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HomeMy WebLinkAboutBuilding Plans1430 CULVER [DRIVE NE, PALM BAY, FL 32907 • STATE OF FLORIDA DESIGN CRITERIA: •FLORMA BUILDING CODE, RESIDENTIAL, CERTIFIED BUILDING CONTRACTOR: 6TH EDITION (2017) •ALL LOCAL AND STATE CODES DR HORTON HOMES *OCCUPANCY — RESIDENTIAL, GROUP R3 1430 CULVER DRIVE NE *CONSTRUCTION TYPE - VB PALM BAY, FL 32907 •MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=160 MPH TEL: (321) 733-7092 Vasd=124 MPH MAX: (321) 733-7972 *EXPOSURE - C •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: LIVING 1141 SQ. FT. MICHAEL C. ANDERSON GARAGE 411 SQ. FT. 36 AR No., 17305. LANAI S3 SQ.FT. A.B. DESIGN GROUP, LLC TOTAL 2281 SQ. FT. 551 S. APOLLO BLVD., SUITE 202 A/C VOLUME 15024.2 CU. FT. MELBOURNE, FLORIDA 32901 Tel: (321) 802-3591 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 RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE UBEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. Tel= (321) 733-7092 Fax: (321) 733-7972 ABBREVIATIONS REVISIONS ABV. ABOVE I.AV, LAVATORY DATE DESCRIPTION Aic AD.I. AIR CONDITIONNG ADJUST \BLP LUM, 14C. LUMINOUS MEDICINE CABINFT 01/05/IS BID SET ISSUED 01/15/18 2011 FBC UPDATE ALT. ALTERNATE Y11-R. MANUFACTURER AMP. AMPERAGE MIN_ MINLMUNI 01115AB BID SET RE -ISSUED BD, BOARD M.T. METAL THRESHOLD CL CAB. CENTER LINE CABINET MTD. MIL, MOTNTED MTTAI, 04/18/18 FOOTING I;EVISION5 PER M. BOWES C.G. CLR. CP.ILING CT PAR N T.S. O.C. NOT TO SCALE ON CENTER 02f12/19 PLAN MAINTENANCE CONC. CPT. CONCRETE CARPET PL P.R. PROPERTY LINE PUSH BUTTON 04/25/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON 04/25/19 REVISED HVAC VOLUMES ON SCAT CALC SCHEDULE C.T. C ER AMIC TILT PH, PHONE D- DRYER PET. PLATE 05/06/15 ELIMINATED LEDGERS AT ENTRT- ELEVATION 'B' DBL. DOUBLE PLYWD. PLYWOOD D.G. DIAL DOAL GLAZED DIAMETER PR_ P.T. PAIR PRESSURE TREATP.T) 06/0349 ADDED DOORS TO OWNER'S BATH WIC AND WATER CLOSET I»M. SP DISP. DISPOSAL DTSPGS�V. R. RAD. RISER RADIUS O6/21/19 ADDED LED LIGHTS s KITCHEN t BATHROOMS PER MARK BOWES UP. DEEP R.A_G. RETURN AIR GRILL DR. DOOR REP_ REFRIGERATOR D.S. DOWNSPOUT R.M. ROOM DTL. DETAIL R.O. ROUGH OPENNG D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR F.ILV. ELEVATION S.H. SINGLE HANG P.Q. F.QHAL SHT. SHEET EXH. FXH.ATFST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER P.G.fFX. FIXED GLASS SIN. SIMILAR F.G. PUI?LG:1S SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS PLR. FLOOR - STD. STANDARD FLUOR. FLUORESCLNT I SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING THMP. TEMPERED GLASS GA. GAVOT THK. THICK GAR. DISK GARBAGF, DISPOSAL T.O.C. TOP OF CURB G.F.T. GROUND-PAITLT ( IRCUIT T.U.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL_ GLASS TYP. TYPICAL GYP. BD_ GYPSUM BOARD H.N.O. TNL.FSS NOTED H.B. HOSE BIB ':;,. OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W_ WASHER HGT. OR HT HEIGHT WI WITH NSIIL. INSULATION WD. WOOD TNT. _ INTERIOR WDW_ WINDOW >..� W/H WATER HEATER -. W.I. WROUGHT IRON INDEv OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CS -COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2A-ELEVATIONS 'A' PG El -ELECTRICAL PLAN PG Pl -PLUMBING PLAN REVIEWED FOR PG M1-HVAC PLAN CODECOMPLIANCE PG D1-DETAILS ST. LUCIE COUNTY PG D2-DETAILS BOCC PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS STRUCTURAL SHEET # PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.113-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG SN1-DETAILS PG PA1-PRODUCT APPROVALS DESCRIPTION 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U RA may... O F 0. U r7 W C F A C: SVBDIv 8e LOT: CREEKSIDE LOT #57 PROJECTIf 04321.200 057R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C go ARCHITECT STATE OF FLORIDA jduhl�_� OCT 17 2019 MICHAEL C. ANDERSON AR NO 17 PRINT 10 17 19 DATE: / / SCALE: 1/4"=1'-0" SHEET C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUI�DING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN CROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S 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. 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 FORISLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE 48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AN ILL 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 1/2 -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 YrINCH GYPSUM BOARD OR EQUIVALENT. 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 1S GREATER THAN''/z 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. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 REQUIREMENZS. 10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, 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-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 ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH 1/2" 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.. 1 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. J 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 1 EXTERIOR FINISHES J1 1 WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703 7'°l ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . SXYBDIV.K8,T: LO CREESIDE LOT#57 IG v PROJECT# 04321.200 057R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: GENERAL NOTES 1-60 MPH EXP. ARCHITECT: s.'x ;STATE OF FL�ORIDA %-MAR- 0 �P MIOHAEL C. ANDEMM AR NO 17305 PRINT 17 DATE: 10 / / SCALE: 1/4 fl=lp SHEET G u 0 v 0 n rs WINTER ICE BARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENT HAZARDS a FREEZING ANUAL TEMPREQUIRED" INDEX ` TEMP? 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.S.1 THROUGH FBC R302.SA FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 COWOMW AID CLAWNG WND LOADS BAW WND BF011111f FOR 3 SE= GM oPE1m 8G11AtiE ZONE 100 WH WIID (M R9AAWC3 AW TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/_42 DR MIN. CRITERIA S.G.D. MIN. 12 5 30/-31 CRITERIA 8070 O.H.D. ( 56 5 32B/-38.0 16010 O.H.D. 112 5 30.9/-34.4 SOFFIT N/A 5 316/-388 -682S/ IF ROOF TILE N/A 3 -5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 03/20/16 PER FLR ,FLAN„ DBL. TOP PLATE 0 m BAR DETAIL A SCALE: I/2'=1'-0' a , o �q�i`��,;: �+em GASLEROOFS :T <0 F11SURE Raol'W:7) CONTPONFINT AND CLADDING PRESSURE- ZONES s HB 40' -0" 13'-0" 17'-8" S'-0" 14'-0" 12'-0" 4'-S" 36'x60' LAV. V. SHWR PAN W/ ENCL T. C. I 41 -� OWNER'S I BATH . s CLG. N T.— G. I W.I.C. Y-4 s' 8' CLG. ti I 9l_a m BDRM.#3 8'-8 CLG. N BDRMA2 8' 8' CLG. 25-SH EGRESS OWNER'S SUITE 8'-8' CLG. �r 51-0 11-21.1 J IFf tUB W/ SHWR m I —IY 10' 6'-2° BATH #2, T. C. 3'-6" - o r 22'x54' l � ACGESS j 25-SH EGRESS 0 GREAT ROOM 64, CLG. LANAI 8'-8' CLG. DINING R Ads. sRs G. m Irl � C, FLOW-THRU T �+ 77 6'-10"---7'-611 3'-4. 5'-4" 41_4" c. 8'-8' CLG. i - — — ---- -SH I> o o L---1 FOYER _ - 5W. 51NI MT 8'-8' CLG._ 2-0 OX I I HDR m I N �4o W 1'-all 71771 BOLLARD ° m I� " r KITCHEN ° AS REQ. 5'-0° I0u:i i - n PER BLDG. OF m 8 8 CLG. CODE ENTRY 'n I 8'-8' CLG GARAGE R = - R - NOOK 8'-8' CLG pR pp 8'-8' GLG )> 25-SH ❑ l =11oill I' 3 16'-0' X 1'-0' O.H. n 3'-0" -0" 16'-0" 6'-0" 3'-8" 20'-0" 40'-0" N , N WFPA MFPA 0❑ SQ.FT. CALC. S LIVING 1141 SQ. FT. GARAGE 411 SQ- FT. ENTRY 36 SQ. FT, LANAI W SQ. Ft - TOTAL 2281 SQ. FT. A/C VOLUME 150242 CU. FT. MASONRY/FRAME WALL LEGEND 8'-8' BRG III-8, EiRCs. 