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HomeMy WebLinkAbout7780 Davie Ray Dr99 1405-3EKB 9 -KEYSTONE 9 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES JUN 0 2020 RETY F ZEPHDA YRHI C Mt1 JER PLAN EXP► 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 > TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .p1mm HIAaw cam, ECOMMAL, 61H ==N ( ?) • ALL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB �wN' INTERIOR INN - CLAM B •RABIC WIND SPEED - VDTt=160 YPB vaBa=1241(PH •EIIPOSURE - C •i-STORY RESIDENCE - •2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. A/C ACONDITIONING AADJUSTABLE M.Me. C. ALT, ALTERNATE MFIL Ate. AMPERAGE MIN BD . BOARD M.T. CDCENTERLINE MID. CAB. CABINET Mn. CLG. CLEAR N.T.S. CLG. CLEAR G.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLT. DDEL .C. DUAL GLAZED PLYWD PR Dw. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. DP. DEEP REF. DR DOOR REF. D.S. DOWNSPOUT P.M. DTL. DETAIL R.O. DISHWASHER D EA. EACS. ELEV. ELEVATION S.H. 8Q. EQUAL BHT. EXH, EXHAUST SHTHG. EXT. EXTERIOR SHWR. F.GJFX. FIXED GLASS SIM. F.G. FUEL GAS SL. FIN. FINISH SL.GL. FLR FLOOR STD, FLUOR -FRENCH DOD SINS TEMP. FIG. FOOTING TEMP' Gt DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. GLASS UTTER T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB IRD HEADER HOLLOW COREW. HOT. OR INSULATION GHT Wo. INT. INTERIOR WDW. W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER ..Mum METAL THRESHOLD MOUNTED METAL SCALE ON CENTER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PAIRED PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR TORILL REFRIGERATOR ROOM ROUGH OPENING SOLID E� EXT DR OKDIEC R SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TEMPERED GLASS TOP OF CURB TOP OF PLATE TOP OF TYPICAL UNLESS NOTED OTHERWISE WAASHHARO°F WITH WINDO HEATER WROUGHT IRON DATE DESCRIPTION oUoans BID SET ISSUED ARCHITECTURAL SHEET DESCRIPTION 0 40/1% ADDED LED LIGHTS TO KITCHEN 4 SAWRO" PER MARL BOWES PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATIONS "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG D1—DETAILS PG D2—DETAILS PG D3—PRODUCT 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 66/!0/I9 ADDED EMBIDED OVERHANG AT REAR DOOR V M2AB ADDED BOLLARD AND REMOVED SHWIx DOOR IN O. BATH �%�� REVISED L,41i'oE BAND BELOW WrOG1U TO 6' BAND ro MArCN GNQAGE OSR6A% FRAME WALK REVSIONB 16MAS ADDED BO'D LAYOUT IoaBnB At7DED4 roCLoeErMBEDR00M3 OVOIQO REPLACE UBP CONIECTOR3 MTN Sn SCNS CON,ECTORS 03/10/!O ADDED OPT. REAR Arc 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 SQ.FT. CALC.'S LIVa16 IA05 Sa Pr. GARAGE 243 Ga FT. ErIIRr 20 BQ FT. TOTAL ifP6a 8C2 FT. SkIO PATIOSECTION STRUCTURAL SHEET DESCRIPTION PG Sl —FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY 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, AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFYa IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TARES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFCa HAVE BEEN GENERATED FOR UNCLEAR. ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN HI LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdoeigngroup.com AA N: 0003325 O yy� P lill I I 11.3 aUDDIV ae LOT. ABBOTT PARK LOT #13 BLK. #10 PROJECT* 04181,000-13101 MODZX, 3EKB "1405- KEYSTONE" GARAGE 8TnNG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C AA NO 4/29/20 RZNT If GENERAL NOTES i. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6Lh EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR 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 ARCHITECT/ENGINEER 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, 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 318INCHES 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/.INCH GYPSUM BOARD OR EQUIVALENT. 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, LINO. 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: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI i-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 ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE WAND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUI 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'W 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. I. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FSSBFES 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-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-I063-1IA & 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-CiO63 -11A AND R703.7. FIRE RESWrANr 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 ill' GYPSUM BOARD. R302.7. EXTERIOR CEUNGS 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 ihr 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 GROUP'$ SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUME$ ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abdeslgngroup.com L AA N: 0003325 04 o z w 0 S1tmDrv. 4M LOT. ABBOTT PARK LOT #13 BLK- #10 PROJECT* 04181.000-13101 MODEZA 3EKB "1405- KEYSTONE" GARAGE OWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DRAT�E: 4/29/20 SCALE: 1/4"=1'-0" S*== GN l ' OIIEEEEEEEIE!O 0''.IEEEEEIEEEEE'0"`—`0�1EEEEIEEEEEEIIOOII,O � O - II' 'll E - � - - E - o - 0 oIgh- � • w E = �i G --- m - • L� - - - Ls ® m���i�,,- �I E I lI .y w' o u m - - E - mm tll■I�I::�., E a 6 ifilmooloolllo amam lllllllH rd - ss E E E E - E E -01- 0110=111111allmi FLOOR PLAN SCALE+ 1/4' • 1'-0' EXTERIOR MASONRY SQ.FT. CAM'S WALL BIG. HEIGHTS LIVING IA05 SQ FT. ® GN¢AGE 243 SQ FT. 8'-0' BRG. ENTRY 20 SQ FT. TOTAL II SQ FT. 8'z18' PATIO 80 SQ FT. Oalr*w AID o_m=wD LGu Iwlla wD ar0111E Fan s awD om also saw 1IDIE ww"wooA nE1W1i1 NDTVE FORAM MIN. WINDOW 10 g 94/-48 CRITERIA EXTEROR SUNG 18 5 33/-43 DR. MIN. CRITERIA S:%D. MIN. 41 S 311 CRITERIA 16010 0.4D. 112 9 28.2/-31A BASIC HIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT. -II, EXP.