMBEDMENT INTO _ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH „ - --- FOUNDATION AND SLAB SEE SCHEDULE / FOR WAD, BAR SIZE ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO FOOTING AND COL. PAD BLOCK WALL CONNECTION 10 scALE: 3 a' =1'-a 11 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.abdesigngroup.mm AA #: 0003325 a W � WWW o 4 MV et as OUNDIV. & LAT: SILVERADO LOT #10 BLK #7 PROJECT# 04128.002-1 072 1[ODEL• 4EAB 1672— ARIA" GARAGE SWINO: LEFT PAGE: DETAILS 50 MPH EXP. 15 D 07/10/19 a�: 1 /4"=1'-01 /4'=r-0" S1.1A DOWEL PLAN SCALE: t/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abde W%group.wm L AA M: 0003325 ay of Z • W � aa W L n r U gg � SL =lv. a L/OTI SILVERADO LOT #10 BLK #7 PROJECT/ 04128.002-10072 MODEL. 4EAB "1672- ARIA" GAVAOE STUNG: LEFT PAGE: DOWEL PLAN 50 MPH EXP. AMMECT &iA7E OF RCRDA JUL 1 5 JAMM J. m mY2079 DAV 07/10/19 SC E:, /4'=1'-0 SH S!r 'S 1. 2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/70"HOOK GROUTED BONG BEAM VARIES PER ELEV. Z N :I is BARS E 8" ILE CLEAN OUT REQUIRED FOR INSPECTION p Q m o I4 0'-0' FIN. FLR. .d .'•a TIE ERTICAL REBAR TO HORIZONTAL a o . _ REBAR W/ 10" HOOT( BAR SIZE 148 BAR DIAfi Z ul " > C4 " 24 O #5 3d' CMU UNIT DIMENSIONS ARE NOMINAL SIZES O 42' MASONRY SYMBOLS HOR IZONTAUVERTICAL 3 �C SCALE: 314"=r_a' %� REINFORCING ' SCALE: 3/4"=1'-0'• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 w .abdesipVoup.com AA #: 0003325 C y > E ' W o U > iY 9USDIV. & LOT SILVERADO LOT ##10 BLK ##7 PROJECT/ 04128.002-10072 HODEL- 4EAB 1672— ARIA" GARAGE 9VnKG: LEFT PAGE: DETAILS 50 MPH EXP. JUL 1 5 JAMES J. C L AR 079 i 1.2A FRAMING NOTES: i. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, A 77" x 2 7/8" LONG, VW#TH 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 0THERWISE. HEADER SCHEDULE MARK DESCRRIIPTION REMARK 0 12)2X8 BEAM SCHEDULE gRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL/ T OA =TOP OF ARCH IT.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHCLIT MARK DESCRIPTION (psI) WxH, REINFORCEMENT STIRRUPS REMARKS 13TM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LNTEL IN SAFE LOAD - POUNDS PER LINEAR TYPE M NR® NF13m W%w *zm mooa! fw LENGTH 7S On PRECAST ZMI 4'� M PRECAST IBIS Y4' (Sr) PRECAST 11WB er (64-) PRECAST 1217 9-1r (709 RECAST 1082 Is (787 PRECAST we Tr (90') RECAST 743 Pr (112) PRECAST 054 W4' (Un PRECAST 475 11'r (13d7 RECAST 382 174' (144') PRECAST 337 ta'r (/80') RECAST 216 u'4' p607 PRECAST 279 W-W (17W) PIESIIF6M AIR18r (1847 PR� EBTRMR Tr-r (20C) REBTAEAED AIR tIr mn FRESIAE86® Nit 21'r Mn PRE61� NR Mr (294) PREU EA. SSM N 24'4' (�ee9 PRE61� "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR S 8" PRECAST & PRESTRESSED U-LINTELS FOOT SAFE LOAD PLF ff 0m�0�0 00®0�0� v000©vim 00®OODm m�ovovo OO��OOm 0000000 000�� m��voov �0�0000 OmM=MIE=M 00�0000 00000 000000v oo©©oov 0000000 moo0oo0 ©0000�0 0��0�D0 0D0m000 ODD©©00 D�D��mO 0000000 ®000E7�m OZZOOLMEZ30 E>•000�©0 000000® 0000000 NR 128 1 m 1 4N4 M 44 I ma (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALLU TAKEN FF40M'8 M LAIRD TAKEr BYCASTCRETE M AY2018 EDITION -ALL PRECAST PRODUCTS ARETO BEINSTALLED P RMNIFACRIRES SPECHCA TYPE 3'4r On PRECAST lowl I= I I= 4.4' On PRECAST 785 7'63 1309 44" 04-) PRECAST = 591 1073 &4' (64') PRECAST 411 411 746 T--tT (7r) PRECAST 340 339 616 B4• (7r) PRECAST 807 721 490 7'$ (9r) PRECAST 424 534 383 Ir (11r) PRECAST 326 612 230 W4' (12n PRECAST 204 401 169 11'4' (13r) Fr>ECABr 230 452 154 17-7 (144') PRECAST 244 4M 137 I" (187 PRECAST 217 324 110 10-r (10n PRECAST 205 223 101) 11" (17r) PREBTMM NA 294 91 1" (18111 PR MEM NR 250 83 17-C OW PRE N.R. 194 64 far Mn PREff7RESSED NA 1 148 52 21'r CM9'1 PRESTREINED NA. 125 42 27-W 04') PREURESOM N.R. 116 40 24'4' (ter) PREEN MR 01 as SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LNTELS *Mr-01111101111 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE I wwT I WIS"T I EM.ti aPJN-0TI F74T 1 Rift m �E�■�00�0 oo©oomo O�D�DOm NIEMEN 0 - oo�Q�aoo Q�Q' E!"