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HomeMy WebLinkAbout35617 Stella Vast Dr99 t82 98-4EBB-CAL19 4 :9AND ALL WOR,OOSSK SH NATIONAL ORIDALL COMPLY WITH BUILDING CODEPR�AIL THE CITY OF ZIEPHYRHILLS ORDINANCES HOMES REVIEW LAN EMA41NERHI 12602 TELECOM MF11VE, TAMPA, F1 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .plp B1)QDIIiG COw ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 CH gDffUN (2M?) .uy LOCAL AI!ID BUTSCO� -OCCUPANCY - RESIDENTIAL, GROUP R3, +u��"" • CONSTRUCTION TYPE - VB '�• INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=150 MPH vssa=I18 MPH • EXPOSURE - B •i-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C ADJ. AMP. BD. CL CAB. CLG. GLR CONC. CT. C.T. D, DEL. D.G. DIA. DIM. DISP. DP. DR AIRCONDITIONING AD1JUSRTABLE TE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETE R DIMENSION DISPOSAL DEEP DOOR LUM. MCI MIN. M.T. MID. MTL. N.Ts. G` PL P.B. PH. PLT. PLYWD. PR P.T. R. RAD. R.A.G. REF. LUMINOUS MEDICINE MHEDIICINEE CABINET MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REFRIGER RORRL REFRIGERATOR /b CDb MM ARCHITECTURAL SHEET DESCRIPTION 0ubro Ton Fx UPDATE PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl —DETAILS Oft/IS GDSW-IE&W 02," SIDN's ELEVATIONS ADDED VY&AS COS RE- D ���FOOTING RENBION P M BONES 06R'l/b �W- 02/" ADM CIMILESSFO"ATGAR13EDETAIL (FORrKfEls) 02/22/19 PLAN MAINTENANCE 09/l" 11MAND LINTEL 812 AT FRONT ENTRY DOOR W4A ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSOV IMELBJ • STATE OF FLORIDA D.S. D DOWNSPOUT DETAIL RM. R.O. ROOM PG D2—DETAILS 1 SQ.FT. CALC.S 04Q4RD REVISED NVAC VOLU'ES ON SOFT CALL SCHEMLE /MELBJ PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 D.W. EA ELEV. EQ. XI e EXT. F.GJFX. FG. � FLUOR FTGOR GA GAR DISP. G.F.I. GL. DISHWASHER EACH ELEVATION EQUAL EQUAL EXTERIOR FIXED GLASS FUEL GAS FINISH FLUORESCENT FRENCH FOOTING GAUGE GARBAGE DISPOSAL GROUND-FAULT INTERRUPTER CIRCUIT GLASS S.C. S.D. S.H. SET. SET. SHWR SIRE, SL. SEu L. SWS TEMP. Tm T.O.C. T.O.S. TYP. SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEETPG SHEATHING SHOWER SIMILAR SLIDING STANDARDLI � SHEAR WALL SECTION THICK TOP OF CURB TOP OF SSLAB TYPICAL PG D3—PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS MM/B ADDED 'EXTERIORMOW DEEP FOOTEWDETAIL I7/SU(ORL) LIVING 1e2e Sa FT. C:ARAGE 43m Sa FT. ENTRY 16 Sa FT. LANAI Se Sa FT. TOTAL 2362 SOL FT. 060% ADDED LED LW%. KITCHEN + eATH PER MARK eouEs 01/19A9 ADDED STONE OPTION ELEVATION C 1 D (T/hIPA) OM ELEVATION Ys' SIDNG-ADDED LOWER • GABLE ROOF m/Iy/g ADM OPT. S'•O CEILMCs NEK+NTB ouolao REPLACE u9P COMECTORB WITH SRIPSON cONNECTORB STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG Sl AA —DETAILS PG S1.2 —DETADOWEL PLAN PG S1.2A—DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B.HOSE BIB OTHERWISE B.C. HOLLOW HULLHEADER RDRE W. VAPOR HOT. RHT ISOLATION Wo. WITH TNT. INTERIOR WOW. WINDOW W.I. WROUGHT IRON HEATER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL IJAB[LtTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETADJNG OR EXPLANATION IN PG 92-LIFT BEAM PLAN AND NOTES PG S'2.1A-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1A—DETAILS PG S3.113—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S3.1C—DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl—DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR DITERPRETA77ONS OF / CONSTRUCTION BY THE BUILDER WHEN NO RFT's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeelgngrouP•oom AA M: 0003325 l Is iMOM �� [no TiJmm aNAT SILVERADO LOT 18 BLK 18 JECT* 04128.002 18181 MODELo 4EBB "1828—CALI" GARAGE EWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B aRDrr A 03/05/20 scALE: 1/4"=1'-O" sFIEET C1 GENERAL NOTES t. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SWILL 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 AND/OR FABRICATION OF THE WORK. SIR WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R30ZS.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y, -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT, 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." TIWER t. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE B FT . SQ. PLLRABNIO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/: PVC (SCHEDULE 40), INSULATED WITH %,' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EKTERLOR WALL COVERSNOB 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 RUSHES 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, 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 -11A AND 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE 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. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdosigngroupcom L AA 41. 0003325 6 4 SVHDIV, ae LOT SILVERADO LOT 18 BLK 18 lipmojmcT# 04128.002 18181 MODEL: 4EBB "1828-CALI" GARAGE 9WDIO: LEFT PAGE: GENERAL NOTES ILQ150 MPH EXP. B L AN"NO 93723 J PRMT 'I DATM. 03/05/20 SCALE: 1/4"=1'-O" SHEET GN FMI "I.,. I, II - - o o - I 11 - - - - n - / o ME N 11A A - in�0 e to - G / - �/ 0 ■- iAS 177nrv�a _ - o OLM p EME:I oGARAOE I :I FOYER p' - - / e 1.11 G oTRANS. a - .„ o :' o11E�11° `',°IIE.IIowunjlE.E Ilia °u11t1BB110 SQ.FT. CAM'S LIVMG 1828 ea FT. GARAGE 430 SQ, FT. ENTRY 16 SQ. FT. LANAI as SQ. FT. TOTAL 2362 SQ, FT, OOYFOIBR AIO CLAODIq �MD LQID9 BNiC IIID EIOAO.IE FOR 8 Bi.IOOID SIB 01vTfE 301E .DMMMDINtl RBIMIfB WA MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING to 5 24/-31 DR, MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. ID 5 20,4/-22.1 BASIC HIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = :it 0.18 BLDG. CAT.=I1, EXP.—B, MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. TOP PLATE 9 M ABAR DETAIL SCALE= IR'.I'_0• ARCH DTL. B BCALE, 1/2 • I' FLOOR PLAN SCALE: 1/4' . I'-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIGNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK( OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngmup.00m L AA 8: 0003325 1$.W i, aUBDIV. as LOT SILVERADO LOT 18 BLK 18 PROJECT/ 04128.002 18181 MODEX.c 4EBB "1828-CALI" GARAGE S71ING: LEFT PAGE: FLOOR PLAN %150 MPH EXP. B DA 03/05/20 SICAI M: 1/4"=1'-0" BIFIEET Al HGT. FYPONuvA1 L'.12X24 � L� ro ae51entr LAP 81DING AS SPECIFIED (TYP.) 4' FREIZE BAND (TYP.) b' TRIM BOARD (TYP.) 8'-8' BRG. HGT COACH L IGNT 8'-8' BRG. HGT.,s 0'-0' FIN. FLR. to FRONT ELEVATION SCALE: 1/4 • I'-C' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A SHINGLE ROOF *'Xbm' FrPON DECORATIVE 46 TITERS OR CiLIIVALENT 4' RAISED BAND (TYI°J --------' l 0--� m' F1N. FLR. OFF RIDGE VENT I, 0, ■ -vEl 0'-O' FIN. FLR, 0'-C' FIN. OFF RIDGE VENT AREAOFATTIC = 2 S4 NET FREE VENTILATON AREA REQUIRED = I/30D REQUIREDVENTILATON AREA = 2364/300 = 7.66 VENTLATON AREA XSQ. INCHES PER FT.(144) _ :134.Tt SO, IN. MIN. REQUIRED VENnUknON • .BX :I3,1M IN UPPER PORTION OF ATTIC - 567.3E SO. IN. OFF RIDGE VENTILATION AREA = 115 SM IN. PER VENT 567.36 /115 TOTAL ROF VENTS REQUIRED • 4.93357 TOTAL R OFVENTS PROVIDED • 5 'AREA OF ATM IS THE PERIMRER OF TIE HW SL LESS THE OVERHANG (EMMOR OF WALL TO EXTERIOR OF WALL. NOOVERHANGS INCLUDED ,h8'-8' ERG. HGT. [MIN IN] m ME IMA OFF RIDGE VENT LEFT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE, 114 . I'-0' TEXTURED F-111,11044 REAR ELEVATION ALE: 1/4 . I'-0' TEXTURED FINISH m' ,L,9 -Sy BRG' HGT' O'-O' FIN. FLR. DECO. DTL. A SCALE. 