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Home My WebLink About7081 Silverado Ranch Blvd99 1672-4EAB-A 99�� j WITH pF'tEVp1LING ALL WORK S""LL GO ' t4 FLORtDABU1LDING CODE, CODES CO RHtLLS NATtO HE CITY OF ZSV AND OROMPNOF-S ONE HOMES �� + M �2 �. w_ _ 12602 TELECOM E)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 6TH EDITION (2017) ABV. ABOVE MFR MANUFACTURER A/C AIRCONDITIONNG MIN. MINIMUM DATE DESCR�TION 0094 CDXS ISWED ARCHITECTURAL SHEET DESCRIPTION FIRE PREVENTION CODE 6TH EDITION ADT.J. ADJUSTABLE M.T.METAL THRESHOLD :FLORIDA NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION AL AMP. ALTERNAIE AMPERAGE MTD. MOUNTED MTL METAL OMW 2011 FBC UPDATE �/ D.R. HORTON HOMES *ALL LOCAL AND STATE CODES B CO.L BOARD CENTERLINE N.T.S. NOT TO SCALE G.C. ON CENTER PG Cl—COVER SHEET Ou7W CD'S RE-ISWED 04f" FOOTING REVISION PER M. 80JEs 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 -OCCUPANCY - RESIDENTIAL, GROUP R3 *CONSTRUCTION TYPE - vB :MIN. INFERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH CAB. CLG. CI.R CONC. CPT. C.T. D. CABINET CEILING CLEAR CONCRETE CARPET CERAMICTICE DRYER PL PROPERTY LINE P.B. PUSHBUTTON PLL PHONE PLT. PLATE PLYWD. PLYWOOD Pft. PAIR P.T. PRESSURE TREATED PG PG PG GN—GENERAL NOTES Al -FLOOR PLAN A2D—ELEVATION "D" CMAS FLAN MAINTENANCE 03/Mft REVISED LINTEL SIZE AT FRONT ENTRY DOOR FAX: (813) 740-9715 •EXPOSURE - B�=116 MPH DBL D.G. DOUBLE DUAL GLAZED R. RISER R. RADIUS PG El —ELECTRICAL PLAN •I -STORY RESIDENCE - DNA. DIM. DIAMETER DIMENSION R.A.G. RETURN AIR GRILL REF. REFRIGERATOR PG Pl—PLUMBING PLAN •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DISP. OP. DR D.S. D.W.ASIUR DTL E". ELEV. EQ. EXH. DISPOSAL DEEP DOOR DOWNSPOUT DETAIL EACH EACH ELEVATION EQUAL EXHAUST RM. RGGM R.O. ROUGH OPENING S.C. SOLINCOREEXTDR S.D. SMOKEDETECTOR SAL SINGLE HUNG SLIT SHEET SOW SHOWER G SHWR. SHOWER SL SIDING 3L SLIDING PG PG PG PG PG Ml—MECHANICAL PLAN DI -DETAILS D2—DETAILS D3—PRODUCT APPROVAL WAl—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA SQ CAI,C ,S LIVM Ib'12 SQ FT. aARAr,I¢ 432 sa. FT. AR No. 93723 ENTRY 38 SO. FT. LANAI 96 FT• EXT. F.GJF'X. F.G EXTERIOR FIXED GLASS FUEL GAS SL. OL SLIDING GLASS STD. STANDARD SWS SHEAR WALL PG WA2—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 basa TOTAL ZZ3S SG1 FT FN. FLR FLUOR. FKOR PTO GA. FINISHLOOR FLOOR FLUORESCENT' FRENCHDOOR FOOTING GAUGE SECTION MPER TEMP. THICK DG SS TER. THICK T.O.C. TOP DECORS T.O.P. TOP OF PLATE T.G.S. TOP OF B PG PG PG WA3—WALL ASSEMBLY DETAILS WA4—WALL ASSEMBLY DETAILS WA5—NOT USED Tel: (407) 774-6078 GAR. DISP. OFT. GARBAGE, DISPOSAL GROUND FAULT YPICAL TYP. TYPICAL U.N.O. UNLESS NOTEU PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 GL. GYP. BD. CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE V.P. VAPORPROOF W. A OR STRUCTURAL SHEET DESCRIPTION PG PG PG PG Sl—FOUNDATION PLAN S1.lA—DETAILS S1. - 0 PLAN WEL S1.2A—DETAILS H.B. HOSEBIB W/ WITH H.G. HOLLOW CORE WD WOOD DOW HOT. OR ITT HELGnHT ER W/H WATER TENTER INS UL INSULATION W.I. WROUGHT IRON INT, INTERIOR UM. LUMINOUS M.C. MEDICINE CABINET DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUIIES ALL LIABILM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR �NEED EXPLANATION INFORD�ERTOTO BUILD TTIRS PROTECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A PG PG PG PG S2—LIFT BEAM PLAN AND NOTES S2.1A—DETAILS S3—FRAMING PLAN S3.lA—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. Al DE3SIIGN GROUP TAKES NO PG PG PG S3.1B—DETAILS S3.1C—DETAILS SNl—DETAILS RESPONSIBIIM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 W Ww.abdwigngmup.wm AA N: 0003325 N Z a • W W ' ~ W C 4 V ® 4 V F8 LL O sUNWIV ac Loll: SILVERDAD0 LOT #65 BLK #6 PIROJECTp 04128.002-65061 MODEL 4EAB 1672- ARIA" GwRwcsE Swnro: RIGHT PAGE: COVER SHEET 50 MPH EXP. m 06/04/19 /4"=1'—O"1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft EDITION, (2017) .AND IN CONJUNCTION MATH 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 SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.21.2. 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. 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 ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THECONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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, USTED 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 R3095.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD DOORS NOT LESS THAN 1318 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 R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 Hut) SHEET STEEL 1' MIN. RIGID OWMETA W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPUED 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 MNCH GYPSUM BOARD OR EQUIVALENT. STTEWORK 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 UTIUTIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-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 BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" T� 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: 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. MNIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROONWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MNIMUMAREA SHALL BE 8 FT .SQ. PLU 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 1/2' 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 COVERINGS 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 FNISIIES 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-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11AAND R703.7. FIE RESISTANT PANSTRIICIION 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 ADMNISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS 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:10/25/18 (RM) 1 N. RONALD REAGAN BIND. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407474-4078 w .andesigngroup.wm AA M: 0003325 h Z t • Q ZZ uw w WJ C 0 7L > W>y� ~ 'qV1 o dl °ue°uYe>1 � d1 EQQ- i Z 0 IT Sul wiv. & LOT: SILVERDADO LOT #65 BLK #6 Pilton=TSI 04128.002-65061 MODEIL 4EAB "1672- ARIA" GARAGE DWING: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. DATM 08/04/19 SCALE: 1/4"=1'-0" SHEET GN J (2) 3052-SW (2) 3052-SW o0 0 0J111110�� 0 ai11111111111110 �a11111110 -- 11 ■ - in in ■ - - - ■ ■ 01111110 oY11110 i ■ ■ ■ _ ■ in i M o - 4. � i - in in in n _ on in in �- �, ®1in Z - M - in 0 no 0 ■ '.^ 0 ATTIC 'I in SOLLARD Ri �1►CODE in PER _ MYR r in 1� in in r: in in oo'�•o 36'XIi - • - �in � . ( in ,: --EMY ■ in - in On o"i milli O'110 ,.. in 01110 01111111110 loil1110 O'1170 SQ.FP. CALC. S LtvMG IA12 Sa FT. GARAGE 432 Sa FT. ENTRY 38 S61 FT. LANAI 98 W. FT, TOTAL 2,236 SO. FT. CCI 0a f AID CLADppM11 LOADS BMC MD EIFORIE RJRIIIECOID IWR OPB■M IOW FOIE iOMMMDd10 RBWq AIDTR'E RJOTA� MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR Sli 18 5 24/-31 OR MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 OJ-ID. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT.=H, 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 N01i WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. O4RI011.DAEI i1 DBL. TOP PLATE m BAR DETAIL A SCALE: Irt,'•1'-0' DTL. (,)ARCH WALE: IR • 1'-0' FLOOR PLAN SCALE: V4' . I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR WANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLEMJM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EOIJIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/11 C35 MM) IN TWI004i SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/1 C35 MM) THICK, OR 20-MIMJTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W Ww.abdejgng ouP.wm AA #: 0003325 q Z c°po QQ 0 i 0 4 iLT)sDIV. aL LOT: SILVERDADO LOT #65 BLK #6 PROJECT# 04128. 02-65061 MODEL: 4EAB "1672-ARIA" GARAGE ■VII iG: RIGHT PAGE: FLOOR PLAN 50 MPH EXP. % 0 RINT DATM 08/04/19 acw:.E: 1/4'=l'-O" SWEET Al 4' FREIZE BAND ITYP> b' TRIM BOARD ITYPJ W-B' BFd.4. HGT. Y'1 FYPON BKTILXIT OR EQUIVALENT 4' RAISED TTT.I BAND ITYP J 0'-O' FIN. FLR 0'-0' FIN. A - � r� II�I�IIi�Ti111II�111�I�lll�f�►..� - - 141mI11I1�111/I�IIIm111m11�_ FRONT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A I�b OFF RIDGE VENT CFP RIDGE VENT AFIEAOFATnc 223S SIX Fr. NET FREEVENfRAMON AREA REW RED = 1/30D REWFIFEIVENTILATIONIAMEA = 2IlS/3M = 7.45 ENIRAIWN AREA% S41NCHES PER FT.(144) = 1071.9SO.IN. MIN. REQCRMVEMATION .Sx unz IN UPPER PORTION OrATRC - M4 SP1. IN. OFFIUOISEVENTILATIONAREA US SQ IN. PERVFM 5 4/115 u10FVENRRE - = &GE4M ALROFVENTSPROVIOEO = S 'AREA OFATIICISTHE PEPoMITFROF THE HOUSE, LESS T1E0YEHFIANG (D(TEMOROF WAMTO DaMOROF WALL, NO OVE *MIN INCLO®I BRG. HGT. 0'-0FIN. FLIP-4 OFF RIDGE VENT \� b n IM I v REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH 0'-S' BRG. HG7. ■ 7 -4. V ------------ -------------------------- --- 0'-O'FIN. FLR LEFT ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT BFRG. HGT. I I I Ty". II 0 0' F R..__�0. RIGHT ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH I I I I I w N I LOUVER DETAIL A M 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W.abdesigngroup.com AA N: 0003325 s h � Z � Fy FY Q 0 FO 111 W W J y 2 O W �i3DD j Z F Z w 0 cU 0 u (Y ZZ (L 9inmmv. a LOT: SILVERDADO LOT #65 BLK #6 Pnon=T# 04128.002-65061 MODZI.: 4EAB "1672—ARIA" GAICAGE STRING: RIGHT PAGE: ELEVATION IFDN 50 MPH EXP. i DATM 08/04/19 SCALE: 1/4'=1'-0" S� A2D ELECTRICAL LEGEND BYM DESCRIPTION TANDAMD SWITCH •�' -WAY SWITCH -WAY OUMTCN U'MER SWITCH HE BUTTON IBCONJECT T GLE RECEPTACLE(USV/20-AMP N POLE) [RMOSTAT DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIH GROUND FAULT RUPTER?AMI-ER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 4W- XTERIOR WATERPROOFKaFI CEPTACLE (GROUND FAULT RUPTER) IOV QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR Me 20V RECEPTACLE (4 WIRE CTOR) I-0 MOUNTED LIGHT ILMG MOUNTED LIGHT T LIGHT LIGHT SCONCE PRE -WIRE PAN WITH LIGHT (I CWI PER SQ. FTJ am E116 LIG3NT FIXTURE 899Y BULB LMW FIXTURE OAa BULB LW47 FD(l URE ' TRACK LIGHTW. TTIC LIGHT WITH FULL CHAN R CABINET LIGHT ® 'AW PLUORESCENT LIGWWT (RECESSED) m X4' FLUORESCENT LIGHT (SURFACE T) 'X4' FLUORESCENT LIGHT (RECESSED) • X O CESS LIGHT LESS LIGHT (VAPOR PROOF) IL NO MOUNTED LIGHT WITH J-BOX OPT. FAN GTRIC.AL PANEL(FIELD VERIFY OCATQTFe) -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) (LING FIOMED FAN 0 FAN (I CM PER SQ. FTJ ♦ JACK O DETECTOR (CEILING MOUNTED) ® 1 MOWN U•ES ®OPENER D TV V JACK -• w PORT NOTE LOCATION OF TV JAC" 1 PICNE CUTLETS 4 FANS TORE VERFED • HOI'EOUFER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.Wb) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISFNUASFER DIBCOMECT TO BE LOCKOUT IN PANEL • BATHROCM EXHAUST FAN TO HAVE MIN. CAPACITY OF S0 CPI'I MERMITTENT PER TABLE M1501A OF FBGR 6TN EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERJPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRMG METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . N dMPB N D BY BUI n R AND lSf OF LIGMTMG MIUBT BE ENERGY EFACIEM TYPE PER FJBG ENERGY CONSERVATION {RESIDENTIAL ENERGY EFFICIENCY) 2011, 8th EDITION R404J ' CEILING PRE -WIRED I I g•_4• MTD �\ )CLG FAN TO BE I I 9 I OWNER'S INSTALLED, - _ I m SUITE I PROVIDE U-\ I - eox FOR OPT. FAN wP wP GFI �__�ptnttnrc , / PRE -WIRED CLG FAN GF PRE-WIRED- CLG FAN N.I.C. GREAT ROOM \\ O \ II / \ II 1 SWITCH IN - CABINET KITCHEN HOOD WIRE W/ ;�--- I 0. OUTLET FOR BAT FUTURE MICRO.BDRMj \ J \ Vy GFI I \\\ \ I.AUN• PRE -WIRED I ! GLGFAN � "/ \II �u \ moomo �i•��I� �E�OOE©m �m0E.7®m moo�0lfi to ®omm�00 miso�.�lmo ®amp*-1yaEo® mO�oO� m w2m 11m1oo�m© it>•11111fE7��o11111® �� Imo OEMO om•��m -r ��aom m Emir' t / S ) r-� N�� i " I I GFI 1 _---- I GFI • 42' AFF. O _ GARAGE 1 T---- l 1 I I 1 1 1 DOOR \ J I I 1\ \ \\ zu�:MOUNTED BOLLARD AS . I 1 \\ LIGHT W/8WIT04 IN BLDG. CODPER E ATTIC - - - - - B FOYER KEYLESS I FIXTURE ! J METER PROVIDE _M/0 CU, THWN • 1% CU IN 2' CONDUIT OR 9 Q / GFI Z FIELD WO AL, TNW • 1% CU IN 2' CONDUIT. TERMINATE ABOVE SOFFIT • OVERHANG.) CLG. Q VERIFY (CONDUIT TO OUTLET LOC. sDRMJ / -L- OWD 'RRIG'4TION 150 AMP ELECTRICAL RISER c-` PE. FOR - - OUTLET • 48' OFF. NOT TO SCALE. TAMP �4040 CHIME 1 \ DISCONNECT SWITCH AND 1 VOLT ,•' I I GFI GENERAL NOTES: M ELECTRIC METER M I PHASE MLO GARAGE A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA 3R ENCLOSURE PANEL PRE -WIRED CCMPLY WITM ELECTRICAL PROVISIONS OF THE FISCR &W GLG FAN EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER GFI COMPANI' REQUIREMENTS. B0A/2P 1\ENTRY B. ALL CONDUCTORS SMALL BE TYPE TMHN/TF JN UNLESS NOTED OTHERWISE MCB • -�— -------------------- SERVICE ENTRANCE SERVICE ENIIR4FNCE \ EQWIPM ENT EOUIPI'ETff ` �GOAGH POWER COMPANY — — . — — LIGHT TRANSFORMER ER INTERSYSTEM BONDING — — — — — — TER7NAL AT LOW GRADE VOLTAGE CONNECTIONS ELECTRICAL PLAN SCALE: 1/4' " I'-C' PROVIDE W AMP, 1/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 9 9 COPPER (CU) IN 1-1,2" CIA SCHEDULE ✓ O PVC CONDUT OR PROVIDE 9 •2/0 ALUMHM (AU IN 2" CIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE 1UTH1 TINE ELECTRIC COMPANY PRIOR TO BID. I M OU SERVICE GROUND CONNECTED TO CONCRETE ENCASED F'OaMPt STEEL PER ELECTRCAL PROVISIONS OF THE FBCPI &U4 EDITION C201'l). 