■ oo����QII MEM9 ME32 0Q�1Q4Q�Q_�@�: ©Rk= M K— _ oErErEr_ ""KURZ=Q1E=w saEr_ Q+ ._� D O�ElQ",C7�Cl�Q� E!_1E,Z^C3!m=_ m=_ DEL El!1Q'@!1Q!Ql (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PF10DU=BY OTHM TO MMrORE»D VALUES STAT®ABOVE - PROVM MPMM4.OF BEARNB PAST EACH SW OF WINDOW OPBMO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.OP. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE#: 1"126.03 1 1 1 0 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T------i L_—___-I 1 �♦ 1 ♦♦ 1 1 ♦♦ 1 ♦♦ ♦♦ TIOMA OMA 1 ♦ 1vws UNO, PROVIDE 881 MERE ROOF TRUSSES BEAR, TOP OF WALL EL. V-8", UNO. 1 1 ♦ ♦♦ 1 1 1 1 1 ♦♦ ♦♦ 1 0 1 1 ♦♦ ♦♦ 1 1 1 1 1 1 ♦ ♦♦♦ 1 1 8F28-1T/0ANOB 1 8F8- 8F16-1T/OMNB ♦ 1 1 1T/OM/OB ♦ 1 1 ------------------ ----- ----- r—ol Z-----a------�L----------i LIFT BEAM PLAN SCALE: 1/4" = V-r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774 78 FAX:407-774.4078 W Abde [Ipigroupxom AA S: 0003325 h 6 o U a�as� IP OEM a LOT:SILVERADO LOT #10 BLK #7 MO"=T# 04128.002-10072 moaaL 4EAB "1672-ARIA" GARAGE 99WHWG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 50 MPH EXP. 911 ARCHITECT: STATE OF FLORIDA JUL 1 5 IN JAWS J. AR 12079 DATSW 07/1O/19 aC :1/4"=1'-0 a #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOT( 4 39' TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"x8" -19, 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE pS BAR IN LINTEL. \" 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �\ PLACE STEEL HEIGHT. pF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)A56AR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST ik5 �v / TWO COURSES ARE BOND BEAMS WITH A A5 BAR IN EACH COURSE. TYP. 8N10' �p FlP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL •• / / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1,55 / TOP OF THE LINTEL. / A o\ ��Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. 8 8xi6 DEL BOND 70P OF pEL BEAM W/(i)NS BAR BOND BEAM 0 EACH COURSE 8x8 BOND BEAM TOP OF BOND BEAM F =FILLED W/GROUT .\\\O U =UNFILLED GROUT SOLID FROMTOP f1\� NOMINAL LINTEL TO TOP OF BONDOF OPENING W DTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE � SEE NOTE 5 �OQ�\ W/(1)a5 BARJETE A ow\ a 16-1T/1 M/ B 8x8 PRE -CAST CONCR NOMINAL-'' LENGTH OFB R=WIMASONRY $. Q� HEIGHT N OF M5'S, TOP OPENING-7 BOND BEAM COURSE OR BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT 1t OF*5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE:34"=i'-0 THAT XFXX-1T/1 M10B INDICATES A DOUBLE BONG BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LAND XFXX - 1T/OMlOB INDICATES ASING E BOND BEAM TO PLAN FOR LOCATITOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2xe (MIN 2 X 3) 2-3/16 TAPCON PRE.3 110 CAST.4 N OR DRIVE PIN (MIN SHANK WINDOW WINDOWT MIN HEAD SIZE.300 EF SILL MIN EMBEDMENT 11/4")8' - SLOPE FROM EACH END AND 19' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 3/4"=l'-U" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdealgngroup.mm L AA#: 0003325 , Z W p� i U h avnaiv. a< LOT: SILVERADO LOT #10 BLK #7 PROJECT# 04128.002-10072 MOaar.: 4EAB "1672-ARIA" OARAOE STIWO: LEFT PAGE: DETAILS 50 MPH EXP. JUL 1 5 =1' 2. IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA 16 W/ (9) 1 Od x 11,7 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 110 HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 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 MATCH CONNECTOR FINISH. 