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Home My WebLink About7768 Broad Pointe Drc r 1405 O -KEYSTONE 3EKB HOMES 12602 TELECOM MRIVE, TAMPA, F1 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 + (� TEL: (813) 740-A720 (813)740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .1 BUgnnCODS, Rums mm, OMR (=+M) • AIL IACAL AM NA79 CM .00CUPANCY — RMENTIAL, GROUP R3 CONSTRUCTION TYPE — VB 'YIN. DRfERIOR FINISH - CIAS3 H • BASIC WIND SPEED - Vult=160 MPH Yesd=124 MPH • EXPOSURE - C -I-STORY _ RESIDENCE - YAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE I". LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MrL. METAL CLG. CLEAR N.P. NOT E°SCALE CONC. CONCRETE P� PR PE"MINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC THE PH. PHONEPG D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR•2-STORY DIA. DIAMETERP.T. PRESSURE TREATED DIM. DIMENSION IL RISERDP.P DEEP AL BBAD.. RADDIUrrwReGRaL DA. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. AOOM DTL. DETAIL P0. ROUGH OPENING D.W. DISHWASHER S.c. SOLID CORE EXTOR FA. EACH S.D. SMOKE DETECTOR uV' ELEVATION SHT. SINGLE HIM EXIT. EXHAUST SITING. SHEATHING EXT. EXTERIOR SHWIL SHOWER F.GIFX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLIL FLooA ETD. STANDARD FLUOR FLUORESCENT SwS SHEAR WALL TEMP. SECTION FTG*Dp_ FRENCH FOOTING TEMP. FRREDGLASs GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOPOFCURB G.F.I. °alRUPIERTCRtculr T.O.S. TOP OF SLABS GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE IHDciL HEARDEERc°� W. WASHERROOF HOT. R"T INSULATION HEIGHT wo. WITH MT. INTERIOR WDW. WINDOW W/H WATER HER ATE W.I. WROUGHT IRON DATE DESCRIPTION gW/Bp,JB BID GET IGGUED ARCHITECTURAL SHEET DESCRIPTION arafy ADDED LED LK.HTS TO rJTC EN 4 BATHRO" PER MURK BOM PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Dl—DETAILS PG D2-DETAILS PG D3—PRODUT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS gy,Rgyy ADDED EMENDED OVEI6IANG AT REAR DOOR 81102115 ADDED BOLLARD AND R9"IOVED SHLLR DOOR M O.BAi}I ° � REYMM LARGE Barb BELAU ueN�ow To b Ban® To HATCH GARAGE 09R6A3 FRAME IIALK REVIG1ONG WT7 LAYMFAX: ADDED 4L ro cLOGET M BEDRooM 9 r�104NAJADDED R�LACEUSPCONNEaaeawmGahPGO*c4mEeroRs ADDEDOPT.WAR AC LOCATION • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 f SQ.FT. CALC. S LiVM 1,405 GOL PT. 243 GGL FT. EN, 20 Ga FT TOTAL Ib68 GQ.F7. 8x18 PAno 80 GCI. FT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S3—FRAMING PLAN PG S3.I A —DETAILS PG S3.1B-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL CONICITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY 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. 1441 N. RONALD REAGAN III LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA M: 0003325 8 � r 3 3 all 111111 MGM ABBOTT PARK LOT #32 BLK #8 PROJWT# 04181.000-32083 IMODEMc 3EKB "1405-KEYSTONE" awRwaa eWirsr7a: RIGHT PAC ]& COVER SHEET 160 MPA EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6M EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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 DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3%0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS i 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 5l8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR 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. PLUMBING 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM W 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 FOGSHES 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-01063-12a 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REMEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngfoup.com L AA A: 0003325 o z 44 G o IPR UNDIV. ae LOTBBOTT PARK LOT #32 BLK #8 OJECT/L 04181.000-32083 MODET. 3EKB "1405- KEYSTONE" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DAIS: 05/12/20 SCALE: 1/4"=1'-O" dIiEST GN 1 oiitttttltttJo oltttttttttttto �' — oltttttttttttll o o - - - i - - o i o- - � I - �- - IN IN IN � o o „ on�I��I�i1 0 \ I .l J'ATTIC - O F - - - - IN 11 m IN im - IN IN IS III■ICIon 0 0 o'Itttttttttlo nttttttttto - - IN - - IN IN ININ am - - - m IN 01l0 - 0l10 Lal 1'-0'-8' FLOOR PLAN SCALE, 1/4' " 1'-®' EXTERIOR MASONRY SQ.FT. CAM'S WALL Blues. HEIGHTS LIVNG 1,405 SQ FT. ® GARAGE 243 SQ. FT. BRG. ENTRT 20 SO. FT. TOTAL 1*68 SQ. FT. &W PATIO 8m SQ FT. DOY'Olelf AIDCLADDNOWDLOM t�elc w1D Elaataal Fox a eeoolo w1IB Ol t aDm n01E t8w"WDow ta1Na® ADTIM FOOTAGE MIN. WINDOW g 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S,GD. MIN. 41 5 31/-39 CRITERIA 16010 OHD. 112 5 282/-31.5 BASIC HIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.—C, MEAN ROOF HT. = 15'-1" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIBI�OXIENO NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIF r CONDENSER PAD LOCATION WIT14 SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE86 THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 210-MINUTE FIRE -RATED DOORS. d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdaWgngroup.com AA N: 0003325 Ily J Q� �r Ya aY f 40 Z t1UDDIV & LOT ABBOTT PARK LOT #32 BLK #8 PItOJiCCT 04181.00t32 83 MODICU 3EKB "1405—KEYSTONE" GA1tAGE SWU40: RIGHT PAGE: FLOOR PLAN 160 JW EXP. C 'UNT DA 05/12/20 NCAI.E: 1/4"=1'-0" BEiEET Al b' LAP SIDING b' RAISED BAND (TYP.) ./-14'-5' SLOG. W.T. _4' RAISED BAND i' RAISED BAND (TYP.) /—COACH / LIGHT m__ti-j F Em M, w u FRONT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 8'-0' BRG. G TTP. I 0'-0' FIN. FLR., 8'-0' BRG. F_* OFF RIDGE VENT OFF RIDGE VENT I�S ARFAOf ATIIC . I.SB SQ iT. NfffRa VENPIATgNARFAftp D vm RFr1RU0VFNPIATIDNARFA • IS9(3RD 5� YENPIATR)NARFA%Sq.INU1F5 PER iT. (IM1 T14.3i SD.IN. MW.uwREDVENT p_ • 5% T 2 INwpm PO.TRX1DEATPC 34.16 IN. DfTNOGEVENPIATIDNAREA • 1155 IN.PfRVEEP 3R.16/115 TOfAItOf VFNR RfAURFD T(PAIt iVFNR PROVIDED 9.i1@2 . l -A—.ATTICISTXf PENMTFROf %IFRpROf LLTO flOFRIOII Of XOUSE,ISSTXf OVERHANG WAE NO ANSI FD -0' BRG. HGT. _ _ _ _,�8'-O' Blues. HGT. BRG. I-GT. B TYP. El lw 3068 � SINGLE LITE t REAR DOOR REAR ELEVATION SCALE, 1/4. 