4' INTERIOR NON LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-6' UNLESS NOTED OTHERWISE FLOOR PLAN SCALE: 1/4' = 1'-0' NOTE- -1 - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. ro tl 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W U w 4 N A F A ti SUHDIV. 8e LOT: CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: FLOOR PLAN 60 MPH EXP. C 00 ARCHITECT' STATE OF FLORIDA MAR 13 2020 MCHAEL C. ANDERSON AR NO 17305 PRINT DATE 10 17 19 SCALE: 1/4"=1'— 0" SHEET Al SLpCx. 4 CxT. ----------------- SHINGLE z . 12 ROOF tip NZ 7 S -8" BRCS. HCsT. _ - _ -_ d -- 8'-8" E3RG: H4GT, A 11E ir-oll I ® b 45 QA� _ a OPT. COACH tYP. ro L1014T 9 11 p 6' R418Ep BAND 6RAISED TYP. BAND TYP- g L ID' -ID" FIN. FLR.h 0'-0 FIN. FLR. �— - -- -- FIR®NT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 8'-S" 5RGz. v T 0'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4 = 1'-0' TEXTURED FINISH TYF 0'-ID FIN. FL' OFF RIDGE OFF RIDGE VENT 0'-0' FIN.fLR.� _ v �r �0yt r 41C=T. 4B A TYP. I AID'-0' FIN. FLi�. REAR ELEVATIC"IN SCALE: 114 = I'-0' TEXTURED FINISH 8 -8" SRCa. PGT. 1'-0" 4B '4 TYP -- - --- - - 0'-0" FIN. FL-R. 4E3 A 2 I I ® ■ v 2._0 r - - - - - - - - - --- - - - - -- ■ - v r -------- ---" - -- - v --- RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH a, -all BIG- I T. gy0'-0" FIN. FLR. Y DEC®. DETAIL A)-R4 LE: 1/2 = 1'-ID' MODEL 1756-EASTHAM AREA OF ATTIC = 2503 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/ 300 REQUIRED VENTILATION AREA = 2503 /300 - 8.34 SQ. FT. 8.34 = 1201.44 SQ. IN. MIN. REQUIRED VENTILATION IN = .4X 1201.44 UPPER PORTION OF ATTIC = 480.576 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT(net free area) TOTAL#OF VENTS REQUIRED = 3.48 TOTAL#OF VENTS PROVIDED - 4 SOFFIT VENTILATION AREA 7 SO, IN. PER LINEAR FT (net free area) LIN EAR FEETOF SOFFIT REQUIRK 68.65 551 S. APOLLO BLVD., SUITE 202 ELBOURNE, FLORIDA 3290' PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 7�� 4: r� �1 � .41 z k+3 CREEKSIDE LOT #57 €s, ROJECT# 04321.200 057R1 MODEL• 1756 _ "EASTHAM" ' ARAGE SWING: LEFT j. ELEVATION "' 160 APH Fj CAI STATE OF5 a : -1 I! OCT 1 7 21f9 FK' ���y'[ �°-�s�`E �''�' �,d`aSi�i` mac,,:•" PTIRI ' " n D 'E: 10/17/19 SCAT :1/4"=1'-0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI 110V OUTLET EQUiPED WAI FAUL INTERUPTER (TAMPER RESISTANT TYPE) E220V OUTLET (4) WIRE CONNECTION UP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH Its SWITCH 3-WAY OFI -4 SWITCH 4-WAY OPER I� WALL MOUNTED 1-0 LIGHT CEILING LIGHT O LED CLG LIGHT O VP VAPOR PROOF LIGHT ORECESSED CAN WALL SCONCE PRE -WIRED eVENT. FAN I Q'M PER 8Q. FT. VENT. FAN W)LIGHT I CFM PER SQ. FT. VANITY LIGHT FIXTURE (SPEC'S TOO BY BUILDER) 4'ES FLUORESCENT 2-BULB WRAP ® LIGHT AROUND (RECESSED) 4'X2' FLUORESCENT WRAP LIGHT AROUND AROUND A (SURFACE MNT-) 2'FLUORESCENT 4' FLUORESCENT —�—� A 4' TRACK LIGHT 0 PANEL Nam METER ISATT-BACK-UP S.D. O SMOKE DETECTOR W/ HARDWIRE WLHA WALL MOUNTED BATT_ BACK-UP 8D. SMOKE DETECTOR W/ HARDWIRE 3/C0 CAII MONOXIDE SMOKE DETECTOR BATT_ BACK-UP W/ HARDWIRE SHALL BE A DISTANCE SHALL COMBO OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT L� NATURAL GAS Il/ OUTLET i . TELEPHONE JACK WATER HEATER IGNITION SOURCE TO BE ELEVATED DISCONNECT a AIR CONDITIONING 4 DISCONNECT r TY TELEVSION JACK CEILING BOX WOUIRED OJ_BOX TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION nnn.R 24' INCANDESCENT LIGHT STRIP n no 36' INCANDESCENT LIGHT STRIP nnnnnnnn o 48' INCANDESCENT LIGHT STRIP FLOOD LIGHT OPT. SECURITY KP KEYPAD PE FI PUSH-BUTTON FOR CHIMER USB PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011) 4 NEC 21012 2014 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL k • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF ' SO CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 6TH EDITION (201-1). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (201i). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (201-1). • ALL I AMft SHALL BE SELECTED BY BUILDER AND '15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.0 ENERGY CONSERVATION (RESIDENTIAL ENERGY !1 EFFICIENCY) 201-1. 9, h EDITION R404-1 UP GFI - COI METER FIELD VERIFY LOC. -- OWNER'S BATH i --- CEILING MTD. LIGHT TO OWNERS BE INSTALLED, PROVIDEI SUITE J-PDX FOR OPT. FAN I WP LANAI @J� �CxFI - PRE -WIRED CLG FAN PRE -WIRED + CLG FAN( . - C wic. IT 34 rY O WCO S D. ----------- BEDROOM 3 BATH #2't L PRE -WIRED ,ED • �I CLG FAN 4Lu • L9 / GREAT ROOM 13,ll J CJ k PRE -WIRED L'� CLG FAN :a BEDROOM #2 �, S ®o �, , / - DINING ROOM OUTLET LJ ' I[L .� ','I, / FOR UW 1 GFI ip GFI PRE -WIRED =-;X �CsFI CLG FAN �oFOYER LAUNDRY o --5-uT SINiG - -GFI GFI �. 44' AFF.� 44' AFF. WH I / +` L L +�I P.B. FOR / Lu GARAGE i + KITCHEN Q �! DOOR ' (K WALL MOUNTED J + 0- IGHT W/ SWITCH / BAS REQ. +I ❑A � 4W � IN ATTIC + PER BLDG. ). + CODE( O I� / ENTRY l, , 1 L + i i li'I KEYLESS I J FIXTURE7 (GFI) t 1 IRRIGATION GARAGE I OUTLET o I 48' A.F.F. / .I -------------- i COACH LIGHt �------__��_ ELECTRICAL PLAN SCALE: 1/4" = 1'-0' NOOK HOOD WIRE W/ OUTLET FOR FUTURE MICRO PASTE PANEL: A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) in 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood 1800 3 4 #12 1 20 Small Appliance 1500 5= 6 Space Space L #12 1 20 Refrigerator. 1500 7 8. # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 1 20 Bath GFI Receptacles 1200 1.1.. 12 1500 Dishwasher GFI 20 1 1 #12 i #14 1 15 Foyer/ Hall 900 13 14 5000 Dryer 30 2 #10 #14 1 15 Great Room / Din. Light! Lanai AFCI 900 16 #14 1 15 Kitchen Lights / Pantry / Drop AFCI 900 18 1500 Washer GFI 20 1 #12 #14 1 15 Bed #2 / Laundry AFCI 1200 20 1000 Garage Door Opener GFI 20 1 #12 #14 1 15 Bed #3 / Bath #2: AFCI 900 F23 22 1200 Garage Lts & Recepts. GFI 20 1 #12 Space 24 900 Owner Bedroom/ SD's AFCI 15 1 #14 Space 26 900 Owners Bedroom / W.I.C. AFCI 15 1 #14 Space 28 1200 Exterior Lts & Recepts. GFI 20 1 #12 Space 29 30 Space Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #6 2 60 A/C AHU-1 (Heater 10 KVA at 651% 9600 39 40 4400 N.C. A/C C.U.-1 40 1 #8 41 42 Load subject to demand factor calculations / line 23400 26800 Load subject to demand factor calculations / line Demand Factor Calculations ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 50200 First 10000 watts at 100°/o 10000 Remaining watts at 40% 16080 Total A/C load 101% for future growth 1608 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD I PASTE Total Connected Load Watts 27688 Total Am s (watts / 240 volts) 115.4 /----------\ oLo oho _ I I I I II 3'-0' I'-6" l \—-----J/ LED LIGHTING @ DBL. LAV. OWNER'S BATH 150 AMP ELEGTRIGAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &tH EDITION (201-1 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE- PROVIDE 3 *1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 0210 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. II I I � ' I � j ' I II 1 LED LIGHTING C SINGLE LAV. BATH 2 PROVIDE 302/0 CU, THU.N + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% GU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 «4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2017) 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com Illik AA #: 0003325 F W h W V W 0 F 4 V 4 4 ti SVBDIV. 