=C, MEAN ROOF HT. - 15'-1" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OMMIDATEWNS 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 SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE86 THAN 1 3/V (38 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. d N. RONALD REAGAN 8l LONGWOOD, FL32750 PH: 407-774-6078 FAIL 407-774-4078 wwwAbdeslgngroup.com AA M: 0003325 � : 9 flT") aUDDIV. St TAT ABBOTT PARK LOT #13 BLK. #10 PIW o"=T* 04181.000-13101 MODICIL4 3EKB "1405- KEYSTONE" GARAGE EWMG: RIGHT PAGIB: FLOOR PLAN %160 MPH EXP. C �k DATE- 4/29/20 aCALE: 1/4"=1'-O" a*Ec= Al W RAISED BAND (TYP.) BLDG. HGT. W RAISED BAND (TYPJ -OPT. COACH LIGHT FRONT ELEVATION SCALE. 1/4 . 1'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FSCR R103A 5 I� OFF RIDGE VENT W-O' BRG. OFF RIDGE VENT T 0'-0' FIN. -ATM ATM . i-m— NEiTREEVENTIATIDNARFAREpARFD + UMO R WMEDVENTIIATME A • 5.0 VENTIfAT AMXSO.INCH5PERR.IIXRI • M3]SQ. IN. MIN-K"EDVENTRAZ IN WPER PORTION GFATIC 5X nR n SUM M IN, OfF MOGE VENDIATMINARFA • 1M 541N. PERVENT —1/115 LOfAINOf VFNES RfOIARED . S.1I913 iDTAIaDf VENTS PROVRTED a •APFAOi ATM ISTME PfPowTFROf 1Xf NORf, lBSTNf OVE0.NANG — ___ �EXRRIOROf WALLTO fMEPoOR Of WALL NOOVERNANRINQIIDf01 4 rpII ( FLR ❑ I _---- 3068 � SINGLE LITE REAR DOOR _--� -- — v REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH - _ e8'-0' BRG. W.T. 2 -0' I F 46 T1T. I ( T9 0'-0' FIN. FLRi, II - LEFT ELEVATION SCALE: 1/4. 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT. 2 _®. I I Tyr. 0'-0' FIN. FLRi, S 0'-0' FIN. FLR _ _—_—_—_—_-----_—_—_—_—_—_—_—_—_—_—_—_---_—_—_—_ RIGHT ELEVATION WALE, 1/4. I'-0' TEXTURED FINISH - 6W-0' BRG. HGT. B1RG. HGT. 0' ,o0'-0' FIN. FLR i"I N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdosigngfoup.com AA 0: 0003326 � � g o r SunDIV. A¢ L o ABBOTT PARK LOT #13 BLK. #10 PROJECT 04181.00 -13101 1[ODELt 3EKB "1405-KEYSTONE" GARAGE 8WING: RIGHT PAGE: ELEVATIONS "C" 160 MPH EXP. C Dw�l'!." 4/29/20 BCALEE: 1/4"=1'-0" stIEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e CSV OUTLET ]O MT 006La POLE IEV OUTLET IIOV OUTLET H OF OUILR UfaD TO lu1TCN GH RIOV OUTLET BOM'ED WSPO PALL mmwr BR ffA rm IfSNTAM TYPE) 220V OUTLET (4) WM COREIKON FAULTGRMW o I.EtWDOP aUNT6'HI SwTCH B-UfAY OMER . OUTC14 I 44UAY OPER BALL roU4Tro LIGHT CEILING LI6MT © LIED CL6 LIGHT LED VAPOR ©Vp FROG! LOW OVP VAPOR PRDL! LIGHT OFoca"m CAN eYEW. PAN I ICPn PER xA PT. VSNT. PAN IIILgNT 1 CRT FEI 86 Ff. V FO0T111 rs •BUL Teo OY ® R 2•BILM aIRIP A1R01►O [ ) L APARM (81M MITJ ]� ]' KAk) ESC8/T RAIOIlSC@W W--el--tee-, 6 4' TRACK LIBNT O PANEL sun METER OS.D. .row DErEcrO e EAUm Coy 1+'1 UA6L MOUIl D MATT &MAI • LJ EI'Cw gTECTpI! IIL� exlaN co DE7lCfOR ecroo W SMALL ME A DISTMCE OF NOT LW THE( 4' PPbC" WALL PEDANT LWHT LIB NAnEIAL 6" CUTLET ► TR ncoat JAG,: RY,7ER WATERSffi DISCQIIOT SEE AN! ON 1 J TELEVIMON A.C. t 'j ICE LNG Bos TO IEE aIE•PORRD N JO J.BOX UV MOIL MAMgOANCE n4ISaD AG MMCN FOR uLNG AEON pulaimov GEt/tl PANLISR TO EF oupPo RED N AOOOOA* tlV BON nAIRaD Aa eu12N POR lommylow pap 24• NCANDESCENT LaW *IMP RG�4 x' HOANOWICENr LIGHT wmP nnn® 4W 14GRCESCW LIGHT STRIP -LIGHT — OPT.aaauRTY wrPAD • PAL NW-EUTTQ4 PORCwm use row • LOCATION OF TV JACM 4 PHONE OUTLETS 4 PANS TO BE vEIIUFIED a HO MO1NER PRII-O"714lCTION MEETNa • ALL E 4 20 AMP BRANCH CRCUITO TO BE ABC FAULT PROTECTED PER ELE0714IICAL Pft0V*fONS CP mCd rTu Roma, Kip, ]IM9 aeu ®1T1aA 0 • 20 AMP DEDICATEP LAUORT CIRCUIT. • 6R s BLAND (NOT ON KITCHEN GR11T) • DIaNEMSER 016CONECT TO BE LOCKOUT N PANEL BATHROOM 004"T PAN TO HAYS MN. CAPACITY OF 10 CPM NTER•NTTENT PER ELECTRICAL. PR"WONS OF aEICTION MZW3 PMOR A7u eerclON (ten) • LAUNDRY ROOM RECERAG.E MALL BE 614OUD FAULT GRCUIT•NTERRIPIER PROTECTION FOR PERSONNEL CN FOOW • WRING METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL P WM*IONa OF ®Ia ATH Z (WM • ALL UGRC TO COMPLY WTI4 ELECTRICAL PICV01" Q TIE • J�R 1 O! LIN4TN& NRYT M[ EERMT B4a1f ts1TYPE PR! ELECTRICAL PLAN SCALE: 1/4' . 1'.0' COACH LK#HT HOOD WIRE W/ OUTLET FOR FUTURE MICRO. METER FIELD VERIFY LOC. I I I I I - I LED LIGHTING SINGLE LAV. • BATH •2 PANEL: A PANEL: 42crt breaker VOLTAGE: 120/240V-lPh MAN: 150Amp M.L.O. FEEDER: 3-#1A1 Cu THWN & 1.06 Cu (G) In2" C. OR 3-#4A AL TFMM & 1-#4 Cu(G) In 2- C. W. I•.14 aw Dewn w.aa cTm1Rl fYwitl weltte ua Uw, w "a w1w R 2 w NC AHLLt tO KVAa96Y 9roo 1 9 2 4 -)0 c.u-1 M t R 44 2 0 Rw 12WO � ! 4600 V(rw fwtw E 2 em $10 2 30 Dyw aoao 4 fo 16m w. OR 20 1 012 11 tx M2 1 20 D. WOF] f2D 13 14 12m Gahn.aM, OR m / V2 w2 1 20 9mokalCaNm _ M1.Om AFCI w 16 Is 12D0 a " 1 e12 R2 1 20 8m.1 ftift.. 16m 17 Is 1Bm FaM1wlatNmtll Yi— m / al2 014 1 16 G.a . and .W AFCI 900 14 20 1m0 81n1 Aplk.. m 1 012 014 1 f6 L Room R. AFCI 400 21 22 112N aru a/I."n Ran 6I m 1 012 .4 1 16 Da.aR16w6— mD N SaoO.mM1SON anaW .W ATCT 16 1 04 014 1 16 BA,n. it tl .n4 Rac AFCI 800 26 1 . 2M Fbw Hal and W 16 1 N4 .1 1 Ib BOm. A .M Rae W AR:I 400 2) n 6m an OWw 16 1 N4 044 1 16 R6m.M antl Racl ew642 AFCI iN0 m N im Q44ow i6 1 M4 N4 1 16 F —n .AMI NO 31 32 1300 Door 16 f M2 se SPOT 97 36 w w 46 aPr. 61 42 —dubjo. too -Jf tw.*Wu .I W. 38800 211m Loa4a roa.nsntl kla cNs4.tlfnsl Ana 0amana Factor Calculations: ABBREVLATIONS: AfD: ARCFAULTCR-IINTERI6IPTER NC: NDNCOMG TLOAD M: GRMNOFAULTNll MWT ft Tam lw4. ro4wnwM Yctw WWI) 11110m0wa *Ali m t00 Ram" "Wsw40% fa000 Tao A!C ba4 1 LOAD CALCULATION IS BASED ON A/C NON.COINCIDENT LOAD Ta.I C-1 L M.. 30M Twtl Amp.