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HomeMy WebLinkAbout7796 Davie Ray Dr (2)r i 140503EKB -KEYSTONE ALL WORK SHALL COMPLY WITH PREVAILIN CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES OVA H O S L 4 REVIEW DATE �" LS CITY OF ZEPHYRHi PLAN 'EMINER 12602 TELECOM [DRIVE, TAMPA, FL 33637 T4DI: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nAM BZa= CODE, 67H Epm (gplq) • AFL IR)CAi. AND STATE =0 -OCCUPANCY —RESIDENTIAL GROUP R3 :CONSTRUCTION TYPE — VB ABV. ABOVE LAV. LAVATORY ONING LUMINOUS D AIC AAIR CONDITIONING M.0 MEDICINE CABINET ASTA13LM.C. ALT. ALTERNATE MFR AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD OL CENTERLINE MTD. MOUNTED CAH. CABINET MIL. rarely, DATE DESCRIPTION OtMA 61D SET 18WED ARCHITECTURAL SHEET DESCRIPTION 06AM ADDLED LIGHTS TO IOTCHEN 4 EATIA D" PER MARK EWES ADDED LED PG Cl-COVER SHEET PG GN—GENERAL NOTES ebROAT1 ADDED EXTENDED OvERHANG AT REAR DOOR OTlOt/19 ADDED BOLLARD AND R{:MOVED 0F18¢ DOOR N o. BATH 08R9/l9 REVISED LAIBaE SAND BELOW UIPCOIL TO 6' BNID TO MATCH GARAGE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 INTERIOR FM— CLASS B •BASIC WIND .SPEED - Vntt=I80 MPH Va3d=t2411PH •EXPOSURE - C •I -STORY RESIDENCE _ CLc. CLR CONC. CPT. C.T. D. DEL. D.G. CEILING N.T.S. CLEAR O.C. CONCRETE PL CARPET P.B. CERAMIC TILE PH. DRYER PLT. DOUBLE PLYWD. DUAL GLAZED PR NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAH2 PG Al —FLOOR PLAN PG A2D-ELEVATION D PG E1-ELECTRICAL PLAN 0946/19 FRAME WALK REVISIONS Or " AD = WT) LAYOUT IO aft ADDED 4' To CLOSET N EEDROOM •S vVe o REPLACE" CONNECTORS WTH GPFW* CONNECTOR* •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DIA. DIM. DISP. DP. DR D.S. DTL. D.W. DIAMETER P.T. DIMENSION R. DISPOSAL BAD. DEEP RA.G. DOOR REF. DOWNSPOUT RM. DETAIL R.O. DISHWASHER S.C. PRESSURE TREATED RISER RADIUS RETURN AIR GULL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE PG PI -PLUMBING PLAN PG Dl —DETAILS PG D2—DETAILS PG D3-PRODUT APPROVAL LISTING 01WO ADDED OPT. REAR A1C LOCATION • STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALC.'S uvNG tomb $a. Fr. ROLAND A. ABOUCHACRA AR No. 93723 EA. EACH S.D. DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT, SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR EHwR SHOWER PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-13078 Fax: (407) 774-4078 GARAGE Z43 SO.FT (3rTRT �® SQ TOTAL 1068 $Q FT. SWOPAW SO SaFT F.G./FX. F.G. FIN. FLR FLUOR. FRDR FIG. GA. G.F.I. FIXED GLASS SIM. FUEL GAS SL. FINISH SL. GL. FLOOR STD. FLUORESCENT Sws FRENCH DOOR FOOTING TEMP. GAUGE GARBAGE DISPOSAL T.O.C. GROUND -FAULT R`PTERLICBiCDIT T.03. SIMILAR ELIDING SLNINGGLASS STANDARD SHEARWALL SECTION TEMPEREDGLASS TOP THICK TOP OFsuBE PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.H. HOSE BIB IHNDR. HEADER HOLLOW COREWP INSUL* INSULATION HEIGHT WD. INT. INTERIOR W/H W.I. TYPICAL UNLESS NOTED OTHERWISE WASHERROOP WITH WATER HEATER WROUGHT IRON PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG 51.2—DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL UABB11Y FOR INTERPRETATION OF E CONTRACT DOCUMENTS. TH IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.IA—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.lA—DETAILS PG S3.1B—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WIRITTFN/DRAWN FORMS IN A TIMELY 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. 1441 N. RONAL.D REAGAN 8L LONGWOOD, FL 32750 PH:407-7746078 FAX 407-7744078 www.ebdesWgroup.com AA A: 000=5 aUODIV ae LOT: ABBOTT PARK LOT #11 BLK #10 PROJ=TW/ 04181.000-11102 MODEU 3EKB "1405— KEYSTONE" GARAGE OWING: RIGHT PAGE: COVER SHEET %160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANGES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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. 4, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'% THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION 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 13/8INCHES 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 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 518 -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 CINCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. 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 PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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'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 COVERMS 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 F N SHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye' 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, 1/7 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-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & 11703.7.1. 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 -I IA AND R703.7. FIRE RESWANTCONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114' TYPE'W' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S 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 / 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. zo 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407-774-8078 FAX: 407-774.4078 www.abdoslgngroup.00m L AA M: 0003325 S z sUDDIV. a LOT: ABBOTT PARK LOT #11 BLK #10 PROJECT 04181.00 -11102 MODEL: 3EKB "1405- KEYSTONE" GARAGE 81I7NG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C "Ou'rr 05/12/20 DATE BCALE: 1/4"=l'-0" GN I 1 it oI��11�IMIMo MongolioIn m O m i i � O aw i o � � • \ �• t a•a 0 ,1 o . a I 0 � -- im \ 1i = ` ? I M mHu 0 n11MMm1mIMIo oJlim 011,0 I FLOOR PLAN WALE. 1/4' • I'-0' EXTERIOR MASONRY WALL Ei HEIGHTS SQ.FT. CALL. S LIVING 1,405 SQ FT. GARAGE 243 SQ. FT. ENTRY 20 66t FT. TOTAL 1,668 Sd FT. 60 PATIO SO SO. FT. 81C�OCOFOM FCR IEO V=M OPBMIm BOWIE ME II WH MDMO I MM11M AIOTRE FOOTAGE MIN. WINDOW IV 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-" CRITERIA *010 0.1-0. 112 D 211 1b BASIC HIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.