1'-0' TEXTURED FINISH I I � I � I � ---------------------------------------------- ------- LEFT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT BRi. HGT. I %9 0'-0' FIN. FLR 10 RIGHT ELEVATION SCALE. 1/4. I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 FM: 407-7748078 FAX: 407-774.4078 W W W.abdeslgngmup.wm L AA M: 0003326 A a o Q� r RUDDiv as LOT ABBOTT PARK LOT #32 BLK #8 PROJECT* 04181.000-32083 UODELa 3EKB "1405- KEYSTONE" GARAGE 8Wrxo: RIGHT PAGE: ELEVATIONS D" 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -••e MV OUTLET 20 AMP SHUN POLE NOV OUTLET IIOV OUTLET VJ OF ounsir amp TO MT04 t2H IIOV CUTLET laNPSD UV40 D PAIL NISPILl M(TAMPER Lup GFI .. n OWNER'S '� GREAT ROO UM 1 PRE -WIRED Imo' PRE -WIRED CLG PAN % • CLG PAN — — -- I i \ KITCHEN I I � �,� — — — — �[(jjJ�' — �l�( OUTLET FOR DW � ' I O i 10 WIRE I F WOOD W/ OUTLET REP. I — — PT ---- FOR FUTURE MICRO. /{q BDRM.!!3 I 0. c" 7,7 I I I � I \ PRE -WIRED` G gD OI 1`J CLG FAN � (' % PRE -WIRED CLG FAN /;FOYER El GFI ; t 42 Co ` I P$. FOR � / (BOLLARD BDRM. #— �. ' ,7 MOUNTED LIGHT _ CH %I IN ATTIC PRE -WIRED CLG FAN 1 I PHI FOR CHIMES KEYLESS FIXTURE METER wi () ® FIELD VERIFY CLG. L OUTLET Lam' IRRIGATION CUTLET • 4W AFF. GARAGE 1 3 ELECTRICAL PLAN SCALE: 1/4' • I'-0' LIGHT _ L j LED LIGHTING @ SINGLE LAV. • 15ATH 'Q PANEL: A PANEL: 42 at beaker VOLTAGE: 120124OV-1Ph MAIN: 150 Amp M.L.O. FEEDER: 381MCu THAN61-a6Cu(G)In2'C. OR 3-a4NALTMNNS1-54Cu(G)in7C. win Fr• mw a.m w•ft amw a— W.. D•.nwan .k I•r. W.N 2 N NC AF141 1D RVA r mx No + 3 2 4 44N N.C. C.UA 4D i 49 a w RI-0 12 a 4600 Y6.1•rKa.r. 26 2 nB a10 2 m Dry.r (Opp .1 10 IWO Wft rOFI 20 1 N2 n 12 n2 1 m OFI 600 IsDMb. 14 I= ..l1.r OFI m 1 n2 02 1 m SR.k•row Nam. Dr_AFCI NO 15 16 I= m 1 02 012 1 m 6IIAp0m, i5W 1 17 16 1500 atlaur Na.a iml—i m 1 n2 014 1 16 Gsn Intl wMO NO 10 m Ism amk Wa. m 1 n2 n4 / 16 NAI Rmm R.. dM AFCI m21 22 1N6 9.NR .dr JL.n R4p .OFI m 1 02 n4 1 16 Uoft 4m D 24 No BUM .n41b dp NCI 16 1 044 n4 1 is 9 .s2 Us. .d R•e AKCI N0 N m N0 gal Flea H. .,d 16 1 014 044 1 16 adm.b .na R.e AFCI 461 Z7 m 600 kw.arr is 1 .4 014 1 16 aarn.N had R. JI&iM lAFCI 4N ZB m wo Qw Wacar U.M. Is 1 n4 n4 1 16 F w !aN AFCI 100 31 32 12DO Bea is 1 n2 33 34 36 Se s7 >g E lB 41 42 wa. t•bm.d ROU.oremra,.lw. 1766 Laal.m .aa bm l Nebareawal. I M. Demand Factor CokuMiorre: ABBREVIATIONS:LTC A•a: ARC FAULTCRCUR NTERRUPTER NC NONCONCDsNT LOAD 0M: OROWDFAULTNTERRIPTER Tarr la.tl. mam.d ada 6Tm0 RM1 vRbtl/00% INN R4mri w.LL. r40x INN Im a, ti- 10% b {M• ism LOAD CALCU LATION IB BONED ON NC NON -COINCIDENT LOAD Tar Cmn.ebd L6etl wrl. I 3R00 Tattl Aaps(wml2.Owk.) 12a4 G."MI LI NEn a R.a tack Le d Tabl AIC a � Fwl O.�wtl Ib 6 Rs ] W I . R. Kaarb 1 at65N111 Nat 100% Omar1 Ckba O.nN U.6 R•c P•nr A1 12�11W5711 1405 4215 65 1 4260 TotalwNb 426 I M LED LIGHTING ® SINGLE LAV. OWNER'S BATH 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLT WITH ELECTRICAL PROVISIONS OF T1 E FSCR 6LH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. S. ALL CONDUCTORS SHALL SE TYPE T #VTFAW UNLESS NOTED OTHERWISE. POWER COMPA TRANBFORIMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 •I COPPER (CU) IN I-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. NEUTRAL CALCULATION, LIGHTING, APPLIANCE, LAUNDRY LOADS. 14]83 VA 30M VA • IM%, REMAINDER a 3D% NET LOAD: 6,%49 VA RANGE: 120M • 10% SAVO VA DRYER: Dove • 10% 35M VA TOTAL 18,841 VA NEUTRAL AMPACITY, 18,489 / 240 • 18 A F2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 312/0 CU, THUN • 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN a 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) C0115INATICN SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCS TELEPHONE SERVICE ENTRA EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP P/240 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT --�• 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE POOR 6LFI EDJjjO(2011)ITjE (2011)TION(2011). 5/6" DIA X 6 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-774.4078 www.abdosigngroup.com L AA A 0003325 J r Z MEN 3 r 4 fA UDDIV. k LOT'BBOTT PARK LOT #32 BLK #8 PROJECT 04181.00t-32083 MODEZA 3EKB "1405- KEYSTONE" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C a m 3' •8' 25'-4' - - - - - - - - - - - - - - - - - - I I I I 00 o+ go I I � � N pm I 4 II II O u � ill I ill i I i ------ I I B I I I I I 0 I OLAv. 2' V.TR F — — — — — �2'-10' I I/!' I Z1� �1 1/2' KITCHEN 3'-0' 5'-II' Lam -----J uw i k-I In' AUTO VENT _ I LAV.I I � 2' V.TR Q --- 1 1/2' ( sue¢ 3' j------ --- I 3' 111/2' 3• I 3• II/2' 3 � ' h�� I i wA5HER1 •'13. ,,yyam 2'-A LAV I `I 1/2' 1 3' 1 I I IR' 1 q I TO I MAIN I 4' TUB j s' 1� 2' PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 • F-V 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwabdeslgngroup.com AA M: 0003325 Pi 5 Z 3 aUBDly & L.OT ABBOTT PARK LOT #32 BLK #8 I-non=T* 04181.000-32083 MODZIA 3EKB "1405- KEYSTONE" GA %AOZ 8WINO: RIGHT PAOZ: PLUMBING PLAN 160 MPH EXP. C 2X4 TOP PLATE PLAN 7 PRE-FAB TRUSS V2• CLG. OOARD y 1/2' DRYWALL I SECURE 02 MAX 11 STUDS SLAG NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. FLR 1' � ' 4 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.0 ON J' O.S.B. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORI LAND—J--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY &-0' FIN. R-R�— &/S' GYPSUM BI OR 1/2' WW STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. B' CMU IR' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9i05.1.1 ON ObB. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TR S6 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FM. FLR m .. a a aW/ WINDOW OPENING OPENING TYP. WALL SECTIONWALL SECTION o NO OPENING NOTE PER SECTION W5.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL (2)OLAAYERIUNDERLATO LESgYME T SYSTEM D1 SCALE, 3/4'.I'-O IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 r•. v+' TWIM 7 COAT - FORn AM ClliT FGASTIM AFFLMD on lemy TO MASGNWf r3"�GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-m' 2X4 SPF 24' O.C. MAX SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER IM FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9®5.I) ON i' Oba STIFFBACK AT ALL UPRIGHTS SHEATHMS OR i' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I..,. FASTENER SCHEDULE —PRE -ENG WD. TR188 TYP• MTL. DRIP EDGE -- - oN. PER ELEVATION - — 2x FASCIA PER Ir ELEVATIONS CONT. 2x RAT SECURED PER STRUCTURAL DETAILS J/ VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-�'' GABLE TRUSS PER ELEVATION WEEP SCREED 5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION — 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRNG STRIPS • 24. Or— W, GYP. U.L. BD. . cm WOOD BASE W" Ara wv. w �N Y no ulvs x9a en• w cm ra r.ago. OW aAl 4 GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R50511 ON 1}' O.S.B. SHEATHNG OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRM WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK. 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY e' llu a a W/ WINDOW OPENING BB TYP. SECTION NO Of 6 1—STORY GABLE BLOCK WALL D1 SCALE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32150 PH:407-774-6078 FAX: 407-7744078 www.abdesIgngroup.com AAf:0003326 z 3 sVBDIV. at LOT ABBOTT PARK LOT #32 BLK #8 PROJL'CT* 04181.000-32083 moD&L: 3EKB "1405—KEYSTONE" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C Im 2X6 P.T. • CENRR Or DOOR HEADER &•LAIRD 2V (U N' X &• J-DOLT UV 4' MN ZPVWJX 1NT 4V 2' X 21 X V&' OAGNM 4 NN CR IW (2) yr X 0' ANCHOR DOLT& 4V 2• X 2' X VI• WA&IER 1 NTT ® &[CUE 2VA CN MAT TO DLK ® WW MA&ONRY NAIL& 7X5 GE GARADOOR K W0JIED UV (9)14' X VJ-DOLT OR AND40M ® DOLT&. W 4' MN EM89D9ENT, UV 2' X 2' X V&' IIlAGHM 4 WT. (U WITHN &' OP TOP. (U WITHIN &' OF THE em (W RVENLY &PACED. IN 110 il 10 IB NOTE& ALL ANCHOR&DHALL W N ACCORDANCE TO MAN/ACTURER'& 114MLATILN N&TI{ICTION& WIER: Md . UMTIl1CTIe M AI P40M ATRN5E4T GARAGE DOOR T BUCK ATTACHMENT CA1.V e•.1�' cm LVI VX4' OR I'X2' P.T. NAILER Ix4 P.T. OR 9YX4' MtK SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi WITHIN W OF EACH END 4 18' O.G. MAX SPACING DOOR CASING t DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +6/4 >r BLACK +3 4 OR +6 A SCALE: KT . 2X4:® SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN W OF EACH END 4 IV O.G. MAX SPACING. 2Xb:m SECURE TO BLOCK W/2-V.' TAPC0MMIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT149 WITHIN 8' OF EACH END 4 8. CMIJ 18' O.C. MAX SPACING. 14 DRYWALL 2X6,m ❑ I•X4' OR 1'4' P.T. NAILER SECURE BLOCK W/2-%' CASING (MIN. SHANK SIZE J,15 MIN. HEAD SIZE 300 DOOR AM JAOR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END + MANUFACTURES DETAILS. W OjC. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" 11 1 VI[NDOR TO BLACK " SCALE, N.T . +1-1 ' 2X4= SECURE TO BLOCK W/ Vo' TAPCONB (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X IS' OC. MAX BpACING. MUST BE ON OUTSIDE 4 2X16"m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V&- TAPOONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300' CMU MIN. EMBEDMENT 149 • DRYWALL WITHIN 8' OF EACH END + IS' O.C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X8:m /2 TO BLOCK W-i(+' SECURES OUSUb X 4' MIN (MIN. SHANK SIZE .14b DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN . OF EACH END + 8 MANUFACTURES DETAILS. IS. O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )l) DOOR JAMB TO BLACK +1-16 " /nl 111NDOR TO BLACK +1-15/ 8 " SCALE: N.TA 2X4:= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE "0 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64 SECURED THROUGH SECURE TO BLOCK WR-%' NON-STRUCTURAL i(4' TAPCI" TAPCON MIN. 1 Y4 (MIN. SHANK SIZE .10 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4•) $. CMIJ WITHIN 8' OF EACH END 4 )f• DRYWALL DRYWALL 18' O.G. MAX SPACING- OR Da' P.T. NAILER SECUR2xsE DI OGK WR-11(4' CASING TAPCON (MIN. SHANK SIZE .146 AATTACH MIN. HEAD SIZE 300 DOOR AMB OR WINDOW MIN, EMBEDMENT I Y49 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUM15 JAMB (00 NOT EXCEED )4) DOOR JAMB TO BLACK +2 n WOMW TO BLACK +2 1 4g " SCALE, KTA. 2X4= SECURE TO BLOCK W/ i(4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%'NON-STRUCTURAL 11(r,' A TAPCON MIN. I Y4 (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . Cm MIN. EMBEDMENT 1 Y49 ' DRYWALL WITHIN 8' OF EACH END 4 X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. Q 2X8m SEA�SO BLOCK W/2-96 '4 DOOR CASING (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END + ATTACH TO 2X PER 10' Or- MAX SPACING, MANUFACTURES DETAILS. remw ml rorugsJMmrooNor OKAY) DOOR JAMB TO BLACK +3" E SCALE: N.T . 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W(2-%' NON-8TRUCTURAL W,' TAPCANS(MIN SHANK SIZE TAPCON MIN. I-Y4 45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT 149 8' OF EACH END 4 8• CM 1S• DRYWALL 18' OiC. MAX SPACING. 