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HomeMy WebLinkAbout35592 Stella Vast DrR 99 99 1828-4EBB-CAL11 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES mNN [)ATE]U N 2 s 2020 CEO OF zelmyRM11. pLAN jyAM1V4F'R 12602 TELECOM C>RIVE, TAMPA, FL 33637 Te1- (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ."aM B[1QDDFG coM g 6TH � � �7% • gT AABOVE LAV. LAVATORY A/C AIR CONDITIONING MUM. LUMINOUS ADI. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER DATE DESCRUTON OIR6/l6 CD81BSlED ARCHITECTURAL SHEET DESCRIPTION VY" 2mn FBC UPDATE DR HORTON HOMES .00CUPANCY - RESIDENTW, GROUP R3 BD oA °E �' MINIMUM CL C04TERLINE MID. MOUNTED PG Cl—COVER SHEET owns COSFE-maven VMW 51DWs ELEVATIONS ADDED 12602 TELECOM DRIVE •CONSTRUCnON TYPE - vB CAB. CABINEL MTL. META, PG GN— GENERAL NOTES TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 'M. WERIOR FINISH • BASIC WIND SPEED 'WOE • 1-STORY RESIDENCE •2-STORY RESIDENCE - CLASS B — Vult=150 MPH Vasa=115 MPH _ B - MAX. BRIGHT AS PER LOCAL AND STATE CODES cwG CER iNG N.T.S. NOT TO SCALE cLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC ME PH PHONE D DRYER PLT. PLATE p` p°� PL OD .D LY DIA. DIAMETER P.T. PRESSURE TREATED DW DIMENSION R. FUSER DISK DISPOSAL RAD. RADIUS DP. DEEP RA. G. RETURN AM GRILL. DR. DOOR REP. REFRIGERATOR D.S. DOWNSPOUT RM ROOM D . DETAIL ASHER S ROUGH rOR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG m,. DIAL SHHTRLG SHEETITHING PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS O' /m CD'SRE-1881ED 04AW FOOTNG FEYO ON PER M. BCUES 064VO CDS #M-MW o=n" ADDED CUOLEs FO°R AT GARAGE MAIL (FM MYM) CMAI PLAN MA MNANCE OYA% IEVNW LNrEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA 04R4M ADDED ADDITIONAL RECEPTACLE INGARAGE PER W•EL LL BATSON aei T SQ.FT. CALL. S 0444AS REvisED NVAC VOLIM ON SLF CALC WWMX LE rMELBJ inAM ,QED IXMFWR McWDEEP FoorEW DETAIL aqua(oft) LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. 06AIM ADDED LED L&n • KITCWM 4 BATNRTOOMB PER MARK 80UE8 VVWM ADDED sTCrE oPnoN ELEVATION C 4 D (TAMPAI AR No. 93723 ENTRY I& SQ. FT. EXT. EXTERIOR SHWR SHOWER PG WA3—WALL ASSEMBLY DETAILS Oyryq ELEVATION Ts'sroNG-ADDED LOJVER+GABLE F0OF LANAI 88 SQ. FT. I.B F.G./FX. FIXEDGLASS SIM SAR FG. FUEL GAS SL. SLIDING PG WA4—WALL ASSEMBLY DETAILS 1045AS ADDED OPT. W-O• CEILING NEIGNTS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL. FR. DR FOOTINGRHDOM PFa,P. SECTION DG,, SS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS TOTAL 2362 SQ. FT. OUOIRO REPLACE USP CONNECTORS wTN 51hP50N C N ECT0FA 049M �^SE �AvEW RADON M-AN DSEHSIONs Tel: (407) 774-6078 GA. GAUGE T.O. THICK OAR. DLSP. GARBAGE DISPOSAL T.O.C. TOP OF CURB Fax: (407) 774-4078 TE Oe.l. rR4TF.RRDL�� Tcmculr iO.S. TOP OF SLOP, TOP OF AB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED HB. HOSE BB OTHERWISE BDic HOLLOW CORE W. VAPOR pHOT.ORITf HER IT W/WD. IT STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SLIA—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IN7E FOR WDW WINDOW W/H WATER HEATER W.I. WROUGHTIROx PG 51.2—DOWEL PLAN PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.IA—DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN PG S3.lA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B—DETAILS PG S3.1C—DETAILS AB DESIGN GROUP WId, RESPOND TO ALL WRITTEN RFI,a IN WRITTEN/DRAWN FORMS IN A THINLY PG SNl—DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI•s HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup com AA N: 0003325 i y p i L $ tLTH aysat<v, k LOT SILVERADO LOT 6 BLK 19 [PROJECT# 04128.002 06191 U0DEL• 4EBB "1828-CALI" OARAOE awniO: RIGHT PAOE: COVER SHEET %,15,OfflH EXP. B GENERAL NOTES I. ALL WORK DONE CINDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTION 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSION IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTM_NGNEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3- O' 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 CONDITION. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON+KTALLIC 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 %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/ 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.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLAN. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUSTm 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERNGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNNM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 -11A AND R703.7. FIRE RESISTANT CONBTRIUCT10N UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. EXTERN)R 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 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSURES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. I3 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-774-4078 www.abdesigngroup.com AA#:0003325 �a Lu iz C L�ii y SVSDIV. 4ti TAT: SILVERADO LOT 6 BLK 19 PRo.TECTAI 04128.002 06191 moDE=: 4EBB "1828-CALI" GARAGE 81IING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. DATE: 04/06/20 SCALE: 1/4"=1'-0" SIMET GN aW _A- oiio =;IEEEIIo �' 0!1�����11�IIOII���YUB��Io �o;p�pL o O m r � � 11 II m WIN 00_ r l,�_�J., _ - W NE 6 � � 'o .- �i I IYfi VAS E - � IiiiMR i EIII o I QCODE GARAGE ig p FOYER TRANS.n o : y I_ °]m aJlB�lo. ol��llo -*I �I SQ.FT. CALC.S LNNG 1828 SQ. FT. GARAGE 430 Sa Fr. ENTRY 16 SQ. FT. LANAI 88 Sa FT. TOTAL 2362 SQ. FT. CDIYOIBR AID a ADD M OD IOAD9 8A910a1DBO'06UEPCRaBr W OM Clem BMW me teDwlwD(MO ram AIDiWE FODTAM MIN, WINDOW 10 S 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SJSD. MR 41 S 23/-29 CRITERIA 1 1 *010 OHD. IQ 5 20A/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, 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. COMM DATE D5L. TOP PLATE 0 �n BAR DETAIL A SCALE: 1/2'.I'-0' ARCH DTL. B SCALE: In " I'-0' FLOOR PLAN SCALE: V4' . 1'-0' NOTE: -2-8 LCUV. 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 5ETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN TF1101C ESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 14 94 6 c StMDIV. & FAT. SILVERADO LOT 6 BLK 19 PROJECTIII 04128.002 06191 1[ODEFc 4EBB "1828—CALL" GA MOE 0111100i RIGHT PAGE: FLOOR PLAN 1. 150 MPH EXP. B D = 04/06/20 BCA=: 1/4"=1'-O" a*== Al LAP SIDING AS SPECIFIED SHINGLE ROOF (TYP.) FYPON BKTIIXII OR ECAJIVALENT E w OR EGIUIVALENIT SHAKE - _ AS _— - WEIZE BAND (TYPJ lilt , _ m ..�m�m.�_► BOARD I� 1mma 111� RAISED IMF0anIWR0NRIMIS 11IsIMINg01WeIII 8�1�:_4� FRONT ELEVATION SCALE: 1/4 . 