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 MALL 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 PSS36, .177" ` x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'4r 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX:407-774-4078 Www.abditWngmup.o AA 8: 0003325 N iO Z •W V Z ` y ,Wso N O o M C u mulwiv. a LOT SILVERADO LOT #10 BLK #7 1pvtO"=T# 04128.002-10072 MODEL: 4EAB "1672—ARIA" GARAOE 9TfWG: LEFT PAGE FRAMING PLAN 50 MPH EXP. ARCFNrEOT BTATE OF FLORDA i 1L 1 5 2Q►1' JAMES J. AR Dw T 07/14/19 SCA 4"=1-0 almalm, 11 'S 3 PLYWOOD SHEATHING, SEE 175U LIFSP # WM 0 W/1 10d TO "ROOF/WALL/FLOOR TRUSS A D (4)114 x 2 1/4" ANDO SHEATHING TAPCONTRUSS ON TO CON! FASTENER SCHEDULE' POURED POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 IQ" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 112" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK ALL W110 10d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM 1 x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/(3) 16d GALV. COMMON NAILS. ENGINEERED WOOD tx2 SECURED WN 10d TRUSSES Q Zr O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS IT O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LSS, L710LBS (1 STRAP) 8 ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) 1a 1b TYPICAL TRUSS/ GIRDER CONNECT0R(S) SCALE:34'=1-a' OUTER 113 OF SPAN ONLY NOTCH DEPTH 114-D O HOLE EDGE >5/8" HOLE DIAMETER 2/5'D SGL. STUD BTM. — PLATE STUD NOTCHING AND BORING LIMITS EDGE>59' HOLE DIAMETER < 3/5-0 OBL. STUD TAP CONS MIN. T COVER 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE. 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3) 12d Q EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING SEAMS) 0•-0- TO 30'-0" (1)"X' BRACE 30'-1- TO 60'-0 (3) "X• BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO SLK W/ 12" DIA 6•-0" MAX (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/T SEE PLAN FROM CENTER TO END, WASHER SET IN HK#i FOR LOCATION 2. WOOD FASCIA STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX 1.4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 26 BTM. CHORD STIFFBACK (AS PER P.T. PLATE W/12d58" O.C. MAX >� BRACING, SEE PLAN FOR LOCATION TRUSS ENG) CONT, 2X4 SECURED W/ :D U a MAY NOT BE (2) 10d's @ EACH TRUSS -N Ir p- H REQUIRED TO BE INSTALLED 10•-0•' O.C. MAX BTM. CHORD OF WOOD ROOF TRUSSES 1.4 BTM. CHORD —END WALL OR OTHER BRACING "'O/C END TYPE CONDITION, IF MAX., SECURED W% DEPICTED SEE PLAN (2) lod COMMON NAILS AT EACH CHORD BTM. CHORD BRACING INTERSECTION TYP. (� SCALE: 3/4•'=14" SEE SCHEDULE FOR BOND BEAM REQ. LOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO NAND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT AND 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 F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.wm AA #: 0003325 h Z p� O • aS > QL Y r J n Y- 9 LBtTHDIV. dt IAT. SILVERADO LOT #10 BLK #7 PROJECT/ 04128.002-10072 MODEL• 4EAB "1672- ARIA" GARAGE 8TlM0: LEFT PAGE: DETAILS 50 MPH EXP. al 15 JAME8 J. L AR 12M _ rlmi PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-U' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX D FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2.'DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6'MIN. EMBED. AT 32" OC MAX SECURE GABLE T02x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT_ 2x4 SECURED W/ (2)10d's g2 EACH TRUSS TO BE INSTALLED 010-0.O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesiglgmupxom AA 0: 0003325 ra Z o y L N 4 lu A 0 Q =13 BUDDIV. a LOT. SILVERADO LOT #10 BLK #7 PROJECT# 04128.002-10072 HODEL: 4EAB "1672- ARIA" GARAGE BVIIIJG: LEFT PAGE: DETAILS 50 MPH EXP. UP =1:1 JUL 1 5 (2) 2X4 No.2 SYP DWG 2xe OUTLOOKER � 24" O.C. yl 11 BRACE Wl (3)12d C EA SECURED W/ USP RT16A VTT SPACING (1) AT EACH END ICI TRUSS BRACE TO VTT AND 6'-O" O.C. M AX. 11 COVER 5 TRUSSES) 5 TRUSSES) 2x SUB -BAND 0'-0" 70 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) X' BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACKA7ALL Il�llllll FROM CENTER TO END. OVER 4'-10" HIGH � IIIINUPRIGHTS 111 (AS PER TRUSS ENG) Illl I1111 \ PLYWOOD SHEATHING, SEE \ ° "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR 'I `- DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER c SEE ARCHITECTURAL TRUSS MFG. SIDE VIEW GALV. COMMON( NAILS TRUSSES @ 24W"�O/C, 7x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE %� GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED i SCALE: 3/4'"=t'-0" W/HIP