5/0" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77 078 FAX:407-774-4078 www.abdmWngroup.com AA M: 0003325 • QY d) A > sUDDV aILoll: SILVERDADO LOT #65 BLK #6 PR0n=T#: 04128.002-65061 MODEL• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 50 MPH EXP. F06/04/19 m 1/4"=1'-O" E1 mm_m ----------------- IIIIIII IIIIIIIIIII 10—'--l' `Y97 IIII IIII IcI�IIIIII�IIIIIII - — pI -- _JIIIIIII 11 ' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 h w w a U in ZZ O w w • � �' J 8UHaIV. At IAT: SILVERDADO LOT #65 BLK #6 PROJECT/ 04128.002-65061 >lcoaaL: 4EAB "1672-ARIA" GARAGE 811111MG: RIGHT PAGE: PLUMBING PLAN 50 MPH EXP. I ROLMD w DA08/04/19 SCALE: 1/4"=1'-0" SHEET P1 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 (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY 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 (20l) MECHANICAL CODE 603U 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIFE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFCa. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. Il. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. AIR SUPPL' AIR HANDLEI EVAP. TPA LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER - SOLID LINE. SUPPLY TRNK BROKEN LIME. RETURN TRUNK l BALANCMG DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAMA SECURE STRAP TO CONC. CONDENSER W/ (2>-3/16'X2' TAPCCNS UNIT SIMPSON UD ROLL STRAP >C- OR EQUAL EXTERIOR WALL T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 'DXI I/4' BHT. MTL. SCREWS SUCTION AND LIQUID y REFRIGERANT LINES CONDENSER UNIT CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LIE DRAIN 3/4' DIA. NOTE: MAIN COND.FROM OVER HEAD • 12' STRUCTURE y PVC SLEEVE TO LINES BELOW BLAB T REFRIGERANT LINES TO RETURN C0NDENSM UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER ki;l/_�MECHANICAL FBCR 6TH EDITION (2011) SLOG. CODE SECTION 3017.4 HVAC DRAINS SOORIATED NICKEL BRONZE FL. PL. BRASS FILM FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTUSPEC nFLOOR SLAB CLEAN -OUT (T COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING 1'-6' n SPEC. NG OR ENSION TO SOIL WASTE ASUIRED NEXT. GROUND CLEAN -OUT (TYP NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. ----------------1 I El 1 14' I I LANAI I II I I 14XI4 14X14 I 01SSU TES ' DM 12x8 12X8 GREAT ROOM- -- I W.I.C. 4' I II 8JC4 - J � HIfCHE� 11 6' � — __ 0. F/L 10x6 I BATH -- -' O I 10' I I LAUN. i� ii i i ® OCFM A I 4' ---' --- I I 8X4 'Lei -- 14X6 L 4' DRYER II I 5' v.7R r-----1 O I I ® 11 1' 11 II u SX4 II 14X6 12X8 BDRM.#2 ENTRY GARAGE MECHANICAL PLAN SCALE: 1/4 • 1'-0' 0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 w .abde 4pigroup.wm AA M: 0003325 f a g a, � aU > g lu Gry os®UO df r. tD r- 6 mo atnmly ac LOT SILVERDADO LOT #65 BLK #6 PROn=T# 04128.002-65061 1[ODSL 4EAB "1672-ARIA" GARAGE 8TI MG: RIGHT PAGE: MECHANICAL PLAN 50 MPH EXP. DRDITA os/04/19 acAI.E: 1/4-=1'—O" 811EET M1 2X4 TOP PLATE �� 7 1� F7GE-FAB TRUSS IQ' CLCs ®OARD 2X4 WOOD STUDS 024' O.c. FIN. FLR MyIC: vIUvo 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.G. TYP. INT. WALL NON—BRG. D 1 SCALE: 3/4'.I'-V FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.IJ CN I' O.SmL SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU88--// MTL. DRIP EDGE J/ 2x FASCIA PER I _m ELEVATIONS TYR AL OH 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.IJ ON II;' 0.6a 51IEAT14NG 5/S' GYP4KJ SIJ 1 BO OR k CDX PLYWOOD SECURED PER OR 1/2' STRENGTH CLG. FASTENER SCHEDULE BOARD STRUCTURAL SEE ENERGY CODE FORMS FO PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4J INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —lm STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OG. IA' THICK 2 COAT PORTLAND S• cm CEMENT PLASTER APPLIED In, GYP BD DIRECTLY TO MASONRY WOOD BASE 0•-0• FIN. FLR_ _ •� _ _ �, 0'-0' FN. FLR a n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE; PER SECTION W5.1.1 - 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 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6'15l AIL leAt Pat"LK 2 GAS LINE THRU BLACK etas. Vr.nAr FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON a' ObJ8. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE I•-0• TYR MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-EWG C%40LE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ,III TppU= w�V..Ias� - `oveaaAD 000la APPIIOVAL PW& vLRIGAL �R/IOC P 6Y OTIlP• eY HAP. �� RASTOW PO LvE PROOM W FlIODULT APMOVAL IelQ s GARAGE DOOR JAMBS D1 SCALE: I1/2'•1'-0' 2x BLOCKING BETUEEN TRUSSES PER STRUCTURAL DETAILS-1 STIFFBACK AT ALL UPRKsH PER STRUCTURAL DETAILS PRE-ENG UD. TRUSS CCNT.2xRAT SECURED PERJ � STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION Ir \ S/V GYPSUM BOARD OR 1/2' HKaH STRENGTH CLG. BOARD V2' THICK, 2 COATJ� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,{, • a . a' ChKI G a. .a 4 W/ WINDOW OPENING R-4J INSULATION WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS TREFERENCE STRUCTURAL .Ix2 P.T. FURRING STRIPS • 24' OG. 1/2' GYP. WL. BO. UJOOD BASE FIBERKA.ASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.LI ON J' Ohis. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 0'- 'Flt�l FLR. B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL 1 SCALE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77 78 FAX: 407-774-4078 ww W.abdesignt�oup.eom AA N: 000331 9 l0 Q J > pp r �Q j >e 4 id I N W I 0 SVHDIV. at LOT SILVERDADO LOT #65 BLK #6 FJROJECT/ 04128.002-65061 MODEL 4EAB 1672— ARIA" OARAOE STI►INO: RIGHT PACE: DETAILS 50 MPH EXP. DATM 08/04/19 SCALE: 1/4-=1'-0" SHEET D1 A-110LT6 4• EMISEDFENT Mw. EVENLY FfWM FLOOR TO Dot=■a�Y��© BECUMiE 2.4 ON PLAT TO BLK UV CUT NAIL6. SIDES• 2X6 GARAGE DOOR dk1G W/ (S) ® I1•X6• A -BOLT! 4' WIMEDFENT MN %V 2W-A WAS EIt AND NUT SPACED EVENLY PROM FLOOR TO GARAGE DOOR HDR. N JOINTS, PRIOR TO PILLNC 1-2X6 PT BLOCK a CENTER OP ® DOOR HEADER WK0X'XY J-BOLTS 4• EMBEDMEM III/ 2•W-A* WASSR AND NUT. ®ALL ANC44ORD OWALL EE INACCOMANCE TO E r MANFACTUMMWS NSTALLATICN MTRICTIGTNB WIRED GARAGE DOOR l BUCK ATTACHMENT .car w'•rr 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) 8' CMu WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 9. ORYULALL IB' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 I'X4' OR I'X2' P.T. NAILER 2X6� SECURED THROUGH Ix4 P.T. OR %'>(4' MIN SECURE TO BLOCK W/J-1(4•' NON-STRUCTURAL V.- ❑TfM�EAD SECURE THRU FRAME 4 TAPCONS TAPCON MIN. 1Y4 EXTEND 1 Y4 INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK %' TAPCONS MIN. HEAD SIZE 300- GMU ❑W/ MIN. SHANK SIZE J45 MIN. EMBEDMENT I Yi ) ' DRYWALL IN. SIZE 300 MIN. EMBEDMENT I -A" UT14N 8' OF EACH END < 18' O.G. MAX SPACING. 'X4' OR 17t2' P.T. NAILER WITHIN 8' OF EACH END 4 2XScm ❑ UB• O.C. MAX SPACING SECURE TO BLOCK w/J-%, k4' CAD. X 4' MIN DOOR CASING TAPCONS (MIN. SHANK SIZE .145 DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. 18' O.C. MAX SPACING, MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAYS TO BLACK +3/4 OR +5/4 111NDOK T+O BLACK +9 4 OR +5 4 A SCALE: N.TS. 2X4:m SECURE TO BLOCK W/'V TAPO" OR (MIN. BHANIK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 IS' OG. MAX SPACING. 