1'-& TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT HGT. AREAOFATTIC 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTI LATION AREA = 2364/300 7AS VENTILATION AREA SQ. INCHES PER FT. (1441 1134.72 SO, IN. MM REQUIRED VENnIAnaN = .5X IM72 IN UPPER PORTION OF ATTIC = %736 SQ. IN. f 14 DGE VENTILATION AREA = 2155QIN. FERVENT 56/36 /115 TOTALNOFVENISREQUIRED = 443357 TOTAL# OF VENTS PROVIDED = 5 'AREA OF ATTIC ISTHE PERINUTER OF THE HOUSE. LESS THE OVERHUNG IXTERIOR OF WALLTO EXTERIOROF WALL, NOOVERHANGS INCLUDED) EEK I tom ml I [1� F!LFEII REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH S'-S' BRG, HGT.1,, 8'-S' BR .. NGT i- 0'-0' FIN. FLR=, c' oV'-0' FIN. FLIP, RIGHT ELEVATION SCALE: 114 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT v IV .... FIN. FLR. LEFT ELEVATION SCALE= 1/4 . P-0' TEXTURED FINISH IOMil DECO. DTL. A -0' FIN. FLR 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774 6078 FAX 407-7744078 www.abdeslgngroup.Dom AA N: 0003326 y q $imO 5 BUDDIV. ae ZC SILVERADO LOT 6 BLK 19 PROJECT* 04128.002 06191 MODEL 4EBB "1828-CALL" GARAGE 8TI►MG: RIGHT PAGE: ELEVATION "D" 150 MPH EXP. B `V ^R No D TZ 04/06/20 9iIEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -4—N �./ GSV OUTLET 20 AMP INN IRA POLE Ow CUTLET MV CUTLET It OF ILEf ODEIBD TO nc. GR SOV CUTLET Off 6RIaD N/L MlI.l9Bt RARR IBMSTANT TYPE) 220V OUTLET (4) win CONNECTION OR ocurLE�T��Q wr amuND TiiT NMTCM S9NTC14 3-WAY OPER $4 SUITCN 4-WAY OPER I,fl WALL MIrANtIEa ' vv LkM4T CELING I— Q LED CLIS LIGHT ©Np LED VAPOR PROOF LOW @ vP VAPOM FT•OW LISNT @ NWOm CAN evow. PIN 1 CR7 Pm aG FT. VER.FIN TNLIGNr 1OM PER-- 7AWIFEwir- rDenm (aPEOTI 7BD BT BMLDMU 2-0140 YIlM ® L AINOUD ) FL.l10 IECBNT 243ILD MMAP • ARCM [RIRrAr MNTJ 2• RIUOIIdeEU 4- FLY01leORR Q --2j 7 21-1 A W TRAM LIGHT O PANEL ImIll METER OS.D. YpCE D!T[LTOIN 1 w' WALL MqM® Smam Ov"SC m SATL SLG[.11 ® B)eo CARBON MCNOWDS,Mew wwm oEEerae COPW NnE.eGNNSeTED MALL EE A DISTANCE OF NOT LOW 71,4101 4' PROM WALL PEDANT LIGHT Lr� NATURAL 6Y OUTLET . TILN%i E JACK YN4 CIS CTT 1! ELEy�i:IQ @.E eID AIR. OMcor.Ecr TO MM 210V Sea ALL CN M SUM 1 Q TE.INDION JACK CELS6 Sox TO BE BIPPORUm N JO J-BON ACCORDI/CB W SOD( MAROUD AS IUL71 PON INSPISICTICH CELM BOX POOMM cELNn FIN,LTGNT SUPPORTED SOX PIAISCM AS &JO4 FOR MMCTIQN �pdp 2w NCANOEacw[r LI N." S" e' N�ADam,T 1J01R eTMP nnn® 4V INCANDESCENT LOW STRMa FLOOD I — Ia OP . secLo TY TQ7T#AD FO Pa FUN-Rmw1 mm cwmn UB PORT • LOCATION OF TV JACCS 4 PHONE OUTLETS 4 1" To BE VERRSED . HOMEOWNER PRE-CONBI1BCTbN MEETING • ALL 14 20 AMP BRAMW C ICUIM TO IN AMC FAIT P1aDTECiED PEN: ELEGTRCAL PROVISIONS OF Pam ATN EDRTLON r2eru 4 NEc 2Bn 204 M20M • 20 AMP DEDICATED LAUNDRY CESOET. • GR . ISLAND MOT ON 112r(jM CIMCUIT) • DUIN4NER DISCONNECT TO BE LOCECA N PANEL • BATNIOOM OSLAIBT FAN TO NAVE MN CAPACITY OF 90 Cl" INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MEM3 PBfJE.TN EDITION r %& • LAUDRY MOOM RECEPTACLE SMALL BE GIIOUD FAULT COWW-PnEPUI PTE! PM7/EGT60N FOR PEIBCN 1M. ON FEEDESS • dwtM METHOD SMALL BE NON METALLIC CABLE PER ELEC7I115GAL TPSOVBIONS OF PBCR A1N ®r20M). • ALL NOMIC TO COMPLY NNTN ELECTRICAL P 1OV SIONS OF THE MSCR ATH ED r2Rn2 • ALL LAM" AWIM It AND TS! Or LNa4TSK MBT E[ EMIR-T E+FlCEIT TYPE P!R FRICL ENEMY ATIOM 40" iw u BlR1Y ICY) MT7. AW �ITION R0404) MTD. LrA-IT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN -------------------tJ COACH 034" ELECTRICAL PLAN SCALE: V4' a I'-m' WP Panel MAIN - A PANEL: 8/16wpat Dleakw VOLTAGE: 120/240V-IPh MAIN: 150 AIM M.C.8 FEEDER 3-#1 Cu TRAM L 1-#e Cu(G)M 1 10 C. OR ;. #W AL TWYN & 1-96 Cu(G) in 1 1Q• C. wka FVN s MW war gra4U w.n e, F41a wN4 M2 1 m 90ab GFlb111G 1Td0 1 2 M2 2 m NrIPbn Para 1pW a s L ®D4 bC c.u-+ s 2 M r e PANEL -A PANEL: 42 GL breaker VOLTAGE: 1201240 V-1Ph MAIN: 160 AMP M.L.O. FEEDER 3-#1 Cu TITAN 8 1-06 Cu (G) n / 1Z C. OR 3- NM AL TF[J4N L 1-N6 Cu(G)M 110 C. wIn Far eb was C— ease w4N ae1 - a. roe — #12 1 m s>,a trap 1 2 aom R.q. m 2 M #12 1 m AsaP4a./XootlGFl ISM a 4 M2 1 m OraApo— I= s 4 4mD W.w llwl. m 2 MD s12 1 m 112D T e *12 , m Vk. R Ara Imo a 10 imD GR m 1 M2 M2 1 m e-GRR Imo 11 12 +m0 DkhaWwGR m t M2 94 1 +5 F IRa1l B4d 428#Y ilaIh RAFq m1a 14 5a0a DYa GFl m 2 00 M4 , 15 Ear AFa LOR 1s to 1014 1 15 . L AFa 4aa 11 18 Imo GR m , M2 M4 1 is aDLCq AFq aT0 to m 10m o— GR m 1 M2 M2 1 m W /LatlM/IYiAR2 1m0 1 21 22 12m /ENablla8 NCI m I 1 M2 sm. Im 21 RN allara.9 ma is 1 04 m m RO O.nara 6llaoan AFq is i 4P14 w I m m taco higitim o— My m I Mz a, >z as as w as 2 1 ffi AC AAAI Ql-5LVA.O% AAiL r R 41 IS 0 u Latl aQlo tla�wiA Oda ok�ma/Nq 140m 2BTa1 Lwtl b6nvntl 4cbr FakdaNwa/M Dmand ecbf a iom: ABBREVIATIONS: AW: ARCFAULTgRWITM MPMR Nc: NdNd1L1 SK IDAD CFI: GRDINDFAULTMERRLNIE0. Td4bW tobnmtlicta 42100 ' FM 10amaatla t tamc Ifam 0. aatla.lMG 1D040 Tao/AIC loatl Neal LOAD CALCULATION N BASED ON A/C NON -COINCIDENT LOAD Tat4 CoawGatl Laatl Wass alem Ta41Am NwAa /2wNk u+.a Gellerel Lig hfing S 11—mptacle Load T.4 AIC ea Faa 1828 ItaLRs9 Wf R. 5484 tMaa 1 eMI et 100% 65 rr Tao Ba— � LRw M1TItii _..-1_,_...,. 5549 C106lN TONwaffi W LRc Pa:MA 91 617 5549 I I � I I I I I I � I I L I I � I I\ / LED LIGHTING @ DOUBLE LAV. OIUJER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND DBTALLATIONS SWILL COMPLY W W ELECTRICAL FINOYSI M6 OF TIE FBCR AW G11 L LOCAL CODES. AND ALL LOCAL MUMR C40MI-AW RECMLEPE4IS. G ALL CONDNCTORS SMALL BE TYPE TNNVTWN UNLESS NOTED OTI MOLNSE. MOVER C0MPA TRANNra1M'IER I L I LED LIGHTING @ SINGLE LAV. R BATH El PROVIDE 3Z0 C). TNW .1% CU N 2' CONDUIT OR 3 44A0 AL, THEN • INS CU IN 7' CONDUIT. [CONDUIT TO TEFII HATE ABOVE SOFFIT . OVENS A W QVIE NATION SERVICE DISCONNECT SOTC14 AND M ELECTRIC METER N NEMA Me ENCLOSURE BOARD TELEPHONE Gotlim CABLE TBLEVINON ENTRANCE seeL•TLE ENTRANCE EQUIPMENT EfLPFB4f NIEMSYSTBP BONDING TERMINAL AT LOW VOLTAGE CON4ECTIONI6 PROVIDE 50 AMP, 001240 VOLT, i PHASE SC{ONDARF/ 1 at CI SENILE GROUND CONNECTED TO ELECTRICAL SERVICE F OVIDE 3 P COPPER fCu N CONCRETE ENCASED POUTER STEEL PER 1-K- DIA SC&VBX" SIDPVC GETOUTP�R�p, OR PROVIDE 3 ELECTRICAL pyE OF T E PBR CSUN 42M ALUMINUM (AL) IN 2'. CIA K EDULE 80 PVC CGNDIUIT UNLESS aCRVICE IS FRONDED by RE ELECTRIC COMPANY. COORDINATE UTN TIE ELECTRIC S/S" OIA X S FT LCNB COF MR CLAD GROUD ROD COMPANY PRIOR TO BD. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 V tit SUDDIV. & LOP SILVERADO LOT 6 BLK 19 PROJECT# 04128.002 06191 WODEI.. 4EBB "1828-CALL" GARAGE >l'WWC : RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 2' VTR 2• iGTGHEN VTR SINK W/ -If" in.AUTO VENT 1 �� 12' � r�� r-A jl I!1✓7� W. I I I!1'�.i� I V21i �2'ie 1/2. u!G ( 1 iR 2' TIIEi LAY I •2.LAV i 2 I 3' I WC 3 3 I I 3' 3 I I/i"� OHM 2• 4 RUhASWE2' 2 CO 4 4 TO LAIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 . 1'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #,. 0003325 J w g � p y sysn:v. A I.OT SILVERADO LOT 6 BLK 19 PROJECT# 04128.002 06191 MODEL.• 4EBB "1828-CALI" GARAGE SIWMG: RIGHT PAGE: PLUMBING PLAN 150 MPH W. B 1 sCAE.E: 1/4"=1'-0- 1 P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL. 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 UNT14 GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS i AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE 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 CONSTR)CTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TW EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHMG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SMALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9, ALL FIRE RATED CEILINGS AND WALLS SMALL 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 SMALL BE INSTALLED TO I'M RECOMMENDATIONS AND FBC 6TH EDITION (20171) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SMALL BE PROVIDED WT14 BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET UAT14 MAX SIX ELBOW. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIW4T O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. ALL HVAC TO NAVE PROPER 12X8 PANS W/ DRAMS SECURE STRAP TO CONC. CONDENSER -------------------- I 0Xb ATTIC W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON US ROLL STRAP 14XK 4' OR EQUAL I j 4' 0. 90 OCEILING O EXERR WALL - --- -------- -------- i CRM ITB e66 R I•C• PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W(2) 'BXI 1/4' BHT. MTL. SCREWS i I i i ' ' I 14' — — — — — — 6UCRICk AND LIQUID i - KITCHEN AIR SUPPLY y REFRGERANT LINES CONDENSER UNIT AIR HANDLER_N y CONNECTION TO PAD a EXTERIOR WALL ___�� y 3/4' PVC CONDENSATE DRAN LINE NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE -- -- EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB _ iG -- - BDRM. 4 / T REFRIGERANT LINER TO ---- O PLATFORM RETURN COJDENSNG UNIT 4' DRYER TRAP DRAINLINE AND TERMINATE I V.TR IN AN APROVEO DRAIN, AS PER FBCR 6TH EDITION (2011) I I I MECHANICAL BLDC, CODE SECTION 3012A I i HVAC DRAINS � IOX6 4' �' r - O SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL COUNTERSUNr GA. PLUG 1, II 80 I I CFM 8X4 I I I BATIi !