RETURN 2 VALLEY TRUSS CONNECTION 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngloup.c AA 5: 0003325 , 1 9 o lggi � s Q0- n O¢C sulwiv. aLoT. SILVERADO LOT #10 BLK #7 IPItOJICCT# 04128.002-10072 MODEL: 4EAB 1672- ARIA" GARAGE SWOM: LEFT PAGE: DETAILS 50 MPH EXP. ARCHnr:cT: STATE OF FLORDA lip .1C GAaLE-Ero ��` x A HF ROOF ROOF WIND DIGN PRESSURES ET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"=4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT -- 0.18 ROOF DUWN4AGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16- O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WTH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAIWI LS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILESTR. SHANK 8d RING SWANK 2 12' 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 12' 0.1201 PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA)ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S. O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4"O.C. .. TOP & BOTTOM EDGES z9 z Q U N O . O z U) 2 7 . : (0 Y rn . 2 m- 0 ZN W Z s � W Z jU fN 0 O < Y N Q W w � It W L)W U r U of O aLu m W IL TOP CORD BLOCKINGAT V O.C. MAX. IN FIRST FRAMING SPACES AT EACH END. RAFTEROR�USS NO .Mr.02 1, ��m� ` \ll ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS @ 6" O.C. IN FIELD'` 81 RING SWANK GUN NAILS @ IT O.C. IN FIELD or 8d x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS @ IT O(,�IN FIELD J\ FYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL ODWORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3M. STRUCTURAL DRAWINGS SWILL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCREfEDOOSEDTO EARTH ORNEATHBR WOm� ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NONBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6th EDITION ALLEXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC,, SHALL BE SOUTHERN PINE NO.2 OR BETTER Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE IINDERALL SLABSONC4 0M V#ERE INDICATED ON ELASTICITY = 1,400.GOO PSI, ALL WOOD IN CONTACT NTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIU M ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICALAND FORMWORK CORROBORATE TETRAHEDRAL (DOT). MOD FOR STRUCTURAL USE THAT SWILL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SWILL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. WAILS, SPIKE, BOLTS USED EXCEPT MERE A DIFFERENT DETAIL IS SHOWN AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORWWDRK. CONTAINS MORE THAN Y.' OF HEARTWOOD ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT anconcurreM EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 61h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHTECT PRIOR TO PROCEEDING NTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTERTHE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDW WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE: ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OW4S. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI WOW TTW.�S: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACHWAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE NTH THE WATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. BY DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DEEM LOADS; W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP D RANNGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "TPIAVTCA BCSI 1" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF' LIVE LOAD FLOORLIVE LOAD 40 psf REVIEW WOOD TRUSSES. 