2X6:® SECURE TO BLOCK W12-%' TAPCONB(MIR SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN W OF EACH END 4 8' CM IW O.C. MAX SPACING. JS• DRYWALL 2X8:I2® I•X4. OR PX2' P.T. NAILER SECURE TO BLOCK W/J-%. 11 CASING TAPCONS (MIN. SHANK SIZE J45 1131 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1 2' �1LINDOA T'O BLOCK +l-1yTO BLOCK +1-1y E: N.T . NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1%/ 6' /1 1FIND01/ TO BLACK +1-15/16' " SCALE: N.TS. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MI'L EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 15' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbtm SECURED THROUGH SECURE TO BLOCK W/R-%' NON-STRUCTURAL V TAPCONS TAPCON MIN I-Y4 (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) S• CMU WITHIN 8' OF EACH END 4 )S• DRYWALL IS' O.G. MAX SPACING. ZXD4 ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-V OOR CASINCs TAPCONS MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' OJT. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) MOOR JAMB TO BLOCK +2 1�4' 11R=W TO BLOCK +2 1/4• 1J : NTS. 2X4m SECURE TO BLOCK W/ 11(P' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4): WITHIN 8' OF EACH END 4 STRUCTURAL 2X O.G. MAX SPACING. MUST MUST BE ON OUTSIDE 4 2xbcm18' THROUGH NON-STRUCTURAL ' SECURE SEA BLOCK LLV2•�(r'TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • Cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN W OF EACH END 4 'X4' OR 1'X2' P.T. NAILER IB' O.G. MAX SPACING. ❑ 2XScwm SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN S' OF EACH ENDS ATTACH TO 2X PER ]VOr- MAX SPACING. MANUFACTURES DETAILS. War tN+ r:tvoto ro raus,w�roo nor oa®lP� DOOR JAMB TO BLACK +3• E SCALE: N.TS. 2X4m SECURE TO BLOCK W/ 3(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbtm SECURED THROUGH SECURE To BLOCK wn-OW NON-STRUCTURAL 1b' TAPGONISMIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 Y• MIN EMBEDMENT I 4 ) 8• Q„W WITHIN 8' OF EACH END 4 VO.C. MAX SPACING. Jr4• DRYWALL 2X&® ❑ I'X4' OR 1'70' P.T. NAILER SECURE TO BLOCK UY2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER J45 IW(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 3" END 4 b' TO 8' OJr. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" F x +3' ALE: N.TS. 2X4m SECURE TO BLOCK W/Yi TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' O.G. MAX SPACING. SECURED THROUGH 2X642ia NON-STRUCTURAL W*' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPOONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y49 ' DRYWALL WITHIN S' OF EACH END t IV O.G. MAX SPACE VX4' OR 17Q' P.T. NAILER 2X842m � SECURE TO BLOCK U 4-1/4' 36' OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WIT44N 8' OF EACH END 4 ATTACH TO 2X PER IB' OL. MAX SPACING. MANUFACTURES DETAILS. War na+r NtCo ro w�.w mown a� Pi DOOR JAMB TO BIDCK +3-9/18' 111NDOA TO BLACK G SCALE: KTA. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 X-) WITHIN 8' EACH END • NOTE' STRUCTURAL 2X IS' O MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK WA-V4' SECURE NON-STRUCTURAL Va* TAPCON MN. 1-Y4 (MIN. SHANK SIZE J45 (MIN. EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMu WITHIN 8' OF EACH END t Yj' DRYWALL IS' O.G. MAX SPACING. ❑ PX4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCONS CASE (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') p001¢ JAMB OR WINDOW WITHIN 8' OF EACH END < ATTACH TO 2X PER 18' O.G. MAX SPACING. MANIFACTUiiEB DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4• H 10L 2W TO BLACK + 3 4' E: N.TS. 14 wAft v 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.mm AA #: 0003325 la • W Q Q tllZZ x — �0U p C 0 Q Q ounDiv. aI: LOT: SILVERDADO LOT #65 BLK #6)m PROJCT* 04128.002-65061 MODEL' 4EAB 1672- ARIA" GARAGE SWMO: RIGHT PACE: DETAILS 50 MPH EXP. PRINT A� 08/04/19 XCALE¢ 1/4-=1'-O- SHENT D2 �) PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.E USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 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 MI WINDOWS &DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FLi5332 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13142.2 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 F14103.1 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 1441 N. RONALD REAGAN BLVD. LONGWOOD, Fl.32750 PH: 407-7746078 FAX: 407-774-0078 W ww.abdesigngoup.com L AA #: 0003325 � m ID >sVHD3V. Ae LOT•. SILVERDADO LOT #65 BLK #6 P3lOJSCT 04128.002-65061 MODEL. 4EAB "1672-ARIA" awlsAc>s avnxa: RIGHT PADS: PRODUCT APPROVAL LISTING 50 MPH EXP. � ARCHfTECT STATE OF F•LOR�A Dw 06/04/19 ar><SST I� 3 POLD MIMO . PT. A OL Mow NINIO . rI. A 2. CRAM. TR.O 1 CRIME . M. C OLFOLQ MLYC. PT.A t ORAE . PT. R ;OLO ® L M[LO NIIA1p . Pr. L ORAM . ".O & ORM! . Pr. C 4 FOLD R. O 0AR PI. O T" R. C TOYCLN TRmaRR.ARM 0 7EOTTOY RAlm wtM TIONT MAL. F",QQ I= W. j' TwcK ! COAT CET'IETTT PLASTER mbY�E). yr 2 m T MID LAYER 4, FORTF6ER WiLOM PAPER ~E oar, Ewe LAYER l STL W LMAP WHAM CN-Y, ® KICKOUT DETAIL \ \� ROOF � I woaour R.AwNs nM ' .+` ow') \ a �-- YATM TWO MAL MOD OR GoLzamm� NN'ALL RCJOgIT RAlMW AT ROTTOII Q ROOM � IILILL NiRREOTCT� WOOD SHEATHING OR CMU 070 LAYER 01, STUCCO WRAP (FRAME ONLY) k THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNIALL SCREED S'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) — CAP SHINGLE - DO NOT NAIL, \� INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS rJ "L" FLASHING N.TS. DRAINAGjE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER—•—•—•— — — BUILDING PAPER) METAL LATH xx—x—x STUCCO •�� Ai ////// SELF-ADHE5IVE FLASHING — — — — — — NOTE. - METAL LATH: LATH TO 5E PER SECTION R-031.1 / ASTM C-S4i-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wvwv.AhdesWooup.com AA M: 0003325 i h b 0 O �F 2 Pn umiry ae SILVERDADO LOT #65 BLK #6 oj=T# 04128.002-65061 WoDzl • 4EAB "1672- ARIA" GARAGE 61"N is RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. rAOM A ABOUCK► RA I 6. m Noorm J � m04/1.9=V-0"1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — • — — BUILDING PAPER) METAL LATH X—x—X—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROWN WALL 1 6' $ELF ADHESIVE— FLASHMG (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNOER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT ' I THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER S® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD 8HEATHING LAYER -1, STUCCO WRAP LAYER 4, FORTIFIBER ENJILDMG PAPER METAL LATH WOOD T/S' TEXTURED CANBTRUCTION ::�—FP86FI • WOOD FASTEN TO WOOD 6TRJGTU AL MEMBER • T' OZ. MAX 6' CHU 7i' To k nm-WALL WEIEP war ro A044MVE FLA6NR16. CLEAN 14ASCNW DEFORE AP4-LYl1 HORIZONTAL WEEP SCREED (FRAME TO BLOCKI STEP #1 STEP #3 STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX:407-774.4078 W W W.abdes4 ftmupxom AA #: 0003325 h b y C cl Ip