1/2.1' '-0' FIN. FLR. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774AO78 www.abdosigngroup.com AA N: 0003326 _ i t 000 q ®J J etmDsv. ag LOT IN SILVERADO LOT 18 BLK 18 PROJRCT* 04128.002 18181 MODzIu 4EBB F'1828—CALI" GARAas OWUM: LEFT PAGffi: ELEVATION "C" 150 MPH EXP. B ELECTRICAL LECsENO SYMBOL DEFINITION NOTES -e DSV OUTLET 20 A'P "sLa POLE IIOV OUTLET IIBV OUTLET TO Ouluff e�� �ON IIOV CUTLET SWIPED S40OD PAIL HYMMMMM (TAMPER NOWANT TYPE) ZIOV OUTLET (4) LI M 00141411 WATETROQ OIDRD FAULT -iy- OFI GUILtT TdfaRlaP•taR swnc34 SWITC4 !-WAY OPER SBTC 4 I 4-10AY OPER *LA2 1TOINIED URSINE CEILNO I— Q LED CLG LkwT LSD VAPOR ©vp PROOF LnW O ylo VAPOI. PROOF LINT ORicaum CAN e~. PAN I a" rapt SQ FT. v)&IG FAN u1a.RAMr I QT1 PER SG FT. Y PO(iBE reface 7BD BY SULOM ® R 2•SKLB WRM AROUND PINT" 2' KAXXMM CM 4' MAKXMW4T p �--+ 4' TRACK LkM(T 0 PANEL wib PETER OS.D. Grow Dt1tCTOa IE.tlAAAAn r+� 1 w 1 N" MOIMaO Opt" ORTUCTOR BAT. RAGSAC B[yA� ® e)� C41MCN MOCINIM eNtow Dff"'C"Opt eMAu IM A DRrANce OF NOT LNa l/ ml 4' PmoAW LIdW L1� NAAN AL ON ► TEaPIC E JACK WM YIAD TER TO sM uEVATPD AIR CONDITIONSIS PNCO#Eor M. AW ON TELEVISION JACK CELM WX O J•BOX TO EC SRTORIaD N ACCORDANCE W BOX MANED AS SIGH FOR CT B. MOAM ctLNS FANLIOW ACACCO1WPAI W BOND MAR® AS SUCH FOR p�pp� 34• eCANDtacBAr LIGHT STOP Uy' 16G06GA LkONT *ffSsSVIr ATIM• enn® Y' LIGHT STRIP FLOOD LRSNrt �. OPT. S[IX RTY I T.•AD • PA PMWBURON PON 0440 we Pow • LOCATION OP TV JACKS 4 PHONE OUTLETS A PANE TO BE MOPED . MOM011INER PRE-CONST141CTION MEETING. • ALL S 4 20 AMP BRANCH CIRC ITS TO M AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MM eDlrto( r2an) .Nee 21Bn 2®LL rorclelL !m • LAUNDRY CIR 20 APT DEDICATED LAUNDpUT. • OR . ISLAND (NOT CN KITCMN CIRCUIT) • ORHWANER DISCONNECT TO M LOCKOUT N PANEL • MATNROOI 9X5W 8T PAN TO NAVE MN CAPACITY OP so a" NTERUM@(T PER ELECTOOAL PROVISIONS OF SECTION M8013 IMCS ATJ mlr10A r]M11 • LNSDRY ROOM IEY.QPRACLE SHALL M GROUND FAULT GROUT-INTEOETIER PROTECTION FOR PERSONNEL ON PEEDEm • WmSNS MTMOD SMALL BE NON MTALLIO CABLE PER ELECTRICAL PROVISIONS OP FBCR Aru en rNen) • ALL BOW TO CO -PLY SiM E.ECTIMICAL PROVIROM OF TNm NBC! ATY ®r201'71 • LLL L.Ahr6 aaALL eB AeL[CTED mY mUILMR YID 1N CP LIGwTN6 "AT me eNER%Y BrF1e1dT TTI.I PER Ur-------------------------i COACH L*HT ELECTRICAL PLAN SCALE: 1/4' • P-C' CEILING MTD. LKaNT TO BE INSTALLED, PROVIDE J-BOX FOR OPT, FAN WP Panel MAIN -A PANEL:8/15wp crt breaker VOLTAGE: 12D 1240 V-1Ph MAIN: 150 Amp KC.8 FEEDER: 3-#1 Cu THVN 8 1-#6 Cu (G) In 1 12' C. OR 3- #2A AL THWN A 1-9e Cu (G) In 1 12' C. WIR Pg! lkr Dead en W.1N CI-01 cl,.* Web 0 akr Pas Wka H2 1 m Eaadr Rs NGFIhiUG 1200 1 2 H2 2 20 kda.eao Puna tap ] 5 4 B 53D. A,C 2 R 7 a PANEL -A PANEL: 42 Orl tmlaker VOLTAGE: 120/240V APh MAIN: 150 Amp M.L.O. FEEDER: 3-#1 Cu TIMM 8 1-$6 Cu (0) In i 12" C. OR 3- At= AL THWN 8 1- #8 Cu (G) in 1 12' C. P.I. Bkr M w.d. CI-0 wan. 1N.u1 don akr P.I. VA. 1 m smH ZOO 2 NDD Rap so 2 R 1 m MkIPrM/Hood GFl Iwo 4 / m Sm.K APPN—. I= a 4500 Waor Hsar m 2 610 1 m 0. r 1500 0 F 1 m Db R .0 AFCI 1500 f17 10 1200 a GFI m 1 H2 i m srn 6F1 R.O. aClx 1200 13 1500 q.nxunr C#I m 1 H2 1 15 Foyer I HOk 18W. Q S aW Bah Q AFCI NO 14 5000 Dr rtWi m 2 #10 1 15 0.0en L.mi AFCI 800 Is 1 15 KkOhan. Pm .B Dn sAFC1 900 Is 1100 NH.WGFI m 1 012 1 15 SDSC/OAFCI QO 20 10DO GM Door GFI m 1 012 H2 1 I m Lm ISod #4/OM AFCI 12DO 21 22 1W (birap IEAM. U.L0. AFCI m 1 H2 I Ism. n 24 800 Mono buk. AFCI 15 1 014 S Oa 25 m 800 O. SaWrOen AFCI 15 1 014 s 27 28 spoo. m 30 /0D0 kmgw..or... 2D 1 Hz 3 0 31 32 S 8 0 33 31 � >e ]7 b R 2 35 A/C AH -1 .ar 5 KVA A 05% 55m 08 AO b as 41 62 g . Lo.d - domondea.WldQ ./1.e 18W0 25700 Loadau dt.dameulAd—I.AKao./me mad aCbr CalCuMtkom,: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON-CCNCOEKT LOAD (1P1: GROWDFAULTNIERRIATER bad.uhlallo d.mw fob 4Tl00 Food 10W ue04 A 100% 10000 Rama eels. 40% 1308D Tula AIC lobI INN LOAD CALCULATION 18 BASED ON AK NONJ:OINCOENT LOAD Tea ConnwW Lwdw.n. 33908 TOW Am I=MIT. Wil G.mnl Lightingi Rw. AaeN Load _ Tot. A/C St apt Foot 11211 Uo, A R.o 3 IN / Sq R. 5484 LMa. 1 ateSWA.i 18et"ft 85 TOW L. LI u A P. ono 5548 CkM# Oak Tokelweffi ( onsol Us 8 Ra P-I A 9 817 554d I I I � I I L - I I I I 9 I I I I L I LED LIGHTING @ DOUBLE LAV. O&WIt'S BATH 150 AMP ELECTRICAL RISER NOT TO ecALe. GENERAL NOTE& A ELECTRICAL MATERIAL* AND INSTALLATIONS SMALL COMPLY WT14 ELECTRICAL PROVISIONS OF THE ROOMltM roRION M NI). LOCAL CODES. AND ALL LOCAL POOR COI'IPANY REMIOWArENTS. 15, ALL C INDUCTOM SMALL mE TYPE TWHNIT ILN LMESS NOTED OTMERMSE. POWER CG'TA T ANGPOKIR PROVIDE mo APP. I20/240 VOLT. I CONDUIT UNLESS SERVICE IS PROVIO® OY THE ELECTRIC CO"IPANY. COOMNATE WITH THE ELECTRIC COMPANY PRIOR TO END. i I L I LED LIGHTING SINGLE LAV. R BATH 02 302ro CU. TMWN . 1% CU IN2' CONDUIT OR s 4W . IAA CU IN 2- CONDUIT. TO TEO'INATE ABOVE 8OPPIT . OVEIWANB: CCPeNATION SERVICE DISCONNECT SWITCH AND M ELECTRIC MITER N NEMA SR ENCLOSURE TELEP 4M SEIMLZ GABLE TELEVRION aNTRANq SERVCE mRRANCa EQUIPMENT IIPPE4T IMOIN TEM BG4DNG VENTAGE AT LOW VOLTAGE c4l4EerIGE 1 •4 CU eEEVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OP TFE MIGSLA11H @ILQbl12 nz e»" DIA X S 14 LONG CAPPER CLAD GROUND ROD 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA 0: 0003325 tI WX � b if 6 eA 0 11pi vsDiv aE LOT SILVERADO LOT 18 BLK 18 tonmTo 04128.002 18181 MODrT 4EBB "1828-CALL" GARAGE BWMG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B ` DATE• A=, 03 05 20 BCALE: 1/4"=1'-0" BIi>cH." P Ilk -A E1 2�A. 2' VTR I i i / I \\ \1,i1Imo' KITCHEN 2, aw LW i 7y AUTO VENT 2- in 1/2' �vII p lII we 2 lln2 ' I ' , L I LAV3 TUBAV I1�3 3 II tX 2 81-mm 1/2' 3. 3- 2 WASHER rl PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE, 1/4 " P-C' TO 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77448078 FAK 407-774.4078 www.abdosigngroup.com AA M: 0003325 8 �a atMDM ae I47 SILVERADO LOT 18 BLK 18 PItO""* 04128.002 18181 MODELc 4EBB "1828—CALI" GA1lAGE 8 IMG: LEFT PAGIC. PLUMBING PLAN 150 MPH EXP. B PaINT mm"' DATjL. 03/05/20 8CAIX: 1/4"=1'-0" 8*ErET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAD A MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL DLDG. 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 13E LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20M) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FDC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. DATHROOPIB CONTAINNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FSC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS SHALT. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL DE PROVIDED WITH BALANCING DAMPERS, 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENA AIR RETURN SUCTION AND LIQUIDAIR SUPPLY REFRIGERANT LINES AIR HANDLEREXTERIOR I WALL 3/4' PVC CONDENSATE DRAIN LINE EVAM TRAYy PVC SLEEVE TO LNES BELOW SLAB REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FECR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FM. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS ///--- REQUIRED INSIDE / SERIES NICKEL BRASS TOP CAULK / P,V.0 OPTI/SPEC n4FL00R SLAB CLEAN -OUT (TY LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TM24K l BALANCING DAMPER OR ODD O CEILING EXHAUST PAN CEILING EXHAUST FAN s LI3WT O/A OUTSIDE AIR ® THERMOSTAT T9 PASS-THRU AIR GRILL CURES AP TO 0ON S CONDENSER UNIT SIMPSON WD ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) PDXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAN CONO. BRAN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING r�.TENSION E SPEC. 'XS' CONC. TING OR TO SOIL WASTE ASQUIRED ■ a EXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE, 1/4 " I'-0' NOTE. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. �l 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA M: 0003325 o 0 ' BUDDIV. k RAT. SILVERADO LOT 18 BLK 18 PROJECT# 04128.002 18181 MODEIA 4EBB "1828-CALI" GARAGE 811I MG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B D TZ 03/05/20 MICALE: 1/4"=1'-0" IIIHEET M1 IF 2X4 TOP PLATE PRE-FAB TIM" V2' CLG. BOARD 1/2' DRYWALL TV) - SECURE BT. - PLATE TO SLAB W/ IOd MASONRY NAIL • 32' G.G. MAX FIN. FLR 2X4 WOOD STUDS 024' or_ SLAB MW I C: 0 1 ULM IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TWAN1 7A' nr_ TYP. INT. WALL NON—BRG. DV SCALE, 3/4'-I*-V FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE ,4 PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONSTYP' O.H. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,5/8' GYPSUM 61 OR 1/2, wow STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS zA PIPE THROUGH BOND BEAM D1 SCALE.3/4'•1'-0' SEE ENERGY CODE FORMS NSULATION R-VALUES I RENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' cm 1/2' GYP. WL. SO. - WOOD BASE — FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC FRODUCT, INSTALLED PER SECTION RW5.1.1 ON OAS. 8-EATHINO OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IF2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FL.R.�_ — — 0'-0' FN. FLR 4 A W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLS 2:4 1—STORY HIP BLOCK WALL (( ) LLAAYERIUNDERLAYMETO LESS THNT SYSTEM D1 SCALE, 3/4'.I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 FM &M LN B GAS LINE THRU BLOCK vr.f FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R%ft.i.1 ON J' OA 5. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-0' 1/yTYP. MTL. DRIP EDGE OA.. 2x FASCIA PER ELEVATIONS VENTED 8OFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1 I*, THICK 2 COAT - FOR"Ato ClMpit FLMTm APTLRD CollemY TO MAeOWr LOW JAM FIR FmO=T AFPROVAL 1011 TO ACKV sr. CCM 9MAO Y GTN Mt eTRIG1IA�AL POI! RIN'OIC@fIT L,A F.T. ap ATTACI1110 TO FILL GILL Y Fes! APPROVAL PiQ @MALAWI BAoaR woo a GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-O' 2x BLOCKING BETWEEN PER STRUCTURAL DEW STIFFBACK AT ALL UPRKsH PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES PER ELEVATION \ 5/8' GYPSUM BOAR OR 1/2' NIGH STRENGTH CLG, BOAR 1/2' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FILM 8' CMU a a ti < a: �W/ WINDOW OPENINGWINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RREFERENCE STRUCTURAL 4x2 P.T. FURRING STRIPS • 24' O.G. 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS 814NGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905J.1 ON j' OAS. SHEATHNG OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU J 0''0' FN. FLR B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,5078 FAX 407-774-4078 www.abdesWngmuP•com AA S: 00=25 8 IIC � � t aQ�l � � iiiTTTSSS y �toil o !;40 OUHDIV. 4 INT. SILVERADO LOT 18 BLK 18 PROJECT# 04128.002 18181 HODEIA 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B F-PRINTDA 03/05/20 SCALE: 1/4"=1'-0" OFIEET D1 a� Of 2X6 GARAGE DOOR BUCK UI/ (5) ® VW A -BOLTS 4' 6"CEDMW MIK 1=ULA"R AND NR vNLLY FROM R.00! TO GARAGE DOOR Mot IN JOWS "Dom TO FILLN& 1-2X6 FT BLOCK • C94TM OF ® DOOR HEADER W/(I))M'XS' J-BOLTS W EMEPMENT UV 2'X2"A' WA"R AND NUT. WHERE GARAGE DOOR 1 BUCK ATTACHMENT 4W. trr-r.i CMU DRYWALL 4' OR I'X2' P.T. NAILER ❑ SECURE THR'U FRAME 4 EXTEND I-Y4 INTO BLOCK ❑ W/ ()(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 IS'OZ. MAX SPACING 'DOOR CASING 'DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 NDO A WINDOW TO BLACK 3 4 OR +5 4 E. KTA. 2X4: m SECURE TO BLOCK W/ Vo- TAPCONS OR (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 18' OJ:. MAX SPACING. 2X6,m SECURE TO BLQI,K W/2•%' TAPCONS(MK SbANK SIZE .145 MIN. HEAD SIZC*O MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8• CM IS' O.C. MAX SPACING. Jf' DRYWALL 2X8,com ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO 15LOOK W/R-HJ(s' CASING TAPCONS (MIN. SHANK SIZE 445 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. IW O.C. MAX SPACNG 2X4m SECURE TO BLOCK W/ ' TAPCONS (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT Ow) WITHIN 8' OP EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-2U(s• NON-STRUCTURAL V TAPOONS MBEDMENTT (MIN. SHANK SIZE .445 EM15EPN MIN. INTO BLOCK MIN. HEAD SIZE 300 E MIK EMBEDMENT i Y41 ED' CMU THIN 8' OP EACH END 4 ' RYWAL WIL 18' O.G. MAX SPACMG 1 4' OR i'X2' P.T. NAILER 2X8me SECURE STO BLOCK W/2-V 36' OAJS. X 4' MIN. TAPCON (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLU 15 JAM15 (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK 51/5 1p" B 11 — 8 C SCALE, N.T . 2X4,m SECURE TO 15LOCK W/ W6- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 900 MR EMBEDMENT I Y4 ) WITHIN 8' OP EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%, NON-STRUCTURAL W6' TAPOONS TAPCON MIN. I-Ys' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. LEAD SIZE 300 MIN. EMBEDMENT I Y41 8. OrrpU WITHIN 8' OF EACH END 4 )j' DRYWALL 18' O.C. MAX SPACING a 1'X4' OR I'X2- P.T. NAILER SECURDca�E SECURE TO BLOCK W/2-i(.' OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMD OR WINDOW MIN. EMBEDMENT I Y4) IM TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO BLACK 1 +2 1�4" B nmw TO BLOCK +1-1 1 omw TO BLACK +2 1)/e SCALE, KT '� SCALE: N.T . 2X4a SECURE" TO BLOCK W/' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4), WITHIN 8' OF: EACH END 4 STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xim SECURED THROUGH SECURE TO BLOCK W/2-'NON-STRUCTURAL rlfr' TAPOONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8• CMW MR EMBEDMENT I V) DRYWALL WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. ❑ 'X4' OR 1'X2' P.T. NAILER 2XDcm SECURE TO BLOCK W/2-%- TAPCONS DOOR CASING SHANK SIZE .145 MIN HEAD SIZE 300 A(MIN. MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 1'. OC. MAX SPACING MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" %•1 WINDOW TO BLOCK +3" �"JbCALE, N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-)1L4• NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. G'�R,I WITHIN 8' OF EACH END 4 Jj• DRYWALL 18' OZ. MAX SPACING. 