-C, MEAN ROOF HT. = IB'-1" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CChIMCAIE09 M NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE $HALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MMl IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS, NOT LESS THAN 13/8' l35 Mi THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdomigngroup.com AA M: 0003326 Q rgQ g1 � •J F'SUBDM St LOT: ABBOTT PARK LOT #11 BLK #10 PRO"mTo 04181.000-1 102 HODZIa 3EKB ' 1405—KEYSTONE' GARACE a1sA0O: RIGHT PAd14: FLOOR PLAN 160 MEJ EXP. C 7711 DATIc'. 05/12/2 I BCALM: 1/4"=1'-0" F t• 6' LAP SIDING i' RAISED BAND (TYPJ 8'-0' BRG,� DECORATIVE SHUTTER/� � Tyr. 6' RAISED ^ ' BAND (TYPa 0'-0' FIN. FLMi T l ./-14'-5' BLDG. HGT. 4' RAISED ND V RAISED y ISED BAND (TYPJ COACH FRONT ELEVATION SCALE: 1/4 . 1'-O' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 W-0' BRG. OFF RIDGE VENT OFF RIDGE VENT T 0'-0' FIN. ARFADEATItC a 15R mll NETFREF VFNTINTE)NAREARfTR111RD URRR REryIRfO VENNNTX]N AREA • 5M jlRR 5.0 VFNTINTMIN ARN%SQ.INLN6PERfi.(INi • + iU3150.M MN. pEDUREDVFNIRATIIXI + S% TN.II IN UPPERPORfX)N Df Aii1C R 16 IN. Off WO(ZVEN"NTpN ARN • 1155D.Ik PFRVENE 36i.16/115 TDIAL%OF VEHR RfpIRMD TOIAL KIEVENS PRpvNED • 3.HBY 'ARN OE ATTX:ISTNE PENMITERDETHE W)USE, lBSTMEOVERNANG F%TEiROROf WALLTD E%IFRIp IKW ND FRIUN(SINOAU 4B fP. I FLR I - — - - 30iB � SINGLE LITE REAR DOOR --- -- 1 — u REAR ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH _ — 8'-0� BFdi. W.T. II 2'-0• I c0 00'-0' FIN. FLR LEFT ELEVATION SCALER 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT, F-1 I EO I 59 0-0' FM, FLRq--- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — --- --_T RIGHT RIGHT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH TYP. 8'-0' BRG. HGT. FIN. FLR S'-O' BRG. HGT, B' NGT 0' 0� 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PH: 407-7748078 FAX 407-774-4078 www.abdeetgngrou p.com L AA N: 0003325 J g S :o � r h i Y no SVHDIV. at LOT: ABBOTT PARK LOT #11 BLK #10 PROJECT 04181.00 —11102 MODE1e 3EKB "1405— KEYSTONE" GARAGE BWMC;: RIGHT PAGE: ELEVATIONS EF ^ ]E %160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e tWV CUTLET 20 NIP MOLE POLE IIOV OUTLET OOV OUTLET N OP OUTLET BEND TO IWTOI Oq SIFY OUTLET !� IER WNwO MLL NTeRP �e TYPE) IaeTAM TYPE) nOV OUTLET (4) WM CONEGnON ENT WTNpRCOP OJILET GROW MELT NTERRP1El SDITCN EIUTCH 3-WAY OPER SUTCM 4-11LAY OPER I-0 uW4.NolMT® �' �v.! EMIR CEILING LIGHT © LED CLG LOW LED VAPOR QVp "tX1 LOW O VP VAPOIR PROW LOW ORiC7mSSD — eNNL PAN I OM MR sa FT. VBiT. PAN BaL1aNr I CR1 P®R aG R. PD?! (aPEC'6 ?ISO ST ISUILDIVID !•OILe W6N• ® (MICE 1 AICUa1D x-eLLe WRAP • AIWUNC (9UlACE MNTJ 2' PLuOlaaceNT WILNONICEW p N+—�--�er 4' 7RAC1. LMIMi O PANEL METER OS.D. 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CAPACITY OP SE IOON mm"� SIn °P • LAUNVOY IROGM ImCEPTACLE e4tALL se aRam PAU.T CIRCUIT-NIEIR UPIIR PROTECTION 000 OD PBSCOM • W SMALL = NON METALLIC CAE" PER ELECTRICAL PROV 1610N6 OP Pena &TW SO (2eni • ALL WOW TO CO'PLT WITH IILECTIO AL P 4OVIGh tl Q i1R Neu An4 ED []er12 • ALL L wM SHALL W ELLwGTEO SY -sI OEM AND 161 a LNARais MINT eE MRGY MPIC�IT TYPE PER PPS. l Y COA hWATICN fluLtwe4TIAL 6mltlY ia.1at.�r i IRRIGATIC OUTLET 46' Ar- GARAG 1 1\ . -------- ELECTRICAL PLAN SCALE: 1/4' a F-0' LIGHT FOR DW HOOD WIRE W/ OUTLET FOR FUTURE MICRO. METER FIELD VERIFY LOC. f I-3' I-3- �) I I LED LIGHTING C� SINGLE LAV. IS BATH 02 PANEL: A PANEL: 42 art breaks, VOLTAGE: 120/240V-1Ph MAN: 160A.,p M.L.O. FEEDER: 3- SIM CUTHV(N & 1- 06 Cu(G) In2" C. OR 3-a4M AL THWN & t-B4 Cu (G) In 2" C. wIn Pas w IXw,I wak dwt saw w•w w N aw Pa• IN"far N x N AIC AIBYI 10 KVAa N% BAN 1 3 2 { 44N N.C. wC.UA 40 1 N ae 2 60 Rtap 12000 a 4600 wrr wur a 2 010 w0 2 30 O"R NN a 10 1630 Ww"r GFI 'A 1 w2 11 12 opm n2 I A D IOFi ND 13 14 1200 DYlav wOFI a 1 M2 w2 1 a 8maka/ONRn Maw. bN tat AFCI BN 16 16 12W 20 1 all 112 1 a $.a PAVIN.. 1600 17 IB ISM Etl1W MRo6l MNlwpn• 20 1 02 w{ 1 16 oN"NI d tla AP 900 1B a /6N 18-11A.0hrc• m 1 .2 04 1 16 u* RaanR AFCI w 21 22 1600 Bt11 IL•ul Rtq •61 20 1 012 N4 1 16 Cw B/—U 000 n N No CwntM1 eaN t.lA akAFCI 18 1 w{ s14 1 16 Bh . R U t—Rs Nt AFCI BN a 20 BN 2'w Fba Hill It tM R.k Is 1 044 .4 1 16 ea•1. NUd. -I sa k AFWI N6 21 2' 800 m aaltt 16 1 04 NO 1 16 BAm.N tM R«J BwhNAFCI 000 Zo 30 BoaQw W— Usf. Is 1 N4 04 1 Is F Rtlewa AFCI BN 31 n 1200 hoar 16 1 a12 33 >r a ,e 37 30 Bp- s w {/ 42 Iat4t ro4anRM klarcNWIlm•l Nn• aeBo 21]N Laura to bmtn4kkatkultlkn•IRa ABBREVIATIONS: NO: ARC FAULT CROORNTERRUPTER NC NONGONCDENTLOAD an: *MW0FAULTNNRRUPTER D—n0 F-W, C.1-IsNona: Taw labs tlw4tmtntl klar 676N w 100N"MA100% f00N R.nN6 Watt 4t{Mi In Taw UOlat4 10% b A4un 1 LOAD CALCULATION IS BASED ON A/C NON.COINCIDENT LOAD Taw CanntWLatl WtM 90N0 Ta1w Aalpah.lN 121a Wh) 12Bt Gan.RI Lighting A, RneZlaaN .Cad Taw AIC e w Ftw OtnwY Ut & Rta 3W l fl H+1vn 1 at 56 &Igjtat 100% Os,stl Ckwa OtnRN I" A R« PalRl A 12 3871 1406 4216 86 4280 T01a1waBa 4280 I L = I LED LIGHTING @ SINGLE LAV. OWNER'S BATH 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES. A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY (2WITH ELECTRICAL PROVISIONS OF THE FDCR 6tN EDITION 0112 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL DE TYPE THHNrtMLN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORIER GRADE PROVIDE D0 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 61 COPPER (CU) IN 1-1/2" CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID, NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS, 14.283 VA 3000 VA • 100%, REMAINDER IS 3511E NET LOAD: 6,13421 VA RANGE. 120M b 10% 8,400 VA DRYER: sowb 10% 3500yA TOTAL ISA4S VA NEUTRAL AMPACITY, 18,40% / 240 a 18 A e2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 312/0 CU, THIN { 1% GU IN 2' CONDUIT OR 3 04/0 AL, THWV • 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE I50A/2P I Mon TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOUT VOLTAGE CONNECTIONS ISO AMP P/240 VOLT I PHASE MLO PANEL CABLE TELEVI8ZN SERVICE ENTRANCE EGillPMENT I A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FDCR 6tH EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroupcom AA S: 000332E r g = 1 Er INVBDIV. As LOT. ABBOTT PARK LOT #11 BLK #10 PROJECT./ 04181.000-11102 MOD:L 3EKB "1405—KEYSTONE" GARAGE 81INWO: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C racara-a- 05/12/20 DATE: SCALE: 1/4"=1'-0" SHEET E1 Q� � Ln ------------------ I I I I - I I mo L-----J I Q z01 lO . II V I 1 II I III I • I I 1 I I ------ I I ------ I I 0 I I I I I A LAV. O v 2' v.TR �� Y• KITCHEN L - - - - - SINK a/ 1 1/R' 11/2• AUTO VENT j- - - LAV.1 WC. 3.HA 2' V.TR Q , --- 11/2 I Se r----- --- 3' I 3• I 1 1/2' 3' I 1 1/2' 3• WASHER; i 113' 2'� LAV 2' 1 1 1/2' 1 3. 