8a LOT CREEKSIDE LOT #57 ]PROJECT* 04321.200 057R1 MODEL.• 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN t60 MPH EXP. ARCHITECT - STATE OF FLORIDA j j —_ OCT 17 2019 PRINT 1917 DATE: 10 / / SCALE: 1 /4"=1' — O" SHEET El 0 ■ 7 —2 II U��UI L•J -J F. Ili r I_611 AIL 2� _2" 1 I (V nII!cc SHO PLUMBING PLAN SCALE: 114 = II-m° PLUMBING RISER DIAGR.NM IN F/44$�c Opp 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com �A #; 0003325 "a i a w 9 >e I _ � eg Y t G � w f � G a F CREEKSIDE LOT #57 ry PROJECT# 04321.200 057R1 " MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: 111 PLUMBING k PLAN ARCHITECT TATE OF FLORIDA f =: OCT 17 2010 iOpsi, V� i_ O. AZERSON R Iw1017305 DATE: / / ITT 1017 19 SCALE: 1/4"=1' — O" SHEET pI E ol V W 0 y0. C� W q 4 SVBDIV. & LOT: CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: HVAC PLAN 60 MPH EXP. Cl 10/17/19 Ai.E: 1/4"=1'-0" 1 2X4 TOP PLATE PER FLR PLAN 1/2' CLG. BOARD 1/2' DRYWALL SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL ® 32' O.C. MAX 0'-0. FIN. FLR. PRE-FAB TRUSS 2X4 WOOD STUDS 624. O.G. SLAB 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.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 241, O.C. TYP. INT. WALL (NON -BRIG. SCALE: 3/4' =1'-O' FISERL'sl SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON �6' O.S.B. SHEATHING 5/8' GYPSUM BI OR }' GDX PLYWOOD OR 1/2' HIGH SECURED PER STRENGTH GLG. FASTENER SCHEDULE BOARD BOND BEAM - SOL ID GROUT W/ (I)- *S (2) COURSE 2A D1 PRE-ENG TRUSS iJ SEE ENERGY CODE FORMS FORS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE 11 Oil 177 PER ELEVATION 2x FASCIA PER T P ELEVATIONS o.H. �R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS ®24' O.G. 1/2' THIGK, 2 COAT PORTLANDZ 8' CMU I 1 D. CEMENT PLASTER 1/2' GYP. Li B Y 1 — WOOD BASE 0'-0' FIN. FLR 5" DIA. SLEEVE, DO NOT CUT Eim®m fI 'II IPE THROUGH BOND BEAM NOT CUT BOND AM BARS SCALE: 3/4" = I'-0" FI5E'%GLA55 SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOE,1.1 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE -REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED pIRECTLY TO MASONRY 0'-0' FIN. FLR ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE: 3/4'=r-0' IS REaUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6757 CAULK AND REAL AS LNE I ✓I' PVC SLEEVE FOR GAS LNE cmu IF!' GYP. ILL. BD. IL'OOD SASE r2B-llll,GAS LINE THRU BLOCK D1 SCALE: 1/2'•I'-O' FIB LASS SHINGLES OVER 030 LT PAPER OR SYNTH IC PRODUCT, INSTALLED R SECTION R905.1.1 �' O.S.B. SHEATHING O ' GDX PLYWOOD SECURE PER FASTENERS :HE E MTL. DRIP EDGE 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 t0 MASONRY 0'-0" FIN. FLR,L 1' - 0" TYF'- o.N: 1/2' THICK, 2 COAT - PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL - TRACK BRACKETS FASTENED TO WOOD JAMB PER PRODUCT GALV STEEL APPROVAL Ii VERTICAL TRACK 11 MIN. MALIF. BY PE FASTENED TO TRACK BRACKETS ROOM lU PRODUCT APPROVAL REQ. CORNER BEAD a, CNN SEE STR)CTURAL FOR REINFORCEMENT 2xb P.T. UA ATTACHED TO FILL CELL AS PER PRODUCT APPROVAL REEL SEALANT i BACKER ROD WEATHER STRIP MOULDMG ALL AROUND (BY DOOR MANI.F.) OVERHEAD DOOR BY OTHERS 3 ) GARAGE DOOR JAMBS D1 J SCALE: 1 1/2'=1'-0'1 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAIl STIFFBACK At ALL UPRIGHTS — PER STRUCTURAL DETAILS — PRE-ENG IUD. TRUSS _PER ELEVATION CONT. 2x RAT RUN SECURED I STRUCTURAL DETAILS SEE ENERGY CODE FORMS F1 INSULATION R-VALUES ,i ELEVATION \\ \—rp/S' GYPSUM HIGH STRENG BOCLG. BOARD R-4.1 INSULATION WINDOW ATTAGHI` Ix2 P.Tii STRIPS 1/2' GYP. +` 7'5 A W WINDOW PENING FIBERGLASS SHINGLES OVER 030 FELT PA OR SYNTHETIC PRODU , INSTALLED PER CTION R905.1.1 ON �' SUB. SHEATHING �' CDX PLYWOOD ECURED PER -0^ FASTEN SCHEDULE T'T'F'- MTL. RIP EDGE o.N. 2 ASCIA PER EVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS TYP.\WALL SECTION NO OPEN,11i 1-STORY GABLE BLOCK WALL SCALE: 3/4' = I' -O' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR 551 S. APOLLO BLl SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 oiIIII W y U w 0 c3 W 4 F A i SUBDIV. 8c LOT: CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 MOI)ELill. 1756 "EASTHAT GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. C ARCHrrECT: STATE OF FLORIDA ublill,l OCT 17 2019 MICHAEL C. ANDERSON AR NO V305 PRINT 1917 DATE: 10 / / coo SCALE:l/4"=l'-0" SFIEET i1 SECURE 2xb MIN. TO ELK W/ (2)JVXB' A -BOLTS 4' EMBEDMENT MIN. W/ 211 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HpR. IN JOINTS PRIOR TO FILLI1�1Cs�,� I SECURE 2x4 ON FLAT TO ELK - - - W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) VX8' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'Xy6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS -- --- PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/lU)5'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'I WASHER .I AND NUT. I„ NOTES: - — . _ 1_ '1 ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT �JDV 8Cau-r: ins-V-®' 8' CMU Ye' DRYWALL 1'X4' OR I'X2' P.T. NAILER 1x4 P.T. OR 5/4'X4' MIN. ❑ SECURE THRU FRAME 4 EXTEND I - INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' 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 Ya') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 A SCALE: NI 2X4: SECURE TO BLOCK W/b' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6:® SECURE TO BLOCK W/2-3i(6 TAPCONS(MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 8' CMU 18' O.C. MAX SPACING. Jt�" DRYWALL YXB: ® ❑ 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-3(a' DOOR CASING TAPCONS (MIN_ SHANK SIZE .145 [DOOR MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" WINDOW B TO BLOCK +1-1 2" SCALE: N.tS. 2X4= SECURE TO BLOCK W/ 3i(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL -% TAPCON5 TAPCON MIN. I-44' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .300 8" CMU MIN. EMBEDMENT I Ya'J' DRYWALL WITHIN 8' OF EACH END 4 15' O.C_ MAX SPACING. 1'X4' OR I"X2' P.T. NAILER 2X8:® ❑ 3� SECURE TO BLOCK W/2-ib' I(�' OS$. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING 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.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB ,IAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15 16' _ C SCALE: N.TS. 2X4:® 3� SECURE TO BLOCK W/ WIb' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X V O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK WI NON-STRUCTURAL TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK - MIN. HEAD SIZE 300 MIN. EMBEDMENT I III 8' CMU WITHIN 8" OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. 2X8cm ❑ 1'X4' OR 1'X2' P.T. NAILER SECURE t0 BLOCK W/I DOOR CASING TAPCONS [DOOR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN_ EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. 15' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" WINDOW D SCALE: N.TS. TO BLOCK +2 1/4" 2X4cm SECURE TO BLOCK W/ 3(g' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya'J WITHIN 8 OF EACH END 4 NOTE: STRUCTURAL 2X 18 O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/2-:�b' NON -STRUCTURAL W(,' TAPCONS TAPCON MIN. 1-4- (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT 1 Y4') Ji' DRYWALL 71 WITHIN 8' OF EACH END 4 1'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2X8c SECURE TO BLOCK W/2-)(6' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER 18' O_G. MAX SPACINGS_ MANUFACTURES DETAILS. NUM: Sum AS NEYDED TO P4_1116 JAM (DO NOT EX=PV) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T E SCALE: N.T S. 2X4= SECURE t0 BLOCK W/ Wr.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1111 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:® SECURED THROUGH SECURE t0 BLOCK W/I NON-STRUCTURAL V TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4" .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 8' CMU 15" 18' O.G. MAX SPACING. DRYWALL 2X8:® ❑ l'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-�(g' ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE TRUCTURAL MEMBER rS 14.g /12)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4') DOOR CASING WITHIN 8" OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 441) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3' F' SCALE: N. r.S. 2X4= SECURE TO BLOCK LI TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT III NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6:® NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') -81, CMU " DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 1'X4' OR I'X2" P.T. NAILER 2X8c2m ❑ SECURE TO BLOCK W/1-1/4' Xb' OS.B. X 4' MIN. TAPCON5 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I 11111 1 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFA T C URES DETAILS. NUM: SWIM AS NEEpEp To PLUMB JI (Do NOT E)=E mp -) DOOR JAMB TO BLOCK +3-7/16' WINDOW TO BLOCK +3-7/16" G SCALE: N.T.S. 2X4:® SECURE TO BLOCK W/44' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT III WITHIN 8 OF EACH END < NOTE: STRUCTURAL 2X IS O.G. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE t0 BLOCK W/I-I/4 , NON-STRUCTURAL 3(b" TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CMU WITHIN 8' OF EACH END 4 A' DRYWALL 18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8cm SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. 11/�DOOR TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT III DOOR JAMB OR WINDOW WITHIN 8' OF EACH ENDJ TTACH t0 2X PER 18" O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4'J DOOR JAMB TO BLOCK +3 3/4" �uL WINDOW TO BLOCK +3 3/4" __ SCALE: N.TA PV4F 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 Im W W V W O F G w 41 F A SUBDIV. 8a LOT: CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. JC ARCHITECT: STATE OF FLORIDA OCT 17 W5 MICHAEL C. ANDERSON AR NO V305 PRINT 1917 DATE: 10 / / SCALE: 1/4"=1'-0" SHEET -1)2 NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH 6 9' OZ. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' O.G. MAX VERTICALLY THICK, 3 COAT CEMENT \ PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH STENED oT' (VERT.) OG. MAX AT SUPPORTS WIRE, LAYER "I, 'L�A WRAP EATHING IP SHEATHING NSTALLED PER Cb.) \ e TO }^ LATH SHALL NOT GAP MIN. BE CONTINUOUS 6' TO e' MIN. 6' TO B' MIN. THROUGH CONTROL --- JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM GI063 PLACED FLAT MAX. 6' TO 8' T.10.1.4 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE: \ TO NAILS OR STRUCTURAL STUD 1. FASTENERS FOR LATH BE STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITIOI�k \ TO WALL STUDS REQUIRED PER PLAN / O"M" TYPE CONTROL JOINT O1. FOLD INWARD • PT. A O1. FOLD INWARD . PT. A 2- CREASE • PT. 15 FOi 0 O I. FOLD INWARD • O 1. FOLD INWARD • Fr. A Pr. A ]. CREASE . PT. B 2. CREASE . PT. B 3. CREASE • Pr. C 3. CREASE • PT. C 4. FOLD PT. C OVER PT. 9 TILL PT. G TOUCHES 90170M FLANGE ® ®FOLD • ill, NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES FELT UNDERLAYMENT SHINGLE ROOFING—///. jo DRIP EDGE, OVERLAP 3', EXTEND 1/2, BELOW SHEATHING, MECHANICALLY FASTEN 4' OZ, MAX. FLANGE L WATER TIGHT SEAL. FOLD, QQ MQL CUT. THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) WRB LAYER 02, FORTIFIBER BUILDNG PAPER (FRAME ONLY) WRB LAYER h, STUCCO WRAP (FRAME: ONLY) LAP LAYERS OF pUILDING WRAP OVER NAILRJG FLANGE, STOP ua® A�zs I K' ABOVE SHINGLES !FRAME ONLY) .... FRAr1E OR CMU ExThielof orrsw�wl i aroFpn ' 5x5 WALL FLASHING KICK -OUT FLASHMG (SEE DETAIL) FASCIA WRAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) E 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE I" MIN. LAP m META': LATH / X X X XT� 1 —r 6" MIN PAPER LAP BELOW ONLY 11, / WRB LAYER 02, FORTIFIBER BUILDING PAPER SCALE: 1 1/2' -1'-0' KIC KO UT DETAIL WATER TIGHT SEAL (BEND OR SOLDER DO NOT OUT LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER M, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD STUD° NOTE. SHEATHING - SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUR SPECS.) BE SECURED TO BUILDING — FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.04T5-IN. (121-MM) STUCCO — WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063 •• F�f RE THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATHING OR 9/16' ZIP SHEATHING SYSTEM (INSTALLED PER M,ANUF. SPECS.) 6' MIN. LAP LAP 0 LATH LAP ® PAPER PAIR OF TEARS HORIZONTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUR SPEC. OR PEEL i STICK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) OR WOOD SHEATHING OR CMU WR5 LAYER #1, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ON1_Y) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5" "L" TYPE CONTINUOUS GsALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. 4'x4' SELF -ADHERING: MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4° APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE / I' OR LESS PIPE -- PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP M INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE 02 `'STEP FLASHING UFS LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 6'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE - %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR NFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION R703.7 Exterior lathing and plasterinMc Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. 3 Pf PE PENETR�TTf ®N DTTf CR>1"CE) N.T.S. DR)4INAGzE PLANE (WRB LA*rER #1, STUCCO WRAF) 1JR8 LArER #2 (FORT1FI5ER 5UILDING FA ER) 1„IETAL LATH STUCCO X X X X WOOD SHEATHING OR -1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEL1=-�D1-IESIVEL)4S+�IN� - - - - NOTE : 1 ITAL LATH: LATH TO 8E PER 5ECTIQ Ri03.T.1 / A57-1 C-a4l -09, 1`'IIN. 2.5 LE35. t0' PER 5Q. �I-ARD (UTILIT`- OR NOl IINAL LATH DOES NOT 1"IEET SPECIFICATIONS) 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325sild F W W W 0 0. U W C F A a SUBDIV. 