Loading...
HomeMy WebLinkAbout7764 Davie Ray Dr_ 99 MMOMN 9 0 -KEYSTONE1405 3EKB 9 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINAIEW ®ATE.,L.-3 202 CITY OF ZEPHYRHIL PLAN EXAMINER HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .KUM BjMa= CW`, OM »ir D M i� �iTA� ,�� -AM •OCCUPANCY - RESIDENTIAL, GROUP N •CONSTRUCTION TYPE - VB •�'' INTERIOR FDHSf[ - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vud=124 MPH 'CRY _ •1-STORY RESIDENCE • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A�VE LAV. AD ADJUSTAITIONING LUMMC. ALT. ADJUSTABLE M.C. AMP' ALTERNATE MFR AIAP. AMPERAGE MIN. BBOARD M.T. CO.L CENTERLINE MID. CAB. CABINET MTL. CLG. CEILING N.T.S. CLR CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH. DDBL. DOOR R PLYWD. . DRYER PLT. D.G. DUAL GLAZED PIL DLL DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL BAD. DP. DEEP ".G. DR. DOOR REF. D.S. DOWNSPOUT P.M. DDTL .W. DISHWASHER s° EA. EACH S.D. EQeV. EQUUAALTIGN SHT. EXH. EXHAUST SHTHG. EXT. EXTERIOR SHWR. F.GIFX. FIXED GLASS SIM, F.G. FUEL GAS SL. FIN. FINISH SL. GL. FL R FLOOR STD. FLUOR. FLUORESCENT SWS FR DR PTO �IN DOOR TEMP. GA. GAUGE THK. GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB IHDiL IH�EEA`ADEER CORE V.P.. HOT. HT INSULATION GHT wo. INT. INTERIOR WDW. wi{ LAVATORY LUMINOUS MEDICINE CABINET MINIMUM TURER MINIMUM METALTHRESHOLD, MOUNTED METAL SCALE ON CENTER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PAIR PLYWOOD PRESSURE TREATED RISER RADIUS RETURNAIRGWLL REFRIGERATOR ROOM SOLDHCOOOFXTDR SMOKE DETECTOR SH"EEETEE NG SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL TEECMPEERREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF AB TYPICAL UNLESS NOTED OTHERWISE w �RROOF WITH WINDOW WRROURGTH�TTIIRON DATE DESCRIPTION OVO M! IBID SET I6SIED ARCHITECTURAL SHEET DESCRIPTION 0626AS ADDED LED LIGHTS TO KITCHEN N SATE RO" PER MARK 5040 PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATIONS "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG DI -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 06fWn ADDED EXTENDED OHEIFH" AT REAR DOOR 011MAI ADDED BOLLARD AND r�MOVED OHM DOOR IN o. SATE+ N96/22A9 IiEv18E'D LARGE 6MG BELOW UAPOOW TO b' BAND TO MATCH GARAGE Nus FOIE WALK PEYIS04 lows I ADDED WV LAYOUT T00A ADDED4'TOCLO6ETINBEDROOM-3 0V M REPLACE USP CO MCTORS UTH 61M %M CONNECTORS 0 WIM ADDED OPT - FEAR AIC LOGATWN • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH BONDED REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.�S LIVWj IAA ea PT. GARAGE 243 SCL PT. ENTRY 20 80. PT. TOTAL 1068 ea FT. MAWPATIO 8® 8Q FT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA-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 S3.113-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABI1171 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 BUDDER 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 RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'm HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN St LONGWOOD, FL 32760 PH:407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA B: 0003325 h A Is 4A w C aysD1V ae LOT. ABBOTT PARK LOT #15 BLK. #10 04 81.000-15101 MODELa 3EKB "1405-KEYSTONE" GAitAGE SIVMG: RIGHT PAGE: COVER SHEET 160 MPH EXP. C R 4/29/20/4"=1'-O" ItDCT mom" 1 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR 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, DISCREPANCIES 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. 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 ARCHTTECTIENGINEER. 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 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-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 T- 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RUES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIl111131111Ni 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 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 FINISH 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, 117 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CID63.11A AND R703.7. FILE RESNTANT CONSTRUCTION UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE NTH 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 AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. i N. RONALD REAGAN 81. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com AA #: 0003326 o � Q� Z d a yCg� a aUBDIV. As Wlil ABBOTT PARK LOT #15 BLK. #10 PROJECT* 04181.000-15101 MODEIi 3EKB "1405- KEYSTONE" GARAGE SVrl": RIGHT PAGE: GENERAL NOTES 160 MPH EXR C 1 ' -= ��oilEE81E8E188E1'o. = oI1E1111U8E'lo o'BEIEE811E888!o ollo - - - - 111 o o, 1 G '/ 10 �- - � o , -- s - To - Q I '--FOYER - \_ - o - - - - -on m �.; GE i'm - Cm • - - • tll■I�IV-v H o �IEEEEEEEEE'lo'�'IaEEE11EEEEE� X1101 -W.C. a in Elio FLOOR PLAN SCALE. 1/4' • I'-C' EXTERIOR MASONRY WALL OWL NEK+HTS 8'-0' DRG. SQ.FT. CALC. S LIVING 1,405 ea FT. GARAGE 243 Sa FT. ENTRY 20 80. FT. TOTAL 1,668 GO. FT. 8'AW PATIO 00 Sa FT. 00M'pBR NOOLAODIq NID 1+ON08 sMIC WID EI°0911E FOR a SEOOID OIB18 OF1111111110111 Sam PO FOIE =1RNVIIIII IENMIOI MOV. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING. 18 5 33/-43 DR Mil CRITERIA BGD. MIN. 41 5 31/-39 CRITERIA 16010 OJ4D. 112 5 28Z/-31.5 BASIC WIND 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 GTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OWIMLDAEOYRIl1 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 ISETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIC"E88, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAk 407-7744078 www.abdesigngroup.com AA 8: 0003325 8 I = M, !R (,I I I 17-PJ StmD17. a LOT ABBOTT PARK LOT #15 BLK- #10 PROJECT�1 04181.000-15101 MODZU 3EKB "1405— KEYSTONE" GARAGE 9TrWG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C 6' LAP SIDING 6' RAISED BAND ITTPJ 8'-0' BRG. WA% ------------- —4' RAISED BAND /— 6' RA16ED / BAND lTYPJ OPT. COACH LKsHT BRG. HGT RI ti7 ME ■■ " . _ _ g 61 RAISED ,. - U FRONT ELEVATION SCALE: 1/4. I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A 8'-0' BRG. I MMIM 0'-O' FIN. 8'-0' BRG. HGL$ OFF RIDGE VENT OFF RIDGE VENT 0'-0' FIN.' •xEnoEnmc 1sDn 54. FT. NET FREE VENPUIpN FRF/1 RFQURFD • v- REDUUEDVFNPIATIDNRREA • 15P9 /3P0 SfN VENPUEIDNRREARXLINUIESPERFT.