4� I CA. �11/2' 11 I 3' TO 1 ( 4 MAIN [ A TUD I 3' 2' PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 a I'-V' 1441 N. RONALD REAGAN BI LONGWOOD. FL 32780 PH: 407-774b078 FAX 407-7744078 www.abdealgngroup.com L AA 0: 0003325 04 z BtMDZV. k W-r. ABBOTT PARK LOT #11 BLK #10 Pno =Tp 04181.000-11102 MODsrl 3EKB "1405—KEYSTONE" GARAGE BWMG: RIGHT PAGL': PLUMBING PLAN 160 MPH EFy C 2X4 TOP PLATE PRE -FAD TRUSS yr TL Cowr COIlR OSfD a cm m I/N' CLG. BOARD FOmw WIlLocrMAL FOR DIRICTLr TO MAOCNW No P.T. uo ATTACHM TO FLL NOTE: STUDS IN COLL ASFM PARTITIONS SUPPORTING APPRDVA. RTA 14' DRYWALL WALL HUNG PLUMBING cAuxnarAL SKALAW" FIXTURES AND WALL WATWW *TW CABINETS SHALL BE NOT i Fw«aH�erua 1g1LD1N ALL LESS THAN 2x4, WHERE Q„ "v.$11m DOOR MANl� SECURE Bt� 2X4 WOOD SPACED NOT MORE w•,r,•,L..,. �TO f° e: — �� . — \ 67=6 •24• THAN 16' O.C. OR, NOT •o•D •AAA lIOOD dins PIR i- tLV Wd MASONRY LEDS THAN WXro, WHERE APPIWVAL R¢ v!IlTK:,M. TRACK I, V.,.� I, NAIL • 32' Or -SPACED NOT MORE FFmT"wb TO p� MAX THAN 24' O.C. 80104M1° . SLAS APPROVAL MM FM. FL_ 2 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS i TYP. INT. WALL ( NON- BRG.) "'" D1 SCALE: 1 1/2'.r-V' D1 SCALE, 3/4'-1'-m' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, • EA END FIBERGLASS SHINGLES OVER F3m FELT PAPER INSTALLED PER SECTION 2x BLOCKING BETWEEN TRUS6E6 FIBER133LASS SHINGLES Q M z FIBERGLASS SHINGLES OR SYNTHETIC R905.1.1 ON I. Ob.6. PER STRUCTURAL DETAILS OVER �3m FELT PAPER OR OVER Aim FELT PAPER PRODUCT, NSTALLED SHEATHING OR }' CDX SYNTHETIC PRODUCT, OR SYNTH9ETIC PER SECTION RblI PLYWOOD SECURED PER INSTALLED PER SECTION PPEERDSECTIONTRBMJ.l FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' COX ON J' Oba. SHEATHING R9m5.0 ON ' Ob.6. ON J' O.8B. SHEATHING 5/8' GYPSUM BOA OR }' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' GDX PLYWOOD OR I/2' HIGH SECURED PER 1,_m. 1'-m' SECURED PER STRENGTH H FASTENER SCHEDULE tYP. TYp FASTENER SCHEDULE PRE-ENG UI7. 7WU88 FASTENER SCHEDULE HOARD MTL. DRIP EDGE O.H. O.H. 2x DRIP EDGEF REFERENCE 2x FASCIA PER ELK STRUCTURAL 2x FASCIA PER J.PER ELEVATION ELEVATIONS F SEE ENERGY CODE FORMS Fs ELEVATIONS ELEVATIONS 2x RAT RUN SECURED PER / C PRE-ENG TRIM INSULATION R-VALUES PRE-ENG GABLE PRE-ENG Tilt" VENTED SOFFIT STRUCTURAL DETAILS J/ VENTED SOFFIT MtL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE ENEON RWAY -�UE�MS FOR RUSS NG PER ELEVATION tRU6S PRE -EW� GABLE T I-®• WEEP SCREED kPER ELEVATION WEEP SCREED 2x FASCIA PER TYp 2x FASCIA PER ELEVATIONS OA ELEVATIONS 5/S• GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS �WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS of R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCE WINDOWr AS TAC4RES PLASTERR ORTLAND STRUCTURAL SPECIFICIA�TIONB APPLIED DIRECTLY TO MASONRY Ix2 P.T. FURRING RENCE STRUCTURAL STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. RURRNG 8' CMUBD. CEMENT PLASTER APPLIED STRIPS I/2' THICK, 2 COAT PORTLAND DIRECTLY TO MA80NRYCEMENT 1/2• THICK, 2 COAT I/1GYP•IUL.• CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. a, cm DIRECTLY TO MASONRY WOOD BABE PLASTER AD WOODB'4 DIRECTLY TO MASONRY m'-m' FIN. FLFtl : m'-m' FIN. FLR m'-m' FN Fm'-m' FN. FLR a. a' cm a. A. W/ WINDOW OPENING TYP. WALL SECTION � W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE= NO OPENING PER SECTION W5.1.1 - FOR ROOF 61 OPE8 Z 12 TO LESS THAN 4.12 A SVHDIV. rk LOT: ABBOTT PARK LOT ##11 BLK ##10 PROJECT 4181.00&11 02 MODEIA 3EKB "1405— KEYSTONE" GARAGE BWD•TG: RIGHT PAGE: DETAILS %160 MPH EXPR C 5 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 6 1-STORY GABLE BLOCK WALL D1 SCALE. 3/4'"1'-& 15 REQUIRED, FOR ROOF SLOPES D1 SCALE, 3/4'-I'-m' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ZW/ ASTM D 486S TYPE IV, OR ASTM D6151 Dw� 05/12/20 SCALE: 1/4"=1'-0" SKEET D1 IQML 2X/ P.T.. CENTER OF DOOR HEADER SECURED W/ (U V2' X P J-DOLT IV 4' MIR 6Nb8OM w W/ 2' X 2• X VS' UASFIER 4 NUT OR UV (2) Vt' X S' ANCHOR OGLTS UV 2' X 7• X ;; Uf4/NER 4 NUT IS BECII4E 2X4 CN RAT TO OL.K ® UV MASONRY OB NAILS. 2X6 G,ORAOE DOORK SECURED UV (9)1/2' X S' J-COLT OR ANCHOR ® COLTS, aV 4' MM. M%EDMENT, W 2' IN X 2' X VS' U146HE1111 4 NR. (U U4TWN 8. OF TOP. (U UITIIM S' OF THE SIM (3) EVO LY SPADED. B OB IS go NOTES ALL ANCHORS SHALL = M ACCORDANCE TO MAKFACTUIR'R'S INSTALLATION MSTM=IONS UJW EM SUCW MaTALh=eW a ARE MORE ATAMMI 4T GARAGE DOOR T BUCK ATTACHMENT ow. vrar 2X4= SECURE TO 15LOCK W/ ifs' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) 8' Cm UMT14IN 8' OF EACH END 4 NOTE: STRUCTURAL 2X li' DRYWALL 18' OR r- MAX SPACING. MUST BE ON OUTSIDE • 1'X4' OVX2' P.T. NAILER r/rIx4 2X6= SECURED THROUGH P.T. OR 9'4X4' MIN. SECURE TO BLOCK W/2-%' NON-STRUCTURAL i(s' SECURE TI-M FRAME 4 TAPOONS TAPCON MIN. 1-Y4 EXTEND I-Y4 INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ %' TAPCONB MIN. HEAD 61ZE 300 , CMU (MIL SHANK SIZE .145 D MIN. EMBEDMENT I Y4 ) 'DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT I -A' WITHIN 8' OP EACH END 4 18' O.G. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER WITHIN W OF EACH END 4 2X8,m 18' O.C. MAX SPACING SECURE BLOCK W/2-%, No' Obb. X 4' MIN. DOOR CASING (MIN. SHANK SIZE J45 DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4 ) ATTACH TO 2X PER MANUFACTURES DETAILS. WITHIN W OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. 18. O.G. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +,5 DOOR JAMB TO BLACK +1-16/1�' A R B CK +9 4 OR + 4 11IND011 MR LOCK +1-15/18 " E: RT . E, N.T . 2X4,m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 IB• D.C. MAX SPACING. 2X6,m SECURE TO BLOCK W/A-%' TAPCONS(MK SHANK SIZE 145 MIN. HEAD SIZE 300 MIL EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8. CM 18' O.G. MAX SPACING )J' DRYWALL 2X8,m VX4' OR DO' P.T. NAILER SECURE TO BLOCK W/2.