(Mtb / ]40 Wls) 121.t Gsn.ml Llahtina & R—pud. Load To A/C s F. C4nN Lh t Rw 9 W ! R. w1tw. 7 at66wA. Nat 100% Ua am Ckb# O —I U. t Rs P.nl A 12 357 1406 4216 65 4280 Tmtiweffi 4280 I II' I I i � I I _ I I L I l 1 LED LIGHTING Cam? SINGLE LAV. OWNER'S BATH 150 AMP ELECTRICAL R15ER NOT TO SCALE GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (201T). LOCAL CODES, AND ALL LOCAL POWER COMPANY RECIIJIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE T4FN?4LLN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NEUTRAL CALCULATION, LIGHTWJG, APPLIANCE, LAUNDRY LOADS: 14283 VA 30M VA • IM%, REMAINDER w 35% NET LOAD, 6,141 VA RANGE: 121800 • 10% 8ACO VA DRYERI 5APM Is 10% 3500yA TOTAL ISA41 VA NEUTRAL AMPACITY, 18AM / 240 • 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 312/0 CU, THWN 4 ft CU IN 2' CONDUIT OR 3 04/0 AL, THM . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE I" AMP DISCONNECT SWITCH AND 120/240 VOL M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 150A!!P MC8 TELEPHONE SERVICE I I ICABLE EVIBION ENTRANCE SERVICE EN" NEQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I 04 CU SERVICE GRID CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE MCR 6tH EDITION (201T)- 5/8" DIA X 8 FT LONG COPPER CLAD GRID ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0:.0003325 MEN 14 Z C a fA UDDIV & LOTBBOTT PARK LOT #13 BLK. ##10 PRo"=T# 04181.000-13101 MODSLt 3EKB 111405- KEYSTONE" GARAGE 8VnNG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C IEIII�1� RZNTDA 4/29/20 OCA=: 1/4"=V-0" axzT E1 9 � N 25'-4' ----- ----- I I I I r O 90 p1 I " ' p f I I 6 I I I I I LAV. I i O v 2' v.T,R N 21j ,-I V2' KITCHENSINK I -II' 3'-0' 2'-10' 5'-II' I i I I/2 AUTO VENT 1 u2' LAV.I I 2' v.T.R — 3' 11/2' I SµM r----- — 1 3•11�I1/2' I 3' 3' I I1/2' 3' 0 3' I to Lk WASHER I i �3 ,yy�2•—1 LAvI y � 11/2' I 3' 4� I j�-11/2' I 3' TO MAIN 1 UIC. I 4' TU51 3' 1 2' PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 . I'-0' 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL32750 FM: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA N: 0003325 A C rri S C Q 4n Am IE 0 S SVHDIV. Je IAT: ABBOTT PARK LOT #13 BLK. #10 PROJMCT# 0418 .000-13101 MODZU 3EKB "1405- KEYSTONE" OARAGM STIMO: RIGHT PAGM: PLUMBING PLAN 160 MPH EXP. C 2X4 TOP PLATE PM -FAD TRUSS V2' OLCs. BOARD 1/2' DRYWALL T`h' SECURE DT. — MATE TO SLAB W/ 10d MASONRY NAIL • 32' Or — MAX 0-0. FIN. FLR STUDS 024' O.O. GLAD 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.G. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'•I'-V' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON I}' 0,9.5. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS J/ MTL. DRIP EDGE J 2x FASCIA PER 1 -m, ELEVATIONS TYP. ON. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND-/-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I 0'-0' FIN. FLR.L t7 5/6' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. a, CPU 1/2, GYP. WL. DD.- WOOD BASE — m. ,a n W/ WINDOW OPENING FIBERGLASS, SHINGLES, OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.1.1 ON I}' ObB. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN. FLR a B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL $ )� AYERIUNDERLAYMENT SYS EM D1 6CALE, 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6l5'1 erax ro M.L LN �' rwe LLBN rOR OM LN au N' OTT. W aD. woo ws 2 GAS LINE THRU BLOCK eAA w.r4r FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R808.1.1 ON J' O.SU5. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-,. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VP THIM 2 COAT - rORMAC coiwr rL"TR APPLED 00%1 LT TO MAOCMY D TO I" ru MR raLv.eTm RAG V!1lTKAL 1RAGK OV{1allAD DOOR By MN/. GY OTM" rAOTROD TO ID mom aR.4CIRM 1 oom W rRODUOT ATItlVAL It= a GARAGE DOOR JAMBS l SCALE: 11/2*-1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS--\ STIFFSACK AT ALL UPR*H' PER STRUCTURAL DETAILS PRE-ENG WO. TRU88 CONT. 2x RAT RUN SECURED PER-// STRUCTURAL DETAILS J/ SEE ENERGY CODE FOR b FOR INSULATION R-VALUES ,. PER ELEVATION 5/S' GYPSU'1 BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24' O.C. In' THICK 2 COAT --A— - in, GYP. WL. BD.- PORTLAND CEMENT WOOD BASH — PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. FLRrI Cm a. a.. ti . a• n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER s30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905U.1 ON J' 0U3U5. SHEATHM OR Uj' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Cm 0'-0' FIN. FLR a. B TYP. WALL SECTION NO OPENING ��1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0• 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 r p � Z BLTHDIV. & LOT: ABBOTT PARK LOT #13 BLK. #10 PROJECT* 04181.000-13101 MODEL: 3EKB "1405— KEYSTONE" GARAGE BWING: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT 4/29/20 DATE: BCALE: 1/4"=1'-O" BIiEET D1 2X6 P.T. 0 CENTER OF DOOR HEADER SECURED W) (V VJ' X P J-DOLT W/ 4' MN, 01MOM@IT WV 2' X 2' X VS' WASHER / NUT OR W) (21 HR' X S' ANCHOR BOLTS X I/S' WASHER ! NUT e o 65CLM 2.4 ON AT TO CLK ® RI A hW NAILS. 2XI "RAM DOORM 6= SECURED W/ (S) VJ' X 1' J-BOLT OR ANCHOR ® DOLTS. W/ 4' MK C'bEDF@NT, W/ 7' X 2' X LW UL46MM 1 NUT. (1) IIITWIN S' OF TOP, (1) WITHIN S' OF THE OTM. (D)EVENLY SPACED. a ® R m � a NOTES. ALL ANCHORS SHALL DE N ACCORDANCE TO MANVACTURER'S INSTALLATION INSTRUCTIONS UMM AICN WATALICTIeM ARE MCM BTIMMMT GARAGE DOOR 1 BUCK ATTACHMENT �C4t8 W.- 2X4a SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF; EACH END 4 �� STRUCTURAL 2X DRYWALL 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t rJV 1'X4' OR 1'X2' P.T. NAILER 2X6m SECURED THROUGH 1r,.4 P.T. OR %'X4' MIN SECURE TO BLOCK W/2-V&' N O14-STRUCTURAL j(a' SECURE THRU FRAME 1 TAPCONS TAPCON MIN. I Y4 EXTEND 1-Y4' INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK W/ V TAPCONS MIN. HEAD SIZE 300 , Cm (MIN. SHANK SIZE .145 MN. EMBEDMENT I Y4) Jf' DRYWALL /18 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END ! 