�2 � I 6 _WX6H I .. ,--SEE OPEC. —/}-I I4 (:ARAt;F. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYPN� FIN. GRADE OR PAVING r-e•xs• coNc. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYP MECHANICAL PLAN SCALE: V4 • I'-C' i441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 www.aEdeslgVwpcom AA 8: 0003325 r 44 � Pi fil 9 q SLJHDLV. & LOT. SILVERADO LOT 6 BLK 19 [PROJZCT# 04128.002 06191 MODEL.: 4EBB "1828-CALL" GARAGE BIWV MG: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLATE PRE-FA15 TIQUS8 Vo 7HGK 2 COAT COROM MAP Cplu on vaiw2oIURAL a CLG. BOARD A lmw MR NERMICalow Polemy TO m4soMer 21• P.T.YD NOTE: STUDS IN 5' DIA. SLEEVE, ArTAa� To wt AS PER PARTITIONS SUPPORTMCs DO NOT CUT ArPROVAL RLQ 1/2' DIRYWALL WALL HUNG PLUMBIC REBAR WALANr' FIXTURES AND WALL PIPE esA"m hoc CABINETS SHALL BE NOT w r:ae.oMALL LESS THAN 2x4, WHERE BOND BEAM O NOT CUT �� tLOYlR#6YLM oc�MMMr� SPACED NOT MORE SOLID GROUT THE BOND �� °� AMPMER SECURE BT. 2X4 UIOOD STUDS 024' THAN 16' O.G. OR, NOT W/ CU- 5 BEAM vrem�so. raa• w PAST OD TO WOW LL PLATE TO BLAB Nu MASONRY2" OG LESS THAN 2x6, WHERE C2) COURSE _ -- REBARS neooacT 6ALv. eT� APPROVAL RIM ER ALTRACc 0. Dcoat wul • �' OC• L SPACED NOT MORE Orr MAP. Ma s STeco TO ByOTH onau MAX THAN 24' O.C. TRACx OROC177a BLAB L r W, �� APPROVAL � FIN. RR 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: I I/2':I'-0' p� SCALE: 3/4'.I'-0' 1 °�°' "'''''� �1TYP. INT. WALL (NON—BRG.) �1 SCALE. 9/4•"1'-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES OVER e30 FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER -30 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC R905.IU ON l' O.SB. e30 FELT PAPER OVER T PAPER OR OVER SYNTHETIC PER SECTION RWS.LI PLYWOOD SECURED PER PRODUCT, INSTALLED SHEATHING OR �' CDX SYNTHETIC PRODUCT, PRODUCT, INSTALLED INSTALLED PER SECTION OR SYNT RWS.IJ ON IV OALS. PER SECTION R906.I.I ON �' O.S.B. SHEATHING FASTENER SCHEDULE STIFF15ACK AT ALL UPRIGHT8 SHEATHING OR COX ON J' O.S.B. SHEATHING 5/g•.GYp81y9 BO OR �' COX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR �' COX PLYWOOD OR IG PSU SECURED PER FASTENER SCHEDULE SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. -PRE-ENO ILD TRU88 TYP. MTL. DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE ON. �ON. 1 STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER 11FELEVATIONS ELEVATIONS SEE ENERGY CODE FORUMS F0 CONT. 2x RAT RUN SECURED PER // PRE-' TRUSS INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS / VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALLES F'ER ELEVATION PRE-ENC: GABLE tRU88 PRE-ENCs. GABLE TRU88 WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS O,i.I, ..y ELEVATIONS 2x P.T. SECURED 5/8' GYPSUM BOARD OR V2• R-4.1 INSULATION STRUCTURAL DETAILS PER STRUCTURAL DET2x P.T. SECURED AILS ER VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH C-G. BOARD WINDOW ATTACHMENT �AS PER MAhI1FACTUREB SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT T AS PER STRUCTNT REFEURAL WINDOW ATUREB SPECIFICATIONS PORTLAND G°hIETTACWMEX PLASTER D DIRECTLY TO MASONRY RENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' OZ. I/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING 1/2' THICK, 2 COAT PORTLAND 8' cmCEMENT PLASTER APPLIED STRIPS • 24. Or— STRIPS PLASTER APPLIED I/Y GYP. WL BD. DIRECTLY TO MASONRY PORTLAND 2CE1 EW �Y BD. • cm DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED BASE DIRECTLY TO MASONRY _ 0'-0' FIN. FLR� . _ 0'-0' FIN. FLR 0'-0' FIN. FLR,� a _ 0'-0' FIK FLR a d n i W/ WINDOW OPENING r.-% TYP. WALL SECTION n W/ WINDOW OPENING No OENING � TYP. WALL SECTION P NOTE: t' NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A [4)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM �11—STORY GABLE BLOCK WALL D1 SCALE: 9/4'•I'-0' 15 REQUIRED. FOR ROOF SLOPES D1 SCALE. 3/4.1'-0' OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmp.com M B: 0003325 u r 10 Q G a 8 �i sxnmIv. at IAT SILVERADO LOT 6 BLK 19 PROJ=CT# 04128.002 06191 MODEL- 4EBB "1828—CALI" GARAGE 81wrMG: RIGHT PAGE: DETAILS 150 MPH EXP. B n 04/06/20 SCALE 1/4"=1'-0" a* == D1 TO B TE ON FLAT DU RAT TO dJC UY CUT NALS. 2x6 ZARAM DOOR d)CIc m (6) ® VW A -BOLTS 4' EMBEDMENT MN. UV 2707* 91,46HER AND NUT SPACED EVENLY PROM FLOOR TO G✓WIf# DOOR NDR N JOINTS FR10R TO FILL WC 1-2X6 PT BLOCK • CENTER OF E DOOR HEADER WYI) W J-BOLTS 4' UlDEDMENT WV 2W'>W UTASTERL AND NUT 110 I.:.,.e.. 10 MN MANFAC7URE" INSTALLATION MTRICT]CM W ERE SUCH NSTMMTIONS ARE MORE 6TRNGBIT GARAGE DOOR BUCK ATTACHMENT fcas ir•T�' s' a"lu Jf' DRYWALL TI'X4. OR PX - P.T. NAILER SE P.T. OR 9'4X4' MM. FSECURE THRU FRAME t EXTEND IYi INTO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN 8' OF EACH END t IBM O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB 70 BLACK +3/4 OR +5/4 MTDiD01I TO BLACK +3/ 3 4 OR +5 4 A SCALE, N.T.S. 2X4: m SECURE TO BLOCK W/ )1{R' TAPCONS OR (MIN. SHANK SIZE .Wb MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END t 18' OG, MAX SPACING 2X6:m SECURE TO BLOS,K w/2-V TAPCONS(MIN. F,bANG SIZE 145 MIN. HEAD 812EDAv0 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 8' CMU 18' O.C. MAX SPACING. 1f' DRYWALL 2X8:m ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W2-v CASING TAPCONS MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. I8' O:c. MAX BPACMG). NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMBS TO BLACK +1-I 2' inl WINDOW TO BLACK +1-1 ' )' SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ i((,' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 18' O:C. MAX SPACING. NOTE: STFd1CTURAL 2X 2X6ts MUST BE ON OUTSIDE t SECURED THROUGH SECURE TO BLOCK W/2-No' NON-STIjIUCTURAL V.- TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , Cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, P.T. NAILER am 2X8 ❑ SECURE TO BLOCK W/Z-'1b•' 36- DAB. X 4' MIN. TAFTCONS (MIN. SHANK SIZE J45 DOOR CARING MIN. HEAD SIZE 00 3 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 10' O.O. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMBS TO BLACK +1-15 1�" ir1_ WINDOW TO BLACK +1-15/ 6 " SCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ V&' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE. STRUCTURAL 2X IBM OL. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m2 SECURED THROUGH SECURE TO BLOCK WQ-V NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT IV) 8, cm WITHIN 8' OF EACH END 4 J1• DRYWALL WM' OjC. MAX SPACING. 2X8m ❑ I'X4' OR I'X2' P.NAILER SECURE TO BLOCK W)2-31W CASINGT. TAPCONS MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN s' OF EACH END t MANUFACTURES DETAILS. ID'Or- MAX SPACING. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1 4" D MANDOR TO BLACK +2 1 4" �' SCALE: NETS. 2X4= SECURE TO BLOCK W/ 14' TAPCONS (MEWL SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END < NOTE: STRUCTURAL 2X 18' MAX SPACING. MUST BE ON OUTSIDE t 2X6ow � SECURED THROUGH SECURE TO BLOCK W/2-9b.'.TAPCON NON-STRUCTURAL V MM. I-y4 (MPCONB (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MM. EMBEDMENT I Y4) ' DRYWALL WITHIN s' OF EACH END t 'X4' OR I'X2' P.T. NAILER 18' Or- MAX SPACING. 2X9cm SRO BLOCK Wa-V DOOR CASING (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I,49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END • ATTACH TO 2X PER IS- O.C. MAX SpACMG, MANUFACTURES DETAILS. MOI6 NM1 Y,mpp 10lYI'� iYf fCO IY' T OCR') DOOR JAMBS TO BLACK +3' E 11INDOM TO BLACK +3' SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ BG•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IBM QC. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUC*4 SECURE TO BLOCK W/2-)1(r' NON-STRUCTURAL' TAPCONS(MIN. SHAM, SIZE TAPCCN MI•L 1-& J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') 8. CM W OF EACH END 4 Jj• DRYWALL 18' O.C. MAX SPACING. 2X8Two 1'X4' OR I'X2• P.T. NAILER SECURE TO BLOCK WR-%, 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER ,µ5 W/(2'U. WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6' TO s' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW b' O.G. MAX SPACING. TTAC 4 TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3' 0 11D7D0SCALE: N.T.S. 1I TO BLACK +3" 2X4= SECURE TO BLOCK IWN4 TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X (WITHIN 8' OF EACH END 4 MST Be ON OUTSIDE 4 IBM O.C. MAX SPACING. SECURED THROUGH 2X6ma NON-STRUCTURAL' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1 Y♦' TAPCONWMIN. SWANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 , Cilu MIN. EMBEDMENT I YVI-M,04PACTLIRES • DRYWALL WITHIN 8' OF EACH END IS'Or- MAX SPACING.'X4' OR I'X2' P.T. NAILER 2X8tmSECURE TO BLOCK W/174' ObB. X 4' MIN. TAPGONB MM. SHM1K SIZE JobDOOR CASINGMIN. HEAD SIZE300MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN B' OF EACH ENDTTACH TO 2X PER B' OG. MAX BPACMG. DETAILS. ,tllb YM N 1� m IWf Jee(OO MO) 01L7®lt') DOOR JAMB TO BLACK +3-7/IB" G WINDOW TO BLACK +3-7 IS' E: N.TS. 2X4m SECURE TO BLOCK W 4" TAPCONS (MIN. SHANK SIZE J4b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') W 8' EACH END t NOTE, STRUCTURAL IX IBM MAX SPACING. O MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK Ul'I-V4' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-X' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CM WITHIN 8' OF EACH END 4 Y)• DRYWALL 10' O:C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8mTo SECURE TO BLOCK W/I-1/4• ' P.T. X 4' MIN. TAPCONS C'SW* (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' OL. MAX SPACING.!Iiiill MANFACTURES DETAILS. NOTE: 814M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" �11RLDOR M IifACK +3 3/4M HIACK +3 3/4' • SCALE: N.TS. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesipgroup.com AA b: 0003325 V h V O o 9 SIJHDIV do EAT: SILVERADO LOT 6 BLK 19 PROJECT# 04128.002 06191 MODEL' 4EBB "1828-CALI" GARAGE LSTIMO: RIGHT PAGE: DETAILS %150 MPH EXP. B Dp � 04/08/20 SCALE: 1/4"=1'-0" >*mzT D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON 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 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 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 EKT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE 80ARD 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 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/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: 03/14/20 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeWgngroup.com L AA #: 0003325 o $ E 9UHDIV. & LOT SILVERADO LOT 6 BLK 19 IP3MOJZCT# 04128.002 06191 MODEL.• 4EBB "1828-CALI" GARAGE SMINO:: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B t�dl AR �ABOUQHN DA 04/06/20 SCALE: 1/4"=l'-O" SHEET D3 PREFORMED CONTROL JOINT FLANGE OF C DNTRCL JOINTS rd BE WRED TIED TO LATH • S' OL. MAX (VERT.L bcm DO NOT FAST84 CONTROL JONT TO (WILL EVEN P STUD EXISTS BEYOND E1cCEIPT STAPLES IV LEG Y BE USED TO SSECUREMACONTROL. JOINT TEMP. DORM INSTALLATION -� FASTBERS TO BE • I' OG MAX VERTICALLY i i' TFIICK 3 COAT CEMENT / \ PLASTER \ lum LAYER Q. FORTPBBR BUILDING PAPER AFTRDVW METAL LATH FASTENED -T (VENT.)OC. MAX AT SUPPORTS IURIS LAYER at STUCCO WRAP WOOD SNEATHNG \ LATH SMALL NOT bAo BE CONTINUOUS .• ro N• s• ro R• M TWPWIS14 CONTROL JOINTS BUT SMALL BE &TOPPED AND TIED AT EACH SIDE. DE 2X4 ISLO6' G PER A&TM CW63 PLACED PLACED FLAT MAXMAx b• TO 1.1014 \ FROM CONTROL FALLLLS ON / STRUCTURAL STUD FASTENERS FO E RS R LATH TO BE MALE OR STAPLES N COMPLIANCE W( ASTM CI063 r i 2. WNW TES TO FJE fNO. IS) 004IY WRE / 3. BLOCKING $NOUN MAY BE N ADDITT \ TO WALL &IUDs REQUIRED PER PLAN •'M•' TYPE CONTROL JOINT OLR9LD R�aO.Pf.A OL HOLD Ru.Io . M. A L CLAM . R.0 L CLAM . PL C 0 0- Tr OLFOLD REIAIC. A.A L caaee. PT.b ILTta 4b Ol HOLD a41wo . Pr. A L CPSAM . PT. a L GRAM - M. 0 4w PT.0 Malt Pr. a TILL PT. C TOIORR aOTTOa Rlk4w . I-R-0 PL. WATER TRYn MAL POW.I2Q j=c t. SMALL ISE LAPPED A MN114" OF WxW SELF-ADFERNC tE BRANE 6 6' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE IV FIOUSE ENDS) 4 6' • HORIZONTAL LAPS. UAR.41P MATERIAL) OVER 4' ALL SEAM PEED TO BE TAPED WTH FORTBER SHEATHING TAPE LATH VERTICAL LAP TO BE P APPROVED ROM WRAP. FLASHING TO EXTEND OMO PIPE j ~'�.� -_; / F Y OR LESS PIPE 61a6' SELF-AOMERlG MEFBRAPE PENETRATION i FLASHNG (C0MPATBLE IV HOUSE / 1 } WRM MATERIAL) OVER 4YA' \ `•-' { .: SELF -ADHERING MEMBRANE / FLASHING OVER APPROVED / r MN 1.AP . MRAL LAIN \ HOUSE IIRA' { FLASHING to EXi9D OMO PIPE IXX X X I X X X CUT AND OVERLAP ONE SIDE OF IT N'EtAL L.A7N BIRANE SELF-ADHERlG MEMBRANE FLASHING CUT AND OVERLAP ONE SIDE OF .. EP 7 STEP STEP 62 SELF-ADMERNI' MEMBRAE ,. EP FLASHING WRD LAYER % PLASTER3 COAT Ca TENT LAYER 1 eTucco WRAP I eTlrco WRAP STU • MN PAPER! METAL LATH WRB LAYER 4, IdRTPBER � WR6 LAYER 4, FORTFlBER BUILDING PAPER BUILDING, PAPER r'IEtAL LATH BIIILDNG PAPER \ / I 6'10' SELF-ADNIERNG MIB'BRANE STUCCO WRAP FLASHING OVER 4' .4' SELF-ADFERI G MEMBRANE APPROVED W7OD 61EATHNG STRAPS. STAPLES) AS HOUSE WRAP. PEW TO SECURE �1 PIPE/ WRE TO FRAMING KJ 4'x4' SELF-ADNERNG MEMBRANE F ASNNG OVER APPROVED r Mw utH LAP..• ovtte HOUSE WRAP. ITO PIPE 2 p Au LAP V CANT. BEAD OF &EALA IT & ED APROVMOUSE~AIR INFILTRATION BARRIER OVER SHEAT 9NEATNINGWG ELASTOMEIRIC COATING OVER STUCCO/ GV. FINISH (SEE TYP WALL SECTION) ® KIC KO UT DETAIL im woo I Imp] Do ILL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED, TO FRAMING MEMBERS. THEY SHALL BE TIM BETUEBN SUPPORTS WTH 004'E-N (I21-MM) WRE AT INTERVALS NOT MORE THAN S• (22S-M'M). AS PER ASTM CiOb3 IAL RJR REPAIR OF TEARS N IRS LAYERS. TEARS MAY BE PATCMEO UUMOUSE WRAP TAPE PER MAN P SPEC, OR PEEL 4 STICK y THIC4 3 COAT CEMET FLASTER nRA17A N' a COAT CINwn FLASM Rm cc-- Y GINS LAYER 9. FDRrPBEe 1/1 BUILDING PAPER novae oNLY) WR6 LAYER ti enrao uaRAPennre orLY) LAP LAIR! O elatDRoM RN4P VIM A W�ILI/G6 R�p.A41E. sroP R1MR]R YI aA LY) ~� Pat" OR cm •'I • • JL ROOF es S.LL RAGHM • rpp _ NOOC•OR PI AOMM t a MAL) rL KT a06LAttBfN %- �(l �. � a.,ER TRILR MAL (Eeo oR .oLCER GI2•br elm w4NELE RDOlq AMIeOECp DRP EDEE. OVlILLAIP D' IOFrBD Ir snoa Gem MCI4MGAlLY 4- rwTIRL 4. OC. NtAx PAflOA awAP SFIEATHING. I-10, Jam. WOOD SHEATHING OR CMU WR5 LAYER EI, STUCCO WRAP (FRAME ONLY) THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/UTALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.P.S. SECTION PER SECTION R763T &M,% IIRIoR!oIIWRn Evarior uR. of thr e .