%. CASING TAIR01" (MIN. SHANK SIZE .1, MIN. HEAD SIZE 300 DOOR OR WINDOW MIN. EMBEDMENT I Y47 TO 2X WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACINCs. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAM® TO BLACK +1-1 2' TO BLACK +1-1TO BLACK +1-1 sCAL : N.T.S.N.T . 2X4,m SECURE TO BLOCK W/' TAPCON6 (MIL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X64= SECURED THROUGH SECURE TO BLOCK W/A-%, NON-STRUCTURAL V TAP'O" TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8. CMNA WITHIN W OF EACH END 4 if' DRYWALL 18' OL. MAX SPACING. 2X84s� ❑ I'X4' OR i'X2' P.T. NAILER SECURE BLOCK W/2-%' OOR GA81NG (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. M' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR K+221 TK44" r\ O®OB ALE, RT 2X4= SE I)(s• BLOCK W/TAPO "TO (MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE= STRUCTURAL 2X V OZ. MAX SPACING MUST BE ON OUTSIDE 4 2X6s= SECURED THROUGH SECURE BLOCK W/2-i(► NON-STRUCTURAL '14' STO TAPCON MIN. 1-Y4 (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • C•MU MIN. EMBEDMENT 1 Y49 DRYWALL WITHIN 8' OF EACH END 4 NB' Or -MAX SPACING. 'XW OR I'X2' P.T. NAILER 2XS4 SECURE TO BLOCK W/2-%- TAPCONS DOOR CAGING (MIN. SHANK 61ZE .145 MIN. HEAD SIZE 3" MIN. Ell DMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EAC 4 END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. No14, 4NM M N4po to RR� JMR (oe NOT DR4401Y, DOOR JAMB TO BLACK +3' 11Di001► TO BLACK +3' ALE: N.T.S. 2X4= SECURE TO BLOCK W/ V TAPCON6 (MIN. SHANK SIZE J45 MIN. DEAD 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 2X64= SECURED THROUGH SECURE TO BLOCK WO-11(s' NON-STRUCTURAL 1)b• TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIL HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) B' CM WITHIN 8. OF EACH END 4 Jr/• DRYWALL 18' O.G. MAX SPACING 2X&m I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK WR-%' ND 2X SECURE TO TAPC,C (MK SWANK SIZE TRUCTURAL MEMBER 111, .145 (2)12d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y49 CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 16' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +T F +. E, N.T . 2X4m SECURE TO BLOCK 1LI/Y4 TAP02-WMIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE. STRUCTURAL 2X WITHIN 8' CF EACH END 4 MUST BE ON OUTSIDE 4 18' O,C. MAX SPACING. SECURED THROUGH 2X6� NON-STRUCTURAL 116' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAFCONS(MIN. SWANK SIZE EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300I=AcTupms , CMU MIN. EMBEDMENT 1 Y4•)V DRYWALL WITHIN W OF EACH END 18' OTC. MAX SPACING.X4' OR PX2' P.T. NAILER 2X8m SECURE TO BLOCK WAYo' Obb. X 4' MIN. TAPCONS (MIN. SHANK SIZE 14DDOOR CASING MIN. HEAD 61ZE 300 MIL EMBEDMENT I Y4')OOR JAMB OR WINDOW WIT14N 8' OF EACH ENDH TO 2X PER 18' O.G. MAX SPACING. DETAILS. NOT4, 4N4144 Npom To R wo NOT 4No4\p N'1 DOOR JAMB TO BLOCK +3-7/16' G R TO BLOCK +3-7 16' E, .T . 2X4= SECURE TO BLOCK W114' TAPCON6 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE OUTSIDE 4 IVO.O. MAX SPACING. 2X6m SECURED THROUGH NON-STRUCTURAL Vo* SECURE t0 BLOCK W/l•1/4' TAPGON6 TAPCON MIL I Y� (MIN. SHANK 612E J45 EMBEDMENT INTO BLOCK MIN, 14=AD SIZE 300 MIN. EMBEDMENT I Y4') 8' CFN.I WITHIN B' OF EACH END 4 )i' DRYWALL 18' OG. MAX SPACING 1'X4' OR I'X2' P.T. NAILER 2XD4 SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPGON6 CASING(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4' H N B K+33 4' E. N.T.8. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoslgngroup.com L AA S: 0003325 -r S O NstMDIV ac L,OT: ABBOTT PARK LOT #11 BLK #10 PROJECT++� 04181.00t-11102 MODEZA 3EKB "1405—KEYSTONE" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C iwl 1c"i 1 44',1_\ D TE 05/12/20 8CAL,E: 1/4"=l'-0" Emm= 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 STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12J31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.30 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13672.7 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 STRUCi. COMB WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.30 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 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.E SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.E SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.1E SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCi. 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 12/31J2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANELWA SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL4303.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 156.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAOAN BLVD LONOWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.etdealgngroup.com L AA M: 0003328 A th 0 a 19 8` Y aysa><v ae E.OT: ABBOTT PARK LOT #11 BLK #10 PROJECT 04181.00t-11102 1tODEI,e 3EKB "1405-KEYSTONE" awRwaE awlrTa: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C Dptlw ATE: 05/12/20 afiEET D3 OL HOLD MIM10 . Pf. A O I -- PT. A 2 CPNAN . I•r. 0 L GRAN . R. G OW �. OV.RAP 0" Ns'fgck*w. LLT FAGW 4. OA NAX Ol FcID NlW . R. A 1 CYAN . R. Al ;GLO K ® IFOLDNWC•rr.A L MAN. Pr,p 1 geAY • PT. C ♦ FGLO M. C OYE. PT. a T" IR.4 TOIOItl r morrom ILM10' wTe� nallr NAi. IRO. 02 tw cur. A COAT CA'QINT MOM yr 1 GOAT 'Aran (FRAM GILT, tti Ar•ORA m OfLTI OF a1KOFn ~ I FLAW ATOP Um an cm bi OILL FL.AMM QCK4W PLA04M (M MNINGAT ■or,oN a TION. ® KICKOUT DETAIL WOOD SHEATHING OR CMAJ WRB LAYER 01, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER (FRAME), I/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFAIJALL SCREED z 5'k5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT i° WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT �— ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER —------ IBUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHINGs — — — — — — , 0 NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdosigngmup.com AA k: 0003326 Y M. ABBOTT PARK LOT #11 BLK #10 PROJECTfp 04181.000-11102 HODEIt 3EKB "1405— KEYSTONE" GARAGE NWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84-1-0% MIN. 2.5 LBB. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMIANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP < SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING INSTAL PER MANI.F. SPEC SUILONG PAPER UNDER 'QUICK FLU AIVENT PENETRATION SCALE, N.T.B. ELEC. METEF VERIFY LO 2�Iv cc.crc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT 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 HOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 6m M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC uRooD CONSTRICTION 6'CMU� c/ WOOD SHEATHING WI® LAYER 9, STUCCO ~ WRB LAYER 4, FORTIFIBER BUILDNG PAPER METAL LATH TO WOOD 6TIwmm4L I; • V O,C. MAX i' WIDE 61RIP SELF A0NE6IVE FLASHRIG, CLEAN MA60NW DBFOR! APPLYRNG V - _ M104 • MASONRY (t�HORIZONTAL WEEP SCREED (FRAME TO BLOCKI WRB LAYER 'I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLAS14NG APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF-AD14ERNG FLASHING OVER APROVED WOUSEWRAP STEP 03 S' STET= 02 WRB LAYER h, STUCCO WRAP SELF -ADHERING ® MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 1% OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX:407-77"078 wwwAbdoeigngroup.com AA M: 0003325 o � •per+ j }yQjR !;WIXE ounDIv. Z L+OT. ABBOTT PARK LOT ##11 BLK ##10 PROJECT# 04181.000-11102 HODEIt 3EKB "1405- KEYSTONE" GARAGE BWDgC;: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - L 2 I/2' �k COMER BEAD (FASTENER 4 SPACING a 1' O.C.) CMU % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / ,� 7��CORNER BEAD � BLOCK 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdmlgngmup.com AA M: 0003325 atMDIV. & LOT ABBOTT PARK LOT #11 BLK #10 PROJECT* 04181.000-11102 MODMI. 3EKB "1405—KEYSTONE" GARAGE 8wu7G: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ms® D ,��., 05/12/20 aCALE: 1/4"=1'-0" 8 MT WA3 �I I "I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003326 WOOD C4"TgICT10N BEYOND uaoD aHEATHn+a� WEATHER RESISTIVE BARRIER a WEATMER IR1816TIVE AP eloRq / / A• aELF-ADFEatlNb !_.(ti' x 1 •LAL V 2 QQ QpaQ� eaQY Q aQ, n.AeI+IN� w-A814INS s U' WEATHER I^1a16TWe BANSTARTER STRIP / �� WEATHER RESISTIVE BARRIKneM ' oALVD METAL to •6r4LR M1E1 q •r PLAS14M w uiaoo`m 1'LTa R 0 2 gg CAGM I GAP WACALLXM SIDING TO STUCCO ® BLOCK TO FRAME 1%n1 .TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IPR UBDM & LOT:BBOTT PARK LOT #11 BLK #10 OJECT 0418 ,000-11102 MODEL. 3EKB "1405-KEYSTONE" GARAGE 8WING: RIGHT 1 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB Y, LAYER M, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) a METAL LATH x—x—x—x NO 06/12/20 STUCCO ALE 1/4"=1'-0" WOOD SHEATHING ® UT I SELF-ADHESIVE FLASHING — — — — WA4 of / VV —/----- ---------- —'--...--- -----------a----- - \ - -- - 2x6 SUB-BANb I W/1'x4' NOTCH 0 r---- - -- - - -- END, WRAPPED IN 11 PEEL 4 STICK DRIP EDGE 4 I\\ --- ----------- V TEXTURED I \ FINISH 0 WOOD I \\ 1 1/83 <� 1/2' TEXTURED \ \\ i FINISH o CMU i \\ \ l METAL FASCIA \ \\ WRAP Ye' FROM \ \ I ��l STUCCO, I'FROM4. WOOD WALL \\ EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 `" SUB BAND ONLY ®ELEVAITIQN ®PLA,N A 1/9' TEXTURED FNISH • ui=, 1/2' TEXTURED FNISH • CMU METAL LATH METAL FASCIA uAQAF' WOOD SHEATHMG OR Cm UM LAYER 91, STUCCO WRAP(PR mE ONLY) = UIR5 LAYER 4, FORTIFIDER DUILDNG PAPER - ------ (FRAME ONLY) 2x6 SUD ISAND t l ROOFNG CEMENT DRIP EDGE ©PLAIN B METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) - ''1/S' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH A CMU -2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL i PRE-ENG'D TRUSS TO BE GUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WN�'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL .3• 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 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 x x x x x x x x x x x x x x x IL x x x x x _ .. C7��x x SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT 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/IYx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ID ROOF EDGE OMITTED FOR CLARITY �ME 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 W/I1 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgagroup.com AA N: 0003325 h � z a SVHDIV. & I.oT: ABBOTT PARK LOT #11 BLK #10 PltDJMT 04181.0 1-11102 MODIII& 3EKB "1405— KEYSTONE" GARAGE mWW0: RIGHT PAGIC: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C t NO a � 05/12/20 8CALE: 1/4"=1'—( wHzZT WA6 29'-0" 1 l'-4" 10'-0" T-S' I TE-1 1 4" CONC. SLAB 3'-6" 25'-6" 4" CONC. q q m I w SLAB ui l ao ,•D, I LL a -3 1/2 TOP OF SLAB J _EXTEND \ 1.1 SLAB 1 112" 1. \\ I 0 \ I O ml '\, \ 4" PVC \CHASE I �\ OF I SLAB q 10'-1" \ \ 18'-11" I I 4 I I I � I I o I I I .I I I I 4 m i J TE-lLfL_ _ 1/2 EXTEND w SLAB 1 1/2" ILL w I 5 i 2'-4" I 1. 1 rw B I OLLARD I R 1.1 1 m AS REQ. M PER BLD& r---- 1.1 CODE )4" CONC. mf FM•12X1S SLAB wl i 2 3'44 EXTEND ro SLAB 1 1/2" I t W ml N L_ FM-12X18 � 1.1 1A I 2 O _ _ _ J =12 I� I 5'-4" 8'-4" ILL $-7 112 FMC-12X18 FMC-12X18 FM-12X18 Film 4 4 1.1 1.1 8'-0" 13'-8" 4'-0' 11'ri" 29w" FOUNDATION PLAN SCALE: 1/4" = l'-O' 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 +4-0", 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 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1113INDICATED #6 BAR, MINDICATES #6 BAR,ENDICATES #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. 630-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M' OWS' 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 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 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 I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-1208 12" CONTINUOUS 18" - (2) #5s FMC-12x18 12" CONTINUOUS IV, - s #51N CURB VARIES F -12x1 CONTINUOUS 12" - 2 #63 00 TEA 8" SEE PLAN 8" (1)#66 TE-2 12" SEE PLAN 8" (2) #Ss 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 g S r y Q r 2 4 a 4n 'O aysDlV. de LOT: ABBOTT PARK LOT #11 BLK #10 PROJWT* 04181.000-11102 moDEIa 3EKB "1405-KEYSTONE" GARAGE awn1O: RIGHT PAOE: FOUNDATION PLAN 160 MPH EXP. C 2 i V A's"' 05/12/20 DATE: 8CAL1E: 1/4"=1'-0" slim= s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z 44 z STEEL REINFORCING IN GROUTED g S 0. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a ° - 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS O YG SPACING REQUIREMENTS a .��• w a W °7 U w T� GARAGE DOOR LU RECESS �O Ka Q Ir FM O Z 8" CMU WALL O o M Z tO 8"CMU WALL +• 0'-0" II I+ 1 CORNER BARS, SAME SIZE AS BAR ; IN FOUNDATION WITH 30" LEG EACH "''llll W W B' w = +- 0'-0" % O ,JI WAY AT ALL CHANGES IN DIRECTIONS • y /Vj7 TOP OF SLAB TOP OF SLAB (... - "� SO THAT THE STEEL REINF. IS CONTINUOUS � MATCH AMOUNT OF CONTINUOUS BARS •I CURB FOR • 4 EXT. PORCH SLAB f • :• SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1STORY) - VARIESw SEE SLAB SCHEDULE TOP OF GARAGE P' lel �•� I�� '- °. �` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET '0• AT ELEV: W/ 12" ISOLATION ` JOINT (WHERE a -. • 6" CHAMFER (2-STORY) p3 18" p4 2q^ EXT. PORCH SLAB W/1/2"ISOLATION 4" CHAMFER (1STORV) Il..' 8"CHAMFER (2STORY) , .l 0'-0" APPLICABLE) 2 SEE SCHEDULE �„ JOINT (WHERE •' i� EE SCHEDULE f FOR WxD, BAR SIZE APPLICABLE) Z 4. FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING (v 36., AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 42" NUMBER OF BARS fe. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=1'-0" n 2 @ GARAGE BDALE:34=,'-0" 3 CORNER BARS DETAIL 4 DOOR OPENING 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 VERIFY HEIGHT NAILS, 2-ROWS, 4" On BTM. EI HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w p a ' 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING WALL Wl SYP No 2 STUDS SEE 2" CAPPED > N NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. GALVANIZED PIPE WIFLANGE BASE O. EPDXY. MIN. EMBED WEDGE TO BE PT. PROVIDE DBL. TOP 12"x9" WEDGE ANCHOR Wl2" WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", UNO Q O FOLLOW ALL MANE. PIATE EPDXY 5-12" EMBED. MIN. 16" OC SLAB W/10d MASONRY NAIL 18" O/C STAGGERED. = x SPECIFICATIONS FOR SIMPSONAND SPH4 SPHB MAX ADDITIONAL METAL M 2 I USE AND LA BTM AND TOP PLATE CONNECTORS NOT PREPARATION OF ANCHORS W/ 1 Od x 1 12" REQUIRED WHEN NO SECURE FLANGE TO V" HOLE. COMMON NAILS FILL ALL N 0) UPLIFT IS PRESENT. 3LA8 W/(4)1/4" X 2 7/4" w HOLES, DO NOT USE 10d W w TAPCONS -� x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE gi 9 ¢ ¢ 4Ii0 TOP OF SLAB � TOP OF SLAB Q' 4 ` 4" CHAMFER (1-STORY) • 6" CHAMFER (2-STORY) 4.'N_ 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 scALE:34"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL c INTERIOR CURB FOUNDATION WOOD WALL c v ` BDALE:y4"=,'-0" (W/UPLIFT) SCALE:3l4"=1'-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 PLANS FOR SPACING. SINGLE Q ^ BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ADDITIONAL METAL (wj CONNECTORS NOT 7 REOUIREO WHEN NOto 0: UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYR) . . - TOP OF SLAB SEE SLAB SCHEDULE ZX WALL FRAMING 12" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0' Z SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOP OF SLAB - -a• Z GROUTED CELL, 4" FROM ENDS AND "ISOLATED" COLUMN PAD 18"O.C. VERTICALLY MAX CENTERED UNDER WALL AND L.4 POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE 4 SEE SCHEDULE FOR WxD, BAR SIZE / FOR WXD, BAR SIZE AND BAR QUANTITY I ✓ AND BAR QUANTITY �' INTERIOR FOUNDATION WOOD WALL COM///BLLLINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 9 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE:3/4"=1'0 NO UPLIFT ( ) S SCALE: 314"=1'-0" SCALE: 3/4'=1'-(Y' L441 N. RONALD REAGAN BI LONGWOOD,FL32760 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA P. 0003325 :a Q O }4� d a eIumm ae IAT: ABBOTT PARK LOT #11 BLK #10 PROJECT 04181.000-11102 UODEIa 3EKB "1405— KEYSTONE" RIGHT PACE: DETAILS 160 MPH EXP. C 'ppA05/12/20 8CALM 1/4"=1'-0" BIdEET S1.1A 27'-8" 23'-10" 14'-8" it U Y tv N v 4 M N N tb Ob M Q O Y 4 in a Y a 'v N EF 0 q <V 'v � a'-1o• DOWEL PLAN SCALE: 1/4" = 1'-0• 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.00m L AA B: 0003328 a ABBOTT PARK LOT #11 BLK #10 PROJSOT 0418 .00t-11102 MODsZA 3EKB "1405- KEYSTONE" GARAGE 8VnNG: RIGHT PAGE: DOWEL PLAN L60 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL R._I, W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z ° O CLEAN OUT REQUIRED Od' FOR INSPECTION TIE`/ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z� 03 18" #4 24" M U #5 30" #6 36 #7 42" HORIZONTALNERTICAL 0 REINFORCING SCALE: 3/4"=1'-0" z STEEL REINFORCING IN GROUTED g0 a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS UT-4 0EL N Z 8" CMU WALL O TOP OF SLAB ° - TOP OF SLAB Z w SEE SLAB SCHEDULE ~ 7MATCH BAR SIZE 48 BAR DIA. EXT. PORCH SLAB < 4" CHAMFER (15TORY) #3 IF, W/ 10 ISOLATION 6"CHAMFER(2-STORY) JOINT (WHERE #4 24" APPLICABLE) Z STEEL #5 30" 6" PVC CHASE REINFORCEMENT PER SCHEDULE 38" 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=i'-0" #5 BARS V-0" FF I CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 Wwwm sbdeslgngroup.00 AA N: 0003325 � r z 4 aysa:v a. t 01r ABBOTT PARK LOT #11 BLK #10 Paoi= 04181.00 -11102 MODEU 3EKB "1405- KEYSTONE" GA ACM 9WDFG: 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 1 112" HOG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 112' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE gaRM 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 fc (pal) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)ri5 WA GROUTED SOLID b 4tg^ 1TIOW08 4..6" —! 8Fl6-1T/0M/0B .t E 4E" �� ! s � LL R tis r' s ) ! ! LINO, PROVIDE BBI WHERE ROOF TRUSSES BEAR, TOP a OF WALL EL. 8'-0", UNO. ! ! ! ! ! g 9 $ x ! ! ! ! k � 3 i a T ! 5 ! ! ! R ! ! ! ! ! { � 3 ! ! ! C ! ! i ! ! g L — — — — — J I I? �' 8F16-1T/0M106 4, 6" 8F8.1-4 ( S- -------.---------------,tear LIFT BEAM PLAN SCALE: 1/4" = 1'-W a �s BF20-1T/OMIOB "• 1 T-4" 'a 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-774-4078 www.abdanigngroup.com L AA N: 0003325 Q i S L11 I �a SVHDIV. as IAT ABBOTT PARK LOT #11 BLK #10 PROJECT 04181.00 -11102 moDEss 3EKB "1405-KEYSTONE" GARAGE OWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C #5 CORNER BAR W/ 3D" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" k �O PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 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. S. 