(IM) • 1N325D.IN. NIIN.REDUREDVENTIUPDN IN TAPER PoRTYNI DE ♦TPC • .5X M.. M.165 .IN. Dff RID(i VFNPIATpN�RF� . I155p.IN.PERVEM 3R.16/p5 TOTRLROf VFNR R�URED iUffi TDT L OFV — IDED R YRd Df RTIR:ISTMf RRIR.TFR W THE WUR, LBSTMf pVfRIWEIi E RIOn OE WA TDEFTERMD W NDMWANOs1 I� S Br.El I FLR i ■ I ----- ■ 3066 � SRrALE LITE 0 REAR DOOR ---� .D -- I' — REAR ELEVATION SCALE. 1/4 • F-0' TEXTURED FINISH I I � I � --------------------------------i-------------- - - - - - - -- `°'�' FiNFLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I'-0' ■ 1 m � I S 0-0'FIIV. LR�--_—_—_—_—_—_—_---_—_—_---------_---------------_-- --_T RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 8'-0' BRCa. HGT. I M. Ao,-0' FIN, FLR AO -0' BRA. HGT. 4BRG. HGT. •0. O'�0 IN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.ebdeslgngroup.wm AA #: 0003325 A Q r o 4 [PROJZCT# VBDM As LOTBBOTT PARK LOT #15 BLK. #10 04181.000-15101 MODEU 3EKB "1405- KEYSTONE" GARAGE 8WING: RIGHT PAGE: ELEVATIONS "Ds' E^1E 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e GOV OUTLET 20 AMP SINGLE FOUR IIOV OUTLET IIOV OUTLET VJ OF OUTLET all® TO MTO1 �GFI IIOV OUTLET vdupw MONO PALI Ia t q @ 220VOUTLET MaelCONNECTION EXT. WATMWWDW OUILIFT GROUND FAULT 6lroaae•TBR SWTC44 BUTCN 3-WAT OPER 64 SWTC4 I 414LAY OPER WALL PIDUIIED V V Law CEILNG LIGHT © LED CLO LIG14T LED VAPOR ©vp PICA LIWR Ovp VAPOR PWOW LOW ORYpmD CAN eVISIT. PAN ION FEIe S6 PT. VWT. PAN a4.lONf I OPI PBR SC. Rr. V RXIUAC (SPOOL TEO T OT CM ® aR6P AISOIW AROUND ( ) EKI AT401ND (twlW� rNv 2' R.UOI!6CB4T 4' MAWMSKm(T .•g-�� r Twncx Larrt 0 PANEL db reTelE OS.D. Vww DBTWTQR 1w WALL MOUNTED Blom DnECTOR EAU 6AG&UM IyLLY®IIIE ® Ca DOOR m bRNa-Oa6+acteD O COMBO � ON" WA DISTANCE OF NOT um TAN 4' FMOM WALL FE DANT LIGIIT NATURAL a" OUTLET ► TEUr "JACK Ito pU p, % 7ffi2L0f4e7 mZWV LING. E AM! ON SWEET FE TELEVISION JACK soe TO M SUPPORTS IN JO J.Epat a AOCOCI4S I eV BON IMR40 AS Wool RAt CBn OBL61S FANA.IOtNT TO M SUPPORIBD N ee rule® As SUCH POR MAIN=A s S AM �nan 24' 14CA6DBGCNW LINT STRP 26' INCANDaecort L OW OMP 48' ►CJIgSClNr tASNT 6TRP ROOD L10M KIe On. eBclaaTY IQITAD • Pa FUIN-BUTTON PORCWM Les PORT • LOCATION OF TV JACKS 4 M40M OUTLETS 4 PANS TO W VISIONED • WOrepwBe PWE-CGNSTIOUCTION MEMO, • ALL B 4 20 AMP BSA/OW CIRCUITS TO ISIS ANC FAULT FTSDI�TlD PER B.ECTWICAL PROVISIONS OF S` e 6tN IfDlTld r2AeTJ .Nee ales 2aa mITION. • m AMP DEDICATED LAUNDRY CNCUR. • OR • ISLAND (NOT ON KITCHEN CMW) • DISNOAB� ON1C40611ICT TO DE LOOKOUT N PANEL ELATWMM)M 06"T PAN TO WAVE M►, CAPACITr OF eSEECTION FM SLECTINSCAIL PROVISIONS OF neCPM e u • LAIIDRY ROO'i WECEPTACLE BNALL sE d1B01►D FAULT ORCUT-NfM4PRr TSR PROTECTION FDR PBR110"L ON MOM • URM PETNOD SMALL M NON MALLIC CABLE PER ELECTRICAL PROVISIONS OF FBOe 6n4 2 (20R1 • ALL WORK TO COI'7'Lr WITH E INCTOCAL P NDVN*PNS OF Twill TlCR 6TY m (20F13 •. OF L_.g W, 5 ENERaT MC,1 TM FER OWNER'S SUITE L . PRE -,RED CLG FAN PRE -WIRED CLG FAN ��' PRE -WIRED CLG FAN FOR DW HOOD WIRE I W/ OUTLET REF. ; — _ _ FOR FUTURE OPT• MICRO. S.D. ------ !Ro`�' BD MJ ® C. PRE -WIRED CLG FAN U—PB. FOR \ GARAGE ,,DOOR / -%BOLLAF la WMOUNTED bLIGHT /SWIT_,I % IN ATTIC i CHIMES KEYLESS FIXTURE GFI CLG. OUTLET i IRRIGATION OUTLET As 48' AFF. al GARAGE t •\ .— — — — — — — — — `\"--- - OPT. COACH LV_*1T ELECTRICAL PLAN SCALE, 1/4' a I'-0' I I I I I _ L I I - I LED LIGHTING ® SINGLE LAV. • BATH ►2 PANEL: A PANEL: 42 crt breaker VOLTAGE: 120/240 V APh MAN: 160 AIM M.L.O. FEEDER S.HA Cu THVW4 W 1-e8 Cu(G) In? C. OR 3-5411 AL THAN S 1-54 Cu (G) in2' C. WIN Pao bar We" aYWe OINe Issue awn Sat aD Rae Wk. R 2 m AIC AILL1 10 KVAa66% 4.m 1 3 2 4 4mo M.C. C.U..1 40 1 R R 2 60 RanP I— 9 d(AO Wax Hwx z 2 e10 no 2 W max 66m F Is 1600 Mar -OF! m 1 02 11 13 N2 1 A OFl 600 13 14 12m mare GFI m 1 N2 e2 1 20 Sm.a/hA.nMme.. Dr.ctaa AFC, am 15 to 12m 2a 1 02 N2 1 20 Sed 16m 1T to t6m EWaaad Mad/a,— w 1 W2 a14 1 16 0—W Ughtmdaedx AFC, 00) 1a 20 16m 8map i_R m 1 N2 e14 1 16 tongRena Rs dN AFC, 900 21 22 I6m Nx Raa N /laun mw . w 20 1 012 N4 1 16 Oxax\IN&_Us. 000 23 N 400 Ox1M SeN mtl YMN AttT 16 1 N4 014 1 16 aax. RU aW Rs Ya AFC, m 26 2e 4m Zb Rea Xe mtl a. 16 1 014 N4 1 16 11-0U aW RwoWW& AFC! w 2) 29 — kdow. OWa 16 1 N4 1014 1 16 adm.Nd .aW Am./Sam 42 AFCI 000 w M Q..w OWd•or 16 1 N4 414 1 16 F xmd8te AFC, 000 31 w I= t— 16 1 02 soee m x So- 36 33 3T w g 30 40 8 a g0ea d1 42 tgtla to Mnndlacb eakdMlm.l aaa 360D'J 21]00 Leda t. tlmamtl Y.Ia eakJatlma/Ina Demand Factor Calculation•: ABBREVIATIONS: APO: ARC FAULT CWCUn NTERRUPTER MC MO 01 IXo TLOAD D•1: GRO131DFAVLTNTERRAnQER mdiwaa 1. tlRnma acts 6ltm X 1m001aMNM10m2 1 RamMM eama4mi 10000 Tdd AA: Yad LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Tad Cdnmaetl bea W.LLa 30m0 T•W Amea I— I210 Wa) 12W1 G-oralijahilmill,itece, IWc L13aa Tai MC 3 w FM Omxal Ua A Ax 3 W I . R. N+iaa 1 at86W/Li htat100% a as Cu Omm4 U. W Rx Panel 12 357 1406 4215 86 4280 10hlwetla 4280 I II' I I i_2 I I L I LED LIGHTING C� SINGLE LAV. OWNER'S BATH NEUTRAL CALCULATION, LIGHTING, APPLIANCE, LAUNDRY LOADS, 14283 VA 30M vA • 1W%, REMAINDER as 35% NET LOAD, 6,949 VA RANGE, 12AW a 10% SAM VA DRYER, DOW S 10% 3800 VA TOTAL 18"A49 VA NEUTRAL AMPACITY, 18,489 / 240 a 18 A •L AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3?