�Moa,nadp4err a cPrnPN with on '.a regiaramertls of ASTMSTM C928-12A. hslallRecn of.a0nior lothhV and f"n*V Ball comply with ASTM C 108312A. Fool"mm•J DRAINAGE PLANE (LURE LATER *I, STUCCO WRAP) WR5 LAYER *2 (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-541-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA •: 0003325 M MIR V c Y V a ITI M aunDIV. Ae LOT SILVERADO LOT 6 BLK 19 IM ROJECT# 04128.002 06191L ODE4EBB "1828-CALIFARAGE 81WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B BACKER ROD BACKER ROD WRB LAYER 9, .T' — -I RAP INSTALL 6' SELF -ADHERING MEMBRANE FLA814NG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUBT. SECAJENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ADD Yi C.AIa-KNG • JOINT ALLPER SECTION R703.7 EAwfor Wiling and plaeleft 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. ' WOODED VENT I' 'X; PLT141M 3 COAT CEMENT ASTER METAL LATW UPS LAYER 4, FORTFIBER BUILDING PAPER WOOD SWEATWING DRYER VENT ( FRAME) 10Dun alaJ 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 R103.1.1 / ASTM C-841-0S, MIN. 215 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANLF DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 9 DRYER VENT (BLOCK) 6' SELF ADWESIVE- FLASWMG (INSTALL PER MANUF. SPECS.) BUILDING PAPER - UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METEI VERIFY LO NIRCFI I V K=T_=1 VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- 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 SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO MEMBRAPB ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSEC:TIC STEP #1 STEP #3 WOOD SWEATWING WRB LAYER'(, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STIOLGTIRAL MENDER • TOG MAX V TO x' pan-n_r ,lave sr.sen 6' WIDE STRIP SELF ADHESIVE FLAG WA CLEAN MASQRT BEFORE APPLYING V FNIaN • i14aCX4W (?�HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER N, STUCCO WRAP CUT 'X' INTO SELF -ADHERING 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 'I STEP #2 WRB LAYER'1, STUCCO WRAP APPLY 6m MIN SELF -ADHERING GRADE 'D' FELT ® MEMBRANE R-Asww. OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP WRB LAYER 02, FOWIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATNG OVER STUCCO/ CV. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP Oro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 IRK 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 J Ia $ ro 7461 ' 0 4 $ $ IP evBDzv atLOTSILVERADO LOT 6 BLK 19 ROJECT# 04128.002 06191 MODEL: 4EBB "1828-CALI" GARAGE 8WMG: RIGHT 1 PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B I ROOM A' V,4 AR No W72 , j RRDrr 04/08/20 1/4"=1'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADPESIVE FLASHING L 2 1/2' L CORNER BEAD (FASTENER 4 SPACINCs a l' D.G.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN mow, LONGWOOD, FL32750 PH: 407774-6078 FAX: 407 7744078 wwwabdosigngroup.com AA A: 0003325 i h C p i g • y 4 0 x sXMDty & LOT SILVERADO LOT 6 BLK 19 PROJECT/► 04128.002 06191 moDm 4EBB "1828—CAU" GARAGE 8TI MO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (U1R5 LAYER "I, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER — • — — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO • iP U10M BFEATWMJG HEATHER REMBTIVE DAIGRER 'I HEATHER FE"TNE t:&ALVV bow. 6. aW-ADWERM FLAGWM 6' GALV'D METAL PLAS"bn 'Q�AI TIAM IIEW&TWE \UPA ERR IE"TIVE 0AMSTARTER STRIP.6''�� HERMG AL on Two" MEMOM GIUCC.0 r_&M i OR A.PWWD SEALANT • `` a GAP UAACIAULIC14 aert,n SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLw, LONGWOOD, FL 32760 PH: 407-7746078 FAX 407-7744078 www.abdesUomVoup.com eom AA 9: 0003325 $ a � V O aysDM 4 IATIm SILVERADO LOT 6 BLK 19 PROJMT# 04128.002 06191 MOD=:. 4EBB "1828—CALL" GARAGE BVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B \ \ 1/8' TEXTURED \ FINISH • WOOD, ` 1/2' TEXTURED 2x6 SUB-BANb FNISN • CPA( W/I'x4' NOTCH s METAL LATH END, WRAPPED IN PEEL a STICK METAL FASCIA WRAP � �SHEATHMCs ,�\ DRIP EDGE STUCCOYER WRAP(FRAMH ONLY) \ — UJRB LAYER 4, FORTIFIBER -1/8' TEXTURED I \\ __ BUILDING PAPER (FRAME ONLY) FINISH ® WOOD \ 2x6 SUB BAND 1/2' TEXTURED \ Roor-W. CEMENT FINISH s CMU \ � \ DRIP EDGE METAL FASCIA \ METAL KICK OUT WRAP Ye' FROM STUCCO, 1' FROM \ WOOD WALL \ EXTERIOR WALL \ \\ (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, 1' OFF WALL L]6r VNOT INTO STUCCO) 11/8' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH m CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x x x i.111.. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT 0 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' O' xxxxxxxxxx : = . -' DRIP EDGE SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x �CREFERENCEwPO1NT O.C. MAX, x ONLY LL OFF SET OF COMPONENTS) 2x SUB -BAND W/JO 'x4' 00 NOTCH oEND = ', METAL FLASHING, WRAPPED MIN.1'4' ABOVE BOTTOM or - DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP WA'x4' NOTCH e Ix EEL 4 STICK {N ®=LAN DRIP EDGE EXTERIOR WALL -ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK- OUT 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdeMpgrouP•oom AA M: 0003325 J V y N 4 � Q BVHDiv. a LAT SILVERADO LOT 6 BLK 19 PROJECT# 04128.002 06191 MODEM& 4EBB "1828-CALL" GARAGE BTI MM RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 3w-8" 28'4r T-4" ' I— — — — — — — — — FM-12X12 F — 1 — — — — — — — FM-12X18 — — — m • IN a" GQNC. w SLAB ILL r I ILL m o. +-0 1/2 1•-0• LF-24X24 l I 10' 0 10 I— 1 FM-12X18 END I SLAB 1 1/2" I I I ' I 1.1 I I 0.01. I TOP OFOF SLAB i� I I I xi I I I Ix I. I ILL I I I �I I I� I I Pvc 0 CHASE TEA — I F_r47 ,�-51n 1 T-B" 5 L 3'-0" ' I I 4 I I I -I NI 1 EXTEND r--- 1. SLAB 11/2" 2 14" CONC. L) m_ FM-12X18 W ( SLAB o. wl ( 3 1/2 2a( N w ILL LLI o ---- z 71/2 I No FM-12X18 1., J — — — — — 0 F C-12X18 Y — FM-12XIS — — — — — FMC-12X18 — — 4 4 1. 10'-2" 3•-10" 21" 161-0" 2'-8" 21'4" 14'-0" 4'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = I -a' 3 1.1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +.0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +"0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" 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 EIINDICATED #5 BAR, CIINDICATES #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 = 3(", #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 #55 AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE -W OR-T 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 VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 601 EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 WI.4xW1.4 OVER GENERAL 3 12" 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. ORT LONG TEA W SEE PLAN 10" - s FM-12x12 17' CONTINUOUS 1T - (2)#F. FM-1208 17' CONTINUOUS 18" - (2)#Fs FMA&18 16, CONTINUOUS IF - - +0'-0• FMC-1211B 17, CONTINUOUS 18" - O 7 VARIES -24x 4 24" s s 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 r $ Q V 2 y C 44 lu 0 Aq BUDDnr. & LOT SILVERADO LOT 6 BLK 19 PROJECT# 04128.002 06191 MODEM.: 4EBB "1828-CALI" GA %AGE BIW MG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING tt Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED o CELL SEE PLAN FOR SIZE AND 4 D_ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTSGARAGE .. P°• p (L w SPACING REQUIREMENTS T ¢ _ .L 1¢_ :. �j�°. ' - �c /]_ QQ W (D 00 V W ram_ 11 I -FM a0/ W^ RECESSDOOR U �a K Q • s= a 4 (D 8" CMU WALL O to 8" CMU WALL • . CORNER BARS, SAME SIZE AS BAR I W W 8' �+ Z _ +. 0'-0" IN FOUNDATION WITH 31" LEG EACH - WAY AT ALL CHANGES IN DIRECTIONS W U= (A can U'-a' TOP OF SLAB �,,,,,��y�� TOP OF SLAB ..• a SO THAT THE STEEL REINF. IS CONTINUOUS fp - y I, • MATCH AMOUNT OF CONTINUOUS BARS "I_C CURB FOR + 4 EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) 03 18" EXT. PORCH SLAB - VARI S SEE SLAB SCHEDULE TOP OF GARAGE °- v. I _lo_ CONTINUOUS STEEL MONOLITHIC - • FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �;p, A_ ELEV. W/ 12' ISOLATION -�' JOINT (WHERE • - • 6'• CHAMFER (2-STORY) M4 24" W/ 12' ISOLATION 4•' CHAMFER (1STORY) -O 6" CHAMFER (2-STORY) 01 APPLICABLE) Z - SEE SCHEDULE #5 30•, JOINT (WHERE .,- • • 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WxD, BAR SIZE � �„ 06 36" APPLICABLE) Z � FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST c AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE.�4_, p 2 6QA1' �'4•' v- CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4'=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48•' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON GHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT HEIGHT NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIEI LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING O O_ I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE Z' CAPPED j V/ NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/2-PART SPACING. SINGLE BTM. PLATE 12k9" WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. W/FLANGE ®BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL TOP PLATE SECURE BT, PLATE TO Q 8", UNO PLATE EPDXY S12' EMBED. MIN. ®16" OC SLAB Wl10tl MASONRY `p Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. = w SPECIFICATIONS FOR M AND TOP PLATE ADDITIONAL METAL ¢ I USE AND BTM CONNECTORS NOT SECURE FLANGE TO I70 r PREPARATION OF ANCHORS W/ 10d x 1 12' REQUIRED WHEN NO SLAB W/(4) 1/4" X 2114" L% HOLE. COMMON NAILS FILL ALL a1 tq UPLIFT IS PRESENT. TAPCONS Z K HOLES, DO NOT USE 10d W W x3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE ,eQ TOP OF SLAB .. - TO04'P OF SLAB,.. 4" CHAMFER (1STORY) 6" CHAMFER (2STORY) � s e 0 48 EQ. EQ. E SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION _7 INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 6 r SCALE: 3/4"=1'-0" (W� UPLIFT o SCALE: 3l4"=1'-0" (NO UPLIFT SCALE: 3/4"=1'-(Y' 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q_ PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO U y"y BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL K F W 1G' O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN 0 U e" CMU WALL T. UPLIFT IS PRESENT. ? w 0'-0" LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SL SEE SLAB SCHEDULE �a IPOURED 2X WALL FRAMING SEE SLAB SCHEDULE 12' DIA. SIMPSON STB2 BOLTS S' +-0'lY' Z o` MINIMUM EMBEDMENT INTO TOP OF SLAB __ "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m •+ CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX _ POURED MONOLITHICALLY WITH •� FOUNDATION AND SLAB SEE SCHEDULE .'r'—^ —a—T . WxD BARR SIZE FORR A FOR WxD, BAR SIZE MR AND BAR QUANTITY AND BAR QUANTITY I' x COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE: 3/4'•=,'-0" (NO UPLIFT) 10 SCALE: 3/4'=1'-0" 11 SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-7744078 www.abdes4ftmp.com L AA is 0003326 C Mil -.3 SILVERADO LOT 6 BLK 19 P120JECT# 04128.002 06191 MODZt: 4EBB "1828-CAU" GARAGE STIMCk RIGHT PAGE: DETAILS N.150 MPH EXP. B TIE VERTICAL REBAR TO HORIZONTAL RE BARHOOK GROUTED BOND BEAM VARIES PER ELEV. Z ILI: a � CLEAN OUT REQUIRED 2 FOR INSPECTION • I TIE VERTICAL REBAR TO HORIZONTAL n REBAR W/ 10" HOOK tea_ BAR SIZE 48 BAR DIA Z #3 18" p #4 24" M U #5 30 .6 3s #7 47 HORIZONTALNERTICAL (D-- REINFORCING SCALE: 3/4"=1'-P Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 L SPACING REQUIREMENTS mW IL 00 y b Z 8" CMU WALL m wpS. TOP OF SLAB Z W SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA g > EXT. PORCH S7�N 4" CHAMFER (1STORY) 1. 18" iy O 1/2' ISOLAT 6" CHAMFER (2STORY) U J0 JOINT(WHERE #4 24" APPLICABLE) MATCH STEEL.. G'PVC CHASE REINFORCEMENT36 PER SCHEDULE „ THRU FOOTING fF/ 42' SEESCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3l4"=,'-0" - ° - TOP OF SLAB 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS FE1 B� �1 El i, CMU UNIT DIMENSIONS �p ARE NOMINAL SIZES S MASONRY SYMBOLS .' 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 wwwabUcsign&oup— AA #: 0003325 d S C BLJHDIV. & MT: SILVERADO LOT 6 BLK 19 PROJECT* 04128.002 06191 "ODEia 4EBB "1828—CALL" GARAGE SIWMG: RIGHT PAGE: DETAILS %j50_,VH EXP. B n TAND A ABOUCK4M AR NO 9V23 DARTE: 04/06/20 SCALE: 1/4"=f-0" S*MET S1.2A r;T_mli�L�PLa51 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W7 10d x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 PBS36, .177"' x 2 7/8" LONG, WITH WASHER C 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 Tc (psi) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30M 8x8 (7)7U5 WA 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 41mIN`eIw SAFE LOAD - POUNDS PER LINEAR FOOT 0-aN� SAFE LOADSATE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH NM sem ss4 �� stag" ePtsae ePtsel ePam WA-0 e1s#ae er444a eram error Mm Basle TYPE LENGTH SUB ROMU TYPE LENGTH 0rsn —wij7jF 1F1a4T svar SPWIT wo4r etWIT wou s241T anon ss1T WA42T sawn sawn 7d' N2'1 PRLTJIBT 2231 aw uts mm em eel eem 1elm 7d' (42� PRECAST 1025 1024 150E 7d' (42') PRECAST tw mel mm 4w Mm $122 lam axle 4w 8113 Ma aeN ,OM4 itw 1m 20111 aw 43K mm 8132 lam ra Ne') PRECAST IM gem am 31M 4w mm 70114 etW r4r (41T) PRECAST 786 783 1300 rd' (46•) PRECAST I= 2w aaea Me 470 ,em eel 2w 4w 0113 lea w4 141e4 mw I= 201e aw aels 45M em am 4'4' (54T PRECAST 1M tw 2110 tam 37m 4516 0100 8224 rd' (84') PRECAST 5R2 01 1073 44• (5C) PRECAST tar ael 2M7 aael 4w s71t mro 21M 4aM ein 7547 em2 tael4 1160e 12m 2040 21W 3m0 IOU 47" sm S{' (B4-) PRECAST 1217 tw tm tm Im ma mel 4w sd• P11 PRECAST 411 411 746 S 4' BK9 PRECAST im m 22M 2w m ell 4a "a meel TINT 10111 me gas 2113111 aw w, 4102 7-IV T70') PRECAST 1082 /w 11M tmi 2Eee me 2w see 8-IM (M PRECAST 340 339 818 5-10 (70y PRECAST w t 21a 8107 3m 4fel s m am 4w 77e1 O7m w 1517 1 21140 1 zo 1 310? 1 aw 4133 Sr (78') PRECAST 906 1w 2177 3w aH oral 4m eel, sd, (787 PRECAST W7 rn 480 sd' (7S) PRECAST m , am I= 2177 3m met M core m /4O7 ,w 2w 27a elm a7r2 rd BIO") PRECAST 743 tm1 17m 2U2 me 2w a1m creel rfi Mn PRECAST 421 530 383 rd (90") PRECAST 7a , , as ,o5s im1 ,rA 3em creel self en mM 7n 12M tw cram 2p 2W am P-4' 1127 PRECAST ( 554 w 11m 1w mx aela no =m Ste• (11Z7 PRECAST 328 612 290 V-r (112'i PFECABT ml 7m 1 2fA 7m 1w ISO mOt 7110 w0 m m lam elU 1m 2214 am ( 2BT PRECAST tad 1 476 m w ,sa met 27n z,el ael lad• (128� PRECAST 284 401 1B0 tad' (128� PRECAST m ms em 11 14M 2m1 w tam 1w 2w 2M 47s1 w w 11s0 w2 Im am 2m 114' (188� PRECAST 382 w w ,ael as am 37D 4w 114• (188� PRECAST 1B0 462 154 114• (1387 PRECAST al me m ,mr , el, w ,w tale 21a am 4m em f012w 1m2 mU MGN 218 12'd• (144T PRECAST 337 M eM 1m1 1w mp a06 mm 12'-0• (144-) PRECAST 244 402 137 Ir4r (14-) PRECAST 4m 7m w /1 i ,w aw eM t1m tw mm we mm w w Iam 1 1 3= 17d• 1 ( NIA PREhtB'T 2a8 4H 7m Tors "a /w 2w ael 17�• (180') PRECAST 2t7 324 110 17J' (7Q07 PRECAST w m w w 1 1w Al 7m tw 14a 1w mm am w 7m 110e ,4, tea 14'-0' (158� PRECAST Z79 424 m 1w 1w tw 2127 tam 14W (16n PRECAST 206 203 100 1r4r (188n PRECAST w m 7a w , 19a 1 1w 1m elm nu 2m 4a m tw 7 , mW I" (17B•) PRIG NA ell IR IR MR m NR m 14'd' (178y PRIG N.R.284 61 1rd' (1787 PRESItE88® w w m m 02 m m 1 w ts1 ,m TM4 w Tel 1m 1em Iw a17 2712 1" (184-) PRE NA "" � � � NR � � 16t4' (1847 PRESTO N.R.26I 83 I&W (184-) PRE313 w w me m wNR,R Me mi lose. 412 t1O tm ,Tel am Im m1a (208� PRLOTIRE88B) NR 1R NR me let ,R 1TI' (2089 PRl3Rr N.R 1W d< 1rd' (2�) PRE8ITE8BFLw w w w m1 t4 m t Tm 1271 m1r� UM1P4' m w m tm Im Iw as PR68'IR688FD RR NR NR IR IR IW-C PM PRESTA� N.R 148 62 18^4M2') PREw 2a w 4a 47 w 547 el, eN WRa29 tm1R m m im tel7 nor ,me 17el PRE NA 1R ,R 7R M iq PUS) P NA 12B 42 274' ( PREai w am wem m m 721 m w m fm 1m w w w 1114 1w "a21'-C P NR NR IR 11t IR Eat IR NR ��PHI PRESTRF.