18' OZ. MAX SPACING. 'X4' OR I'X2' P.T. NAILER WITHIN 8' OF EACH END 4 2X0,® 18' O.C. MAX SPACING SECURE TO BLOCK W/2-Va' ' O.S.B. X 4' MIN. DOOR CASING TALK ONSSWANK DOOR CASING (MIN. SIZE DOOR JAMB OR WINDOW HEAD 0 MIN. HEAD SIZE 900 DOOR JAMB OR WINDOW MIN' EMBEDMENT I YEN ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMS NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y49 (DO NOT EXCEED),") DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-1 /lp" NINDO TO BLACK +9 4 OR +5 4 A n WINDOW TO BLOCK +1115/18 SCALE: N.Ts. " SCALE: KTA 2X4:m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIIIL HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN S' OF EACH END 1 18' O.C. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-H%- TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 1 g• CMU IVOZ. MAX SPACING. Ji• DRYWALL pXg,m PX4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-i(r' CASING TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 AMANUFACTURES DETAILS. 18' O.G. MAX BPACMCi. NOTE: $HIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') DOOR JAM® TO BLOCK +1-1 " VI[NDOA TO BLOCK +1-1 " SCALE, N.T.S. 2X4,- SECURE TO BLOCK W/ V*' TAPCONS (MIN. SHANK SIZE J40 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OJ:. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL )W TAPCONS TAPCCN MIN. IYi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) S• CM 8' OF EACH END ! JS• DRYWALL 18. OJ:, MAX SPACING — OR I'X2' P.T. NAILER 2X8m SEGO BLOCK WR-' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 i } T% 11LNDOU TO BLOCK +2 1 4 u SCALE, KTs. 2X4ao SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN VOF EACH END 1 NOTE, STRUCTURAL 2X IS' O.G. MAX SPACING. MST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%'NON-8TRUCTURAL %' TAPCON MIN. I-Y4' (MK SHANK SIZE .145 (MIN. SH EMBEDMENT EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END t IS'Or- MAX SPACING. ❑ 'X4' OR 1'X2' P.T. NAILER 2XD� SEA BLOCK W/2-%' DOOR CASING (MIN. SHANK SIZE .145 MIIIL HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WNDOW WITHIN e' OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Mp,6M 46N 1oI Js1t♦tDo,p!oa: Vl DOOR JAMB TO BLACK +3" WW IL TO BLOCK +3" E SCALE, N.T.S. 2X4: SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 MOTE: STRUCTURAL 2X 18' O C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAP'CONS(MIN. SHANK SIZE TAPCON MIN. I-Y♦' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 S, CMU WITHIN VOF EACH END ! Jf• DRYWALL 18' Or -MAX SPACING 2X8=m I-X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-Il(r' D 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER 149 W/(2A2d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' Orl MAX MIN. EMBEDMENT 1 Y4) CASING WITHIN 8' OF EACH END ! DOOR JAMS OR WINDOW IW O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAM E TO BLACK +3" F 2X4a SECURE TO BLOCK Wdi TAPGONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE: STRUCTURAL 2X WITHIN 8' OR EACH END 1 MUST BE ON OUTSIDE 1 IB' OZ MAX SPACING. SECURED THROUGH 2X64 NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 Al DRYWALL WITHIN 8' OF EACH END ! *'OZ. MAX SPACING. 'X4' OR I•X2' P.T. NAILER 2XS® ❑ SECURE TO BLOCK W/1-114' 36' OSD. X W MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE -400 MIN. EMBEDMENT I ) Y4 DOOJAMB OR JAMOR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER 18' OJ:. MAX SPACING. MANUFACTURES DETAILS. ,tl14 MYNaDai TO RYAJ Is too110I m.�R) DOOR JAMB TO BLOCK +3-7/18' MINDOR TO BLOCK +3-7 18" G SCALE, N.Ts. 2X4.= SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE' STRUCTURAL 2X WITHIN 8' OF EACH END 1 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. 2X6mIim SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Ali►' TAPCONS TAPCON MIN. 144 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4')4MMANLIF-ACTURES WITHIN 8'OF EACH END' DRYWALL 18' O.C. MAX SPACING.X4' OR I'X2' P.T. NAILER 2XStSECURE TO BLOCK WAP.T. X 4' MIN.TAPCONSOOR CASING(MIN. SHANK SIZE J45 MN. HEAD SIZE 300MIN. EMBEDMENT 14)OOR JAMS OR WINDOW WITHIN 8'OF EACH ENDTTAC 4 TO 2X PER 18' O.C. MAX SPACING. DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3 3/4" TENDOW K +3 3/4 ' H SCALE, KTS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 W M � Z we avaa><v JMc LOT ABBOTT PARK LOT #13 BLK. #10 PROJECT# 04181.000-13101 MODEX. 3EKB "1405-KEYSTONE" GARAGE awn90: RIGHT PAGE: DETAILS %160 MPH EXP. C 7 , a. a NO IM A=-4/29/20 CA A: 1/4"=1'-O" IZEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 25279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL10758.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2022 FL 23192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/32/2020 FL 70D6.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407.774-6078 FAK 407-7744078 www.abdesigngroup.com L AA M: 0003325 g S OR �o SU83DIV. Ac LOT-4 ABBOTT PARK LOT #13 BLK. #10 Pi ojzcT* 04181.000-13101 MODEM 3EKB "1405-KEYSTONE" CAstACE SwDTO: RIGHT PACE: PRODUCT APPROVAL LISTING %160 MPH EXP. C DATE'. 