8e LOT: CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 MO DEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON Ilil AR NO 17305 PRINT 10 17 19 DATE: / / SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP X I` I� 'X 11 II INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FRnNr iONITS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, ya' CAULKING to JOINT ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. rl, i X Installation of exterior lathing and framing Xshall comply with ASTM C 1063-12A. li HOODED VENT X X' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 42, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) (NSTALLED PER MANUF. 8PECSJ OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION `METAL LATH S' GMU VINYL CASING BEAD 6' RAISED BAND Ns' TO J4' MID -WALL Toel WEEP SCREED liil �- 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER _NT OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER ( FRAME TO BLOCK) ]LEGEND DRAINACzE PLANE (WRB LATER #I, STUCCO LURAP) WR5 LAYER 1*2 (FORTIF BER — — — — — BUILDINCz PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS. SELF-ADHESIVE FLASHING — — NOTE: METAL LATH: LATH TO BE PER SECTION R-I031.1 / ASTM C-047-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEG. METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT g TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' F_ — — — PIPE THROUGH WALL 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS. BUILDING PAPER / UNDER 'QUICK FLASH' / NOTE: �/ IF 21P SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. AIwr_/A IV Kt L1=1V>= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION WOOD CONSTRUCT ON 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. S WOOD SHEATHING PECS.) OR WRB LATER *1, STUCCO WRAP WRB LAYER "2, FORTIFIBER SUILDINCx PAPER i II. f. WEEP SCREED 6" SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM /11/_r„— AT CTI 11-1-II 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES $" THICK, 3 COAT C PLASTER EMENT Ya° TO Ya" MID -WALL w r ✓+— v .. O SCRATCH COAT LARGER THAN THE ELEG. METER CAN OR METER CAN COI" I50 OR METER CAN AND D ISGONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 41, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ST F 4*1 ST F '*3 O 0. O. O •O 1. O• .O 0 0. .O O. ,. ., .o o. O •O.O.p . O.O.O.0 T/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION ; ;`f —FINISH ® WOOD 1 FASTEN TO WOOD STRUCTURAL MEMBER o T' O.C. MAX 8' CMU Ye' TO J§' MID -WALL WEEP SCREED �F Fi' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED 71 FINISH ® MASONRY 78 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *I, STUCCO WRAP CUT 'X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED U1R5 LAYER MI APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP A \X STF WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER 5T f *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 57EP A OELECTRICAL RECEPTACLE ��FCOpy 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 F W r, w w ti 0. v w A F A 8LT8DIV. 8e I.OT: CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 MODEL• 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 FPRINT 7 DATE: / /19 SCAI 1/4"=1'-0" SKEET EXT. WOOD FRAMED WOOD SHEATHING WCOLUMN SHEATHING ALL I WRB LAYER 01, .,WEATHER RESISTIVE 1 T STUCCO WRAP SUB -FLOOR DECKING BARRIER "13' X 3' 26 GA. GALV. WE TA HER RESISTIVE WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS FINISH LAYER C2 LAYER METAL DRIP EDGE BARRIER "2 PEEL STICK) _ SET IN FULL BED OF �4' HAT CHANNEL �' THICK, 3 GOAT GEMENt WEATHER RESISTIVE �' ~� SEALANT, A' MIN. b SAP. W/s/s' TYPE 'X' DRYWALL PLASTER BARRIER 01 6 PEEL 4 SPACE FROM DRIP PEEL 4 ST \CK 6' SAF_ 6 TOP OF WEEP SCREED WEATHER RESISTIVE STICK T DRIP FACE TO TREX r X2'x3' 'L' FLASHING ��- TO SHEATHING BEHIND WEEP SCREED BARRIER 02 EDGE TO 1 ' THICK 3 COAT CEMENT DECK ! FULLY EMBEDDED 4' POSITIVE DRAIN V RIES I IN ROOF CEMENT WOOD SHEATHING �\ WEEP SCREED PLASTER IMETAL LATH Y4' GAP FOR BACKER METAL DRIB A. GALV. -' -' / ` 1 Y4' GAP FOR BACKER WRB LAYER "'1, �` \` \ WOOD SHEATHING I J2'XI 3/4' P.T. OR SIMULATED ROD < SEALANT SET IN FULL BED OF STUCCO WRAP SEALANT ' MIN. 4 SEALANT ANT . ROD E L WOOD (TREX) FILLER �' THICK 3 GOAT GEMENt \ CONTINUOUS VINYL CASING BEAD SPACE FROM DRIP j FACE TO TREX WEATHER RESISTIVE PLASTER I r ��` 6' SELF-APHEREING WATER PROOFING 1st WEATHER RESISTIVE VINYL CASING BEAD BARRIER *1 AM66-WFWC-780 CUSTOM CASING BEAD , , c f, FLASHING WRAPPEDEXTERIOR LAYER (2 LAYER PEEL < r BARRIER 01 ®TOP OF WEEP SCREED DRY WALL GRADE STICK) WRAPPED FROM X' BARRIER WEATHER RESISTIVE TO SHEATHING BELOW WEATHER RESISTIVE WATER PROOFING 1st f BALCONY DECK TO ,,,corra�xreRum J BARRIER "2 LAYER l2 LAYER PEEL EXTERIOR COLUMN ' -- WRB LAYER 01, is THICK, 3 COAT CEMENT CANTILEVER r 10Ru�TM rl -'o`d rew1� 4 STICK) -APAW -comp NamMILr COLUMN SHEATHING STUCCO WRAP 4' POSITIVE DRAIN PLASTER 6' PEEL 4 STICK a WEEP SCREED VINYL CORNER BEAD 1 DECK MEMBRANE, 6' SAP. DRIP EDGE TO DECK EXTEND OVER DRIP PEEL 4 STICK WRB LAYER 02, FORTIF15ER -__ VINYL CASING BEAD SUB FLOOR _ EDGE 1 NO GAP IN FIELD Xz x3' 'L' FLASHING BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® 3' X 3' 26 GA. GALV. SUB FLOOR FULLY EMBEDDED IN ---------- ----- i SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE C_ -- t' ROOF CEMENT -----------------------------------------A- =__ SET IN FULL BED OF % 6' SELF-ADHEREING 1 ! I ' X 3' 26 GA. GALV. WRB LAYER "1, \� FLASHING WRAPPED I )�'XI 3/4' P.T. OR SIMULATED 1 SEALANT, Xj' MIN. 1 METAL DRIP EDGE WOOD (TREX) FILLER, % SPACE FROM DRIP 1 Jae X1 P-T. OR SIMULATED OF STUCCO WRAP -v " wl�vt�t Ur CAN f IL1=vER CONTINUOUS SEALANT J�' BED FACE TO TREX 4' POSITIVE DRAIN c WOOD (TREX) FILLER, SPACE FROM DRIP VINYL CASING BEAD AMICO AM66-WFWG-78D �. ,� WEEP SCREED Y4' GAP FOR BACKER CONTINUOUS CUSTOM CASING BEAD _ ROD 4 SEALANT WATER PROOFING PEEL < Y4' GAP FOR SEALANT F' FACE TO TREX FINISH LAYER (2 LAYER VINYL CASING BEAD PEEL STICK) STICK) WRAPPED FROM OFT. BACKER ROD. WATER PROOFING ]at CANTILEVER DRIP MODIFIED90 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 NO GAP IN FIELD HAT CHANNEL (SHOWN FOR CLARIFICATION OF NOTE: 1 Q — �� CANTILEVER STICK) WRAPPED FROM VINYL CASING BEAD is THICK, 3 GOAT CEMENT 3/4 RESILIENT HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) PLASTER � CANTILEVER IF ZIP SHEATHING SYSTEM IS E D G E CASING BEAD INSTALLED, PLEASE SEE METAL LATH �' THICK 3 COAT CEMENT MANUFACTURERS 5/8' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER 1 O A DTL. C CANT. INSTALLATION PROCEDURES �j �j �T W/TEXTURED 4 PAINTED WEATHER RESISTIVE 5/8' TYPE 'X' DRYWALL METAL LATH 1 1i JL-1 �d Jl BARRIER "1 -GALE: 11/2'=I'-(D' FINISH W/TEXTURED 4 PAINTED WEATHER RESISTIVE WOOD SHEATHING BARRIER 42 FINISH P THICK, 3 GOAT CEMENT 4' POSITIVE DRAIN ' PLASTER �' THICK, 3 COAT GEMENt 4 POSITIVE DRAIN NOTE: DRA INACzE RL,4NE ( WRB VINYL CORNER BEAD WEEP SCREED PLASTER NO GAPE N W DED METAL LATH: LAT1-I TO 1='ER SECT ION LATER *1, STUCCO UJRA=) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION SEPARATE ACCESSORIES ONLY (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD R103.1.1 / ASTI"I C-841-09, MIN. 2.5 L55. URB LA1�ER *2 (FORTIF15ER - - - - - SEPARATE ACCESSORIES ONLY) PER SQ. %rAR1D (UTILIT*1' OR NOMINAL PUILpINC:s PAPER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION ® COLUMN LATI-I DOSS NOT M T SR GfFICATIONS) METAL LAT�4 x x x x (W/"L" FLASHING) SCALE: NTS NOTE: 0 WOOD CONSTRUCTION STUCCO WOOD SHEATHING NOTE: IF ZIP SHEATHING SYSTEM IS IF ZIP SHEATHING -YSTEI`l iS INSTALLED, PLEASE SEE INSTALLED, P EASE SEE MANUFACTURERS WEATHER RESISTIVE 2X FRAMING MEMBER U1RB LAYER {'1, MANUFACTURERS INSTALLATIONPROCEDURES BARRIER "I I.000D Si--IEATi-�INC STUCCO WRAP X' INSTALLATION PROCEDURES 3/4 RESILIENT WEATHER RESISTIVE OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WOOD SHEATHING CHANNEL BARRIER *2$ THICK, 3 COAT CEMENT SELF-ADHESIVE FLASNINC PLASTER " VINYL CASING BEAD WRB LAYER �'2 FORTIFIBER - BUILDING PAPER ' ! . r I' THICK, 3 COAT CEMENT'XI PLASTER L I/2 CORNER BEAD .,, i ;=ASTENED t0 SHEATHING _ -� I � x � I W LAYER *I, 5/8' TYPE 'X' DRYWALL METAL LATH RB E W/TEXTURED 4 PAINTED METAL LATH - ' STUCCO WRAP WOOD SHEATHING x--x : x FINISH OR IW ZIP SNEATHWN SYSTEM (V i (INSTALLED PER MANLP. SPECS) . �' THICK, 3 COAT CEMENT l2) 2x12 HEADER THICK, 3 GOAT CEMENT x WRB LATER *2, FORT[F1BER PLASTER ' G � PLASTER BUILDING PAPER ' " -WRB LATER *1, 6 " METAL LATH SELF -ADHERING 4' POSITIVE DRAIN x STUCCO WRAP FLASHING VINYL CORNER BEAD WEEP SCREED I — WOOD SHEATHINC3 '� (E1- _J x—xPLODED e" THICK, 3 COAT CEMENT 1 VIEW FOR PLASTER VINYL CASING BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) E METAL LATH DRIP GAP I'I i CLARITY) t y' x ni 11 D DRIP EDGE WRB LATER *2, FORTf1=f15ER INSTALLATION BUILDING PAPER WINDOW FLANGE NOTE: WRB L IYER 01, IF ZIP SHEATHING SYSTEM YS WOOD CON-TRUGITON A CORNER BEAD k FRAME STUCC WRAP ' INSTALLED, PLEAS SEE , 11 MANUFACTURERS WEATHER RESISTIVE 2 I/2 INSTALLATION PROCEDURES BARKER 01 CORNER BEAD WRB LAYER "2, FORTIFIBER ' �� WEATHER RESISTIVE I (FASTENER 4 SPACING ® 1" O.G.) BUILDING PAPER f X �1 BARRIER 02 = METAL LATH VINYL CASING BEAD � ' 1 I i'PLASTER THICK, 3 COAT CEMENT 'THICK, 3 GOAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER ' ' J 6 SELF -ADHERING W/TEXTURED 4 PAINTED Wp�n gµ�p�µ N FINISH , aR T/Tb' ZI'F'"SHEATHI� SYSTEM i' THICK, 3 GOAT GEMENtd�I�aN. SP9=cs) GMU FLASHING PLASTER POSITIVE DRAIN 5/a" THICK, 3 GOAT CEMENT VINYL CORP. 4' _ — VINYL CORNER BEAD PLASTER APPLIED DRIP GAP WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE �/� VINYL CASING BED ANO GAP IN FIELD /$s' (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) /� C O .1 '►DD , N E R BEAD k B L O C �K CASING BEAD @) WINDOW @DRIP EDGE INSTALLATION `j 1 5 B ( FRAME, NO BAND( 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 KEN W w v W 0 F, U W 0 F A i ti SUBDIV. 8c LOT: CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 MODEL: 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. C ARCHITECT: OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 0- PRINT 0 17 19 DATE: 1/ / SCALE: 1/4"=1'-0" SHEET ' 2x� SUB -BAND `� W/1 "x4" NOTCH a END, WRAPPED IN PEEL STICK METAL FASCIA WRAP I, DRIP EDGE !>•` -1/5" TEXTURED I FINISH is WOOD f �� 2x6 Sue BAND /= 1/2" TEXTURED n FINISH e cMU METAL FASCIA \� WRAP Y8" FROM �` © FL AN STUCCO, 11, FROM WOOD WALL 1� \\ EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X�o 1, SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) 11/8" TEXTURED FINISH / WOOD, 1/2" TEXTURED FINISH -a CMU 2x6 SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH ® CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE,, IF ZIP SHEATHING PLEASE SEE MA PRE-ENG'D TRUSS TO BE CUT 9 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/1Y"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL OP WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya." ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT si 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. 4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY 551 S. APOLLO BLVD., SUITE 202 MELBOURNE. FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 w x U W 0 F w 4 a SvsDIP. 8c LOT: CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA OCT 17 24 MICHAEL d.-AN115 SON AR NO 17305 ]DATE: 17/ ` 10 19 ]DATE: SCALE: 1/4"=1'-0" 1 SKEET WA6 14'-0" 9'-4" 8,_01, a — _j—Fi-24X24 Pn nn FM-12x12 3 — FM-12X18 n i �I — u I s 1 T.1 1 1 _ - o co N w Iw NI x 4" GONG. n- ¢ - aa.. I LL SLAB -j 0 o L � a co — - N I - u- 6,_2" 1'-6" r I - 1 ` I II. T 1 EXTEND FM-12X18 1.1 SLAB 1 1/2" 0101, TOP OF iv •I SLAB N I CJ Ico N q I 75 N v n�LL1 I 9 ao io I I �' 1 T-6" 21'-10" { co o X 7 4" PVC T O ' CHASE 12'-8" i i 2'-8" 3'-4" 20'-8„ TE-1 �-51/2 EXTEND I n 4" CONC. I i '� N I - 1 SLAB 1 1/2" SLAB EXTEND e I y 1.1 I o SLAB 1 1/2" L FM-1 Lo N I.1 `1 0 �I._ �1� I, 5 2,_6„ co TOP OF b 1.1 I SLAB n 1'-8' 3'-4" 1'4' LL 4„ GONG ( o w SLAB 3' 6" a- Ir Lo a0 I -j -3 1/2 I X' x FM 12x12 Ir J I _ — — — — I" ILL N �I Lij N I d N O 1 I. 2 J 1.1 � � LLI u I I 2 J 1 - `o FM-12X18 ih FMC.12X18 FMC-12X18 I FM-12X18 _ r 0 1�1 I 4 1.1 2'-0" 16'-0" 20'-0" 4 0" T-0„ 2' 0" 3'-8" 6'-0 6'-8, 13,,4„ ol 40'-0' FOUNDATION PLAN SCALE: 1/4 = V-0" T-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS: 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATED #5 BAR, EIINDICATES #6 BAR,■INDICATES #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 900 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 16. STRUCTURAL DESIGN IS 1N 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.0 I.530-13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3600 PSI), UNITS LAID IN RUNNING BOND. ' 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER a OF SLAB SUPPORTED T-0" 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 SLw-AB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4OVER 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 181, (2) #5's (+)0' 0" FM-12x12 12" CONTINUOUS 12" (2) #5's (+)0"-0" TE-1 8" SEE PLAN 8" (1) #5's (-)0'-0" FMC-12x18 12" CONTINUOUS 18" - (2) #5's - VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's (_)0^-0" Ff-24x24 24" 24" 12" (2) #5's (2) #5's (_)0^-4" SECUAPRE STRAP TO GONG. W/ (2)-3/16'X2' TAP -CONS A/C 5II"11=50N WB UNIT ROLL STRAP OR EQUAL EACH CORNER 11 OF UNIT SECURE STRAP TO UNITS W/ (2) "8x1 1/4 SHT MTL, SCREWS A/C CONNECTION TO PAD DETAIL CONC: SLAB 551 S. APOLLO BLVD., SUITE 202- MELBOURNE, FLORIDA329( PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 mum XT7". 86 I LO LOT: T: CREEKSIDE T #5 PROJECT# 04321.200 0 ODEL1756 "EASTHAMC'.RAGE SWING: LEFT :AGE: FOUNDATION PLAN 1160 MPH EXP. C ARCHITECT. STATE OF FLORIDA `1 r OCT 1j2019r- ICHAEL C. ANDERSON AR NO 17305 Or"PRTNT I® : /1 / SCALE: 1/4 EETSl z I STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o } i SPACING REQUIREMENTS cr 03 U f J J1 w cp Z I 8" CMU WALL O co { c) +-0, 7 TOP OF SL. F/F SEE SLAB SCHEDULE EXT. PORCH SLAB I 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • • APPLICABLE) Z SEE SCHEDULE FOR WxD, BAR SIZE i\i AND BAR QUANTITY I .- BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" I2 ,EXTERIOR MONO -FOOTING / SCALE:3/4 0 co BOLLARD LAP P PLATE A MIN. OF48 AND N L W/ 16d COMMON NAILS, 2- OWS, 4" O/C BTM. LAP TO OC ROVER STUD 2x4 OR 2x6 \PLAT WALL W/ SYE PLANS FOR BTM. PLATE PROVIDE D - 2" CAPPED GALVANIZED PIPE W/FLANGE @ BASE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" TAPCONS SCALE: 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SEC E BT. P E TO S Od SONRY NAIL iA1 C GERED. flDD L METAL 'O TORS NOT RED WHEN NO FT IS PRESENT. l SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE D BAR QUANTITY I 9 INTE OR FOUNDATION OD WALL SCALE 3/4"=V-0" (NO LIFT) Z a n_ ¢W M U co J v a- ir U) 0 co (o z EXT. PORCH SLAB!/ W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) Z_ _ I N I I STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �L w I I 8" 8MU WALL +- U-0„ TOP OF SLAB x VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1 STORY) 6" CHAMFER (2-STORY) • " • SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO -FOOTING GARAGE SCALE: 3/4"=V-0" W J 0a w c 0- J a Q 2 � � Q =m F ao 0 v w °C J Q O M NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED 8", LINO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND PREPARATION OF T 4 K HOLE. 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) ADDING BAR TO MONOLITHIC FOUNDATION SCALE: 3/4"=V-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z Qa Ir Q Lu II m 00 _O 7 J p 8" CMU WALL o �z l SEE SLAB SCHEDULE Z z "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH • --- — FOUNDATION AND SLAB SEE SCHEDULE • • FOR WxD; BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- .�,FOOTING AND COL. PAD V SCALE: 3/4"=V-0" 30" MIN. EACH WAY FOOTING FF— F r "fM CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30 LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS .,IIMATCH AMOUNT OF CONTINUOUS BARS LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO MONOLITHIC FOUNDATION CORNER BARS DETAIL , LAP TOP PLATE A MIN. OF 48" ND NAIL W/ 16d COMMON ILS, 2-ROWS, 4" O/C BTM. LA O OCCUR OVER STUD 2x4 OR2x OOD BEARING - WALL W/ SY No 2STUDS SE LANS FOR SPACING. SINGLE M. PLATE TO BE PT. PROVIDE L. TOP PLATE USPSPTH4ORCDT H6BTM AND TOP PLATE ANCHORS W/ 1 Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 1Odx3" + 0' 0" TOP OF SLAB' I 3/4"=V-0" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKIP %EIT. P TE TO SLAB W/ JE96E ANCHOR W/ 2" ii3ogET IN HIGH STRENGTH -1/2 EMBED. MIN. @ 16" OC E SLAB SCHEDULE EQ. '' EO. SEE S EDULE FOR WxD, SIZE AND BAR QUA ITY TERIOR CURB FOUNDATION WOOD SCALE:3/4"=V-0" (W/ UPLI RECESS AROUND GARAGE DOOR OPENING SCALE:3/4"=V-0" LAP TOP PLATE A MIN. OF 48" — AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. n '— VERIFY HEIGHT LAP TO OCCUR OVER STUD ALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE SECUREST. PLATE TO 1•10•i9611F_i:1 SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO \_ V�uw�) UPLIFT IS PRESENT. SEE SLAB SCHEDULE Q 9 EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL z _ STEEL REINFORCING, IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q W 00 O � J U) - Z - 8" CMU WALL O co ' ~ ° TOP OF SLAB A+_00" LA SEE SLAB SCHEDULE Z EXT. PORCH SLAB 4" CHAMFER (1 STORY) W/ 112" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • APPLICABLE) Z MATCH STEEL 6" PVC CHASE REINFORCEMENT N PER SCHEDULE THRU FOOTINGjL o CO U SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE SIHRU FOOTING SCALE: 3/4"=f'-0" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 1 42" 3/4"=V-0" (NO UPLIFT) :HASE THRU FOOTING iTEEL REINFORCEMENT PER SCHEDULE FOR NRY SET EV: 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321- .02-3591 www.abdesigngroup.com AA #: 0003325 ti W h w V W "o h y0. U W A fl k I ` LTIB X` g 8e T: CREEKSIDE LOT #57 ROJECT# 04321.200 057R1 MODEL: 1756 "EASTHAT GARAGE SWING: s LEFT F3PPAGE:ILS 160 MPH EXP. Cu. ARCHn, STATE "OF F@� r OCT 1 - j- a MICHAEL C. ANDERSON AR NO 17305 4�� ,: T DATE: 10/17/19 00*4 SCALE:1/4"=1'-0" SHEET 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 zas...,;, ` ^C y Ka , 1 k K, �9 rj U � F A t, s. Y k" (31UUBDIV-' 4�iCREESIDE .3 LOT #57 " T ROJECT 04321.200/057R1 MODEL 1756 "EASTHAM" GARAG-E SWIN67 LEFT I DETAILS I i ... MPH EXP. C ARCHITECT: STATE OF FLORIDA r* = IC AEL C. ANDERSON AR NO 17305 s11NT .ATE: 10/17/19 y SCALE: 1/4"=1'-0" SHEET sI.I B' 9 r` Lo (V n 6'-0„ M " 2'_0" o M cp Lo V CV N Lo op T 1.i n 1 -8„ 18'-4" DOWEL PLAN SCALE: 1/4 = 1'-0" I A O m O (V N N O M 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 329 PH: 321-802-3591 www.abdesigngrou p.com AA #: 0003325 SUBDIV, & X T: CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 MODEL 1'756 "EASTHAM" ,15,AGE SWING: LEFT PAGE: DOWEL PLAN k160 MPH EXP. C H—E_OTR ®�� w PRINT 10/17/19 SCALE: 1/4"=1'-0" SHEET SI.2 � �I TIE VERTICAL REBAR TO HORIZATIONAL CE' REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VAR PER ELEV. I TO HORIZONTAL REBAR W/ 10" HOOK ? I GROUTED BOND BEAM NNN VARIES PER ELEV. I J/ I A/ jl r o Q #5BARS m m I, k � 00 rr k - 10" HOOK - Ce) JA 8 kk w LL a � y . J I m Q a a a oz a n CLEAN OUT REQUIRED O @J 1 0 } FOR INSPECTION m L T-j 1 1 L < FE m o u co m o �I o 00 x m I 0'-0" FIN. FLR. 0 t TIE IERTICAL REBAR L co # � TO HORIZONTAL REBAR W/ 10" HOOKI TI 77 1 MASONRY SYMBOLS iJ 3 SCALE 3/4"=1'-0" SCALE. 3,4 =1 -0 k; rj pha Ip II I t N It: r Y �z �t 4 i V. moo k4 Ili 5'! G I 1'y <1 tpv Lj I: I i, t o„ 7F/I a._ CMU UNIT DIMENSIONS ARE NOMINAL SIZES 1 OF ET METHOD CONTINUOUS METHOD HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL REINFORCING REINFORCING q I SCALE 3/4„_l'-O" 2 BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36" #7 42" BAR SIZE 48 BAR DIA. #3 18" #4 24" #5 30" #6 36". #7 42" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 �1 CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 ODEL: 1756 "EASTHAM" H C RAGE SWING: LEFT PAGE: DETAILS Y 4a 10PH EXP ; sa - ARCHITECT. - STATE OF FLORIDA 1CT 17 0195 l . - HICHAtL G A beRSON AR NO 17,105 p1,3q42r'.k DATE: 10/17/19 SCALE: 1 /4"=1' - 0" SHEET �I. 2 A. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 FINALTRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM Y-O' , FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE' ONZZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM/ B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ' ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT; T.O. = THROUGHOUT MARK DESCRIPTION f'c (Psi) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 - (1) #5 - N/A I - GROUTED SOL D "CAST-CRETE" SAFE OAD TABLES' SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1 1 SAFE LATERAL L 8" PRECAST & PRESTR ADS SSED FOR' . U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Mn• SAFE LOAD -POUNDS PER LINEAR FOOT Cwm SAFE LOAD PLF 1�� �r''_ SAFE LOAD -POUNDS PER LINEAR FOOT ` TYPE LENGTH SUS 8F8-DB BF12-OB. 8F16.0B BF20-OB 8F24-0B 8F28-OB 8F32-015 TYPE LENGTH 8U8 BFB :RCMU . TYPE: LENGTH 8F8-1T 8F12.1T MOAT 8F20-1T BF24.1T 8F2&1T BF32-1T 8F8-1B BF12-1B 8F16-1B 8F20-1B BF24-7B BF28-18 8F32-1B 8F8-27 BF12-2T 8F16-2T 8F20-2T 8F24.2T 8F28-2T BF32-2T T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 Y-6" (42") PRECAST 1025 1024 1598 T-6" (42) PAST 1569 2655 3524 4394 5263 6132 70D1 3089 4805 6113- 7547 8974 10394 71809 '. 