� RR 11d 40 27-0• (Y84-) PRIGm 1W eel w aM ma 42 w w m m w ,m w m to t0a 1me tw 2f4r Pam) PRE81 NA eleNReltNINt ele elt wo mr) PREBT N.R W 33 2rd• Mn PIESTRE38®1M :m a7 me am 46 sm as 4m m em1a we Iel w /04 ea1w ,ffi (#) 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 TARN FROM %AFE LOAD TPS" BYCASTCREIE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO BEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE 818TALLm PER MANUFACTURES SPECFM.ATIONS . PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WSOOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE#: 18.0128.03 LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 144i N. RONALD REAGAN BL LONGWOOD, FL327W PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA 8: 0003325 Y Q3 V 3 OI sxmDrv. ae LoTil SILVERADO LOT 6 BLK 19 Pl20JECT# 04128.002 06191 MODffiL• 4EBB "1828—CALI" GA "GZ BVITMO: RIGHT PAOIM LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK\N—� 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE 3/4"=1'-(Y' NOTES TO THE INSPECTOR/CONTRACTOR TYP 811, m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL PLACE STEEL PLACE3. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT�t OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST ,aYs TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k16' fp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / ,#5 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.-B pQs- F�G� 8x16 DBL. BOND TOP OF 7' QEi� BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE \�1G 8X8 BOND BEAM TOP OF • ��<J W/(1)#5 BAR •ti. BOND BEAM F = FILLED W/ GROUT I .\\�.U = UNFILLED GROUT SOLID FROM TOP �J:\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF#5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 s�� o �16-1T/1�/c B �NT`� w/"; CONCRETE P��F HEI4INALGHT # OF #5'S, TOP � LENGTH OF BAR =WIDTH OF MASONRY a 0PE"'NG-2' BEAM DESIGNATION ITISTHISENG NEER'SINTENT BOND BEAM COURSE OR THAT XFXX-1Tn # MOB INDICATES A DOUBLE BOND BEAM OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0 AND XFXX - 7TJOMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L,) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1THM0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OFFING AND XUXX - ITIOM08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2.4 (MIN 2X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 114") 6' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 216 (MIN 2 X 3) 2-3/16 TAPCON .• 3 1!4" PRE -CAST .Q OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL z MIN EMBEDMENT I IM-) 6' - SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-1/4" ^� EMBEDMENT 2x8 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4-) 6' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4'• MIN. 2-12tl PER BLK. EA END EMBEDMENT HEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION 4 SCALE:, 1/2'=1'-0" ARCHWAY FRAMING DETAIL rJ r SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWNNT IO STEEL REINF. OF FILLED CELL BOND. BE PROVIDE #5 BAR A T EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3!4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abde8lgngrouP.com AA is 000=5 r r Q u 9l �l 3 �I im atMD:v & LO"r SILVERADO LOT 6 BLK 19 PROJECT# 04128.002 06191 MODEL 4EBB "1828—CALI" c3AR40E SIMMO: RIGHT PAGE: DETAILS 150 MPH EXP. - B G"�%T� [ 1 �-T •< DATE: 04/08/20 SCAM 1/4"=1'-0" a*== 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 1 117 HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W 1 Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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'). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ �j SIMPSON LTA2 USED TO BRACE TOP OF WALL. CA— ■ — I — y - — r EJ7 ■ CJt I CJ3 = ■ • n 1C X a n a a a ■ a a a a a = CJ3 I I I N I N I I N I I N CJ5 as s a ■ • ■ ■ ■ n a • u X Y tl = CJS 1A I I I J1A 3.1 A10G 3.7 \PRW&lFZA&V;M7TWrR" ABA7�•�:�=ss=�=�:sue= TRIMES Q 2CO.C. MAX a ATTIC I ° ACCESS 1A to 3.1 3.1 3.1 A3 1A to GT 1A 3.1 Lmwxii�— Bi -■--■' _ _ EJ2 — ssss:z�s.:�z sue: s� 62GE B 7 3.1 3.1 FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 wwwabdesigngroupcom L AA is 0003325 V i 44 as Q Z i SUHDIV. Sc X,0711 SILVERADO LOT 6 BLK 19 PROJECT# 04128.002 06191 MODEL• 4EBB "1828—CALI" GARAGE 81rMG: RIGHT PAGE: FRAMING PLAN %150 MPH EXP. B A{1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON 9 10d x 1 NAILS TO TRUSS () "ROOFNVALLIFLOOR HTSM20 TO B42) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING TRUSS AND (4) i/, AND x 21/4" (12) 16d x 1 J' NAILS TO TRUSS FASTENER SCHEDULE" TITEN2ANCHORS 70 H RS DBL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SVP ill 7' x 4", # 19M UPLIFT (2) SIMPSON 16 10d z 3 NAILS TO GIRDER AND ( ) 6', 8" x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, a. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND x 2 1/4" ACCOMMODATE TRUSS TITENCOOT 2 ANCHORS TO CONTINUOUS BOND BEAM HORS" 1x2, 2x WOOD FASCIA CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD llQ SECURED W/ l0d 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, L770 LBS (1 PLY) TITEN 2 ANCHORS MIN. 8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) 7' COVER 8 2' APART C ALLOWABLE UPLIFT=U2705 LBS (2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c SCALE3/4"=1'A' 3 GIRDER CONNECTORS) SCALE:34" 1'-0 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 94- TO 39-0" (1)'7C BRACE SEAMS) 301-1" TO 6a-0 (3)'7C" BRACE SECURE 2z8 PT. PLATE (1) 'X" BRACE 0 CENTER TO BILK W/ 1l2' DIA (2) W' BRACE DIVIDED EQUALLY ANCHOR SOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12TS 6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10dS 01 EACH TRUSS TO BE INSTALLED la-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE:84"=1'-0 NOTCH DEPTH 1/1D HOLE EDGE >5/6' HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <215•D SGL STUD USED SO LONG AS THEY CONFORM TO THE OUTER FOLLOWING SPAN ONLYNLY OLE EDGE >5I8" 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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5•D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0' 11 ALTERNATE MATERIALS SCALE: 3/4"=V4- i441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwzbdesigngroup.com L AA A. 0003325 a L J M 00 SVHDIV. & I.OT: SILVERADO LOT 6 BLK 19 PROJMT# 04128.002 06191 MODZ ,: 4EBB "1828—CALI" GAPLAGE SIWMG: RIGHT PA►OE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-U' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING O VERIFY SECURE 2rc6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1(Y' DIA ANCHOR BOLT Wl 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. 20 SECURED W/ (2) 10d§ 0 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG o GABLE TRUSS @ CMU WALL V SCALE: 3l4"=1'-0" Ii N. RONALD REAGAN St LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA is 0003325 q a � u qimO Li s 9 a svHDiv. ac LOT: SILVERADO LOT 6 BLK 19 PROJECT# 04128.002 06191 MODEL: 4EBB "1828—CALL" GARAGE SIFMG: RIGHT PAGE: DETAILS 150 MPH EXP. B VTCR SPACING (1) AT EACH END 2X4 BLOCKING BETWEEN TRUSSES VTCR AND 6'4r O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d Q EA V-T O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'4' (1) X' BRACE IMI,� 30'-1" TO 60-0 (3)'X- BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER 151 (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND \ FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) �\ I l l a I O PLYWOOD SHEATHING, SEE � W "ROOF/WALL/FLOOR - SHEATHING FASTENER SCHEDULE" Li SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1X2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2. SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, X2 1SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV1210t COMMON NAILS FOR REVIEW CONT RAT RUN 12 O/C AND APPROVAL SECURED W/ (2) 12tl's @ SECURED PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS %1 VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE 3/4'=V-0' i44i N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroup.com L AA 9: 0003325 V V p 1y4y1 G 9 40 0 x StmDly. ae r.OT: SILVERADO LOT 6 BLK 19 PROJECCT# 04128.002 06191 MODIM, 4EBB "1828-CALI" GARJ►GE ewnla: RIGHT PACs= DETAILS %150 MPH EXP. B HIP ROOF w A i ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE7-10 ZONE 1 = 8,97 PSF (19.97) ZONE 2 =17.98 PSF (Z7.98) ZONE 3 = 33.53 PSF (43.53) W. 