4/29/20 SCA* M 1/4"=V-0" SiIEET D3 OLIIOLD NiYO. R.A OLT'CLD -- On. ! CLAM . R. C OLINLD N(40 . R.A swAM.n.e w • ® LroLOMWC.n.A L CLAM ! CLAM . R. C ♦� tn.0 OVM n. • TLL rl. C Mum" norm" PLAW an r 0 L wTm now MAL F", Qa "a CUT. cAINT N• ] COAT NHALL warouT Al aorta+ Q AIPOr . ►n..ea,a» Q KICKOUT DETAIL PAMN MW MAL (000 CO Amy, -WOOD SHEATHING OR CMU .WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRI5 4 TAPE OVER ROOF/UTALL SGI9 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) — GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS " L" FLASHING LEGEND DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER — — - — — - — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE : METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-S4i-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA N: 000332B �S Q5 9tmDly ac LOT ABBOTT PARK LOT ##13 BLK. ##10 PR0a=T* 04181.000-13101 MODZXc 3EKB "1405—KEYSTONE" GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C wou"Di,i DRAINAGE PLANE CURB LAYER 01, STUCCO WRAP) UJRB LAYER "2 (FORTIFIBER - ------- BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CANT. SEALANT) SEALANT s TOP t SIDES GB DRYER VENT (BLOCK) BUILDNG PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL }�1\ 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' VENT PENETRATION A SCALE: N.T.S. -- ELEC. METE? VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTER$ Box, APPLY TO FAA EDGE APPLY E-2 OVER 6® MI CIRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP 03 Wow CONSTRUCTION VCM - EMIEM WOOD SHEATHING UM LAYER 01, STUCCO WRAP UM LAYER 02, FORTIFIBER BUILDNG PAPER METAL LATH FASTEN TO WDOD 6T1l=kvtAL MEMBER • l' OL. MAX � P fi VW -WALL �LL W UNDE STRIP SELF ADME61VE FLASHMG, CLEAN MA60NRY BEFORE APPLYNG V PMISH • PIABONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER h, —� STUCCO WRAP CUT 'X' INTO SELF -ADHERING t MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER STEP #2 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SEMBRANE IWG GRADE GRADE 'D' FELT ® PLA MEMBRANE FLASHING OVER SELF -ADHERING FLASHNG OVER APROVED HOUSEWRAP WRB LAYER @, FORTIFOER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 �g 0 IPR UBDM &BBOTT PARK LOT #13 BLK. #10 OJECT# 04181.000-13101 MODEU 3EKB "1405-KEYSTONE" GARAGE EWWO: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C H 2 1/2' CORNER BEAD (FASTENER 4 SPACING a 1' OZ.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / ,� R1CORNER BEAD � BLOCK LEGEND DRAINAGE PLANE (UJRB LAYER "I, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO L. SELF-ADHESIVE FLASHING - - - - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA#:0003326 Q91 �y v 9 xXmDly. ad IAT ABBOTT PARK LOT ##13 BLK. ##10 PROJECT#r 04181.000-13101 UODEIa 3EKB "1405-KEYSTONE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Wo= C"TINW." V DETOPD WOOD SHEATMMO WEATHER I-1�ESISTIVE M ARFOR WEATHER AW�ER SISTIVE q LAP Glom FLAAWM GELP-ADFERIHC RAGWNS i 3 LLEAl THER M616TIVE MAINERSTARTER STRIP / \\ \\ DAIdtlER RESISTIVE FERM3 SPL SWMo wu.YD METAL QrALYD METAL Z. PLASHMG 'Z' I-LA844Mp6on �L e x TRIM�FE�FIGER OIAQ X / / YIaODSTRIM�MEMeE� R OR APPROVE CI!lCd�GAaNGi SIDING TO STUCCO OOEEAA2Q ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-CS, MIN. 2.5 L55. PER S0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — . . — BUILDING PAPER) METAL LATH x—X—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA M 0003325 J Z c ounDIV, ae EAT ABBOTT PARK LOT #13 BLK. #10 PROJECT* 0418 , 000- 3101 MODEIA 3EKB "1405-KEYSTONE" GARAGE 81WWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 4/29/20 8CALr. 1/4"=1'-0" WA4 —2x6 SUB-BANb W/1'x4' NOTCH 'A END, WRAPPED IN PEEL 4 STICK —DRIP EDGE 1\\ 1\ —1/8' TEXTURED I \ FINISH o WOOD I \\ 1/2' TEXTURED \ FINISH ® CMU / \ \ j! V METAL FASCIA \ WRAP Y8' FROMSTUCCO, I- \\ fQ WOOD WALL \\ EXTERIOR WALL \\ o i (FRAME OR CMU) \ NOTE NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION 1/8' TEXTURED FINISH • WOOD, IQ' TEXTURED : FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP ' WOOD SHEATHMG x x x x x x J OR CMU >. l WRD LAYER h, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x ISUILONGPAPER (PRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X: SUS (SAND �� I„ ITT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x. x x x x x x x DRIP EDGE METAL ICICIC our x x x x x x x x x x x x x (REFERENCE POINT FLAN ONLY. FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) �11DRIP EDGE, I' OFF WALL ( INTO STUCCO) XNOT I'I TEXTURED FINISH 0 / WOOD, 1/2' TEXTURED // FINISH ® CMU \ / 2x6 SUB -BAND W/I'x4' NOTCH-,Pe END, WRAPPED IN PEEL 4 STICK ®PL,4N A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) `xx xx Xx x x �xxxx x xx/ x SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL Wf KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA 0: 0003325 F h O gg 3 oTT sunDIV. ae L074 ABBOTT PARK LOT #13 BLK. #10 PIRAJ=T* 04181.000-13101 MODaLa 3EKB "1405—KEYSTONE" GARAGE OWING: RIGHT PAGO: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C DAM. 4/29/20 8CALM 1/4"=l'-0" S *U=T WA6 29'-0" 1 V4" 10'-0" 7'-8" I TE-1 f 4" CONC. SLAB 3'-8" 25,-8, 4" CONC. *71 4 q ec I w SLAB So w� 3112 1 SLAB114 \\ 1 EXTEND 3 ` 1,1 SLAB 1 1/2" 1A \ O \ 'oa i ' I 4" PVC LL `'\ CHASE ALT 1.1 ; SLAB `aqD I N M 10'-1" I I 1 I � I 1 I I o 1 I .I i 1. I I I I TE-1 _ -5 1/2 _ v EXTEND ILL SLAB 1 1/2" 7 I N I 5 2'4" F 1.1 BOLLARD 1 4 1.1 1 AS REQ. M � — — — PER 15LM 1.=E FM-12X18 ITL 1-31/24 END LLI 3'-4'"K12 B11/2"�' °?mw 1 1 1 fDI 12X12 1lk LLI I� 8'.4" 1 I v i� LL A-7 1/2I 1 FMC-12X18 FMC-12X18 FM-12X78 4 4 1.1 1.1 13'-8" 4'-0" 11'4" 29'-0" FOUNDATION PLAN SCALE: 114" = i'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 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. 