2XB:m a 1'X4. OR 00' P.T. NAILER SECURE TO BLOCK W/2-%* 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 W/f2l�d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 b' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4) OOR CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR JAM E TO BLACK +3" F +" E: N.T . I TO BLOCK 2X4= SECURE TO BLOCK U TAPCOWMIN. SHANK SIZE 14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN $• OF EACH END 4 MUST BE ON OUTSIDE 4 W O.C. MAX SPACING. SECURED THROUGH 2Xbm NON-STRUCTURAL i(4' SECURE TO BLOCK WA-1/4* TAPCON MIN. 1 Y4 TAPGONWMIN. SHANK SIZE EMBEDMENT INTO BLOCK 14b MIN. HEAD SIZE 300 . cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. OR I•X2' P.T. NAILER x8 2m ID SECURE TO BLOCK W/1-1/4' Ya' O.S.B. X 4' MIN. TAPCONS NK (MIN. SHASIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIK EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER I8' O.C. MAX SPACING. MANUFACTURES DETAILS. NOm Mf Y rip TO!•IJI� AMf fDO rlOr Ot��'/ DOOR JAMB TO BLACK +3-7/16" n 11DJD00 TO BLACK +3-7/16' E, N.T . 2X4= SECURE TO BLOCK W/Y.' TAPCONS (MIN. SHANK SIZE .14b MIN. HEAD SIZE 3" MIN. EMBEDMENT t Y4): WITHIN 8' EACH END + STRUCTURAL 2X 18' D.G. MAX SPACING. MOT BE ON OUTSIDE 4 2X6,m SECURED THROWN SECURE TO BLOCK WA-1/4' NON-STRUCTURAL 'V TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J4b EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') $' CMU WITHIN 8. OF EACH END 4 K• DRYWALL 18' OL. MAX SPACING. ❑ I•X4. OR I'X2• P.T. NAILER 2XSm SECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPCONS R CASING (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8. OF EACH END • TTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 41) DOOR JAMB TO BLACK +3 3/4" WINDOW TO K +3 4' H SCALE, RTA. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407.77448078 FAX 407-774.4078 VA"Abdoslgngroup.com L AA M: 0003325 a Q P 8 4�4 4 40 BUHDM S. XOT: ABBOTT PARK LOT #32 BLK #8 PROJECT 04181.00t 32083 MODE1s 3EKB "1405-KEYSTONE" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdasigngroup.com AA t: 0003328 o � � M44 z 3 9 ro 0 Y1 1{i 0 Ot IGLD WMIO • rL A O L noLD NYRD • rr. A ®•� LQREAY•IR.0 ® KICKOUT DETAIL OLrotoMUMD. ® LMLDwwro.n.A r WOOD SHEATHING ORCMU n. • a. oRur • n. s ! ; WRB LAYER h, L "RWA'S • Fr. a a cAAx . n. C STUCCO WRAP (FRAME ONLY) o. CLAY • Ff. C„Yi ♦"j-FR.OOVER R. - V 00"C" R..YIYT�� t THICK, 3 GOAT CEMENT PLASTER (FRAME). COAT LEGEND CEMENT PLASTER (CMU) Ne METAL LATH (FRAME ONLY) LAP wRe 4 TAPE OVER DRAINAGE PLANE (WRB ® ® ® ROOF/WALL SCREED LAYER 01, STUCCO WRAP) bm CUT. pTNM3COAT C nW z 5'x5* V TYPE CONTINUOUS WRB LAYER 4p2 (FORTIFIBER ......— — — FLOW" `CM''�t NAIL TO AL FLASHINGs G°4wROOF DECK,NOT BUILDING PAPER) wd LATER I. PC*TPEM '� WALL SHEATHMG) PAPER YRO LATER'1, CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X SrX= ~ MWAMO LY) INSTALL WITH ROOF CEMENT BvsDm ea LOT: ABBOTT PARK LOT #32 BLK #8 PROJIBCT# 04181.000-32083 moDzu 3EKB "1405-KEYSTONE" GAPULGa BwsxG: RIGHT PAGN: WALL ASSEMBLY DETAILS 160 MPH EXP. C I.M LATetl Or suLcm wr OVER, ILALIH ftmod. Kor ��:,' STUCCO IRre on Cru .. w..LL,LA y y I ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING g�A-;" n.A.I" IM 2 SAL SELF-ADHESIVE FLASHINC-s — — — — — — NOTE: A METAL LATH: LATH TO BE PER SECTION AR NO9WBM �r o °t� °°" R-1031.1 / ASTM C-841-0g, MIN. 2.5 LBS. SIR PMNT — PER SQ. YARD (UTILITY OR NOMINAL DATE: os/1z/zo —� Yunaw,nKN».G.LL, FASCIA "L" LATH DOES NOT MEET SPECIFICATIONS) BHEZT cJ FLASHING N.T.S. WA 1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO UJRAP) LURE LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES 6B DRYER VENT (,BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE— PLASHNG (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASI A VENT PENETRATION SCALE, N.T.B. ELEC. METEF VERIFY LO a+lccr+ iv r�c�.clvc 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 BASE 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 IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMB ENTERS BOX, APPLY TO F EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JONTS AND INTERSECTIC UIooD SHEATHING UM LAYER M, STUCCO WRAP UIRB LAYER 4, FOR FIBER BUILDNG PAPER METAL LATH FASTEN TO WOOD 6TFMICTURAL MEMBER • l' O.C. MAX v TO)p MID-u14, WEa agOlm W WIDE STRP SELF AD ESIVE FLASHING. CLEAN MA60NRY BEFORE APPLYMG ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING HING MEMBRANE FLAS APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER M STEP #1 RANE GRADRAP T 9 Co60 MIN E 'D' FELT OVER AGE SELF -ADHERING FLASHING OVER APROVED HOISEWRAP STEP #3 S' STEP #2 WRB LAYER M, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING �- WRB LAYER "2, FORTIFIBER BUILDING PAPER STEP a4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP *5 STEP #6 @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 Ir z 4 � i 6 73 BUNDIV. & LOT ABBOTT PARK LOT #32 BLK #8 [PltOJZCT# 04181.000-32083 MODEL: 3EKB "1405-KEYSTONE" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C 1441N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdoeigngroup.com 144 AA C.0003326 8 z14 S DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) 4A WRB LAYER 02 (FORTIFIBER ...... - -+ BUILDING PAPER) f Q METAL LATH x-x-x-x x STUCCO WOOD SHEATHING LQ lij SELF-ADHESIVE FLASHING - - - - - 2�k CORNER BEAD SUDDIV. & LOT: ABBOTT PARK LOT #32 BLK #8 PIodzCTi1 04181.000-32083 MOD14IA 3EKB "1405- KEYSTONE" OAnAGE 91RN0: RIGHT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ;....;.::.