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "9" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF OAPHIRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1R" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/S COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR, SHANK Sd RINGSHANK 212" 0.120' 170000 RING SCREW SHANK 16-21) RINGS �ER INCH) 8d SCREW SHANK 210 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE,. NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHRO USE 1/2' CDX OR 7/19' O.S.B. PLY WITH Rd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Rd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. ., TOP & BOTTOM EDGES .. . j Q z9 D W ID LL Z = U .0 h J Z . Y Z 0) z . a 19 zN z0 a W Y z U �O z`P Ir ME TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. o�ER ORTRUSS� ■mom=_i _ BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD ` Sd RING SHAM( GUN NAILS a 12' O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12' O.B.(N FIELD J\ TYP. NIV' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: NI AGGREGATE USED N CONCRETE SHALL CONFORM TO ASTM C33 MAXNAIMAGG ELATE SIZE SMALL BE 3W. STRUCTURAL DRAWINGS SMALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wow:ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NRENIRNNt9 CONCRETE EXPOSED TO EARfM OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOW) ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 81N EDITION DILL®EDGES OF COfEMETO BE CHAMFERED ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF PRIMATE BYL C01lI1NUOtIS POLYETHYLENE VAPOR BARPoER MEMBRANE UNDBRALLSABSONGROIA70 Wf9ff !INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE DR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEMIS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORWWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORIMMORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSKM FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6N EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART Of THE WORK 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH N STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A785, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WAD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED 3'-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RERAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-LXPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPIA4, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT RERAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTEDAWOD TRUSS CONSTRUCTION:, AND "TPANTCA SCSI 7" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDREVIEW ZO psf TOP CHORD+tmconcurtem TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25' #6 BAR - 39" WOOD TRUSSES. 10 psf BTM CHORD —1, #5 BAR - 30" #7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH 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 WTH ANSI A55.1-1982. 15 psf TOP CHORD 20 pef TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 pd RIM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpO MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW TUGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf STAIRS UVE LOAD 40 psf Wes-' TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF S FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FSC R2017) EXPOSURE B. RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 2OW,, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40 d, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION CRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5/TM8 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE 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 WTH ASTM C30, GRADE Pm = 7500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WTHOUr THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C<76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERW SE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/9' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATKW SITE PREPARATION: "S' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 �• FOOTING TYPE'M' OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED LINTER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB GRADE SHALL BE COMPACTED A DRY DENSITY OF AT LEAST THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MAXIMUM A 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 0.7557. TREAT ALL SOIL FOR TERMITE PROTECTION. BE CELLS TO BE FILLED. 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 ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,5DO PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SMALL NOT EXCEED T aA PRIOR TO THE ADDITION OF PLASTICIZER FILL CMU CELLS SOLD 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. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A600, GRADE B, Fy = 46 k i. STRUCTURAL PIPE SHALL BE ASTM63, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE WALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC-94 OR MEASURING, NIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL CONCRETE TICKETS SMALL BE TIME -STAMPED MEN CONCRETES BATCHED. Tiff MNOMUMTIM ALLOWED FROM WHEN WATER IS AD DED TO THE MILK UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THEM Is A DELAY N SUCIITMAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SMALL BE THE REBPOWMr'Y OWNERS OF THE TESTING LABORATORY TO NOTIFY THE REPRESENTATIVE AND THE CONTRACTOR OF ANY RON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REM $HALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMNNENRLY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EMTH ANDIOR WEATHER 1-VZ FOR 1bAND SMALLER 2' FOR NS AND LARGER C. FOR CONCRETE NOT E%POSED TO WEATHER 3f4' FOR SUBS, WALLS AND JOISTS I-if2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MRICATION SIZE ttPE 9PNxNG REMPRKS PPPLICRTKMa ZE ttFE 9PAf.ING RQAAMt3 t.z PrFwraNG ro _ o,sE twmEr®ml 11?LOW. rox a,.nnncE 000R euac TO MR9JM2YgO1C. +re qA NDMM3IEA wroNunsoary FxSTBJER roc ateEo. rENDasr., ?11?EWE qST. BGOpAL. EXi. OOHS . rsEE NOTE EHNiOENFD CqI waltz?LGW. 8"QC srAGGEFrtD wvNDOWNOgMFASTEIAD �Nro MAsornrxxx.c IMAGE Wqt&IIX oMtisoFmxxxc_ Tm—TRMro t?qA WI wAaNee EJIPANEION BOLT Ze G,C rFA19Eq.,rElDgeT.. a•EWEgsr. W1Noow auac t. PT, E No.6 oMEHAROEFwogL aq< srAGOERm mNoowmWZFAGTErA:v INro MASOlRYxxINC. MesaNRrtWNc. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS SN4NG ODOR BUCNh PT. SEE WTEB R)3neLA NO WARNER 'TAPCOK FASRJER tB"QC tt?EMBEO. gET.,t 1?EDGE qST. —LTO—SLAB eEMBED. IENO W/WPSVER XT3r� qST.. 3•EOGE q3l. a PV4^O0`NM'gt a.taa°PM.ztq' aolD rFlap gar.,tt? m To srEa ca.. sEE wtwMHER srAGcmm EDGE oisT. NOTES NoTEB 1. STAPLES SMALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SMALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SMALL BE AS W DE OR WIDER AS THE DOOR OR WNDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WTH A VVDOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2, MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 144i N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774$078 FAX 407-7744078 www.abdosigngroup.com AA A: 0003326 Aa V e � O Q SM17 do LOT: SILVERADO LOT 6 BLK 19 PROJECT# 04128.002 06191 MODE1. 4EBB "1828-CALI" GARAGE 9111T11JG: RIGHT PAGE: DETAILS 150 MPH EXP. B k /V ."C'