/0 CU, THM + 1% CU IN 2' CONDUIT OR 3 04/0 AL, TWIN a 1*6 CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE I" AMP DISCONNECT SWITCH AND 120/240 VOL GENERAL NOTES, M ELECTRIC METER IN I PHASE A, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO METER COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH PANEL VERIFY EDITION 1201T). LOCAL CODES, AND ALL LOCAL POWER VERIFY COMPANY REQUIREMENTS. 180ARP B. ALL CONDUCTORS SHALL BE TYPE THHN/TW N UNLESS I MCB NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE F50 AMP, 120/240 VOLT, I PHASE SECONDARr- ELECTRICAL SERVICE. PROVIDE 3 N COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 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. SEW/ICEI I CABLE I I O ENTRANCSERVICE 04TRACE EGIPMBNT EGE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 e4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (200). S/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.abdosigngroup.com AA /: 0003325 Q P 4 Q 2 i el s=8I v LOT ABBOTT PARK LOT #15 BLK. #10 PROJECT# 04181.000-15101 MODEIA 3EKB "1405-KEYSTONE" GARAGE BWMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C + Et 4 7: 25'-4' ------------------ I I I I V i— — J fn 36'x6sm BHWR. ® d) • I I 1 Q i 0I . II i O III � I i I I I e i- I I I I I � e LAv. I O v 2' Y.TR � — — — — I I/2'' — — — — — I KITCHEN 11a I 211 L — J I AUTO VENT I I IR' j— — — LAv.1 I ! 2' Y.TR i , 3, ----- --- � 3.1 I 3' 1 V2' 3' 3' 3' ly i WASHER ( i r3 21 LAYI 2' I 11/1' I 3' I I I/2' C.O. �I IR' I I 3' TO MAN I WO I 4' TUB I 3' I 2' . ILI PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 • I'-V 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407.7744078 www.•bdeslgngroup.00m AAA 0003328 g M � � 4• _ Rill 111.1. aVHDIV. A. LOT ABBOTT PARK LOT #15 BLK. #10 PROJECT 04181.000-15101 MODEL: 3EKB "1405—KEYSTONE" OAL2AGE OWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C 2X4 TOP PLATE MAN Y 7 PRE-FAS TRIM in- BOARD la' omvAL L Td'r SECURE ST. \ 2X4 WOOD PLATE TO ONR \ STUDS *24' uu Ima M,AeoNRr \ o.c. NAIL 32' O.G. MAX SLAB 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. PIN. PLR T ' 4 r 1 TYP. INT. WALL NON-BRG. D1 SCALE: 3/4'"I'-C' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' 0.60. SHEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORILAND--/--- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� I,-0. TYP. O.N. RSERGLA88 SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.I.I ON 1}' OA.6. SHEATHING OR }' COX PLYWOOD D 5/S' GYPSUM BOARD SECURED PER IG HIGH FASTENER SCHEDULE STRENGTH CLG. 150ARD REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FC>It PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS R-4.1 INSULATION VENTED SOIT FF L WINDOW ATTACHMENT �AS PER MANUFACTURES r— SPECFIGATIONS era I r REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OC. 1/2' THICK 2 COAT PORTLAND S• CMU CEMENT PLASTER APPLIED 1/2, GYP. ILL.SD.�\ DIRECTLY TO MASONRY WOOD SASE —� J\ 0'-0' FIN. FLR a - m. 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE• PER SECTION W5.1.1 - FOR ROOF (MI -STORY HIP BLOCK WALL SLOPES LA R UN�E�AAYMSS ENT SYs EM 1 SCALE. 3/4'"I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486% TYPE IV, OR ASTM D 6151 CA" AM RlAL OAa LN / PW N,ON riCR ay LN r ar N• OTr. R. i. a000 aus 2 GAS LINE THRU BLACK sera. w•.r4r FIBERGLASO SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON l' OA.6. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED 80PRIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. FLRA e' CMU � as . a W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL D 1 SCALE. 3/4'"I'-0' 14, 71am 2 COLT - FORMAW C!!R PLAwIlm APPL® ONNIMY TO MAaOWr R!Q TO ACIW w. APPWVAL IlWQ saAILAW . a>,�oaR ROD %"� GARAGE DOOR JAMBS D1 SCALE:I1/2'.1'-0' 2x BLOCKING 15ETUJEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON J' OA.B. STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER 0, FASTENER SCHEDULE -PRE-ENG WD. TRUSS TYP. O.N. MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER / ELEVATIONS CONY. 2x RAT RUN SECURED PER / STRUCTURAL DETAILS -// VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED 5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH Q.G. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WIDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. ILL. BD. CMU WOOD BASE 0'-0' FIN. FILM i441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 i atmDzv ae I.OT ABBOTT PARK LOT #15 BLK. #10 PROJECT 04181.0M-15101 moDEie 3EKB "1405-KEYSTONE" GARAGE 9W1<MG: RIGHT PAGE: DETAILS 160 MPH EXP. C J AA NO DATM 4/29/20 sCAm 1/4"=1'-0" a*== D1 112Pa 2X4• P.T. • CENTER OF DOOR HEADER SECURED YV (U N' X 8' J-DOLT WV 4' MIN. EMDEDMENT W) 21 x 21 x IW WLASHM 4 NUT OR W/ (2) 1612' X 8' ANCHOR OCLTB If2' X 2' X VI• wAsmm 4 NUT e 7K- SECLM 2x4 R.AT TO EL®UV MASONR0NAILS.2X8 CARAA DOORR SEDuV r8) V2 x 8' J•DOLR®DOLTS. WV 4' MIN. EMD2'X 2' X V8• WASVDR 4 W8' OR TOP. (U WITNII 8M.(3) EVENLY SP ® o NOTP.S, ALL ANCHORS SHALL EE IN A000110ANCE TO MANUFACTURER'S NSTALLATICN NSTIl1CTI" 5581E fir I ATIRJ' a19 A tams ATlx46B,n GARAGE DOOR 1 BUCK ATTACHMENT 4C:IL.6 NYF-a`-a` -- 8' cm DRYWALL f1'X4" OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK W/ V*' TAPCONS (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4 WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 UA WDMW TO BLOCK +9 4 OR +5 4 SCALE: N.TS. 2X4: m SECURE TO BLOCK W/ Wb' TAPC," OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1Y4) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACNG. 2X6:m SECURE TO BLOCK W/2-Wb' TAPCONS(MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 g• CM 18' OZ. MAX SPACING. Yt' DRYWALL 2XS,m a VX4' OR 17O' P.T. NAILER SECURE TO BLOCK W/2-�1(r' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. H3 EAD SIZE 00 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN VOF EACH END 4 MANUFACTURES DETAILS. — O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1//2" 11D=W TO BLACK +1-1/2' " SCALE: KT . 