• (FASTENER 4 SPACING 0 I' O.G.) N N !� GMU % THICK, 3 GOAT CEMENT NO PLASTER APPLIED DIRECTLY TO MASONRY D = 05/12/20 9CALt0: 1/4"=1'-0" 14 B CORNER BEAD Ca? BLOCK WA3 WOOD 0"TRCTION BEYOND WOOD ONEATNM6 WATNER RESISTNI DAMNER M 6�AItltlAIR FEWSTIVE ./ OIDMG \ ` IRM PLAGWM I"i N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA O: 000332E o r S FLAGWNG f "� 1 BJARIOER IREM&TIVE 01 STARTER STRP \\ \\ R IREWSTIVE M SELM1ADNERSKs I � � rLAeNMo GAL'2y' MVVASNpMETAL pTI •� �� WOOD Twi FINDER h• x aq / \ ■ / uliSDc.' 6R,II.A! TIDR � - 7RM FEFDE GAP Wr-AULKM OR�AFrRPA T ` i'' OEB2CASM lu SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R1O3.1.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ABBOTT PARK LOT #32 BLK #8 PROJECT# 04181.000- 2083 MODEZA 3EKB "1405-KEYSTONE" GARAGE EWWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH LEGEND DRAINAGE PLANE (WRB � LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — • — — • — BUILDING PAPER) a METAL LATH x—x—x—x NO STUCCO 05/12/CALE"1/4"=l'-0" WOOD SHEATHING ® [DIAT& HMET SELF-ADHESIVE FLASHING — — — — WA4 I I I 1 1 1 1 —2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL a STICK —DRIP EDGE �1 II —1/8' TEXTURED I FINISH 6 WOOD 111 1/2' TEXTURED FINISH 0 CMU / 1 / 1 e METAL FASCIA 1 WRAP Ye, FROM 1 I f STUCCO, i' FROM --------- - - - -; ;a WOOD WALL 1� \\\\ ---EXTERIOR WALL 1 (FRAME OR CMU) 11 \\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY \ ®ELEVAT f ON ®fiPLAN A 1/6' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP ORWOSHEATHING cm WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER CIUILDNG PAPER -- — — (FRAME ONLY) 2X6 SUB BAND ROOFING CEMENT DRIP EDGE ©PLAN 8 METAL KICK OUT —ROOF KICK OUT REMOVED 11 FOR CLARITY 1 ROOF DECK (BEYOND) `1 DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 10. '1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH 6 END, WRAPPED IN PEEL < STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT O WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C' SCABBED TO TRUSS W/12d NAILS W-8' O.G. MAX. 2x SUB -BAND W/t�'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / 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 fL x x x x x C7��tc x SUB BAND DETAIL® WALL 3 SUB BAND DETAIL ® WALL W/KICK—OUT NME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U4'x4' NOTCH END, WRAPPED IN PEEL s STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND �� 1 WA�W' NOTCH e END, WRAPPED IN PEEL t STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA s: 0003325 m � � z c ITT J raysaiv ae IAT ABBOTT PARK LOT #32 BLK #8 PROJMT* 04181.000-32083 MODZU 3EKB "1405-KEYSTONE" GARAGE SWINC: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C aATE: rTZ:- 05/12/20 SCAUD 1/4"=1'-0" WA6 29'-0" 101-W 7'-W I TE-1 7 4" CONC. SLAB 3'-W 4" CONC. q 9 a� lul SLAB wl do 0 -0" H � � F- '? h I-3 112 i TOP OF SLAB I - °� �- -----= ------ 1 EXTEND \,` 3 t., SLAB 1 1/2" I Y I \\ ' I U. 4" PVC U. \\CHASE AS `-7 I 10'-1" V,18'-11" I I I. I I o I I I •I i I. I I. m I � I I I SEA J Iw F_ _ e +-51/2 I I' Y EXTEND 0D • ILL SLAB 1 1/2" / 5 2' 4' 1 I 4 60LLARIP AS REG. n PER BLDG. 14 CONC.ALJ=E SLABo. 2 -31/2 EXTENDSLAB .FM-12X18 1.1 y I I LLI 5'-4" 8'-0" iLL +-7 1/2 FMC-12X18 FMC-12X18 FM-12X18 4 4 .1 1. 1'-8' 8'-0" 13'-8" 4'-0" 11.11, 29'-W FOUNDATION PLAN SCALE: 114" = i'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 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.OINDICATED #6 BAR, GINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 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 6-13. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm 1,500 PSI, TYPE "M" ORS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W I AXW1.4 OVER GENERAL 3 1/2" 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. I TOP REINF. T.O.F. SHORT I LONG FM-12x18 12" CONTINUOUS 18" - (2)#Ss FMC-12x18 12" CONTINUOUS 18" - e "CURB VARIES F -1 12 " CONTINUOUS 12" 2 #5's - 0'-4- TEA 8" SEE PLAN 8" (1) $we + '-0" TE-2 12" SEE PLAN 8" (2) #Vs + '-0" 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdoeigngroup.com L AA #: 0003325 2 Lit aUNDM ae L07cl ABBOTT PARK LOT #32 BLK #8 PROJECT# 04181.000-32083 MODEL" 3EKB "1405- KEYSTONE" GARAGE awiNG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING Z g STEEL REINFORCING IN GROUTED g ^ STEEL REINFORCING IN GROUTED ° � CELL SEE PLAN FOR SIZE AND Q 0- O P CELL SEE FOR SIZE AND SPACING REQUIREMENTS:_ v �� • v SPACING REQUIREMENTS v_ . :.. GARAGE DOOR w V w T`. •s lv RECESS m J a U a a ..� . s FM .o O to Z 8" CMU WALL O 8" CMU WALL . CORNER BARS, SAME SIZE AS BAR I Lu W 6• O o ? IN FOUNDATION WITH 30" LEG EACH ;•I, w U + • WAY AT ALL CHANGES IN DIRECTIONS W V) TOP OF SLAB TOP OF SLAB I .. SO THAT THE STEEL REINF, IS CONTINUOUS - — � � V RIESAGE MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR ° a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIN. 4" CHAMFER (1STORY) N3 ,B' ° EXT. PORCH SLAB - SEE SLAB SCHEDULE TOP OF GARAGE • ' 4"CHAMFER ICI,° '-'v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' Z=p. MASONRY UNITS SET AT ELEV: W/ i/2"ISOLATION,, ° JOINT (WHERE • • 6"CHAMFER (2STORY) #4 24 W/ 12" ISOLATION (iSTORY) Le --', 6" CHAMFER (2STORY) .: 0'-0" APPLICABLE) Z SEE SCHEDULE �" JOINT (WHERE APPLICABLE) c EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE 38" FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #T 46" EXTERIOR MONO -FOOTING TERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scaE:3<"=1'-0 GA SCALE: GARAGE NER BARS DETAIL DOOR OPENING (D_� 4 SCALE: 3'4"=1'-0' SCALE: 3/4"=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 NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN Lu LL' 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING WALL Wl SYP No 2 STUDS SEE PROVIDE BLOCKING NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. GALV�ANEZED PIPE a g EPDXY. MIN. EMBED ( WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. TOP PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE @ BASE 6", LINO WASHIr2W PLATE WASHER SET IN HIGH STRENGTH SLAB WI10d MASONRY — a FOLLOW ALL MANF. EPDXY 5-1/2"EMBED. MIN. 0 16" OC NAIL 16" O/C STAGGERED. = SPECIFICATIONS FOR SIMPSON SPH4 SPH6 MAX ADDITIONAL METAL Fri = I USE AND LA BTM AND TOP PLATE CONNECTORS NOT F PREPARATION OF ANCHORS W/,Od x 1 12" REQUIRED WHEN NO SECURE FLANGE TO U" HOLE. COMMON NAILS FILL ALL N /n UPLIFT IS PRESENT. SLAB W/(4) 1/4" X 2 i/4" , DO NOT USE 10d w W TAPCONS -}, x T' SEE SLAB SCHEDULE SEE SLAB SCHEDULE R 4¢o a a .Q¢ 71CHAMFER TOP OF SLAB .. TOP OF SLAB (iSTORY) ° • 6" CHAMFER (2-STORY) a.�.. �_ e EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 5 SCALE:34"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 7 SCALE: 3/4"=1'-0" (W/ UPLIFT) 8 SCALE: 3/4"=V-0" (NO UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE Q ^ BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL C, PROVIDE DBL, TOP PLATE 16" O/C STAGGERED. ADDITIONAL METAL U CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. C O 8" CMU WALL POURED LINTEL CONT. (TYP.) +- 0'-w z0' 8" CMU FILLED CELL (TYP.) ,_ TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING .I• 12" DIA. SIMPSON ST82 BOLTS 6" +- 0.0- z SEE SIAB SCHEDULE MINIMUM EMBEDMENT INTO TOP OF SLAB a• Z _ y GROUTED CELL, 4" FROM ENDS AND e i "ISOLATED" COLUMN PAD 16" O.C. VERTICALLY MAX .0 • m e • CENTERED UNDER WALL AND ° ...�-�-a POURED MONOLITHICALLY WITH • +— — r FOUNDATION AND SLAB SEE SCHEDULE T SEE SCHEDULE FOR WxD, BAR SIZE bi / FOR WXD, BAR SIZE AND BAR QUANTITY I ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL 9 FOOTING AND COL. PAD BLOCK WALL CONNECTION scALE:ara"°''-0" (NO UPLIFT) 10 SCALE: 3/4"=1'40" SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 FM:407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA#:000332B Y O � rri `U3U a BUBDIV & LOT: ABBOTT PARK LOT #32 BLK #8 PROJWT# 04181.000-32083 HODRL: 3EKB "1405- KEYSTONE" OARAOE AMMO: RIGHT PAOE: DETAILS 160 MPH EXP. C 27-W U-10" 18'-2" 14'-6• 6-0" L-1 lEl Loll Log rm Y N N rm th Q F 1,7 Y N 4 io e v a N 0 4 IV " a'-1o• - 4�� cQ DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngmup.com L AA k: 0003325 S�Yt r �a aunDiv. ee LOT: ABBOTT PARK LOT #32 BLK #8 PROJECT# 04181.000-32083 MODMA 3EKB "1405— KEYSTONE" CIARw0E 9WDIG: RIGHT PAOL: DOWEL PLAN 160 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL R__,I ..HOOK GROUTED 80ND BEAM VARIES PER ELEV. — Z a °: 1441 N. RONALD REAGAN BLVD ° ; . i LONGWOOD,FL32760 °- °- PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com #5 BARS AA N: 0003325 Ell 8" g CLEAN OUT REQUIRED 0 Q FOR INSPECTION m .. -� 0'-0" FIN, FLR, TIE ERTICAI REBAR TO HORIZONTAL Eli REBAR W/ 10" HOOK g 4 BAR SIZE 48 BAR DIA._�c Z W #3 18" CMU UNIT DIMENSIONS O ##55 „ m ARE NOMINAL SIZES 42" MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" HORIZONTALNERTICAL +4 REINFORCING SCALE: 3I4„=V_0. 0 0 g— STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a U SPACING REQUIREMENTS � J 66 Z 8" CMU WALL 10, TOP OF SLAB - ° TOP OF SLAB z w SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB 4" CHAMFER (I -STORY) #3 18" OU ` ♦ ..a ° W/ 1/2" ISOLATION 6" CHAMFER (2STORY) JOINT(WHERE • #4 24" APPLICABLE) Z_ MATCH STEEL #5 80" ova 6"PVC CHASE i REINFORCEMENT " THRU FOOTING ,N- PER SCHEDULE #T 42" 6" PVC CHASE THRU FOOTING aUDDIV. as IAT: ABBOTT PARK LOT #32 BLK #8 PRO.TSCT 04181.000-32083 MODEL- 3EKB "1405-KEYSTONE" GARAGE aWING: RIGHT PAGE: DETAILS 160 MPH EXP. C MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE; 3/4"=1'-0" ^1 A NO DATE: 05/12/20 aCA=.- 1/4"=1'-0" aI'IEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T,O.A. = TOP OF ARCH I 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 (Psi) fc �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)il5 NIA GROUTED SOLID 1T/OWOB 4'.6" 4 8F16-1T/OM/0121 4'$" �! 1 4� ,r °r B i ,,,—UNO, PROVIDE BB1 WHERE y ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. i 1 E 9 i 1 2 9 i 3 3 i 4 1 m i 0 LL i w ff r � r � � I I r 1 L — — — — — J 8F16.1T/0M/0B 4, 8" Will -I AMpB ; i 1OIL a r f 8F20AT/01WOB "* i LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONAID REAGAN BL LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.com AA M: 0003325 Q� cl aysa:v ea LOT: ABBOTT PARK LOT #32 BILK #8 PROJECT# 04181.000-32083 MOaEIA 3EKB "1405-KEYSTONE" GARAGE Is`1111lNO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK 7BONDBEAm #5 BA CORNER REINFORCING OF BOND BEAM SCALE: 314"=1'-0" PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. PgS�F�P� NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. F = FILLED W/ GROUT U =UNFILLED .t1\� NOMINAL # OF #5'S, IN 2ND BOND WIDTH ,BEAM COURSE 16-1T/1 NOMIN—/' L $. # OF #VS, B TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - MIM/08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -MIM S INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST :-31/4" WINDOW i n, SILL SLOPE M TYPICAL MASONRY WINDOW %1 SILL CONSTRUCTION Y TYR E BOND BOND BEAM �1#5 1#5 TYP. B"xle' BOND BEAM •,'; 1#5 � 8 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BARJP) .y: BONDBEAM GROUT SOLID FR-*TOP LINTEL TO TOP OOF OPENING BEAM, IF FILLED SEE NOTE 5 BxB PRE -CAST C LINTEL W/ (1)#5 LENGTH OF BAR OF MASONRY OPEwINc-z"BEAM DESIGNATION OR�f8x8 PRE -CAST CE LINTEL, W/O STEEFERTO PLAN FOR LO .rw . Il N. RONALD REAGAN BI LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003326 y aUDD:v 4k LOT ABBOTT PARK LOT #32 BLK #8 PROJECT 04181.000 32083 WODEL" 3EKB "1405-KEYSTONE" GARAGE OWD40: RIGHT PAGE: DETAILS 160 MPH EXP. C aUDD:v 4k LOT ABBOTT PARK LOT #32 BLK #8 PROJECT 04181.000 32083 WODEL" 3EKB "1405-KEYSTONE" GARAGE OWD40: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' 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 CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177' ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. 