11.OINDICATED #5 BAR, O" INDICATES #6 BAR,NNDICATES #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 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-W O/C MAX. SEE PLAN FOR WWM 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 WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 18" - (2)#5's - (1)94r FMC-12x18 12" CONTINUOUS 18" - s #5 IN CURB VARIES FM-12x1 CONTINUOUS 12" 2 #5's - 0'4" TEA 8" SEE PLAN 8" (1) #5'8 TE-2 12" SEE PLAN 1. (2) #5's + '-0° 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A Q Z 4 5IiL 9 !;-40 IEaf BVHDIV. A¢ LOT: ABBOTT PARK LOT #13 BLK. #10 PROJECT#1 04181.000-13101 MODEL: 3EKB "1405-KEYSTONE" GARAGE swnaG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C y itiNT E 4/29/20/4"=1'-0"1 30' MIN. EACH WAY MONOLITHIC FOOTING Z_ Z STEEL REINFORCING IN GROUTED _ < STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND - ° CELL SEE PLAN FOR SIZE AND o: SPACING REQUIREMENTS v_ 0 SPACING REQUIREMENTS QQ s �Q• GARAGE DOOR m w m V W �T�. t, ••�-�� RECESS a Q'� . o FM g n d rn Z 8" CMU WALL o: V) 8" CMU WALL • CORNER BARS, SAME SIZE AS BAR I W Lu B' O o Z_ +- o •I IN FOUNDATION WITH 30" LEG EACH W N di .. +- 0'-0" OP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS 'I . - � SO THAT THE STEEL REINF IS CONTINUOUS TOP OF SLAB Ij' MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE - VARIMASONRY OF GARAGE `v. I UNITS SET EXT. PORCH SLABFER (1STORY) "EXT. PORCH SLAB SEE SLAB SCHEDULE TOP -` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT BEE SCHEDULE�;p° AT ELEV: W/ 1/2"ISOLATIONFER (WHERE (2STORY) #q Y4• T W/ 1/2° ISOLATION I 4" CHAMFER (1-STORY)JOINT 1' . aT 6" CHAMFER (2-STORY)APPLICABLE) ZEDULE "APPLICABLE) JOINT (WHERE . Z •, r• EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING iBAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST ivQUANTITY AND BAR QUANTITY NUMBER OF BARS pe. 2 TO 3, PROVIDE 2 BARS), LINO pT 42„ EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 BDALE:3/4"=1'-9' 2 SCALE: @ GARAGE CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3+4"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAPTOP 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 W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2z4 OR 2z6 WOOD BEARING WALL Wl SYP No 2 STUDS SEE PROVIDE BLOCKING 5 m NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE ZIAPPEO SECURED W/ 2-PART 2 a SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. GALVANIZED PIPE 0_ g EPDXY. MIN. EMBED 12'Sc0" WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. TOP PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE BASE 8, UNO WASHER SET IN HIGH STRENGTH PLATE SLAB W/10d MASONRY Q O FOLLOW ALL MANF. EPDXY 5.1Q" EMBED. MIN. (� 16" OC NAIL 16" O/C STAGGERED. 4 SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. ADDITIONAL METAL ih rn = I USE AND BTM AND TOP PLATE CONNECTORS NOT rl F- PREPARATION OF ANCHORS W110d x 1 iR" REQUIRED WHEN NO SECURE FLANGE TO U' -* HOLE. COMMON NAILS FILL ALL UPLIFT IS PRESENT. SLAB W/(4) 1/4- X 2 1/4" Z w HOLES, DO NOT USE 10d W TAPCONS x3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE O} TOP OF SLAB TOP OF SLAB -\ 4" CHAMFER (1-STORY) ° - " ' 6" CHAMFER (2-STORY) .•: °.�_°•, - �e_ ._.-,_° :. ° ° e EQ. EQ. EE 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" FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC 6 7 scALE:3a"=1'-0" (W/ UPLIFT) 8 scALE:3/4"=V-0" (NO UPLIFT) SCALE:3/4"=l'-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 W1 PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE 2 PLANS FOR SPACING. SINGLE _ d BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 3 PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. d, U ADDITIONAL METAL CONNECTORS NOT v y REQUIRED WHEN NO UPLIFT IS PRESENT. � CL b 8" CMU WALL POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) �'`''' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING WGROUTED 5" -pp^ SEE SLAB SCHEDULEMINIMUM EMBEDMENT INOOLTS TOP OF SLAB s CELL, 4" FROM ENDS AND "• "ISOLATED" COLUMN PAD 16" O.C. VERTICALLY MAX .�� "I UNDER WALL AND °�• LCENTERED POURED MONOLITHICALLY WITH „ - FOUNDATION AND SLAB SEE SCHEDULE d SEE SCHEDULE FOR WxD, BAR SIZE 3 / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL 9 FOOTING AND COL. PAD BLOCK WALL CONNECTION jell, SCALE:34"=1'-0 NO UPLIFT ( ) 10 SCALE: 3/4"-V-U' SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.8078 FAX 407-774.4078 wwwabdeslgngroup.com L AA N: 0003325 O Z }q� 3 C i H BUDDIV. & LOT: ABBOTT PARK LOT #13 BLK. #10 PROJECT# 04181.000-13101 MODEL" 3EKB "1405-KEYSTONE" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP, C aFRDWT w4/29/20 8CALE: 1/4"=f-0" SHEET S1.1A DOWEL PLAN SCALE: 114" = V-0" 1441 Ni RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA B: 0003325 14 Q� S 2 �o OU83DIV. /e LOT ABBOTT PARK LOT #13 BLK. #10 PROJECT* 04181.000-13101 MODEL& 3EKB "1405-KEYSTONE" GARAGE SMNG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C W? 0 rpluNT 4/29/20 SCALE: 1/4"=V-0" MIEET s1.2 i TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 1 D" HOOK GROUTED BOND BEAM a O CLEAN OUT REQUIRED Q ' FOR INSPECTION TIE_/ERTICAL REBAR e . 3 TO HORIZONTAL REBAR W/ 10" HOOK Y,1�I�'' BAR SIZE 48 BAR DIA. Z W #3 18" ? #4 24" M U #5 30" #6 36" #T 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" Z � STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND 0 ` U SPACING REQUIREMENTS �IL N Z 8" CMU WALL f TOP OF 51. 7- e TOP OF SLAB Z W SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. i EXT. PORCH SLAB ° 4" CHAMFER (I -STORY) #3 181, W/ 1/2" ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE #4 24" .e APPLICABLE) Z MATCH STEEL a #5 30" 6"PVC CHASE E REINFORCEMENT #8 36" THRU FOOTING PER SCHEDULE #T 42• 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE (DTIHRUFOOTING SCALE: 3/4"=V-0" #5 BARS ■ CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.00m AA 8: 0003326 a � Z g C om OV9DIV. & LOT ABBOTT PARK LOT ##13 BLK. ##10 PROJECT# 04181.000-13101 MODEL: 3EKB "1405—KEYSTONE" GARAGE OWING: 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) 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/ 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 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 P81336, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH/ T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID LIFT BEAM PLAN SCALE: 1/4' = l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com L AA 1h 0003325 r t 14 ytQ� c Q� la 6 SVHDIV. & XOT: ABBOTT PARK LOT #13 BLK. #10 PROJECT 04181.00t-13101 MODZIA 3EKB "1405-KEYSTONE" GARAGE OWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C AA NO DATE: 4/29/20 OCAI.E: 1/4"=1'-0" skrz T s2 #5 CORNER BAR W/ 3W LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" IT IS THIS ENGINEER'S INTENT THAT XFXX - 1TI M/OB INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/IM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR i. 