2X8:m ❑ I'X4' OR I-X2- P.T. NAILER SECURE TO BLOCK W/2-%-' 2ND 2X SECURE TO TAPC.ONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/l2C WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN, EMBEDMENT 1 Y4) CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW IW O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR JAMB TO BLACK +3" F' SCALE, K U3. A TO BLADCK +3" 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OP EACH END 4 MUST BE ON OUTSIDE 4 18' 04. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL ib' SECURE TO BLOCK UUA-1/4' TAPCON MIN. I-Yi TAP'CONS(MN. SHANK SIZE EMBEDMENT INTO BLOCK i45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 • DRYWALL WITHIN 8. OP EACH END 4 18' OZ. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8® ❑ SECURE TO BLOCK WA-114' ' DAD. X 4• MIN. TAPCONS (MIN. SHANK SIZE .149 DOOR CASING 00 MIN. HEAD SIZE 3 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW 6ATTACH WITHIN 8' OF EACH END 4 TO 2X PER IS. O.C. MAX SPACING. MANUFACTURES DETAILS. N0,4 MM Y rm40 TOliL� JM� tW nor o,c�X'� DOOR JAMB TO BLOCK +3-7/16" G BLACK +3-7 IS" ALE: KTJ3. 2X4m SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACINGS. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4- NON-STRUCTURAL V TAIRCONS TAPC0N MIN. I -), (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 Jf' DRYWALL IV O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X84mo SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCCNS OOR CASINCs (MIN. SWANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4"—ATTACH TO 2X PER 18' OZ- MAX 8PACMG. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" A +3 3 4' H SCAL : KT . 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX- 407-7744078 www.abdosigngroup.com L AAA: 0003325 Q p 6Cii 7 of O aUNDM Ae LOT SILVERADO LOT 18 BLK 18 PROJECT# 04128.002 18181 MODElc 4EBB n1828—CALI" GwiewcE aWMG: LEFT PAGE: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12473.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10417.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10S31.20 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 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 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 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 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: 01/08/20 1441 N: RONALJREAGAN LONGWOOPH: 407-FAX: 407-wwwAbdosiAA 8: 0 w jaaa x J K�K 6 a BUIDDIV. de LOT. SILVERADO LOT 18 BLK 18 PRon=Tp 04128.002 18181 MODILie 4EBB "1828-CALI" GARAGE BW MO: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B DA 03/05/20 aCALE: 1/4"=V-0" PtINT BJIiEET D3 PIEPOR MED CONTROI. JOINT FLANGE OF CONTROL JOINTS BE WIRED TIED TO LATH - 6' Or— MAX (VERT.A bum DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES WV CON � �JOIIM TO TEMP. DURING INSTALLATION -- FASTENEIE TO BE 6P - T' OG MAX VERTICALLY ,-ill TNR3 ENT COAT CEMENT PLASTE WINE LAYER 9. FOMMSER BUILDING PAPER APPROVED METAL LATH FASTENED n• (VERri OA:. MAx AT SUPPORTS WPM LAYER % STUCCO WRAP WOOD SHEATHING LATH SHALL NOT BE 0"INU 16 v ro r• r• ro r• THROUGH CONTROL \ 1R JOINTS BUT SHALL ISE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C063 PLACEO FLAT MAX. 6' TO d T.IOLt FIROI'1 CONTROL JOINT WHEN \ "I CONTROL ONTL JOINT FALLS ON FAS�f@!R& FOR LATH TO R& NAIL& OR- —� i 6TRUCTWRAL STUD STAPLES IN COMPLIANCE Wr ASTM C1063 2. WIRE TIES TO BE (Na 10) 0041&• WIRE �^ 1 BLOQCMS SHOWN MAY OR IN ADOITT \ TO WALL STUDS REMIXED PER PLAN n"M" TYPE CONTROL JOINT O.10.E -aMIO. A. A O I AMD F6I0O - Pr. A ®R&p 2. ONAN . Pr. S PO-0 tk2IZL APPROVED BUILDING WRAP SMALL BE LAPPED A MINRRPT OF 4'x4' SELF ADHERING ING MEb 'RAME l 6' • VERTICAL LAPS [ROLLMA04M !COMPATIBLE W/ MOM7� �.LS_ ASEAMS NEED TO BE TAPED APPROVED MOUSE WRAP. LATH VERTICAL LAP TO BE i' WITH PORTBIER SHEATWM2 TAPE \ 1' on LESS PIPE / \ Fl3ETRATION / r nra LAr . METAL un1 \ ric X X X X X X — — — — — CUT AND OVERLAP ONE SIDE OP / METAL LATH SELF -ADHERING MEMBRANE —J IT PLASHING 01 WRD LAYER'L I 'THPLASTER3 COAT CEMENT STEP 6nNreo WPRAP METAL LATH r• nw rAreE e H r , / I WRIS LAYER 4, FORTFIBER WRD LAYER -2, FORTIFIBER BUILDING PARR \BUILDING PARR UM 6Ao RAP INSTALL FASTENER& (CLIP6, 1 WOOD SHEATHING STRAPS, STAPLES) A6 I / \ RPMIRm TO 6COm PIPE) WIRE TO FRAMING 2 6C.4LEr I IQ'•I'-0' ® KICKOUT DETAIL MOTH. SIDE LAP& OF METAL PLASTER BAGE6 SWILL R& SECURED TO FRAMNNS MEMBER&, THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-N (121-MM) WIRE AT INTERVALS NOT MORE THAN L' (221-MM). AS PER ASTM CIM3 Ts1 FOR REPAIR OF TEARS IN WINE LAYERS, YEARS MAY BE PATCHED WA40UN WRAP TAR PER M~ SRC. OR PEEL P STICK WOOD STUC SHEATMNG STUCCO . un+ • TARE 4• STEP 02 6'x6' SELF -AP EIN S MEMBRANE PLASHING (COMPATIBLE W) MOUSE WRAP MATERIAL.) OVER 4'x4' SELF-ADFERWG MEMBRANE PLA6411,12 OVER APPROVED NOIRE WRAP. Fl-d6HN& TO EXTEND ONTO PIPE am LAYER 9, rommBER SWLDNM PARR METAL LATH 6'x6' SELP-ADHERING M®'TBRANE PLASHING OVER 4'x4• SELF-ADIE0046 M OMIBRAE FLASHING OVER APPROVED HOUSE WRAP. 4'x4• SELF-ADFERNG MEMBRANE FLASHN2 OVER APPROVED W CONT. BEAD OF 61ALANT INSTALL APPROVED W=IMIRAP AIR ELASTOMERIC COATING OVER 61UCCO/ QV. FINISH (SEE TIT WALL SECTION) SECTION BllsflXr PER SE(AinCTION RtoP.T enl pRNYA10 FJdenor use of porlW W c~ Plaster 0.0 comply *th th. appllrAllon requirements of ASTM C 92e-12A. Inatapetion of emerlor lfl" end fn.Wrlp shell c w ASTM C 1033-12A. OF OLPPWPbKWJV- (a)L-►sNwo-Fr.A }', WOOD SHEATHING ORCMU M. XxOAE a Pc 6 a usual . Pr. s �. --WIRE) LAYER "I, a CNIAE. FT.0 i STUCCO WRAP (FRAME ONLY) 1L DN.W a R. C y a TOLDPt.Owo aor�ron fLwtlR r THICK, 3 COAT CEMENT ® PLASTER (FRAME), 1/2'COAT LEGEND CEMENT PLASTER (CMU) RR METAL LATH (FRAME ONLY) r LAP 6 TAPE OVER DRAINAGE PLANE (WRB ROOFNI/WA ALL SCREED �. "MR Tiow LAYER 01, STUCCO WRAP) J•TW 3=ATXEMENr ? 5'XS' 'L' TYPE CONTINUOUS WRB LATER *2 (FORTIFIBER — — — — — — CW4WFLXnw7A wfoo.Ar F GALV. METAL FLASHING XTNMNI M.XMaXO•E) Z (NAIL TO ROOF DECK, NOT BUILDING PAPER) guL LATER �, FORwu O i0 WALL SHEATHING) WRBL 12PAPERrwW7atn METAL LATH wIRBLAYERti �+ CAP SHINGLE - DO NOT NAIL, X-X-X-X STUCeo uPenPrlw,rE PLY) INSTALL WITH ROOF CEMENT fX uTRN A euLDNXa WRAP aTIRNrLN&MLMtlS RTQ «"e f MLY) STUCCO [ C*tcm CEMENT beW&L� �I I ROOF —ROOF PER ELEVATIONS WOOD SNEATI—IINCx �_� g(M SELF—ADHESIVE FLASHING NOTE: — — — — — — NOTE METAL LATH: LATH TO BE PER SECTION : �Rtiaw °" R103.1.1 / ASTM C-841-013, MIN. 2.5 LBS. T mPER SQ. YARD (UTILITY OR NOMINAL «.oaf.■ ROit7.Y Aorw Q Now a ow SOW, oVsaAr YMLL MaWRrc„aXN "�°""tjNCH LATH DOES NOT MEET SPECIFICATIONS) PAOM 4' NlrJIYWOKLT T.sou aRAP '"""'°�"�`rJ "L" FLASHING N.Tb. /i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.00m AA 1P: 0003326 1 E MAN aQ OR N 4 al mm aysa:v e6 LOT: SILVERADO LOT 18 BLK 18 PROJECT# 04128.002 18181 MODEL: 4EBB "1828—CALM" GARAGE SvWnXNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B FL•r" 7 BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6EaJENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES. & TOP VENT CAP 16 TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINT6. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND NTERSECTION6 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 8IDE6,' CAULKING • JOINT ALL AROUNDYs PER SECTION R703.7 Exbrbr lathing and pbebring Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER M, i ,.x: , I , STUCCO WRAP ' HOODED VENT . t. THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-841-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASH 3 UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE- FLASHNG (INSTALL PER MANUP. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METE! VERIFY LO fiiCGN IV ICG(�GIVG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED HOJSEWRAP FOIR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDCsE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC m®r } 14MMINquaI IId WOOD SHEATHING 4M LAYER 9, STUCCO WRAP W IS LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH •1AY TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL i'B R • '1' OL. MAX 36' TOJI' MID -WALL IILEP SCRaaD ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYN (�4 HORIZONTAL WEEP SCREED FRAME ,TO BLOCK 8' WRB LAYER PI, STUCCO WRAP 44777 CUT 'X' INTO q. SELF -ADHERING Y MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UJRB LAYER STEP #1 5TEF #2 LAYER 01, WIRSTUCCO STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER STEP #3 ®MEMBRANE PLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #�' ELA IE VE COATINTIN G OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) 2 METAL LATH STEP #5 STEF #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 t u AM c k S O y E1IUHDIV Ae LOT'. SILVERADO LOT 18 BLK 18 PROJECT* 04128.002 18181 MODEL 4EBB "1828-CALI" GARAGE 91rING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B Is TM 03/05/20 CALE:E1/4"=1'-0" UFIET WA2 Imou"Novi DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -T WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k2v21, CORNER BEAD (FASTENER 4 SPACING ® l' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH; 407-7746078 FAX: 407-774-4078 www.abdoeigngroup.com AA N: 0003325 0 �a i sysDm as LoTil SILVERADO LOT 18 BLK 18 Pltoi=T* 041 8.002 18181 MODEit 4EBB "1828-CALI" GARAOM 91RN0: LEFT PAOs: WALL ASSEMBLY DETAILS 150 MPH EXP. B pmNT DA77. 03/05/20 sCA=: 1/4"=1'-0" siIEST WA3 LEGEND DRAINAGE PLANE (UJRB LAYER al, STUCCO UJRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING mares TRucTION v- Uf= "ATHM WFATWNR DAAMICR �SISTIVE ArAM FUMTIVE / \ X�T Y iiDIN4 / R HERMG AGWOO R M d I�E61aTIV! STARTER STRIP / \� �\ D41tlVtllR a IMe16TIVE V WUP--AD/ERING FLAORM OALV'D METAL C.AL V - 'r PLAS14M on DOD Tmm FRFIOIR EAQ 1 ' X S' SMIY.ATED TRM MEI'DEI! OAP UVC.NAXM \ � / OR APPRDYW GRALAW SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdosigngroup.com AA #: 0003325 �a 0 r R1XE axmDIV. so LOT SILVERADO LOT 18 BLK 18 PROJECT* 04128.002 18181 MODEIA 4EBB "1828—CALI" GARAGE 81WWO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 6 DATA 03/05/20 SCALE: 1/4"=1'-0" s EMT WA4 1/8, TEXTURED Y FINISH • WOOD,`:: 1/2' TEXTURED a x — — --- - y ... ._._r ....... .. 2x6 SUB-BANV FINISHCm ... /....r..../� W/I'X4' NOTCH ® METAL LATH x x x x x x x x ____ END, WRAPPED IN j I PEEL 4 STICK METAL FASCIA wRAP � C BHEATHMCs x x x x x x x x x x x x � �11 UIRB LATER'I, x x x x DRIP EDGE j I I.. 11 co StucWR4P(FRAME oNLn WRB LATER 4, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x x x x x x x x :. FRAME OR 1/8' TEXTURED (FRAME ONLY) x x x x x x x x x x x x x CMU FINISH a WOOD 11 1/2' TEXTURED \ 2X6 SUB EuwD m �� CEMENTx x x x x x x x x x x x FELt PAPER FINISH ® CMU 11 x x x x x x x x x ! oI�P EDGE x x x x x x x x x x DRIP EDGE ' METAL FASCIA 11 I, WRAP YS' FROM 11 METAL lack our ©PLAN j3 x x x x x x x x x x x x x (REFERENCE POINT OR WALL ONLY F LEOFF II ;+ STUCCO, 1' FROM 11 ; % ; = SET OF `- --- % WOOD WALL 1 EXTERIOR WALL METAL FLASHING, WRAPPED r� (FRAME OR CMU) tl'_L_ 1 MIN. Y4' ABOVE BOTTOM OF — 1 y, DRIP EDGE 11 NOTE: NOTCH FOR 2X(o 2x SUB -BAND SUB BAND ONLY ROOF KICK OUT REMOVED �\ 11 FOR CLARITY WIWx4' NOTCH END, WRAPPED IN Al1 ROOF DECK (BEYOND) PEEL t STICK 'ROOF CEMENT m DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) O OMITTED FOR TEXTURED FINISH ® CLARITY ��\I\ WOOD, 1/2' TEXTURED SUB BAND DETAIL 0 WALL FINISH 0 CMU - 2.9, SUB -BAND W/1'x4' NOTCH +� END, WRAPPED IN PEEL 4 STICK ® L V It (ON METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3. x xxx.. x x x xj4 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 .:...,.°...: ,. ....- .. . FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT o 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 WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-0' xxxxxxx x x x = = DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/126 NAILS 6'-8 x x x x x ONLY. FOR WALL OFF O.C. MAX. x SET OF COMPONENTS) 2x SUB -BAND Wl%"x4' NOTCH *END = ', METAL FLASHING, WRAPPED MIN. Ya ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/11�'x4' NOTCH ©�L.,`->l�l A DRIP EDGE D IN FEEL 4 STICK EXTERIOR WALL 'ROOF CEMENT (FRAME OR CMU) ROOF EDGE ITTED FOR SUB BAND DETAIL® WALL CLARITY W/KICK-OUT 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7748078 FAX, 407-7744078 www.abdesigngroup.com AA0:0003325 c u a Q aysD:v. A. LOT'. SILVERADO LOT 18 BLK 18 PROJECT* 04128.002 18 81 MODEXA 4EBB "1828-CALI" GARAGE 81►MG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B DATE 03/05/20 MICALE: 1/4"=1'-0" WA6 39'-8" 281-8" 3'4" 15'-10" 9'-6" 9'-8" '-4" FM-12X12 I — — — — — — FM-12X18 • 11 I §I 4" CONC. °^ N I SLAB Nxi w F-24X24� J a 1,-0"-3 12 I 1,4 1.1 EXTEND FM-t2X1B 1 SLAB 1 12" 1.1 I 11t I €' 9 SLAB I� I I I I •I I �I LLI I• I -0" 4" PVC CHASE L TE-1 — — — — *-5 112 tr-B" Y-B" I IL• EXTEND 1 2 SLAB 1 1/2' 1.1 -- 1.1 FM-12X18 I� ri 4" CONC -1 l0 w SLAB I I l a $_31 J LLI 712 q b 1.1 '7 1 1 FMC-12X18 FM-12X18 FMC-12X18 L 1.1 FM-12X18 1.1 J 4 4 .1 .1 2'-8" 16'-0" 2'-8" 4'1" T-10" 10'-2" 21'4" 14'-W 39'-B" 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. S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING, 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #.5 BAR, MINDICATES #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 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6X6 W 1.4XW 1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 7E-1 8' - e + "-0" FM-12X12 12" CONTINUOUS 12" - ( s + 0"-0" FM-12X18 12" CONTINUOUS 18" - O #68 No'-o' 7716X18 16" CONTINUOUS 1 - a + 0"-U" FMC-12z 12" CONTINUOUS 1 " - e VARIES - 24" 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 94 A 8S 4a 40 stmDIV. ae LOT SILVERADO LOT 18 BLK 18 [Pnoir.cTp 04128,002 18181 >1coaEL: 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B ROOM a MMC AMA AR NO l93M DATIC. 03/05/20 BcALE: 1/4"=1'-0" 814 CZT si 30" MIN. EACH WAY MONOLITHIC FOOTING Z yy Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED •" — � Q CELL SEE PLAN FOR SIZE AND d a O CELL SEE PLAN FOR SIZE AND v 'o d 0 SPACING REQUIREMENTS ?