2X4m SECURE TO 15LOOK W/ Vo- TARO" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL 14' TAPCONS TAPCCN MIN. 144- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 ,CMS MIN. EMBEDMENT I Y49 • DRYWALL WITHIN W OF EACH END 4 IW O.G. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2X8:mn SECURE TO BLOCK WR-i(.' )4' O.SJ'S. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 IW O.C. MAX SPACING MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15 p* C NDmv B C + -15 !8 E, N.T.S. 2X4:m SECURE TO BLOCK W/ a)(- TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) UAT14IN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb4mf SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 'Jb' TAPCONS TAPCON MIN. 1 Ys' (MIN. SHANK. SIZE J4$ EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) D• cm WITHIN 8' OF EACH END 4 li• DRYWALL 2) O.C. MAX SPACING 2X8m ❑ I'X4' OR I'X2' P.T. NAILER SE BLOCK WR-%- GIBING PO" (MIN. SHANK SIZE .145 W MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) i1DOOD�OlK2214MI0/ TabeK+}' D E, KTJS. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHAH, SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SEA BLOCK W/2-STRUCTURAL NON-STRUCTURAL %' MIN. I-Y♦' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2XDm SECURE TO BLOCK W/2-%- TAPC0NS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 10' O.C. MAX SPACNG. MANUFACTURES DETAILS. xv,44 rxmxomnuw+-mo xvro Vj DOOR JAMB TO BLOCK +3' L/INDOL/ TO BLACK +3" '•' SCALE: KTZ. 2X4m SECURE TO BLOCK W/ )W TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IW OG. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbmo SECURED THROUGH SECURE TO BLOCK W(2-W&' NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAF CON MR I-)4 145 EMBEDMENT INTO 5LOGC MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 8, CMU JM• DRYWALL V O,C, MAX SPACING 2X8:m ❑ 1'X4' OR i'X2' P.T. NAILER SECURE TO BLOCK WR-Vo' 2ND 2X SECURE TO TAPCONS(MM. SHANK SIZE STRUCTURAL MENDER J45 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3' OSCALA + " E, N.T.S. 2X4m SECURE TO BLOCK WN4 TAPCONS(MM. SHAM, SIZE 145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 V) NOTE: STRUCTURAL 2X UATHIN B' OF EACH END 4 MUST BE ON OUTSIDE 4 18'Oa MAX SPACNG. SECURED THROUGH 2X6:m NON-STRUCTURAL' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4 TAPCONS(MIN. SHAM, SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , Cm MR EMBEDMENT I Y4') • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR V)d' P.T. NAILER 2X84s SECURE TO BLOCK WA-114' }(A' O.SJ3. X W MIN. TAPCONS(MIN. SHANK SIZE .145 DOOR CASNG MIN. HEAD SIZE 300 MM. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 13' O.G. MAX SPACING. MANUFACTURES DETAILS. 11o1F aN M,mDai To rw� aw t00.1R U•C�A•+ DOOR JAMB TO BLACK +3-7/L8' '111(DOR TO BLACK +3-7 18' G SCALE, N.T.S. 2X4m1 SECURE TO BLOCK W/AW TAPCONS (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 NOTE STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK U)A-1/4' NON-STRUCTURAL V TAPCONS TAPCON MIN. 1-)4- (MIN. SHAM, SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 6' CM WITHIN 8' OF EACH END 4 K• DRYWALL IW O.G. MAX SPACING. ❑ VX4' OR DeV P.T. NAILER 2XO4 SECURE TO BLOCK U1I-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3,00 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 TTAC 4 TO 2X PER W3' O.G. MAX SPACING, MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLII'15 JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3 3/4" /cT1 LA WO(DOW TO BLACK +3 3/4 a a" E, KTJ3. i N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdmlgngrouP•com AA 8: 0003325 g Z UU d a 1P BnDiv. a. LOT:ABBOTT PARK LOT #15 BLK. #10 IvROJECT# 04181.000-15101 MODEIA 3EKB "1405-KEYSTONE" GARAGE 8WMQ: RIGHT PAGE: DETAILS 160 MPH EXP. C 1 DmNT ATL". 4/29/20 8CALE: 1/4"=1•-0" 8I'IEET 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 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.S 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 STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006.4 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL158.1 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 IF W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigagroup.00m L AA 0: 0003325 o � 6 BunDm ae 1A7,11 ABBOTT PARK LOT #15 BLK. #10 PRO"=T# 04181.000-15101 moDRIe 3EKB "1405-KEYSTONE" CARAaE 81FMO: RIGHT PAOR PRODUCT APPROVAL LISTING 160 MPH EXP. C Dw� 4/29/20 8113mT D3 OLICLD NnVa7 •r'LA O LIM7LD NMIO •M.A ®� L C.M.. "T. a 4 OL w NYA10 • ® l nOLD �alMO • rL A MA o. aeAr • r'r. a f.C.M.. rca 1.CNA= R.0 A OMAN • M. C a roLc R. c aosa Pr. a Tp-L F.T. C TCIGa! ® aGnC, rL~ ® ®roLo • T* .orran tiA-a wtee tnwr MAL POW, 02 amoft. ® KICKOUT DETAIL T/ ' I MAUR TMM NAL (M"M .cu ac oo WTALL =o AT sorra+a pww - .a.wr.