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. B. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ` WIDTH #OF#5'S, IN BOND BEAM COURSE NOMINAL 16-1 T/1 / B 16 C'��HEIGH4�'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-. iTHM/0B INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX 1T/OWOB INDICATES A SINGLE BONO BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX. 1T/lWOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TIOW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL WINDOW PRE -CAST' S 1/4' WINDOW SILL Z 3 'SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION '4' SCALE: 1 tl2"=1'-D" TYP. B'� BEFla 1#5 BOND BEAM * 8 1#5 TYR 8"X16" BOND BEAM 8X16 DBL. BOND TOP OF BEAM Wl (1) #5 BAR BOND BE EACH COURSE 8X8 BOND BEAM TOP OF W/(1)#5 BAR .`: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8X8 PRE -CAST CONCRETE LINTEL W/ (1)#5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-7 BEAM DESIGNATION OR rf 8X8 PRE -CAST CONCRETE L SCALE: 3l4"=1'-d' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdos(gngroup.00m AA #: 0003325 P G 9 aLMDIV. ae LOT: ABBOTT PARK LOT ##11 BLK ##10 PROJECT 04181.00t-11102 MODZT- 3EKB "1405- KEYSTONE" GARAGE 811MO: RIGHT PARSE: DETAILS 160 MPH EXP. C Dw05/12/20 HICALE: 1/4"=1'-0" S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA76 WI (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd 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 20 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 RS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFEREO 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 S" FROM THE CENTER OF THE COLUMN. 6'-0" T-O" T-O" R 1711 II II I I 1 II 1 1 I I i 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 Cam? SERVICE DR. 1 WALE, N.T.B. FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003325 4 Y z aU13DIV ac LOT,: ABBOTT PARK LOT ##11 BLK ##10 PROJECT# 04181.000-11102 MODEU 3EKB "1405- KEYSTONE" owRwas awsrra: RIGHT PADS: FRAMING PLAN 160 MPH EXP. C Dw 05/12/20 &CADS: 1/4"=1'-0" 8*mzT s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE (9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, B-(2) SIMPSON HETAI6 TRUSS ANCHOR WITH (12)16d x 1 J" NAILS TO TRUSS SHEATHING DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" OVER TRUSS (NOT SHOWN) C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND NOTE: APT SYP #2 2" z E (2) SIMPSON HETA16 TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED WITH (12)16d x 3 J" NAILS TO GIRDER OW/ 10d /C TO FAILS, 2 RO ONE • ADDITIONAL PLY MAX. TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS SEE ARCHITECTURAL ANCHOR REQUIREMENTS, 2x SECURED W/ (3) 16d GALV, COMMON NAILS, ENGINEERED WOOD 112 SECURED WI 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12` O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT =U:2705 LBS (2 PLY) TYPICAL TRUSS/ �A �e �C ;;_ GIRDER CONNECTORS) p 1100 UPLIFT SIMPSON HTSM20 LIFT SIMPSON TO TRUSS AND (4)1l4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL H 1900 UPLIFT (2) EDONSIMPSON HT POST INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL )1/4 10d TO 2 1/4" TRUSS AND ANCHORS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 �A� �4.=,•� (2) 2X4 No.2 SYP DIAG. 20 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 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BILK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH �R 10'-0" MAX (W/2X4) 2x WOOD FASCIA, ' MSTRENGTH IN. MBEDEP0032" SEE ARCHITECTURAL MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM, CHORD BRACING, SEE P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 20 SECURED W/ U a MAY NOT BE 13 (2)1 Dd's @ EACH TRUSS Fqy d REQUIRED �Z_ TO BE INSTALLED 10'-0" O.C. MAX. . - BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. ix4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1(Y-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. CHORD BRACING tl % PRE-ENG-D TRUSS SCALE: 3/4"=l'-0-0" BTM. 6 SCALE: 3/4"=1'-0` NOTCH DEPTHI/4"D THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE>N" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 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 (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A 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 ol SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5"D DBL. STUD STUD NOTCHING ATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0' SCALE:34"=1'0 1441 N. RONALD REAQAN BI LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdeslgngroup.com AA M; 0003325 M r Y �a atTODlV ae LOT ABBOTT PARK LOT #11 BLK #10 PROM.CTIP 04181.000-11102 MODEU 3EKB "1405-KEYSTONE" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 46, r w LPL GABLE -END s A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 19.13 PSF (29.13 ZONE 2 = 35.78 PSF 45.78 ZONE 3 = 5910 PSF (69.80 "A'= T-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 6/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS @ 4"O.C. EDGEWISE 2z4 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, 21/2" 0.120" 170,000 WNU- (,6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/7' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. V ch zw Z� LU W Y � q U �O O Of m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES I' J Zco w 0 W xa U y O O 'v of J W U w Q O m io w Z a. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS nne e:ueeTwun -�_ 1, --Mika'!� III mmmmmm A 1111 ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD C8d RING SHANK GUN NAILS Q 12' O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS C 12" 0.B.jN FIELD J\ I Yl` :N4I5U 21UN-FLUUH UtUKIINU ULUGU I V ALL tAl` 6LU MtMCtKb GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017. 