- C. u' SPACING REQUIREMENTS Lu 1P GARAGE DOOR � w � w � !j RECESS j C a FNI M taA - Z 8"CMU WALL 0 to 8" CMU WALL, CORNER BARS, SAME SIZE AS BAR I W w B" O Z IN FOUNDATION WITH 30" LEG EACH ,; 'I w = +- 0' -0' - TOP OF SLAB +- 0'•0" TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS ' ... "I SO THAT THE STEEL REINF. IS CONTINUOUS N /Vj1 a EXT. PORCH SLABCHAMFER SEES BSCHEDULE BAR SIZE 48BAR DIA. - V RI SI"IMASONRY SEE SLAB SCHEDULE TOP OF GARAGE MATCH AMOUNT OF CONTINUOUS BARS v. CONTINUOUS STEEL MONOLITHIC CURBFOR UNITS SET �Lp. W/ 1/2" ISOLATION (WHERE 7AND (1-STORY) #3 18" CHAMFER (2-STORY) EXT. PORHAMFER W/ 12" ISJOINT 1.7 (1-STORY) CHAMFER FOOTING REINFORCEMENT SEE SCHEDULE AT ELEV: p4r Z #4 24" SCHEDULE SC #5 30 JOINT (WSCHEDULE APPLICA "TORY)APPLICABLE) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE #6 36" xD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY AR QUANTITY NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), LINO #7 42" P EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" n G scALE:3/4"=1'-°" %� CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 J SCALE: 3/4"=1'-0" `+ SCALE: 3/4"=1'-0` LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ I6d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN w p y I 2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED 1 v) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0- SECURED W12- PART SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. WIFLANGE @ BASE g S EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO � Q 8", LINO PLATE EPDXY 5-12"EMBED. MIN. i6" OC SLAB WI10d MASONRY 4 0 FOLLOW ALL MANF. 0) SIM SPH4 SPH6 MAX NAIL 16" OIC STAGGERED. K SPECIFICATIONS FOR rn ¢ ANDSON BTM AND TOP PLATE ADDITIONAL METAL = U EAND ( ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4)1/4" X 21/4" r m PREPARATION OF (7 v HOLE. COMMON NAILS FILL ALL y REQU RED WHEN NO U) UPLIFT IS PRESENT. TAPCONS w HOLES, DO NOT USE 10d wLu . x 3" 0= SEE SLAB SCHEDULE SEE SLAB SCHEDULE 0:0QQ�0 Q � It. TOP OF SLAB TOP OF SLAB 4"CHAMFER (1 STORY) •- 6" CHAMFER(2STORY) e: :e• ..e EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE:3/4"=1'-0" MONOLITHIC FOUNDATION 7 INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 8 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING m WALL W/ SYP No 2 STUDS SEE Q ^ PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 0 0}- BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL m t Q w i6" O/C STAGGERED. m 0 ADDITIONAL METAL v a CONNECTORS NOT K rn REQUIRED WHEN NO O 8" CMU WALL UPLIFT IS PRESENT. m Z 0' " _ POURED LINTEL CONT. (TVP.) 1ne„ 8" CMU FILLED CELL (TYP.) - TOP OF SLAB SEE SLAB SCHEDULE .I• 2X WALL FRAMING SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0" Z Z — • MINIMUM EMBEDMENT INTO TOP OF SLAB a• "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • •- •' �-a POURED MONOLITHICALLY WITH y -- — r FOUNDATION AND SLAB `�'—^y""-rs SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL AND COL. PAD � BLOCK WALL CONNECTION 3/4"=1,-0" (NO UPLIFT) &FO209TIlLNG SCALE: 3/4"=V-0" 1 1 SCALE: 3/4"=1'-W i N. RONALD REAGAN 81, LONGWOOD, FL 32780 PH:407-1746078 FAX: 407-774-4078 wwwAbdeoWgroup.com AA #: 0003328 �a h y 4 a till BUNDiV ee LO SILVERADOT: LOT 18 PROJZCTBLK 18 p 04128.002 18181 MODEXe 4EBB "1828—CAld" GARAGE 8111/INO: LEFT PAGE: DETAILS 150 MPH EXP. B DA M-: 03/05/20 8CALE: 1/4"=1'-0" 8►*go= S1.1A DOWEL PLAN SCALE: 1/4" = T-0" 1 N. RONALD RFAGAN Bl LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwAbdesigngroup.00m AA A: 0003325 ^ M $ a Q ' JJ W Ill J 8vsaiv as LoT SILVERADO LOT 18 BLK 18 PROJECT�L 04128.002 18181 uOaErt 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DA M 03/05/20 scAra: 1/4"=V-0" 811MET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BONOBEAM VARIES PER ELEV. z_ N "I as O CLEAN OUT REQUIRED FOR INSPECTION 0'4 FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z0 U #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTALNERTICAL 0-71-m-N 4"=1'-0" - Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Sc G SPACING REQUIREMENTS mW U wO Z 8"CMU WALL .- 0•-0. .- O,-0. LAB TOP OF S a TOP OF SLAB Z SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 5 > e EXT. PORCH SLAB 4" CHAMFER(iSTORY) #3 18" in O n W/ 1/2' ISOLATION 6" CHAMFER (2STORY) U JOINT (WHERE • #4 24" APPLICABLE) Z MATCH STEEL #5 30" 8" PVC CHASE i REINFORCEMENT PER SCHEDULE #6 36" THRU FOOTING tti 6" PVC CHASE THR U FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4CALES :: 3/4"=1'-0" #5 BARS 1 Elij CMU UNIT DIMENSIONS ®6 ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4"=1'-0" i"I N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-7748078 FAX: 407-7744078 www.abdealgngnwp.com AA#F.0003325 1 gg tj NUDDIV. AC W SILVERADO LOT 18 BLK 18 PROJECT* 04128,002 18181 MODSLa 4EBB "1828-CALI" OARAOS SInNO: LEFT PADS: DETAILS 150 MPH EXP. B 202[ FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE W xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 Bx8 (1)#5 = N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �F SAFE LOAD - POUNDS PER LINEAR FOOT SAfPLF SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SITS eF24ae eFbae ewaa TYPE LENGTH SUS 8F8 ROMU TYPE LENGTH NO -IT M*T W1z1T Mast IF014r ews2r 020IT 301JA2r 02HT es2W mWIT WAff Wszv NEW 34T (42") PRECAST 2281 3'4Y (42') PRECAST 1028 1024 16BB 3'4' (42ry PRECAST ,m 2m 3m 4m em 6132 7es1 ,m bes ww 4304 em e,w Tao, 4'-0• (48') PRECAST 1968 4%V (46•) PRECAST 785 783 13D9 W-V (48') PRECAST ,m 9m 8m bw 4m em eon 1m 20 3m 30t6 46n 6m em 4'$ (64') PRECAST 1�9 4'4T (54') PRECAST 592 691 1073 44T (641 PRECAST tw7 2m 2n7 sin 4043 4711 em tsn bw VW 3M 4043 4M San S-r (64') PRECAST 1217 FW (841 PRECAST 411 411 746 8.4' (84� PRECAST isle 171 eve bee 3m 3b1 4m 1ae 1716 2m bw awe sen 4m 8-10• M PRECAST 1082 8-1(r (78') PRECAST 340 339 810 8.10' (70') PRECAST m / ww 3107 SW 4188 m ten we0 2m 3107 3m 4138 841 (7M) PRECAST 908 84T (7S9 PRECAST 5D7 721 490 84' (In PRECAST m t bb 3M m 2. m 14v Im mw 27es awl m2 T$' On PRECAST 743 T4T Mn PRECAST 47A 534 363 7%r p(n PRECAST m t 1 2m 3m 72'7 1=4 Im 2m 2Y6 2w sw 8.4• (112') PRECAST 564 '. 8d" (112) PRECAST 320 612 23D W-C (1127 PRECAST en 70 1I 1474 /et 21s bes 3w m Isis teas /m 22w 2m 184T (12r) PRECAST 476 18$ (126') PRECAST 254 401 1S0 184• (IW) PRECAST m m lie 1 1N1 1 26H m m ties 14R 17w 2m 2m 11-W (136) PRECAST 382 11'�4• (13n PRECAST 280 452 154 11'.P (13n PRECAST 474 m m less, 10 161 1761 4w em 1 1372 IM Iwo 21n 17-0' (144� PRECAST 3" 124• (1441 PRECAST 244 402 137 174• (1441 PRECAST 4n m 7b m 11 t IN 470 m W. lm j , law, 2mgs 13'4• (1801 PRECAST 2Y8 '. 184' 17807 PRECAST 217 824 110 13'i' (160y PRECAST 410 m w7 m m t tm 4w m m 11w w tb7 1/'-0• (188� PRECAST 27B 14'4• (16n PRECAST 296 203 100 If-W (16n PRECAST m m m 72t m 1m 00 4b 717 1m 1 1 tes7 IV-r (IM PRESTRESSED NA 14'-0' (178) PRESTO N.R 284 91 14'-0' (178') PRESTRESS, m &e m m m m m m m m 16/ 1ISI 1734 IV4. (184.) PRESTRF$� N.R. 18d' (184� PRE$TRE88ED N.R. 269 6S 18�' (184, PR68TRE88PD m m 343 m 4w Ole ev m m I oil 7a34 1m 1T4' PIT*) PREBTRESffiS1 NR 1Tl• (208•) PRESTRESSED N.R. 194 64 1T4• Mr PREP 1w 1es m m 4W m m m m ne I2/1 e73 1473 18.4' (232') PRESTRESSED NR 184" M PRESTRESSED N.R. 148 52 1?d' ( ') PRESTRESSED IN 7N m m 4N m 4n m 641 Mt N7 7O 12s 21-W (26B') PRRITRE88ED N.R. 21'd• Mn PRESTREBBED N.R. 125 42 21'4• ClOn PRESTRESSED 142 742 201 ffi es7 373 m 6v m 721 m m m im 2r-W CAC) PRESTRESSED N.R. 2T4T CA41 PRESTRESSED N.R 116 40 22'4' (TMi mwnuBED f37 is te7 m m m m SO 49 m m m m m 24'4' Mn PRESTRESSED N.R. No Ce68') PRESTRESSED N.R. 91 33 244T On PRESTRESSED 724 124 tie b2 2v 37s at2 4w 4te m m 767 w7 m tb m 400 m m Mw 1m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CA87CRETE MAY 2016 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM V OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 0�0000L0�1 oo�mmomi o�oomom, m�m�000' mo��©mom: 000 iII.7®�ODOm 0®�m000 0�00©�0 ommoo�� OD000m0 om000��n o�ammo®o O�mm000 00���00 ®Om�m�O ©OmmO®© �Om00�� ooaoo.00 ®ommoo ���000m oost�am�® 0000000 0�00��0 o�©o©oo i #m -- ——— �— — --------_.