�T�+. WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9- THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS 4 TAPE OVER Rrxxmiei i SCREED Z D'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIPIBER ...... - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-013, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-77449078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 :a itr BUDDZV. as LOT ABBOTT PARK LOT #15 BLK. #10 PROJECT* 04181.000-15101 MODRIA 3EKB "1405— KEYSTONE" GARAGa awsxG: RIGHT PAGffi: WALL ASSEMBLY DETAILS 160 MPH EXP. C Y, DM, 4/29/20 BCALR: 1/4"=l'-0" aiE=T WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH X-X-X-X STUCCO SELF-ADHESIVE FLASHING - - - - NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PSEMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES FjB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHE6IVE— FLA64ING INSTALL PER MARF. 6PEC:SJ BUILDING PAPER — UNDER 'G AC:K FLASH' CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION A VENT PENETRATION WRB LAYER M, SCALE: N.T.S.STUCCO WRAP ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION '—ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAf EDGE APPLY E-2 OVER 60 M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP #1 STEP' #3 WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 4, FORTPIBER BUILDNG PAPER METAL LATH WOOD T/6' TEMI#ED C"Tmr-UON y�FNISH.uaoD FASTEN TO WOOD 6TWCTURAL MEMBER • T' O.C. MAX v cm x1' TO JS' MID -WALL n` o worn 6' WIDE 6TRIP 6ELF ADHE" FL46NMG, CLEAN MA60NRY BEFORE APPLYNG V I'MON w MABOMW ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 6' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP 02 WRB LAYER M, STUCCO WRAP APPLY bm MIN IWa GRADE 'D' FELT MEMBRANE MEMBRANE FLASHING FLA OVER SELF -ADHERING FLASHING OVER APROVED NOUSEWRAP U RD LAYER 42, FORTIFIBER BUILDING PAPER STEP #4 — ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #o' OELECTRICAL RECEPTACLE i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 14 5 3 ir a F ae LOTOTT PARK OT #15 LK. #10 PROJECT# 04181.000-15101 MODELA 3EKB "1405-KEYSTONE" GARAGE 31IING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C �k 2 1�2' k CORNER BEAD (FASTENER 4 SPACING + l' O.C.) CMU Sib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � p�CORNER BEAD � BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — - — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO F-ADHESIVE FLASHING — — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 q LAI U 94 FO 0 o S o 4A W 0 S Bvsa:v ae LAT: ABBOTT PARK LOT #15 BLK. #10 P1�JECT/► 04181.000-15101 MODEla 3EKB "1405-KEYSTONE" GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D eTRUCTION mEya WOOD "AT14M RENSTIVE IR �T ER \ AVER 616TIVE �L X�T � 61DMG \ RING '/� R.AELF- PLA9M�R1_6ADFEiRM4 q �� 1f@aeTNE f ` \ / \\ 6TARTCR 8TMP DER RESISTIVE anJ \ \ RAiNGAP1ERni3 1011!� _ —" GALV'D METAL FLAwm ` 'Z' R.A!lFIRYa opt �' UQ1dO�D6T1l1aatl'I�tl�El'{IEER — Y' X 6' 6R'AI1LATED WaOD TRIM MOMDER LANT OR L aAP O E�EA W. CASM SIDING TO STUCCO ® BLOCK TO FRAME ��� TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-0% MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 �c SVHDIN. & LOT: ABBOTT PARK LOT #15 BLK. #10 IPPtOJMCT# 04181.000-15101 HODEZA 3EKB "1405- KEYSTONE" CARACE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C F-pptrwT 4/29/20 SCALE: 1/4"=1'-0" SHEET WA4 SVHDIN. & LOT: ABBOTT PARK LOT #15 BLK. #10 IPPtOJMCT# 04181.000-15101 HODEZA 3EKB "1405- KEYSTONE" CARACE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C F-pptrwT 4/29/20 SCALE: 1/4"=1'-0" SHEET WA4 1,S' TEXTURED PINION • Wom, 14, TEXTURED :'.. 1'7T — 2x6 SUB-BANb x x x W/I'x4' NOTCH METAL LATH r - - - - x x x x x END, WRAPPED IN / METAL FASCIA WRAP WOOD OI-IEATANG PEEL STICK x x x x x x 1 WR5 LAYER 01, x x x x x x 1 I' DRIP EDGE sTUcco WRAP(FRAmE ONLY) x x x x x x x x x x x x 1 I� WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x F - - - -- - -- j I BUILDING PAPER FRAME OR CMU �/8' TEXTURED I _ -_ (FRAME ONLY) x x x x x x x x x x x x FINISH m WOOD 1 axe eue eArID x x x x x x x x x x x j 1 FELT PAPER ROOFIPIG CEMENT 11/8� I/2' TEXTURED / � x x x x x x x x x x _ FINISH e CMU DRIP EDGE x x x x x x x x x x DRIP EDGE METAL FASCIA \� METAL KICK OUT x x x x x x x x (RE Y FOR WALLPOINT F WRAP Y8' FROM �� © F'L AN 5 ONLY a,'� STUCCO, i' FROM x SET OF COMPONENTS) \\.. _.__ . -.-. - Ia ✓ W000 / I `---EXTERIOR WALL METAL FLASHING, WRAPPED ° ` � ''� (FRAME OR CMU) �� I MIN. Y4' ABOVE BOTTOM or - DRIP EDGE `\r NOTE: NOTCH FOR 2X(o \� 2x SUS -BAND SUB BAND ONLY ROOF KICK OUT REMOVED `\ FOR CLARITY W/U5'x4' NOTCH e \\ ROOF DECK (BEYOND) END, WRAPPED IN `. PEEL 4 STICK \\` EDGE, I' OFF WALL *ROOF CEMENT a \ (EDGE NOT INTO STUCCO) OMIITTTED FOR \\ \ I 1/8' TEXTURED FINISH • CLARITY \\�\ //woov, In' TEXTURED \ SUB BAND DETAIL ® WALL FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ®E L VA T ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND W/14'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) -ROOF CEMENT ROOF EDGE O SUB BAND DETAIL ® WALL CCL'"IARITY ED FOR W/KICK— OUT 1441 N. RONALD REAGAN BLVD LONGWOOD,FLS2750 PH: 407-7748078 FAX: 407-774.4078 www.abdeslgngroup.com AA M. 0003325 :a 5 N z o 44 IW f 4 BVHDIv. ae LioT. ABBOTT PARK LOT #15 BLK. #10 PROJECT* 04181.000-15101 MODEU 3EKB "1405- KEYSTONE" GARAGE BWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 1 F,PRDM 4/29/20 BCAL.E: 1/4"a 1'-0" SHEET WA6 29'-0" 11'-4" 101-W 7'-8" Ir If TE-1 7 4" CONC. SLAB 3'-6" 25'-8" 4" CONC. q t'e I w SLAB uI I io � 1 /2 TOP OF SLAB TN 71 _ _ _ — — — — — — r "�\ 1 EXTEND 3 �� 1.1 SLAB 1 1/2" ` I g I \\ I \\;- PVC LLI C CHASE 1 d,o..pp ,\� TOP OF SLAB N M 10'-1" 18' 4 I I � � I I" � I I I .I I I I I I I ?E-1 J _ e *51/2 Y EXTEND . ILL SLAB 1 112" N ILLI1.1 5 2'4" 1 I q BOLLARD I 4 1.1 1 AS REQ. — — — r 1.1 PER BLDG. CODE FM-12X78 J SLAB awl 2 -31/2+ w al 1.1 3,4 II EXTEND `---- I SLAB 1 1/7FM N W2 CL OFM-12Xi8 1.� 12X12 I 1 NI A - �� LLI 5'-4" 8'4" I I LL *7 1/2 FMC-12X18 FMC-12X18 I FM-12X18END 4 4 1.1 .1 1'-8" 8'-0" V-8" 13'-8" 4'-0" 11'4" 29'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, 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. 