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. 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 18" DEEP. OF F = FILLED W/ GROUT U =UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTHBEAM COURSE kl NOMINA HEIGHT # OF #5'S, TOP BONG BEAM COURSE # OF #VS, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST <3114" WINDOW SILL Z 'SLOPE TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION 4 SCALE: 1 1/2"=l'-0' TYP. B'BE BOND BEAM -1#5 i1R5 TYP. 8"xt6" co BONDBEAM 806 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE BX8 BOND BEAM TOP OF W/(1)#5 BARI BOND BEAM GROUT SOLID FROTOP LINTEL TO TOP OF OF OPENING BEAM, IF FILLED LIN SEE NOTE 5 8x8 PRE -CAST CON Wl iBAR - LENGTH OFLINTEL MASONRY OPENING-2"BEAM DESIGNATION ORrf BX8 PRE -CAST CONL SCALE: 3/4"=1'-0" LINTEL, W/O STEELTO PLAN FOR LOCrno . 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003325 a It` Y QQ Z 0 avaaly ee `7 ABBOTT PARK LOT #13 BLK. #10 PROJECT* 04181.000-13101 MODELa 3EKB "1405-KEYSTONE" GARAGE aWING: 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) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURERS 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 P8S36, .177' " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING;A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 6-0" 3'-0" 3'-0" jp'4�' &I ' I i II I II II I I 1 2X4X4' SECURE TO TRUSS W/ / 6"-8" O.C. MAX TYP. TYP. 2X4 SECURE TO 2X4 BLK—2-'12d SECURE TO ELK W/ META-16 2'-0" EXTENSION SERVICE DR. 1 SCALE: N.T.S. FRAMING PLAN SCALE: 1/4" = T-0' 1441 N. RONALD REAGAN Bi LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003325 Gs r$29 a mmmmm aUBDIV As LOT ABBOTT PARK LOT #13 BLK. #10 PROJECT# 04181.000-13101 MODEL: 3EKB "1405- KEYSTONE" GARAGE BWU40: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C A-(1) SIMPSON HETAi6 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 77^ NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{l) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)1 Sd x 3 }'NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) t6d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS / 12"OIC 'MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON "ROOFIWALL/FLOOR HTSM20 SHEATHING AND TRUSS AND (4)1/"x 2 1/4" FASTENER SCHEDULE" TITEN 2 ANCHORS x TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON 6", 8" x 4'-0" MAY BE ADDED HINSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE TE FACES OF O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO BLOCK WALL )1/4 10d TO TRUSS AND H RS x 2 il4" ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U2365 LBS, L:1430 LEIS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1B 1C TYPICAL TRUSS/ SS GIRDER CONNECTOR(S) DEPTH 1WD —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5'D SGL. STUD OUTER 113 OF SPAN ONLY BTM.- PLATE STUD NOTCHING G) OR LIMITS SCALE: 1 1l2"=1'-0" EDGE >518" HOLE DIAMETER < 3/5'D DBL. STUD 6'-0" MAX (W/1X4) 2 10'-0" MAX (W/2X4) TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE:-'=1'-0" ix4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/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 NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3l4"=1'-0� (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 30-1" TO 60'-0 (3)'X" BRACE (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE WI 12d's 8" O.C. MAX CONT. 2X4 SECURED W/ (2)1 Dd's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX, BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 811 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1"I N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA S: 0003325 A 4 4A 0 0 00 evsDly ae LOT: ABBOTT PARK LOT ##13 BLK. ##10 PROJECT 04181.00 -13101 MODEIt 3EKB "1405-KEYSTONE" GARAGE EWING: RIGHT PAGE: DETAILS 160 MPH EXP. C (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER @ 24" O.C. BRACE WI (3)12d @ EA. SECURED W/ SIMPSON H10A TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'-0" (1)1C BRACE 30'-l" TO 60'-0 (3) X' BRACE (1) w. BRACE @ CENTER PRE-ENG GABLE TRUSS (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIAfZ.11GINEERED NECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED WI(3) 16d OOD SIDE VIEW GALV. COMMON NAILS. 4" O/C, 1x2 SECUREDW/ 10d DRAWINGS GALV. COMMON NAILS CONT..1 RAT RUN12" O/C L SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED 1 W/ HIP RETURN B°ALE:y°"-''-0' �„� VALLEY TRUSS CONNECTION 1 L cr.Alc•NTA r 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA 8: 0003325 A O � g BtMDIV. ae LOT ABBOTT PARK LOT #13 BLK. #10 PROJECT* 04181.000-13101 MODEZA 3EKB "1405-KEYSTONE" GARAGE 19IMMO: RIGHT PAGE: DETAILS 160 MPH EXP. C J cneLE-END ROOF WIND DESIGN PRESSURES NET(GROSS) ASIDE 7- 0 ZONE 1 =19.13 PSF I.13) ZONE 2 = 3578 PSF (46.78) ZONE 3 = 51SO PSF (69.80) 'A'= T-O" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS G 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, 21/2" 0.120" 170,000 Wmu- ('r20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Bd 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 7/16" ZJP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES 2 Q Z � � LL 3= 3 Lj n JQ NO CD to 2 2 J 1 2 a cGl z . Z m s_J L w §7m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END RAFTER TRUSS RnnP SHrAFATHwr. �\ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD \ A N (O.S.B. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 IQ" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.S.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SWLLL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS. AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC1318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE 140.2 OR BETTER. FO =1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDEBAIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLOGS-0GROUND-GfiOUND WHERE INDICATED ON POLYETHYLENEMEMBRANE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED SEALEDWITHRRIE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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 FBGR 2017, 6BJ 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 #2. 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 -DOWNS. 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 T-O" OC, EACH WAY. DESIGN SPECIFICATIONS FOR TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH A. TRUSS DESINALGNS SIGNED AND STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFLO TRUSS DESIGNS SHALL REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A,, AND SHALL BE HOT -DIPPED GALVANIZED. H GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WE HE TYPICAL BENDING DIAGRAM ANPLACING DETAILS OTHE ACI STANDARDS AND SPECIFICATIONS. T T F L A N D R D B C TH DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPA-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA SCSI V ROOF: LINE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-canarteM REVIEW' TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - " #6 BAR •36 WOOD TRUSSES. 10 psf BTM CHORD �1oIJ-mnmJ t #5 BAR - 3030' #7 BAR - 42' 42' TRUSS MANUFACTURERLL PROVIDECALCULATIONSE INDICATINGONSRE ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 38' CORNER SIRS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR T DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD (7 P9f wl ASPHALT SHINGLES) (10 PM 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 psf 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: I Opsf 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 pe WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WINO: DEAD LOAD SPEED=17) MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE EXPOSURE C. RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC UNINHABITABLE ATTIC WITH LIMITED LINE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10 LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT IT BALCONIES (EXTERIOR) STORAGE:: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 COMPONENTS: M, PASSENGER AND DECKS: 40p GUARDS AND HANDRAILS: GUARD NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL N SLEEPING OM: 4 O VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30ps/, STAIRS: AGE PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40ps/ 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 5/TMS 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 CONTRACTORTO 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 SLACK 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 PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM GRADE = 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 WILL . S 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 LAY-UP R ALL 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 C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N-PRIOR TO THE ADDITION OF PLASTICIZER TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO.148 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 kM FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 k9l. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING; MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY HE OF TTESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER i-17P FOR A5 AND SMALLER Y FOR NIS MID LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-Ift FOR BEAM AND COLUMN PRBAARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPL- 9RE TYPE BPACBJG RE- -PT -TO CASE HARDENED CALL GAMGEDWR &ICJ( I%'OIA. TAPCON MA90NRV 1?EMBED.,%'EIO % MA90NRYl CONC. NAIL 11?LONG. 0"OIC TO MA90NRY/CCNC. -HER FASTENE0. B bL tiR"EDGE DIRT. SGO, PI. E%T. DO CASE HA0.0ENE0 CALL COIC WINOOWNOOfL FASTENED GARAGEDOO 1- 1rYOKWI E%PAN910N BOLT b'bC a"EMBED., 1"ENDOIST., 1. PT, 9EE NOTE( NAILI IYY' .. STAGGERED INTO MASbtlRYICVNC. TOMASONRwOONC WASHER LEDGE DIET, WWDrnN BUCK CASEHAROENE COIL WINOOW/DCORIFA9TENE0 METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING A R,BEE _6 11rILONG. STAGGERED INTO MABoNRY/CONC. MASONRY/ CONC. REQUIREMENTS EXT.BWWG000R BUCK Pa T, 9EE NOTES (4)Y18'OK NO WASHER 'TAPLbf' F.-It 100/C 11?EMBED. B-FND. 019T.,1 VY EDGE DIET, NCNSEARING WOOD WALL TO CONC. BLAB 12' E%PAN8KIN-EMBEp.PEIO WI WA9MER BOLT LdL DIRT,YEDGEDIET. BUCx 0.138-PAF"'ENO.OL4T.,11? T'.-Joow PT T09TEEL COL., 9EE Wl WASHER STAGGERED EDGEOIST, NOTEa NAP LIES 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 f OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A W000 DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. SA141 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdoeigngroup.com AA #: 0003325 r Z 3 2 l3 pp �O � O IfQs� Q a IA XMDIV. A¢ Lom BBOTT PARK LOT #13 BLK- #10 ROJECT/I 04181.000-13101 MODEL' 3EKB "1405-KEYSTONE" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DA JM 4/29/20 9CALE: 1/4"=1'-0" S N1 &v �� e e?� r is � 4t `