------.----1T/-- --��_— — — — — — — .�' 8FI-1 TI SF— T(O 1 01 f GT <r.. .� 8F24-1T/OMlOB N, i 1 4.1 ol aka 3 ) ( a ( ( � 0 � ( ( ( ( ( g ( ( �co cN LL� R UNO, PROVIDE BBt WHERE ;f ROOF TRUSSES BEAR, TOP ( p OF WALL EL. 8'-8", UNO. ( ( L — — — — — J 1 m � � � e �S1 1 � ( 4p �'N 8F8- 3 ( 1T/OM/OB �3 1 ( ( +a, ( "w 8RF6-1T/0M10B 8F28-1T/0M/0B "`" 8F16-1T/0M10B tea,--r..-,------ :-- — ,.------.--u,: .-.—.� �-----------: „�---- .---.:e. LIFT BEAM PLAN SCALE: 1/4" = 1'•0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-774�4078 www.abdosigngro'up.com #: 0003325 •. a � ZWZW ap, t: � eG r0 d 5 st,7sDly Z LoT SILVERADO LOT 18 BLK 18 PROJECT# 04128.002 18181 MODEis 4EBB "1828-CALI" GARAGE SM/ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 0 2021 a caa N �I PRINT 03/05/20 SCALE: 1/4"=1'—O" SHEET s #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x6" b i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 1#5 AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 95 BAR IN EACH COURSE. TYR 811x18" S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE REINFORCCIF BOND BEAM IS OMITTED AND A ING OR THE OTTOM BOND BEAM STEL TOIS PLACED. THE STEEL 1#5 BE CONTINUOUS THROUGH THE / tw TOP OF THE LINTEL. �& 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. p$5' FrG� 8x16 OBL, BOND TOP OF BEAM W/ (1) #5 BAR tj BOND BEAM •\Q EACH COURSE G 87x8 BOND BEAM TOP OF • F.�\� W/ (1) #5 BAR BOND BEAM F F = FILLED W/ GROUT �� �Y\C U =UNFILLED GROUT SOLID FROM TOP \� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/ 1 8x8 PRE -CAST CONCRETE NOMINAL—� LINTEL W! (1) #5 BAR (L2) Q� HEIGHT # OF #5'S, TOP LENGTH -BAR =WIDTH OF MASONRY g OPENING - 2" BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE THAT XFXX-1T/1M/OB INDICATES A DOU13LE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(Li) REFER AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 20 (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") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON . 3 1l4" PRE -CAST _a OR DRIVE PIN (MIN SHANK WINDOW SIZEA45 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") Sr SLOPE FROM EACH END AND 18" 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/ /7116" 18" O.C. MAX. MIN 1-1/4" MIN. 2.12d PER BLK. EA. END VCMUWAL58 EMBEDMENT 0 SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4' SCALE:11/2"=1'-0" C ARCHWAY FRAMING DETAIL J SCALE: 3l4"=1'-0" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM_ 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 wwwzbdosigngroup.com AA #: 0003326 ^ K� as C aysanr. e# "LOT: SILVERADO LOT 18 BLK 18 PROJECT 04128.002 18181 MODEL: 4EBB "1828—CALI" GARAGE BW MG: LEFT PAGE: DETAILS 150 MPH EXP. B DATE: 03/05/20 SCALE: 1/4"=V-0" SI;EET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)18d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. CJt CCAX —'--■ —� — N— I DJS X IX N IN N tl1N N M p ■ ■ p t 6 a ■ p CA R 1 I 1 I I I 3.1 C,16 = N N M p p ■ X ■ ■ ■ ■ ■ ■ CJ6 to 1A 1 A140 1 =—=am:.®=—mmem—=®. a.6— 1A 1A ::.��::=ze.e. .:.a:s: .�.�=mom..®=s.� ---------- FNEFABRICATED . .®=.=s.� TR1188E8 2r O.C. MAX. ®m -gym---- ----_ =®=s.-----=amm ---- 1 ..:=....... _:............. JEA -------------------------------- .---m_772 x54" -"r- .®. .....®.......... ° I ATTIC I ....i... j A"CCEC S �..®.m® —.-----mmm.mm m—.-- E'ft ..... ------- ... ... ...... --.- ......... ............ ...... A11 :=�=s=:= • �_� 1A — — — • to =:__® to A16 1 •1 1A 1 A18 7 8 7 8 FRAMING PLAN SCALE: 1/4" = 1'-V 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com L AA N: 0003325 K Aa c 6 u Q�p 4 a AlVHDiV ae LOT SILVERADO LOT 18 BLK 18 []PROJECT# 04128.002 18181 MODEL: 4EBB "1828—CALL" GARAGE DWIMG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B DAM 03/05/20 SCALE: 1/4"=1'-0" SHEET S3 A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALL/FLOOR SHEATHING HTSM20 WH010d TO TRUSS AND (4)1/4' x 2 1/4" TO TRUSS FASTENER SCHEDULE" S TO DTRUSS DBL STRAP, I EACHS E WRAPS UP AND NTEL CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE OPPOSITE FACES OF WITH (12)16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/1010d TO ADDITIONAL MAX. TO TRUSS AND (4)1 /4" x 2 114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM TE ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED WI (3)16d GALV. COMMON NAILS. ENGINEERED WOOD ix2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) 2" COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR Sss1a 1b 1c SCALE:3 GIRDER CONNECTOR(S) SCALE: 3/4'�7'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-l" TO 60'.0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1):W BRACE @ CENT ER TO BLK W/ 1/2" DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO ENO. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED WI (2)10d's Q EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED, BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'-0 NOTCH DEPTH 1/4'D O HOLE EDGE>5/8" HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <2/5'D SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 113 FOLLOWING SPAN ONLYNLY HOLE EDGE >518" 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 (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI GA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 STM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE <3/5'0 OBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING 1 AND BORING LIMITS ALTERNATE MATERIALS SCALE: 3/4"=V-0" i"I N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774 4078 wwwAbdeslgngmp.com AA #: 0003325 is a t e � y G y BtmDIV. as LoT: SILVERADO LOT 18 BLK 18 P1t0J8:CT# 04128.002 18181 MODEU 4EBB "1828-CALI" OARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXR B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C, (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3l4'=1'-(Y' 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngmup.com L AA S: 0003325 8 L as ac7Ha2V. ae X.OT. SILVERADO LOT 18 BLK 18 PRO"" 04128.002 18181 MODssl 4EBB °1828—CALI" GARAGE eVISNG: LEFT PACE: DETAILS 150 MPH EXP. B VTCR SPACING (1) AT EACH END II �I 2x4 BLOCKING BETWEEN TRUSSES VECR AND 6'-0" O.C. MAX. (2) 2X4 N.SYP DIAG. WHERE X-BRACING IS PRESENT A7 BRACE W/ (3)12d 0 EA. 4'4' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) X' BRACE IIII II 30'-1" TO 6" (3) "X" BRACE (1) X' BRACE @, CENTER PRE-ENG GABLE TRUSS lil ti (2)'X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BANG FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) • PLYWOOD SHEATHING, SEE II "ROOFIWALL/FLOOR \ IL SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. IN I SIDE VIEW, 1 x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI (3)16d ENGINEERED WOOD GALV. COMMON NAILS TRUSSES (aj 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 WI(2)12d's PRE-ENGINEERED EACH TRUSS VALLEY TRUSS CONNECTION SEEMASONRY SCHEDULEBEAM GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. � W/ HIP RETURN SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoslgngroup.com AA •: 0003325 g avBD:v & XOT SILVERADO LOT 18 BLK 18 Pltoj=T# 04128.002 18181 MODMIA 4EBB "1828—CALI" GAI AGS S1118MG: LEFT PAQZ: DETAILS 150 MPH EXP. B 06 M. DA jL- 03/05/20 SCALE: 1/4"=1'-0" aHrjcT s3.1c w r TW GABLE -END HIPIO ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O,C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O,C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK, 2 12" 0,120" 170,000 RING6-20 SCREW SHANK RINGS PER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION(ISANTA) ESR-1539 DQER30111 MWATHIM USE 12" COX OR 711 6"O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" 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 QJ_ ZW ........... CO W z = d O n O v • Z O aD W , . J U J a w 0 Y Z N � W Z WU�Q) Z $w �. a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS cnnc auce7ulur_ -�� Emm mmmlilu' 11 mmm mm Emm s e ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GAELE END FRAMING Bd RING SHANK GUN NAILS S" O.C. IN FIELD Sd RING SHANK GUN NAILS (ID 12" O.C. IN FIELD or Sd X 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 012" 0.B.1N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017. 0M EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13lASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -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 DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3N'. WOOD: PROVIDE 6%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAFEREDTV ALL WOOD FOR BEAMS. BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 04AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSGNGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES $HALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 0111 EDITION, SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER VI ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-0" OC EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENI GS' SY THE NFPA. TRUSS DESIGNS SHALL Be N SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS, AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM ASIS GRADE 40 IN CONCRETE DEFORMED BARS, RESAR SHALL BE ASTM A615 A D0.SK MEETING THE REQUIREMENTS OF ASTM A146 GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. Q GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS:DESIGN, W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH TPI-14, NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR 70 FABRICATION. HORIZONTAL D AND 'TPIl STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPINJTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf ANDVERTICAL BARS SHALL LAPS x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pst TOP CHORD ­nl TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25' 88 BAR • 39' WOOD TRUSSES. 10 pa} BTM CHORD •TIOIFCODWneDI #5 BAR - 30" 87 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 paf TOP CHORD p CHORD (7 ps} w/ ASPHALT SHINGLES) (1 per Bf Wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 5 5 p psi BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD TO RESIST WINO UPLIFT: 10p91 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 80 Psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 paf WINO: DEAD LOAD SPEED =17) MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 7-10 (BBC EXPOSURE B, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR 013PLACE REINFORCING STEEL 70 ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: : 40 GUARDS AND HANDRAILS: GUARD NTS: COMPONENTS: BOOM PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AGE N SLEEPING ROOMN-FILL: VEHICLE GARAGES: SOps1, ROOMS OTHER THAN SLEEPING ROOM: 4Opsf, SLEEPING ROOMS: $Opal, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5ZTMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), 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 WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE r. =1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLEIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR N-WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 1 D". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION! SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2OD0 pFOOTING EXCAVATIONS AND SLAB SUB -GRAB L SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COWLY WITH ALL THE REOUIREMENTS OF ACI 301 AND ASTM C-04 OR MEASURING, MIXING. TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS SATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MIMITES, THE CONCRETE SHALL NOT BE PLACED. ITSHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SH4LL BE AS FOLLOWS: A $'FOR CONCRETE CAST AGNN87 AND PERMANENTLY EXPOSED TO EARTH (FOlAl0ATI0NS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1W FORNb AND SMVIER Y FOR AB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31V FOR SLABS, WALLS AND JOISTS I.171 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" 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. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE S, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MR T- wE TTPE smcm RE.— APPLICPTxxi we TYPE SPACING REMAPo44 1. PT 1L.-TO CA9EMARDENEDWIL S'CVC GAMGE DOOR BUCx lm-mD TAPOON MASON0.Y S'WC 11R' EMBED., TENDOIST., MA90NiYl CONC. --LONG. To—, NOWASHER FASTENER ?EDGE Dw 9GD. AL. EM, DOORS G EIURDENED COIL O'OIC WINDOWIDOOIU FASTENED ---EDOORBUCK 1R'DIA WI EXPMISIONBOLT 21"OIC 1"EMBED.,019T., tx PT.9FE NOTES NAIL 11l LONG. 9TAOGEREO INTO MASONRY/GONG. TO MA90NPYICONC. w.e R VEDGE DIST. WNDOW eu« cxsE HARDENED cos rac WxawmOORI FASTENED METALsmArro CONTACT THIS ENGINEER FOR SPACING 1x PT,SEENOIE1 NAILit?LONG. STAGGERED INTO MASONRY/GONG. MASOFb1YICONC REQUIREMENTS EM.SWNG DOOR (2) M1891A. TAPCdY 1S"QC 11/Y EMBED, W END. NOH-BEAPoNG WOOD Z FXPANSxx1 PEMSED.PEND 210/C BUCK 2x PT,SEE—ES NO WA9HE0. FASTIER 11'3 1fIl I-T. ALL I.— W/WASHER BOLT DI&T.,TEDGEDIST. WN001NBUCK 4.1Y'PAFx21x1" 9'Olc 1"END. D.T., 11? 'To PT TO STEEL COL., SEE Wlw_ER STAGGERED EDGE III NO E B I 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 HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. 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. ix MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32780 PH: 407-774807E FAX: 407-774 4078 www.abdosigngroup.com AA 8: 0003325___.j K �a 3 a0 9 D Q 4 aUDDIV. Ae LOT SILVERADO LOT 18 BLK 18 PItOJ14cT/ 04128.002 18181 MODEL 4EBB "1828—CALI" DAMAGE BWD90: LEFT PAGE: DETAILS 150 MPH EXP. B DATE' 03/05/20 0. BHXZTW SNI 2020 M A.