11.13INDICATED #5 BAR, MINDICATES #6 BAR,MNDICATES #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" ORS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER d OF SLAB SUPPORTED X-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1..I.4 OVER GENERAL 3 Irr 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS Is" - (2)We - (+o'-0" 7MC-12x18 12" CONTINUOUS 18" - s #51N CURB VARIES FM-1Z912 12" CONTINUOUS 12" 2 #5's - 0'-4" TEA 8" SEE PLAN 8" - (1)#5's + '-0" TE-2 12" SEE PLAN 8" (2) #5's 11 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407.7748078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 04 _ t aUBD:de LOT v ABBOTT PARK LOT #15 BLK. #10 PROJIMTO 04181.000-15101 MODEL: 3EKB "1405—KEYSTONE" OARAOR 9WWO: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30' MIN. EACH WAY wi MONOLITHIC FOOTING a z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ¢ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND - — - — (jr. a v po. (1� T SPACING REQUIREMENTS 1' " SPACING REQUIREMENTS W •�•---� GARAGE DOOR w LFM—• RECESS �� 3••r g� i 8" CMU WALL O 8" CMU WALL .°I I , . t CORNER BARS, SAME SIZE AS BAR w Lu 8" p o °' Z FOUN • FOUNDATION WITH 30" LEG EACH w = •- o'-0" TOP OF SLAB '- 0'-0" TOP OF SLAB a WAINY AT ALL CHANGES IN DIRECTIONS I .., - •j '� SO THAT THE STEEL REINF. IS CONTINUOUS ai I MATCH AMOUNT OF CONTINUOUS BARS �I CURB FOR EXT. PORCH SLAB W/ 112" ISOLATION -� -_. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) #3 18" EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER Il. I�' I2 LL °- v. CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET b• AT ELEV: < JOINT (WHERE ♦ ♦ - 6"CHAMFER (2-STORY) #q 2q W/ 1/2' ISOLATION (I -STORY) a 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE 30" JOINT (WHERE, APPLICABLE) Z •! i EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST tr AND BAR QUANTITY #7 42" iv AND BAR QUANTITY NUMBER OF BARS pe. 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 scALE:3a=r-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 WI 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C STM. 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 WI PLAN w p a ( 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 2" CAPPED O 0_ SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. GALVANIZED PIPE W/FLANGE BASE p g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP 12"x8" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO Q 8", UNO "Q� O PLATE EPDXY 5-112' EMBED. MIN. 16" OC SLAB WfIOd MASONRY FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB M/ix NAIL 16" O/C STAGGERED. ion SPECIFICATIONS FOR _ USE AND BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT H ao PREPARATION OF ANCHORS WI 10d x 1 1/2" REQUIRED WHEN NO SECURE FLANGE TO OD HOLE. COMMON NAILS FILL ALL y UPLIFT IS PRESENT. SLAB W/(4)1/4" X 2 1/4" w of HOLES, DO NOT USE 10d W w TAPCONS o O } x3 SEE SLAB SCHEDULE SEE SLAB SCHEDULE Q- .- 0.-0. .� TOP OF SLAB TOP OF SLAB,y� _ ° 4" CHAMFER (,-STORY) 6" CHAMFER (2-STORY) e: EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY 5 SCALE:34"=1'-0" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 7 SCALE: 3/4"=V-0" (W/ UPLIFT) 8 SCALE:34"=,'-0" (NO UPLIFT) SCALE:34"=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 x PLANS FOR SPACING. SINGLE Q BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB WI10d MASONRY NAIL 0- 1.} PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ADDITIONAL METAL K t U CONNECTORS NOT v —� REQUIRED WHEN NO O UPLIFT IS PRESENT. Oco 8" CMU WALL POURED LINTEL CONT. (TYP.) M .- 0-0• 8" CMU FILLED CELL (TYP.) _ I, :. TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING W 1/2' DIA. SIMPSON STB2 BOLTS 5" +- 0' Z SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOPOF SLAB - .n• Z GROUTED CELL, 4�'FROM AND a'. "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAXENDS °•♦ m POURED MONOLITHICALLY WITH FOUNDATION AND SLAB T'FSEE SEE SCHEDULE ° - EDULE FOR WxD, BAR SIZE ..T 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 SCALE:3q=,� (NO UPLIFT) 10 11 SCALE: SCALE:3a"=,-0" 3/4"=V-9' 1441 N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.can L AA #: 0003328 P 3 C SLJ8DIV. IC L/OT ABBOTT PARK LOT #15 BLK. #10 PROJECT 04181.000-15101 MODEIA 3EKB "1405—KEYSTONE" GARAGE 87IIIJG: RIGHT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.andoslgngroup.00m L AA 8: 0003325 :a o a� >QQ^ 0 StMDM as Lo ABBOTT PARK LOT #15 BLK. #10 PROJECT/ 04181.000-15101 MODELS 3EKB "1405—KEYSTONE" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C 171.2 4/29/20 CALET : 1/4"=1'-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM .a g a. .I aa. 5 a 0 CLEAN OUT REQUIRED 7a. FOR INSPECTION C1 1 0'-0" FIN. FLR, TIE RTICAL REBAR TO HORIZONTAL a.< REBAR W/10"HOOK BAR SIZE 48 BAR DIA. Z w #3 18, � #4 24" U #5 30" #6 36" #T 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ W.' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REOUIREMENTS W V J N Z 8" CMU WALL O A ! SEE SLAB SCHEDULE Z W a < B 4" CHAMFER (I -STORY) AR SIZE 48 BAR DIA. O � 8"CHAMFER (STORY) � I'llO . #4 24" a Z MATCH STEEL #5 30" i REINFORCEMENT PER SCHEDULE #6 36. 