SLTSDIV. ,SILVERDADO LOT #65 BLK #6 1oJECTIF 04128.002-65061 MODEIA 4EAB "1672— ARIA" GARAGE SWUWC- RIGHT 1 PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. IJ I DA 06/04/19 8CALE: 1/4"=1'-0" SFIEET WA2 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO ' F-ADHESIVE FLASHING — — — — — k 2 1�2" k COMER BEAD (FASTENER 4 SPACING s l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Cap BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774t078 FAX: 407-774-4078 www.abdesWngroup.wm AA M: 0003325 v, 8 e t 0 O 6.3 SVHDIV se LOTON SILVERDADO LOT #65 BLK #6 PROJECT/ 04128.002-65061 1[ODEL 4EAB "1672-ARIA" GARAGE STaNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. pumT .1 DATM 06/04/19 SCALE: 1/4"=l'-0" Sze WA3 .00 WOOD CONSTRUCTION \F- WOWBEY0C WOOD &EATNINO WEAK IORMSTIVE UIEATlM PIE"TIVE u�n'r 1ml vEAly el°� / / \ -aoN+� S• SELF-ADWEWNG LL FLASNNO d \ 1 pQj WE�ATWEERR RESISTIVE STARTER STltr / \\ \\UFATWER NAIRWERRESIBTIVE \..,r i' SELF-ADFERNG / FLASNNO - GALVO METAL GALVO METAL -� 'r FLASNNG y y 'r 1'LA,SNNG � [Ll S,ATED TRM �AQr' •C '� / \ / WOODSTwi MME EMBER \ 1 6EAL OAP WCAILKNG / OR APPROVED SEALANT DRA2 td6tl6 SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO SE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2S LSS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO U1RAP) WRB LAYER 02 (FORTIFISER — • — • — • — 5UILDIWa PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesig g up.wm AA 6: 0003325 k 8 b C SUDDIV & LOT: SILVERDADO LOT #65 BLK #6 PROJ=T# 04128.002-65061 HODEI. 4EAB "1672- ARIA" GARAGE 8VnXG- RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 0 ND A AR N DATE: O6/04/19 SCALE: 1/4"=1'-0" aHEET q WA4 1 1 I I —2x6 SUB-BANb W/1'x4' NOTCH in END, WRAPPED IN PEEL t STICK —DRIP EDGE 1� I� —1/8' TEXTURED I �� FINISH a WOOD i 1/2' TEXTURED FINISH a CMU it ✓/ METAL FASCIA \1 V WRAP Ye' FROM STUCCO, I' FROM � .I -- - -- - WOOD WALL EXTERIOR WALL e\\ (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2Xro \\ SUB BAND ONLY 1/a' TEXTURED - FINISH • UIOOD, V2' TEXTURED - FIWSH a cm X . ... METAL LATH x x x x x x x x METAL FASCW WRAP WOOD SHEATHING x x x x x x OR CMU U QB LAYER 9, x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — UQB LAYER 41, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (PI LAME ONLY) x x x x x x x x x x x x x i .. FRAME OR CMU 2X6 aue DAND ROOF CEMENT X X X X X x x x % x x J FELT PAPER DRIP EDGE % % X x x % x % x x DRIP EDGE METAL iucic our x x x x x x x x x x x x x (REFERENCE POINT © FL /� �`N ONLY FOR WALL OFF % SET OF COMPONENTS) —ROOF KICK OUT REMOVED \ FOR CLARITY ROOF DECK (BEYOND) `� DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) i \ �1/8' TEXTURED FINISH a /WOOD, 1/2' TEXTURED FINISH a CMU / 2x& SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL t STICK ®ELEVATION SUB BAND DETAIL 0 WALL METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND W/%*x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0) WALL W/KICK—OUT 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 a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/i ¢'x4' NOTCH e END, WRAPPED IN PEEL t STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 P#i: 407-774-6078 FAX: 407-774-4078 www.Abdesigngroup.wm AA #: 0003325 y V E 0 0 E a aVHDIV. Ae LOT: SILVERDADO LOT #65 BLK #6 PRDJMT# 04128.002-65061 1[ODEL• 4EAB 1672— ARIA" GARAGE a11UM: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. 50 DA"'^TM 08/04/19 mcALE: 1/4"=1'-0" 812EET W A6 EXTEND SLAB 1 1/7 Y IT FM-12X18 — — — — — — —3 _ _ FM-12X72 — 4' CONC. I� SLAB IX WILL N 5e � � LL I m ILL 312 oa :o I F-24X24 I . 2'-T 10 r' FM-12X18 I I I I .I I I �00 I TT OP OF 4 I SLAB N 1"PVC CHASE XN FOR ELEC. G II ISLAND LL I Ix ILL I I z I I v 00 y -EXTEND 4"PVC I SLAB 1 1/7' `��CHASE TE--1_�`�__� 5 12 r N ` I 4" CONIC. SLAB I 5 2'-4"' _ I I 3-0" 0,-0. I TOP OF SLAB LLI ~I a XTEND O FM-12X18 SLAB 1 12' ai 2 (4" CONIC. ' I SLAB 6" 3'4" 6" I I 1 +-3112 N� ILL LLI 2 I 1 a0 +7 12 1.1 J FMC-12X18 FMC-12X18 FM-12X18 — — _ _FM_12X78 _ Fld-12X12 ME 16•-0• FOUNDATION PLAN SCALE: 1/4" = V-0' n FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8, SEE ARCHITECTURAL DRAWW GS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED 1NITF1 THE W W DOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EINDX:ATED #5 BAR, BNDICATES #6 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= 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,p00PSF. 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 C476 GROUT MIXI PSO, UNITS LAID IN RUNNING BOND. 16. WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWA M SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS W1 4z 1A-ER GENERAL 312' 16,11 6MIL VAPOR COMPACTED FRI BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 317' LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-72xi8 12' CONTINUOUS 16" - (2)#5's FMC-72x18 12' CONTINUOUS 18' - (2)#6's - VARIES F-24X24 24" 24" 12, (2)#6 (2)#.5's FM-72x12 12' CONTINUOUS 17, (2)95% - (-)0-4•' TE-1 S" SEE PLAN 6" - (i) #5's - p-ry• 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W Ww.abdesi)I;groupmm AA#: 0003325 A a � �a ��... Q 17L 0 �j Z 0 > yt Qz W 2 O V 9 U IC � ip aLT>lDLV dt LOT: SILVERDADO LOT #65 BLK #6 PROJECT/F 04128.002-65061 a[oL>EL.: 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN IL150 MPH EXP. ROLAW A ABOUCW4M L AR NO 9111M A DAT M 06/04/19 SCALE: 1 /4-=1 SHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING tt STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED sv� p v v i CELL SEE PLAN FOR SIZE AND 0 0- CELL EE PLAN FOR SIZE AND S I • �.' O a. SPACING REQUIREMENTS O SPACING REQUIREMENTS _ .:_ P I_. ad.' m U rn1 ... M—.. Y— ' Ifs GARAGE DOOR RECESS mw U v va K N Q p�L I ''f FM m g� a 0) - i 8" CMU WALL O W CMU WALL w. .. CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 3a' lEG EACH m W w B' s, • w U ul . .. .. .. ° TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS m TOP OF SLAB �. a _ _ • MATCH AMOUNT OF CONTINUOUS BARS vl . FOR .. EXT. PORCH SLAB ..: � �'., SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STOF2Y) #3 18' . EXT. PORCH SLAB .. a SEE SLAB SCHEDULE TOP OF GARAGE IC1111 � .,. R. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE Zip. MASONRYLT UNIT S AT ELEV: W/1i2" ISOUITICN e" CHAMFER W/ 1/2" ISOLATION�'� 4" CHAMFER (I -STORY) 8" CHAMFER 8'-8" JOINT (VNiERE APPLICABLE) { '. a Z #4 SEE SCHEDULE #5 24" 301 JOINT (V* ERE (2-STORY) • a i EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE APPLICABLE) Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY 36" AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 CORNER BARS DETAIL DOOR OPENING SCALE:34'"=1'-a' @GARAGE SCALE'34"=1'-a' SCALE: w I 2" CAPPED NEW REINF. BAR > N GALVANIZED PIPE W/FLANGE @ BASE O a SECURED W/ 2-PART a g I EPDXY. MIN. EMBED Q 8", UNO FOLLOW ALL MANF. SPECIFICATIONS FOR N I USE AND SECURE FLANGE TO H m PREPARATION OF � HOLE. Z TAPCONS jLSLABVll(4)1/4-X21/T w o. �p 4" CHAMFER (ISTORY) 6" CHAMFER (2-STORY) 5 BOLLARD ADDING BAR TO SCALE 34-' ° MONOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z as s> �t mI`/ U my J d N p 8" CMU WALL 0 TOP OF SLAB I' ^ SEE SLAB SCHEDULE Z Z — e _ "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH -'— — - FOUNDATION AND SLAB SEE SCHEDULE / FOR WxD, BAR SIZE Y AND BAR QUANTITY COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdeso*mup.com AA #: 0003325 y Z W ul W 0 Rp Q d) J x lu _ 0 Su=iv. Lt L4oTh SILVERDADO LOT #65 BLK #6 PROJECT# 04128.002-650 1 KoDEL 4EAB 1672— ARIA" GARAGE BVMCG: RIGHT PACE: DETAILS 50 MPH EXP. i 1 STATE OF FLORA ROLAW A ABOUCHACRA AR NO 93M J DA� 06/04/19 8CAL.E: 1/4"=1'-O" arIEET S1.1A DOWEL PLAN SCALE: 1/4•= P-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.wm AA N: 0003325 ZI StMDIV. h LOT: SILVERDADO LOT #65 BLK #6 PROJBDCT/ 04128.002-65061 MODaL 4EAB "1672-ARIA" GARAGE BVfMG: RIGHT PAGE: DOWEL PLAN 50 MPH EXP. DAM 08/04/19 SCALE: 1/4"=1'-0" alimw s1.2 TIE VERTICAL REBAR TO HORIZONTAL To HO' W/ id' HOOK GROUTED BOND BEAM VARIES PER ELEV. Z_ tV l 3 a p CLEAN OUT REQUIRED FOR INSPECTION m v •' FIN. FLR. .Ae '' c� TIE ERTICALREBAR 2 TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA > #4 24^ 0 AT 4r HORIZONTAUVERTICAL %� REINFORCING SCALE: 3/4"=1'-d' #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 ww W.abdw4pigroup.com AA#: 0003325 0 a Z • w W W a N4j�] 0 >0 J C d) V LL e 4 V F8 LL W0 1P C i. L. L SUDDIV. tc LOT: SILVERDADO LOT #65 BLK #6 PROJECT/ 04128.0 2-65061 MCDEL: 4EAB 1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. AFIM i T AR RO "ANO 93723 ABO lCPA A DRINT w 06/04/19 SCALE: 1/4'=1'-0" MEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od 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. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 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 REVBWAND 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 P13S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DFAMPTION REMARK (D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT DESCRIPTION OH, SIZMARK REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)f15 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS t4MI�`MIB SAFE LOAD - POUNDS PER LINEAR FOOT GaF SAPS D SAFE LOAD - POUNDS PER LINEAR FOOT TYPE EN LGTH BIII pA tilts s,24e Wt m - amom - vmt" silos- ~a CIS p=m W=m TYPE LENGTH � � RI MU TYPE LENGTH 12a41 M%n SIT it22T N IT s'I2Tr 6n,•7T raosr 4F21.7T 111 4 27M-7r wws M'iitT slur 76' PRECAST 22N MDIM MM Sill OW OWail @d (411 F'IiEGST 1028 10 21 t EIB S'4i• (4Z7 PRECAST 1eM 9M 2M1 4M MY MM 722, 22M 4a 21tS 7M7 W4 7022/ tM24 MI2 2M !M 4W ® MM 7M 4.4r (7l9 PRECAST 19II MM OW 4M OW AM Ms C•a 448'1 PRECAST 705 783 130I W-W On PRECAST m m ail 22M Iwo INSAils 2a 4" Mn 7W Ma 1M21 tGM 12M 2a Mo M70 4M MM 11M 4'6• 04.1 PRECAST 1SS to 210 M21 2M 4M 2442 sMt 4'd PASf:ABT � SB1 fO78 4'6' (6,') PRECAST 1M7 20 ZW M10 4a 47/1 WIN AIM M72 7M7" Mn tilt Imi84•) .Ds 2W 2W Mn 4a 4n, MA @J• W.) PRECAST 1217 1M to 1M 2a 2m 22s n42 B�' {M') PRECAST 411 411 718 8-0 (B47 PRECAST12M tM 171 2M 2M 2M 2tM 4M tM MD 2M m? 1719 2M MM no 2221 4M 7-10.(7P) PRECAST Ions tIN tfn an 2M 2M =2t12 B,p �) PRECAST 310 39Y 818 B-,� (M PRECASTM a s 2W 2M 4m m, � 4Mr, 7L eM 1M7 ]M s, SWm(78.) PRECAST NOB1M 2W MM sm 2727 4M MM W-V (7B9 PRECJIBT 8W 721 41p @6' (787 PRECASTa 1M 2w sm sM sm sm t4s 1M sM 3Mr6' PgECABT 748 1M14M2M2M 2M MM Mo7a rd ND') PREL'A8T 424 834 3&9 r6' (eel PRECAST 3m19R) roH ,7M 2M asswt 7a t2M ,Mt 2a ail r 1 PRECAST sB4 m 1a 1M 2M 24s 2M ss @i („29 PIECIL4T 32I 812 220 @ 4 („27 P,EDAEr m M ,7 t47 m Im tea MM a4M mm M 1M s o 2M1P-W,M 28") P,EDABr 47s ,2w 2M 2177 2m 2MM ,B6' r28') PRECAST 294 AM 16D 1@6• (12B) PRECASTM w M 1asilt( ,M,M 2M 2m 47M M ,m 1M 2MUS (13I) PRECAST z82 M 7M 1m 21M 2W 4M 4•(U� PRECAST 280 462 184 11'i• (13� PRECI$T At M M 10d 17M11'-P an M ,2M 1M 2m 2t>. 4a a M t2M7 t2n W 12•P (I"') PRECAST 887 M sn tilt 1a 4f12 MM >M (144') PRECAST 244 482 /37 17fi (114') PRECAST M 4M 724 M 11 , ,a M st 104 ,M am 2M sm12'-0' M M M ,M 1 111 I" d809 PRECAST 2I6 4n 71a IRS An IRS M,e MM 134• (180•) PRECAST 217 324 110 1@J• (tI� PRECAST 4,4 M eW m M / I= 471 ,m ten 14M iM 2M 2M a a I M ,7M 141 tilt» tM 14'O (16:) PRECAST 27B 4x m a2 an tM 2W 2M I" (Ion PRECAST 208 2B2 100 Nd (fI� PRECAST M M M 7M M , 4u no "afm /M7 2M 2M 4" 4M n7 to 1 f 1M7 ,4'6• (1m PRE MR M M M Mt M 7s M ,P2' (ImPREBTR� RA 2N M 1!d p7e7 Plies M M M a M M s2 M M se isi nil 17" 42 70 "m m zm W7 2Tn 1B•4' (Im PRESTO NA4t2 M IR M mR M M M I" (Ian PRBTlE88® N.R. 2IU AS 1B�' (iSC) PIB1 2M a M2 M M M 40 M M t M1 1 tM I'm ,M fro am =30 2*13 1r4• ( 1 PRE NA. M M M M M M M PM PIESTRFS® RA iw s< iT�' t l PTA W M M M 4M M M1 742 M 1 7M 127/ m uM M som mtM tM am1r•4' U7� MnP1 NA2 M M Mt M M Mt M 1@ IV-0 MnMnPIEST� ILR 148 W j' pm PIr tM a M M M 4M 4s M 4n 141 4s 1 7a ,M7 M a 7M 11s I= 16M f7N 2Cf C2I,•1 PRESTAFAB� RR M M M M M M M M•i" 1 P RR 126 42 21'1• p6mT') P i@ 10 M m 2M 23 M M 4M m M M MR t2M M2 M M M Im 1M 4a 22W 09 PRE N.R. MI m M M MIV127 2r-W X•) PMWRBM NA 116 40 27d X'r) P M 2M 4s M, a a M M 7N tow t>i tM IVm m 172 M M7 Ma 342 M M M 40,4 M m 2C-V OMPIRSIRF.B� RR M M M M a M M M,-0, Wn �TIF86® NR N 88 24'd PPfi61 m 2M M4 W 4M MW MW ss M M M M4 M 12M 72M (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALM TA,EN FROM •SAFE LOAD TABLES• BYCASTCRETE MAY2015 EDITION • PRECAST PRODUCf881/071 M 70 MEETOR E=M VALUEB 8TATEDABOVE -ALL PRECAST PRODUCTS ARE TOM INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE 4II SW C OF BEARING PAST EACH SIDE OF YVINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE FE.C.P. CORPORATIONCASTECRETE DIMSION ACCEPTANCE 2: 16-0126.03 ------------------ m----------------- m--------------- 1 ♦ 8F16-1T/0M/0B 8F78-1T/DMNB 8F16-1T/0M/OB I 1 1 ♦♦♦ ♦♦ 1 1 Im ♦♦ . I LL ♦♦_ °D GT -UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'6", LINO. 8F16-1T/OM/0B F-----� L-----� 8F8- 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 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 � 1 1 � 1 1 1 Iq I 1 1 1 1 1 8F8- 8F28-1T/OM/DB ; 1 T/OM/OB LIFT BEAM PLAN SCALE: 1/4" = V-0" L------------------- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4079 W Abde"igngoupxom m AA $: 0003325 fQ W 0 o lu =1 C av>miv & L012 SILVERDADO LOT #65 BLK #6 PRo"mT117 04128.002-65061 MODEM 4EAB 1672- ARIA" GARAGE 81111MG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 50 MPH EXP. i AFx*F ECT. STATE OF FLORA 1 606 � ROLAW A ABOUCHAM L AR NO 93M F06/04/19M 1/4"=1'-0" S2 #5 CORNER BAR W/ 30' LAP FIX2 EACH t .