661 EDITION ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33 MAXIMUM AGGREGATE Siff SHALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Y4. PROVIDE 54AIL CONTINUOUS POLYETHYLENE VAPOR BARBER MEMBRANE UNDER ALL SLABSO MMUNDWHERE INDICATED ON DRAWING& SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. FORMWORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE 3PF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF ELASTICITY CRIPPLERS,: 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 SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD C8d RING SHANK GUN NAILS Q 12' O.C. IN FIELD or Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS C 12" 0.B.jN FIELD J\ I Yl` :N4I5U 21UN-FLUUH UtUKIINU ULUGU I V ALL tAl` 6LU MtMCtKb GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017. 661 EDITION ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SWILL CONFORM TO ASTM C33 MAXIMUM AGGREGATE Siff SHALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Y4. PROVIDE 54AIL CONTINUOUS POLYETHYLENE VAPOR BARBER MEMBRANE UNDER ALL SLABSO MMUNDWHERE INDICATED ON DRAWING& SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. FORMWORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE 3PF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF ELASTICITY CRIPPLERS,: 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 SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 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, 661 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 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 02. 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 WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETA,LS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS- BY 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPINVTCA BCS11' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat AND VERTICAL BARS SHALL LAP 6 z BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psl TOP CHORD •non-conWrrenl REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 06 BAR - WOOD TRUSSES 10 M BTM CHORD �IGn-DGnaosnt P #5 BAR - 30" #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING DEAD LOADS FOR THE ROOF D A PROVIDE 36' z 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS M AD O LOCATIONS WITH GU8SETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR REQUIRING DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 per TOP CHORD 20 psf TOP CHORD (7 paf 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 MANUFACTURER'S INSTRUCTIONS. 10 pe BTM 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: 1Opsf 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 Pa( WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED=17) MPH 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 (ASCE 7-10 (BBC EXPOSURE C, RISK CATEGORY IO 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 STORAGE: UNINHABITABLE ATTIC WITH LIMBED ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) STORAGE: 20 AND ATWITHOUTICS WITH 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 NTS: AND DECKS: 40pel, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: SOpaf, PASSENGER 0p WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50ps1, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4OPs1 MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW. 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ASCE r.7MS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE f. - 1500 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 WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR 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 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10-. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PBl, 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 SUB -GRADE 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. 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.7ECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SRALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT D(CEED 5' N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-940R MEASURING, MANG, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 18 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TOTIE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MNLITES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MINUTES, THE CONCRETE $HALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUNNCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1r1- FOR Ib AND SMALLER 2' FOR1a AND LARLER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS i-17f FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR 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 WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B Fy = 46 ksl. STRUCTURAL PIPE SHALL BE AS7M53, GRADE B, TYPE E OR S. Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SMALL 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. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICAIpN .1. TYPE SPACING REIMPofS APPLICATION E. TYPE 9PACWG REMARI(S I.PTFURRNGTO CASE HARDENED CDII S aC -GE DOOR BUCK 1I1'D., TAPCON MASQVRY B aC i-EMBED., 4-EN/ MASONRY! CONC. NAIL I I—, TO M SONn/C(XIC NO WASHER FASTENER 11R' EDGE P'9T. 9GD,AL EXT.— CASE HARDENED CDL VQ'C WNDOWIOOOR1A9TENED ---EDOORBUCK 11T'DN. WI EXPAN910N BOLT t40IC PEMBEO..PENDOLST„ tx FT. SEE NDTES 1WL 11R'L , STAGGERED INTO MABIXiRYICONC. TO MASONRYIWNC. WP9HER YEDGE p3T. WNDOW BUCK CASE NARDENEDCOIL VOID WNCOWIDOOR/ FmTEwo MErAL STRAP ro CONTACT THIS ENGINEER FOR SPACING tx T, SEE NOTES NML 11(CLQNG. STAGGERED INro wsoNRncoNc. REQUIREMENTS EM.SW"G ODOR )YIn., -TAPCOM OIO ttIY EMBED.VEIO. NIXi.BEAPoNG WOCO I EXPANSIW 1'EMBEO.f EIO &ICKYx Pf,wENOIEe WASHER PASTIER 1V D13T..I EDGE OLAT. WALL TO CONC.9LAB W/WASHER BOLT OST.,Y EDGE GIST. TO EN/ O.tY'PI)a211C VbL 4'END.DIST., 11? P 091EEL COL., SEE w/WASHER STAGGERED EDGE D.T. NOTES III= i. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND! OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NCA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. VI 1441 N. RONALD REAGAN BLVU LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup•com AA P: 0003325 _ Qa 1 ��X 3 O � i IP BUDDIV. SoABBOTT PARK LOT #11 BLK #10 ROJECT# 04181.000-11102 MODMIA 3EKB "1405— KEYSTONE" GARAGE OWD90: RIGHT PACE: DETAILS 160 MPH EXP. C j57-- V)?- -tv I P"A ,L,D