6" PVC CHASE THRU FOOTING 42 #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE &1HRU"FOOTING CALE: 3/4"=V-0" #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdoslgngroup.00m AA0:0003326 V w QQ O a a 4$ W x 4D qg i SUSSIV. As LOT ABBOTT PARK LOT #15 BLK. #10 PROJECT* 04181.000-15101 MODEL: 3EKB "1405-KEYSTONE" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DAM 4/29/20 SCALE: 1/4"=f-0" MIEET S1.2A 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)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 1Od 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 MEETMIG 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE MaURM 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) SIZE WxH, REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BBi MASONRY 3000 Sx8 (1)#5 WA GROUTED SOLID -L -------- 1TIOM10B 4'-6" -UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. I I L-----� 8F16-lT/0M/0B I WS-1TAMIDS 4 _g^ 6,4" LIFT BEAM PLAN SCALE: 1/4" = V-0" 4'-6" 8F20-lT/OM/OB 17'4" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdos]gngroup.com AA M: 0003326 Q aUBDM & I.OT ABBOTT PARK LOT #15 BLK. #10 PROJECT 04181.00t-15101 MODEr1 3EKB "1405-KEYSTONE" GARAGE BWMCI: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C #5 CORNER BAR Wl 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM (D SCALE: 3/4"=l'-0" IT IS THIS ENGINEER'S INTENT avn.i �nin ..vvn THAT XFXX - 1T/iM/0B INDICATES A DOUBLE BOND BEAM AND XFXX- 1T/0M10B INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- 1T/0M10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED I PLACE STEEL REINFORCING (L2) 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. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. IIDTH # OF #5'S, IN 2ND BOND BEAM COURSE 416-1T/l / B NOMINAL-f� HEIGHT s nF ss'S TOP x # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST •314. {4" WINDOW i SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 112"=1'4" BOND BE" mD �1#5 BOND BEAM -`Ih- 1#5 TYR 8"x16" BONDBEAM 1#5 Sx16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM 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 BxB PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-T BEAM DESIGNATION OR 1 8x8 PRE -CAST CONCRETE ` SCALE: 314"=1'-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno . 144i N. RONALD REAGAN BL L0NGW00D,FL32750 PH: 407-774-6078 FAX:407-774 O78 www.abdesigngroupcom L AA #: 0003325 r d C � i MOP aUDD:v a# 210 ABBOTT PARK LOT #15 BLK. #10 PROJECT# 04181.000-15101 MODELa 3EKB "1405-KEYSTONE" GARAGE SI►iNG: 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 WI (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A'OR LGT2 W/ 10d x 1 1/2" 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7I8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. s'-o" 3'-0" T-0" q N 4 I 11 II II i I I I 44 I i 1 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-18 2'-0" EXTENSION SERVICE DR. 1 SCALE: N.T.S. -FIELD FRAMED OVERHANG It., 15 91 9 � � 0 � CJ1 p CJ3 n II N N II 1 1 1 N ■ II 1 fl N N N N CJ8 a x n I fl N N N N N d 1 II fl N 1 1 1 N A1TAC A1TAC Al I CJ3 x ■ C33 CJ1 n — _ IL_ ■ CJ1 [; FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 PH:407-774-6078 FAX 407-774.4078 wwwAbdesigngmupcom AA #: 0003325 G SUBDly Se LOT: ABBOTT PARK LOT #15 BLK. #10 PROJECT# 04181.000-15101 MODEU 3EKB "1405—KEYSTONE" GARAGE aWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH .. (9) 10d x I J' NAILS TO TRUSS B-(2) SIMPSON HETA76 TRUSS ANCHOR WITH (12)16d x 1 � NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA76 TRUSS ANCHORS WITH (12)1Bd x 3 }" NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS / 12"O/C 'MASONRY BOND BEAM o SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR HTSM UPLIFT SIMPSON SHEATHING 20 W/1010d TO FASTENER SCHEDULE" TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: APT SYP 022"x4", 6", W x 4'-0" MAY BE ADDED H 1900 UPLIFT (2) SIMPSON ON W/ 10d NAILS, 2 ROWS, W OPPOSITE INSTALLED ON PRE-EIJG TRUES OA: TO FACILITATE ONE OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL )1/4 t 2 TO ACCOMMODATE TRUSS TRUSS AND HORS" x 2 1/4" ANCHOR REQUIREMENTS, CTITENOOT 2 ANCHORS TO CONTINUOUS BOND BEAM CONT POURED LINTEL ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = UA 810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1ATYPICAL TRUSS/ S&1B 1C GIRDER CONNECTOR(S) OUTER 113 OF SPAN ONLY BTM.— PLATE DEPTH IWO —HOLE EDGE >5/8" -HOLE DIAMETER 2/5"0 SGL. STUD HOLE EDGE >5/8" 01 HOLE DIAMETER - 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=7'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'4" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE (1) -r BRACE @ CENTER TO BLK W/ 112" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH �R 10'4- MAX (W/2X4) v 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BTM. CHORD BRACING, SEE STIFFBACK (AS PER P.T. PLATE W/ 12d's 8" O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT, 2x4 SECURED W/ U 0. MAY NOT BE (2)10d's @ EACH TRUSS a REQUIRED TO BE INSTALLED( 10'-0" O.C. MAX. BTM. CHORD OF Tr WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. ... 1 x4 BTM. CHORD BRACING 6-0" O/C —/ END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" 0/C MAXSECURED WI (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �L �+ INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 000332E A r r Z 3 stramv. Z LOT ABBOTT PARK LOT #15 BLK. #10 PROJECT* 04181.000-15101 1[ODEL• 3EKB "1405-KEYSTONE" GARAGE SUING: RIGHT PAGE: DETAILS 160 MPH EXP. C (2) 2X4 No.2 SVP DIAG2x8 OUTOOKER 24" O.C.L BRACEW/(3)12dQEA. SECURED W/ SIMPSON HI GA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0" TO 30'4- (1) "X" BRACE 30--1" TO 50'-0 (3) "X" BRACE (1) "X" BRACE 0 CENTER PRE ENG GABLE TRUSS (2)-W BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) VTCR SPACING (1) AT EA AND 6'-0" O PLYWOOD SHEATHING, SEE ---�- \ "ROOF/WALUFLOOR SHEATHING \ FASTENER SCHEDULE" \ SEE TYP. TRUSS CONNECTOR \ DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA CONNECTION PER Li SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEERECI, OD SIDE VIEW GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17' O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED W/ HIP RETURN SCALE:3/4'1'-0" VALLEY TRUSS CONNECTION 1 GJ —Alc-u Ts 1441 N. RONALD REAGAN BLVDJ LONGWOOD, FL 32750 II. PH:407-774-6078 FAX: 407-7744078 www.abdWgngroup.com AA 0: 0003325 W : Qa 5 r 7 C a a 8VHDIV. 