�FtP COURSE OF BOND BEAM VERTICAL REBAR 1N/ 10' HOOK Ill�0�� 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6W 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING A �Yt PLACE STEEL HEIGHT. OF REINF0RCING(L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUNDmul �aGgt� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#'` yY.TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8"k16' / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITHAIINTEL 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#5 TOP OF THE LINTEL g 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. *--* 8x16 DBL BOND TOP OF pEL� BEAM W/ (1)#5 BAR BOND BEAM 0 EACH COURSE • exe BOND BEAM TOP OF • Q�Y W/(1)A6 BAR ��: BOND BEAM F OQ F = FILLED W/ GROUT I ,��0 U =UNFILLED GROUT SOLID FROM TOP .pAO NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF #5'S, R E BOND BEAM BEAMCOURSE SEE NOTE 5 � o �16-1T/1 LJ LINTELWl(1)T#5BAR(L2E NOMINAL LENGTH OF BAR = WIDTH OF MASONRY �' OPENING-2' Q HEIGHT BOND BEAM DESIGNATION BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34=1'-0' THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/0 STEEL(L1) REFER AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") W FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x5 (MIN 2 X 3) 2J/i6 TAPCON .319 PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE.3W SILL MIN EMBEDMENT 11W)8" - SLOPE FROM EACH END AND 1W O.C. MAX. MIN 1-14' m EMBEDMENT 2.8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING /2.4 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1AW MIN. 2-12d PER BLK EA END VC EMBEDMENT SHEATHING IMU' TYPICAL MASONRY WINDOW WAL ALL MW SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL scALE: 1 yr=1_ 5 SCALE: 3/4'=1'-0"so 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W W W.abdeaigngrouP.com L AA #: 0003325 i5 • ZZ o U 9 Ll sUlwi ►. de IrO71 SILVERDADO LOT #65 BLK #6 PRon=T# 04128.002-65061 KODEL• 4EAB "1672—ARIA" GARAGE SIMCG: RIGHT PAGE: DETAILS 50 MPH EXP. a -M oe/o4/19 SCALE: 1/4"=1'-0" sI;EET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF USP HTA16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od 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 REVIEW AND APPROVAL. 9. PLACE 2.4 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 W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774.4078 W Wwabdwlgngroup.com AA M: 0003325 • 0 W Q 1 — ! E O 0 6 d) O C O SVHDIV. & LWO SILVERDADO LOT #65 BLK #6 pao" CTp .. 04128.002-65061 MODEL" 4EAB "1672- ARIA" GARAOE 8l/IN0: RIGHT PAGE: FRAMING PLAN 50 MPH EXP. ARCH ECT IA��A ROLMD A ABOUCH AR NO owm D � 06/04/19 BCALE: i/4"=f-0" BIfEET s3 PLYWOOD SHEATHING SEE # UPLIFT USP "ROOFANALLIFLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4" x 21/4" FASTENER SCHEDULE" TAPCONS TO CONT TH (9) A-(1)USP HTAi6 TRUSAF POURED LINTEL i Od x 1 12" TO TRUSS. B-(2) USP HTA16 TRUTH (9) # 1900 UPLIFT (2) USP 10dx 112"TO TRUSS#17680 HTWM20 INSTALLEDON PRE-ENG TRUSS DBL STRAP, 1 EACH SAND OPPOSITE FACES OFOVER TRUSS (NOT SH BLOCK WALL W/1010d TO TRUSS AND (4) 1 W x 2 114" lx2, 2x WOOD FASCIA TAPCONS TO CONT CONTINUOUS BOND BEAM SEE ARCHITECTURAL POURED LIMEL 2xSECURED W/(3) ledGALV. COMMON NAILS.ENGINEEREDWOOD 1x2 SECURED W/10dTRUSSES @ 24" O/C, GALV. COMMON NALSSUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW AND APPROVAL MASONRY BONO BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 USS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) 1 aSTYPICAL TRUSS/ GIRDER CONNECTOR(S) TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. 2.4 BLOCKING BETWEEN BRACE W/ (3) 12d . EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0- TO 30'-0" (1) ")V BRACE SEAMS) 30'-1" TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE 0) "X" BRACE ®CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/T' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 8" SEE ARCHITECTURAL MIN. EMBED.AT32"OC MAX PRE-ENG GABLE TRUSS SECURE GABLE T02x8 P.T. PLATE W/12d's 6' STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. .1 SECURED 1. (2) 10d's @ EACH TRUSS TO BE INSTALLED . 10'-O" O.C. MAX SEE SCHEDULE FOR BOND BEAM RED. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SQALE:3""=,-0 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114-D OLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING <2/5'D SGIL STUD OUTER 113 OF I. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES HOLE EDGE>5/8" 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 01 SUBJECT TO Fl AND F2 FORCES, BTM. HOLE DIAMETER PLATE < 36'D DBL. STUD STUD NOTCHING 11 ALTERNATE MATERIALS AND BORING LIMITS SCALE:34"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abde oigmup.eom AA #: 0003325 Z p 7 �5 O'D Q -> C O BUDDIV. At LOT. SILVERDADO LOT #65 BLK #6 PROJECT# 04128.002-65061 MODEL' 4EAB 1672- ARIA" GARAGE 8TfWO: RIGHT PAGE: FRAMING PLAN 50 MPH EXP. Bj ARCHnECT STATE OF aoRDA, ROLMD A ABOUCHACRA AR NO 93m DATE, 06/04/19 sCALE: 1/4'=f-0" 8HE CT s3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'4r D.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING D VERIFY SECURE 2x6 PT. PLATE TO BILK- W/TRUSSPLAN W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXYG' MIN. EMBED. AT 32" OC MAX. SECURE GABLE T0218P.T. PLATE W/ 12d's 8' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/(2)10tfs @ EACH TRUSS TO BE INSTALLED 0 11Y-W O.C. MAX GABLE END BRACING W/ PRE—ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=17' ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdesWVnup.wm AA M: 0003325 g Z • 0 h O U 9 U Z 0 La 0 .3 aumly ae rror: SILVERDADO LOT #651 BLK #6 P1toi=T# 04128.002-65061 MODEL: 4EAB "1672—ARIA" GARAGE 9WnM: RIGHT PAGE: DETAILS 50 MPH EXP. ROLMD A ABOUO ACM L AR NO 9V= J D TM 08/04/19 SCALE: 1/4"=1'-O" SHEET S3.1B (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d @ EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'4" (1) "X' BRACE 30'-V TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 21, SUB -BAND PRE-ENG GABLE TRUSS — STIFFBACKATALL — UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 2x6 OUTLOOKER Q 24" O.C. SECURED W/ USP RT16A PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR \ SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER Li SEE ARCHITECTURAL TRUSS MFG. 2. SECURED W/(3) 16d ENGINEEREDWOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES c@24"O/C, 1x2 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 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED "-''� W/ HIP RETURN 60ALE:� VALLEY TRUSS CONNECTION (�� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774d078 w abdesigngroup.com AA #: 0003325 �J o� V F W • W0 0 O V li IL Y. LL SUHDIV. a. IAT: SILVERDADO LOT #65 BLK #6 PROJECTfp 04128.002-65061 MODEL 4EAB 1672- ARIA" GARAGE 9WWO: RIGHT PAGE: DETAILS 50 MPH EXP. DATE 06/04/19 SCALE: 1/4"=V-0" 8MEET s3.1C q s A o.BLE-Ero ROOF WIND DESIGN PRESSURES NET (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 w 0.18 ROOF DW+HRAGMI FOR ASPHALT SHINGLE ROOF USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT- PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN N OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STIR. SHANK 8d RINGSHANK 21/2' 0,1201 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1684 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHNO USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8" 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 Lo Z9 LL . Y Z Z y O J - O- Z z . z (7 \JJ _ . N Z W z8 � W z¢ S U NO zFx "a TOP CORD BLOCKINGAT4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING �\ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD'\ Bd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 1)2' SCREW SHANK PNEUMATIC SCREW -NAILS @ 17 O.D."N01 FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAMA NGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017. 