20 psf TOP CHORD nonconcunerd P 10 sf BTM CHORD TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" IS 'n R NREINFORCINGBAR CONTINUOUSLY LAPPE AT SPLICES AND AROUND CORNERS DOWEL #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEADLOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTHANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD (7 paf w/ ASPHALT SHINGLES) (10 PST w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 PST BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WND UPLIFT: IOW MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf ROOF& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING WIND DEAD LOAD SPEED =188 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY o) U S D INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WTHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3OpSf, BALCONIES (EXTERIOR) 00 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFlEDTO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM' 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MMONW. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OFTHE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW; "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACIUTATE THE SHOP DRAWNGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIESL AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE SEEN BASED ONASCE 7,10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHOTECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-80, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWNGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWSE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS 70 TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAVS, UNLLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "LISP STRUCTURAL DOCUMENTS WLL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPEOFICHLLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION SITE PREPARATION' TYPE 'M" OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pSf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT TIME 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 SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TBIRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT D(CEED 5' 4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COWLY WTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASRIRING, MANG, TRANSPORTING, ETC CONCRETE TICKEFS UHALL B=TIMES7AMPED WHEN CONCRETE M BATCHED. THE MAY MUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE RACED. IT SHALL BETHE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLYSTOSED TO EARFH ¢OWN DATKI" a FOR CONCRETE EXPOSED TO FNRHAHOIOR WEATH ER 1-12 FOR AND SMALLER Y FOR G AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3/4-FOR SLABS, WALLS AND JOISTS 1AW FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.RO STRUCTURAL STEEL; THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFlCATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILD NGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND V"HAPES. STRUCTURAL TUBI NG SHALL BE ASTM A500, GRADE S, Fy = 46 kSi. STRUCTURAL PIPE SHALL BE ASTM63, GRADE B, TYPE E OR S, Py = 35 W. TUBE AND PIPE COLUMNS SHALL 8E CONCRETEFILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THE-N Ulr METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPDGTICN 61]F SMPNG REMAiM.9 FPPt1UTON SIB ttPE SRWaNG REMALC4 tIQ PTft1RRW0 TO M/30HRY/CgiC GSEINfAEN®COIL NAt,t?LCPL. B OF GAUGEDOOR 91at M49JKtYlOONC SEE DETAL SEE DETAL SEE DETAL SEE GETNL SGD EXT. DCOR9 CASE MNiOB1ED COIL POC WINGDNbPDCRI-ENED --E--SUa( SEE DETAL SEE DETNL SEE DETAL SEE DETAL PTTL,SEENOTEB S_.. INTONasONRY/ANC. A wwoow000w Pnsrea® CONTACT THIS ENGINEER FOR SPACING +rw®NGO. sTn R D NroNse�lmrKaNc "�" %m_ REQUIREMENTS LICK 3z �� E. RNo\W9� -PSI ,PAC ;7 ®GE0�16T. wn9WER zTbC wwmwa,� �•„u z, Bad sTs, PTT 01w,wAsie+� oce NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR NTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND N MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32751 PH: 407-7746078 FAX:407-774-4078 www.abdes4ftroup.com AA #: 0003325 J W N Z > 0 ZZ O 1 • O � A J W h M1 aas 19PJMT# V do MAT. ILVERADO LOT #10 BLK #7 04128.002-10072 MODZU- 4EAB "1672- ARIA" GARAGM aV►ING: LEFT PAGM: DETAILS 50 MPH EXP. 51 S; . CANTNIEi.L NG =* i rD 07/10/19 91CAXX: 1//4"=1'-0" l 5k�ua yam( •� t� 1% � 1 2 38 s� �� cS� �c 2- 0 19 PzsJam-�Idecf