0 zu 2X4X4' SECURE TO TRUSS W/ 3.12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-16 2'-0" EXTENSION SCALE, DR. SGALE� -� N.T.S.N.Tb FRAMING PLAN SCALE: 1/4' = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA M. 0003325 A I?i Qc Z ap mm avBDiv at LOT ABBOTT PARK LOT #32 BLK #8 PROJaCTO 04181.000-32083 MODsILA 3EKB "1405- KEYSTONE" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. fj 1,3 .T 05/12/20 aCALM: 1/4"=1'-0" exaMT s3 A{,) SIMPSON HETA16 TRUSS ANCHOR WITH— (9) 1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR (12)16tlx1 "NAILS TO TRUSS SHEATHING FASTENER SCHEDULE" DBE STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" z 4", (16) 10d x 3 }'NAILS TO GIRDER AND 6", 8" x 4'4" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" WITH (12) 16d x 3 " NAILS TO GIRDER O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD ix2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM BEE SCHEDULE A ALLOWABLE UPLIFT = UA 810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1A 1B 1C 3/'='-" GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON WHO10d"x TRUSS TRUSS AND HORS" x 2 1l4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) EDONSIMPSON INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF OPPOSITE BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TITEN 2 ANCHORS MIN. 2" COVER 6 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 scALF:3a"=r-0 (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'•0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 69-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) .X' BRACE @ CENTER TO BLK W/ 1/2" DIA. (2)'W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/iX4) FROM CENTER TO END. WASHER SET IN HIGH ,2R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" �` * SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1 z4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD P.T. PLATE W/ 12d's 8" BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION j U TRUSS ENG) CONT. 2x4 SECURED W/ EACH TRUSS py. MAY NOT BE REQUIRED (2)10d's 0 TO BE INSTALLED 0 10'-0" O.C. MAX. BTM. CHORD OF _ WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. 10 BTM. CHORD BRACING 6'-0" Q/C END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON AT EACH CHORD BLOCK WALL W/ GABLE END NAILS INTERSECTION TYP. 7 BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: 6 SCALE: 314"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4•D ID OLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER < 2/5•D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >518" 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO Fi AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5"D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" SCALE:34"=1'•0" i441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 A' � irr UU i 16 it F. eUDDIV. & LAT: ABBOTT PARK LOT #32 BLK #8 PROJMCT# 04181.000-32083 MODRU 3EKB "1405- KEYSTONE" OARA0Z SwtDrO: RIGHT PACE: DETAILS %160 MPH E C (2) 2X4 No.2 SYP DIAG. —� BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE ONIDED EQUALLY FROM CENTER TO END. 2x SUB -BAND PRE-ENG GABLE TRUSS = STIFFBACKATALL — UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) - 2x6 OUTLOOKER @ 24' O.C. SECURED W/ SIMPSON H10A PLYWOOD SHEATHING, SEE IJA\ "ROOF/WALUFLOOR"lq SHEATHING �� FASTENER SCHEDULE" \ SEE TYP. TRUSS CONNECTOR \ DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEEREO WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES @ 24" OIC, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 20 RA\RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED SCALE: 314"=V-0" W/HIP RETURN � TRUSS CONNECTION VALLEY RU _ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroupcom AA N. 0003325 J a � Z 3 Y gg y y}Q6 �...LLJ BitMDIV. ae LOT ABBOTT PARK LOT #32 BLK #8 PROJE 04181.CT00t- 32083 HODEZA 3EKB "1405- KEYSTONE" GARAGE SWU40: RIGHT PAGE: DETAILS 160 MPH EXP. C a V. UBLF-ENO ROOF WIND DESIGN PRESSURES NET R 7-10 1 =19.13 PSF (29.13) ZONE 2 = 36.78 PSF (45.78) ZONE 3 = 59.80 PSF (69.80) 'A"= T-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: 'C" RISK CATAGORY: IL APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SWANK 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 8d GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2, INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 112" CDX OR 7116" O.S.B. PLY WITH Sal RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116"ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J 2 s 7 W , C7 u. Y Z N . U w O (� b J a Z Z On . K On U Z� la J W CD W Zda U Z v z J Z W U W Q 0 Lu 0 W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END ��TER ORTRASS—``_ .