6R1 EDITION ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLO-FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. PROVIDE 648L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE LIVER ALL SIABSONG ROOD WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADFESVETAPE FORM-W'ORK FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PIPE NO. OR BETTER FD = 1100 PSI AND MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). MOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED WI DDT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THIAN h' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW VMBTTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP#2. THE STRLICTURE 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 WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS Wa0® WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AG WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE °NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOLI NDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NEPA. TRUSS DESIGNS SHALL BE SIGNEDAND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTEREDIN FLORIDA. SEE NOTED FOR SHOP DRAWANGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO MRK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: UVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD ncono Tt 10 P tloncBnnsf BTM CHORD -t DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD 17 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 prof BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 Psf WIND DEAD LOAD SPEED=IE0 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 4Opsf SHOP DRAWING REVIEW: SHOP DRAWINGS WALL BE REVIEN.ED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PST, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL SOIL FOR TERMITE PROTECTION. REINFORCING STEEL REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS ANDSPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38" #5 BAR - 30" #7 BAR - 42" PROVIDE 36"x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TVWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY_Up MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERNSE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 6" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "W OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THEOAMNERSHALL RETAIN THE SERVICES OFAN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEC -TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)„ U.KO. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCREM SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BLALOINGS, 9TH EDITION, BV THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 la FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 46 ksi. STRIX;TURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S, Fy = 35 16i. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-014GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, NTH HSiOfiICM STRENGTH DATA FOR EACH SEPARATE MIX PRKIRTO TS WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BERDANCE CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED5'4-PRIORTO THE ADDITION OF PLASTICIZER IN ACCOUL DANCESTM TENEDOLTS BE TIGHTENED BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. WEIGT THE CONCRETE SHALL COMPLY WITH ALL THE REOUIREIENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MANG, TRANSPORTING, ETC ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL JSOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 UNITES IF FOR ANY REASON THERE SA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER TFAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BETHE RESPONSIBILITY OF AND THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE ATIE CONTRACTOR OF ANY NON COMPLIANCE MATH TIE ABOVE. REQUIRED CONCRETE COVERAGE OVER REST EHIRL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSt a FOR CONCRETE EXPOSED TO EARTH ARDOR WEATHER 1-Art FGR 05 MND SWWLIER 2' FOR#5 ONO LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1412-FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-0IPPEDGALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTEDWOOD TRUSS CONSTRUCTION:, AND 'TPIMVTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-198Z HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL 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 LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROW DE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. A S T FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE"USP STRUCTURAL ALL SHEET METAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPLICNTION 512E TYPE SPRClAD BIg TYPE REM N TTO CAISEHINFIDENEC04 S O,C SEE DETNL SEE DETNL SEE DETNL BEE DETNL .. IAL. EXT DOORS 9EENOTE6 CASEFNRDENEDLONG. COIL NNL I TIT 90� DOW/MORY/CONC. IFABTENW Ni GASOGE DDOB BUCK TOMNgOMiVICONC glE.ET SEE DETNL BEE DETo4 9EE DETNL wx4JOW- I. IT, SEENETE. CASEwVroENEDCOL L„IZ LONG. sTAoow® NDow000RlEABrENED METH STRAP TO MrsoNRrlcoNc CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS GOOK NOTES (�L.1- ER TAPCp." FASTr9i 1 B•OC EMBEDBDB.D. 2<•OC MBED.r@D . 3'EOGE01S1. ITT :r- sT:oG�ED MOM 1LES 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 MANUFACTURERS SPECS AND I 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. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. III, MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. L0 GWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 W ww.abdeslgngroup.com AA #: 0003325 A h b lu F 0 N 0 Q � J 2 b W L W ® V V LL IL LL' UDDIV. aC LNOT: SILVERDADO LOT #65 BLK #6 PRZOdF=T#II 04128.002-65061 MODEL: 4EAB 1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. DAN M 08/04/19 SC :1/4"=1'-0" ammOr SN1 �� Iw-�-�� Y 1� ��