1e LOTit ABBOTT PARK LOT #15 BLK. #10 PROJWT# 04181.000-15101 MODEri 3EKB "1405-KEYSTONE" GARAGE BWnTG: RIGHT PAGE: DETAILS 160 MPH EXP. C M • GABLE -END NIP ROOF $-�— ROOF WIND DESIGN PRESSURES 7-10 ZONE 1 = 19.13 PSF (29.13) ZONE 2 = 35.78 PSF (45.78) ZONE 3 = 59.80 PSF (69.80) "A"= T-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: *C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITtOUS TILE AND METAL ROOFING, USE MIN. 518 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 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK Bd RING SHANK, 2 1/2" 0.120" 170,000 1620 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR BREATHING 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 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL, Z W zo W U Y CAD QU czO U Z Of So 8d RING SHANK GUN NAILS (XI 4" O.C. 11 TOP & BOTTOM EDGES Z O ZQa W - U S Z m O ZQ .J Z 2' N r7 . Z E . TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO RAFTER OR TRUSSNIDL. PT FBREATHING --__� ---__v c ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SRANK GUN NAILS (� 6" O.C. IN FIELD ` �-• 8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.G.(N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, e6t EDITION AC1318-14, 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 DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 00 NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING. TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD-rlon-wrimmont 10 psf BTM CHORD-non-mrtarrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 pst TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 Pot BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT:1 Opsf BALCONY LIVE LOAD 60 PSI STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED -100 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1OPsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMTITED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ 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 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM DA557. 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 CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH, ENGINEER, CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS. AND SLAS-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH NSTORCAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S 4-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO K THE MX UNTIL IT IS DEPOSITED IN ITS FINPOSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 9D MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE. REOMRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND�OR WEATHER 1-1R"FOR A5AND8MLLER 2" FOR Ne AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS WALLS AND JOISTS IArt FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE YV. PROVIDE 6%MR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WERE INDICATED ON DRAWINGS. SEAMS LAPPED B INCHES 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 SPF 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=1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DI ODIUM 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 WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. E)(MUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017. SBt EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 05 BAR - 30" #7 BAR - 42" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, WOOD TRUSSES: 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 SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/ TCA BCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. PROVIDE 38' x 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 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 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & AL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ASCE 5(TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE 11n - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IWWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS 70 TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 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 RESAR 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 W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl, STRUCTURAL PIPE SHALL BE ASTM-53, 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 SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW A D DOOR B CK FASTENERS FASTENER APPLICArON SRE TYPE SPACING REMAfM9 APPLICATgN S. TYPE SPACING REMARKS 14 PT FURRWG TO CASE HARDENEDOOIL SOk GARAGE DOOR BUCK tlA•DLl TAPCON IMSONRV R—G. 4- G., 4•END GIST., MASONRYIWNC. NML„ I-ONG. TO MASONRVIOGNC. NO__ ASTENER S"dC GIST. SGD,AL.E%T000PS I.PT, SEE NOTE CASE NAMENED COIL NML 1-LONG. C'OIC STAGGERED WINDOWIOOOrBFASTENED INTO MASONRVILONC. .—GE—U.i TO MASONRVICONC. DU.WI WASNER E%PANSION BOLT L"OIC CEMBED.. A"fN0015T.. SEDGEDBn. wlNlxxv eucK cABEHARGE G_ rac Wwlnwmowe FASTENED METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING SEE NOTES NAIL, I2 LONG. STAGGERED INTO MAsoNgrrc;oNc. MASCNgVI coNc. REQUIREMENTS SWING DOOR N)yf89M, 'TAPCON' 18 „Y1"EMBED B-EN. NIXJEEggING W000 ,R^ ExPANSK)N A"EMBE. .I END 24 WC BUCK 2x Pl, 8EENOTEB OWAGNER FASTNER GIST., I- EDGE DIET. WALL TO CONC. SIAS WI WASHER BOLT GIST., B' EDGE O.T. a PTwwocwsuac O.tBB'PAF x2 tA- YOIC A•END. GIST..I PT TO STEEL WL., 9EE WI WASHER 6TAOOEREO EDGE DIET. TES NOTES STAPLESSHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441. N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.eom AA C 0003326 r d aUSDIV. 89 LOT.il ABBOTT PARK LOT #15 BLK. #10 PMJECT 04181.00t-15101 MODIU 3EKB °1405—KEYSTONE" GARAGE SWING: RIGHT PAGE DETAILS 160 MPH EXP.r-C y hl