___—, `',1 --__w' '1 �� ■�i� MLme ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 4D 6' O.C. IN FIELD I'd RINGSHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.8„(N FIELD J\ rYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 4D 6' O.C. IN FIELD I'd RINGSHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.8„(N FIELD J\ rYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33. MAXIMIMAGGREGATE SIZE WALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pRQWDE B%NIT ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6II EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED I4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUBSONMUND WHERE INDICATED ON 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 FORTHE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS UPPED 61NCHES AND SFALEDWITHADHESIVETAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 FORM -WORK. 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 EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP X2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT 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-0OWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-W OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. N DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR DO SCALE DRAW G REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS, AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. O REBAR SHALL BE ASTM A815 GRADE IN CONCRETE DEFORMED BARS, SHALL BE ASTM A815 A D SHALL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. A UST A GRADE 60IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION%AND "TPIMTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 ps} R DIVERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pa/ TOP CHORD -Ignp wm.rvt TYP. MIN LAPS SHALL BE AS FOLLOWS: iM BAR - 48 BAR - WOOD TRUSSES. 10 pat BTM CHORD -non-D oua t p5 BAR - 30" M7 BAR - 42' 30" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF M PROVIDE 38' z 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE NAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 Pat TOP CHORD 20 paf TOP CHORD 9 Paf W/ ASPHALT SHINGLES) (10 paf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 PM BTM CHORD 5 pat BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10p9f MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Paf WIND: DEAD LOAD SPEED=100 EXPO S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE EXPOSURE C, RISK CATEGORY II) (FBCBLE INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTICR201 BIT UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITf, STORAGE::40p HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 GUARD COMPONENTS: PASSENGER GUARDS AND HANDRAILS: NTS: AND CLE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL N SLEEPING OM: 4 ROOMS: VEHICLE GARAGES: 60paf, ROOMS OTHER THAN SLEEPING ROOM: IOpaf. SLEEPING ROOMS: 30pBf, STAIRS: GA AGE PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION eopaf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES- (ACI 5301 ASCE 517MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS. ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIORL SUBMITTAL TO THE ARCHITECT.HOP MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 1500 PSI. BLACK 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 L BE RETURNED UNCHECKED. S. SDRAWINGS IN THE FORM DRAWINGS SUBMITTED WITHOUT REVIEW WILL RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,ODO Pal, FOOTING TYPE "M" OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SU84RADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUP AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER... CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND $LAS-0ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR $HALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'* PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MANG, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMESTAMPEO WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUA14CE WITH THE ABOVE. REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A MR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1.12' FOR MI6 AND BAIL LER Y FOR A6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 14' FOR SLABS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM ASH, Fy = 36 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B. Fy = 48 KSL STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 Hal. 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. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIUTKxI 912E TYPE SPACING REMARIt9 APPLI— S. TYPE I SPACING I REMARKS 14 PT FURRING TO CASEHARDENEDCOLL GMAGE DOOR BUCK 'I1"DIAL TAPCON AIaaDNRY I S"OIC , 1YP'EMBED., I EGA.." MASONRY I CONC. NML1, LONG. S•QC To— NOWASHER FASTENER 1,/CEDGEDIST. .-,AM,— CASE HARDENED COIL W'OIL WWOOWIOOORIFA9TENE0 GAMGE DOOR BUCK 1111.WI E%PAN9ION BaLT ?A.� A"EMBEO.,a"ENODRIT, 1. PT. SEE NOTES NIL, 1?LONG. BTAGG... INTO MASCNRYx:ONC. TO— WASHER SEpcE GIST. wlNDow aucK USE —NE. COIL FASTENED MEn El —TO CONTACT THIS ENGINEER FOR SPACING to PT, SEE N]iE8 NAIL 11YlLWG. STAGGERED I—MAsaNRYIwNc. MAsowlrlwNc. REQUIREMENTS FIT. SWNIG DOOR a)]H.pIA 'TAPCOM IC d'C 11 WBEO, 9"EW. NDN.EAWNGW000 tYC ExPAN- PEMBED. REND &OG I 'ID.T.,P BUCK2a PT,SEEN'OTE. NO WASHER FA9TM1ER GIST., 117 EDGE DIET. ALL TO CONC. SLAB WI WASHER BOLT EDGE OI9i. T O STEEL VOUdt O.tOa•PAF a211T YO,G TEND. DIST.. 11? PT TO OOL.,BEE WI WASHER STAGGERED EpOE p19T. NOTE"'., O E S NOTES 1STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW ASDOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 J q To �O P 5 yyy = 3 I E� IPR UDDIV. do L.02% BBOTT PARK LOT #32 BLK #8 OJECT 04181.000--32083 MODELA 3EKB "1405-KEYSTONE" 0AP_4MR STaNG: RIGHT PAGE: DETAILS 160 MPH EXP. C t NO 907 5 DA"— 12/20 9CAL.ffi 1/4"=1'-0" Er C NI 1 r w