1569 2655 3524 4394 5263 6132 7001 - 4'-0" {48" PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 765 763 1309 4'-0" (48") PRECAST 1363 2305 3060 3815 4570 5325 6D79 2693 4605 6113 7547 8974 1D394 11809 1363 2305 3060 3815 4570 5325 6079 4' 6" (54") PRECAST 1599 1969 2110 2931 3753 4576 moo 6224 4'-6" (54") PRECAST - 592 591 1073 4'-6" (54") PRECAST 1207 2D40 2707 3375 4043 4711 5379 2189 4375 6113 1547 0l 8672 10294 11809 1207 2040 1 2707 3375 4043 4711 5379 5'4" (64") PRECAST 1217 1349 1438 1999 2580 3123 3686 4249 5'-4" (64") PRECAST 411 411 745 5'4" (64") PRECAST 1D78 171@11) 2276)4) 2838. 3399 3961 4522 1683 3090 5365 754T)zs) 7342)ie) 8733p� 1D127pg) 1076 1715 2276 2838 3399 3961 4522 5'-10" 70" PRECAST ( ) 1062 1173 1631 2.549 30090e) 3470)zo) 5'-10" 70" PRECAST ( ) i.. 340 339 616 F-10" (70") PRECAST 909 1567(1s) 208413 2593 is 3107.)s) 3620 /4 4133 (3) 1105 1O68gs) 9) 929 1567 2080 2693 3107' 3620 4133 9-6i' (78") PRECAST 908 1230 21 T7 3480 3031 3707 4383 5081 6'-6" (78") PRECAST ! 507 721 490 6'-6" (78") PRECAST 835(" 14D7sm 1864z1) 2329,e 279ats) 325111 3712(12) 1238 2177 3480 5381 8360 1039437) -8825114) 835 1407 1868 2329 2790 3251 3712 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 T-6" (90") PRECAST 424 534 363 T-6" (90") PRECAST 727 3 106 a 1624�31 20252e 242628 28272s 3228)z4) 1011 1729 2661. 3B98 5681 8467144) 6472)1s> 727 1 1224 1 1624 2025 2426 1 2827 3228 9'-4- (112") PRECAST 55q 899 1160 1625 2564 3486 2818 3302 9-4- (112') PRECAST 326 512 230 9'-4" (112") PRECAST - 591 728 zs 1136 s1 1474 34 1815 34 2157 34 2500 w 752 1245 1843 2584 3486 4705ry7) 6390)471 591 862 1318 1843 1969 2294 2819 10' 6" (126") PRECAST q75 535 B90 1247 2093 2777 2163 2536 10'-B" (126") PRECAST 264 1 401 780 10'-6" (126") PRECAST 530 575, 916(33) 1188(33) 1461(33) 1T36)33) 2D11)s3) ' 843 1052 1533 2093 2781 3843rys) 4754j4s1 530 695 1160(e) 7472(4) 1763 UI 2055 2346 11'-4" (136") PRECAST 362 582 945 1366 1 1846 1 2423 3127 4006 ITT" (136") PRECAST 260 452 154 1V-4" (136") PRECAST 474 504 w) 800)3z. 1037 1274 15131 1753 582 945 1366 1846 2423 3127 4006 494 607 1042410) 1372ry1> 1843. R) 1915161 2187 )s) 12'-0" (144") PRECAST 337 "w 873 1254 1684 2193 2805 3557 12'-0" (144') PRECAST 244 402 137 12'-0" (144") PRECAST 470 (e) 458(m) 724 (31) 938 (32) 1153)32) 1369)3z) 1585)3z) s1D 873 1254 1684 2193 2805 3552 470 550 1 940oo 1302)ts 156003) 181Nn) 207519 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 13' 4" (160") PRECAST ! 217" 1 324 11D 13' 4" (160") PRECAST 41811s) 3861z2J 607139) 7851so) 9641soJ 1143p1) 1323p31) 471 755 1075 - 1428 7839 2316 1 2803 428 460 780. (9) 1158 z1 1418(za) 165319> 1887(17) 14'-0" (168") PRECAST 279 424 706 1002 1328 1697 2127 2630 14'-0" (168") PRECAST 205 293 100 14'-0" (168") PRECAST 3841 358,1) 560" 724lsa) 889)sa) 1054130 12203o 442 706 7002 : 7326 1697 2127 2630 410 425 717 )a) 1083 z1 1356)z3 1582 1807 xp 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 14'8" (176") PRESTRESSED N.R. 264 91 14'8" (176") PRESTRESSED 231 334 (21) 520 P) 672 )29) 825 )ze) 978(2a) 1131 po) 458 763 1370 1902 2245 2517 2712 246 395 663 9 960 )2o) 1303 zs 1518(m 1734 ) 15' 4" (164"} PRESTRESSED N.R. NR NR NR NR NR NR NR 15'!l" (184") PRESTRESSED N.R.59 . 83 15'4" (184") PRESTRESSED 224 313 )zo 486 in, 62712s) 769 )2sj 911 ¢e) 1054)za) 412 710 1250 1733 2058 2320 2513 230 388 1 616 a 908 (m)l 1240Qe) 1460pxi) 1688as> 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 1T-4" (2D8") PRESTRESSED N.R. 194 64 :1T-4" (208") PRESTRESSED 187 263 1P 405 )zs) 521 z7 638(,) 756 873 z7 300 546 950 7326 1609 1849 2D47 192 306 506 )e) 740 1aj 1005)z,j 1271131) 1473)st 19' 4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4" (232") PRESTRESSED N.R. 148 52 19'-4" (232") PRESTRESSED 162 229(1,) 348ss) 447(23) 547 m; 647 as) 747 (25) 235 420 750 1037 1282 1615 1716 166 263 429 (s) 623 (1s) 841(,) 1059saq 1227, 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 21'-4" (256") PRESTRESSED N.R. 125 42 21'4" (256') PRESTRESSED 142 204 )1s) 307123 393 23 480.)231 568 s') 655 ze i6D 340 598. 845 1114 1359 1468 142 232 373,) 537 )m 727 zs 805 zy. 1048 a 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR. 22-0(264") PRESTRESSED .R. N.R.16 40 22'-0" (264 - ") PRESTRESSED 137 1971,5) 295.)a, 379 t23) 462 )23, 546 czs) 630 is 165 315 550 784 1047 1285 1399 137 223 358 171 573 , 688 z4 863 jze 909 24'-0" (288') PRESTRESSED N.R. NR NR NR NR NR NR NR 24'-0" (288") PRESTRESSED N.R. 91 33 24'-0" (288") PRESTRESSED 124 179 p4) 267 (-) 342 (20 416 )zt> 492 1zt7 56712za 129 250 450 654 8B4 1092 1222 724 202 :379 f0 455 �1s) 606 )za) 7571n) 876 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F E C P CORPORATION-CASTE-CRETE 1 r rrr arrrr �, rr rrrr rra� a 2.1 8F16- 1T/OM/OB ................ 8F16-1T/OM/0B A 8F16-1T/OM/OB 1 � ♦ 1 1 1 ♦ 2 � �♦♦ 2.1 � � 1 1 1 ♦ � c �1 1 ♦ ♦ �I ♦` GT 1 ♦♦♦♦ �, 8F24-1T/0M/0B I ♦ I 1 ♦ ♦ 1 ♦♦♦♦ `ED , � ♦ j 4 0l ~1 t o ♦ I Ir ♦♦ �� U- 001 ♦♦ ILL LL �� Y 1 1 1 1 1 1 1 LINO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'-8", LINO. 1 1 1 1 1 I 1 1 � 1 1 to I ♦♦ '�I I r ® ♦ (D LL 1� ILL ' 00 00 1 1 I 1 % 1 1 1♦ % 1 ♦ 8R F22- % 1 - J ♦♦ 1T/OM/OB ♦ 1 1 1 %♦ 1 %♦ �♦ 1 1 f ♦♦ 8F12- J 1 1 T/OM/OB 1 1 � i%♦ 1 i ♦ 1 GT GT I 1 ♦ -, 1 ♦ 21i p� 1 ,I ♦♦ I ♦♦ Oe 0 8F16- ��\ ## ♦♦ i ♦♦ I 1T/OMlOB , i8F28.1T/0M/0B X 1 ♦K r r r r r r r r �' 1 rrrr rrrrrrrrrrrrrrrrrr rr rr ,i LIFT BEAM PLAN SCALE: 1/4" = 1'-0" /t `r®A)0 551 S. APOLLO BLVD., SUITE 202 I MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com ( AA #: 0003325 E .. .1 r, q Eq 0 E 0. U w 4 F A F F, i 4 01�z., ' z CREEKSIDE LOT #57 �ROJECT# 04321.200 057R1 LIODEL: 1756 ,� ."EASTHAM" f�a ..A, .AGE SW]ING: LEFT ,: LIFT BEAM PLAN AND NOTES 00 MPH EXP. C 00 ARCHITECT- STATE OF FLORIDA OCl '0 `2919 MICH�E_ C. ANDERSON i NO 17305 Pp'InTT / / 10 17 19 SCALE: 1 /4"=17 - O" SKEET S 2 1 DIVISION }ACCEPTANCE #: 16 0126 03 I I #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK I 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BE D) 5. SCALE: 3/4"=V-0" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM pg AT LOWER TION J _ ,,C � BENT � SHOWN f 15 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD AC HOOK CORNER BARS 3 AT CORNER STEP PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. TREINF, BAR CONTINUES THROUGH LINTEL. 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL. iV SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=V-0" NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �Io 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL V\l REINFORCING (L2) 4ETHE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND � G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST � WITH A BAR IN EACH COURSE. TWO COURSES ARE BOND BEAMS W T #5 C COU S �Qp\� 5- SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 0 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. " A \�. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. t� O S Q BEAM W/ (1) 5 BAR •\Q�� $ e EACH COURSE 8x8 BOND BEAM TOP OF F =FILLED W/ GROUT • Q�� W/ (1) #5 BAR BOND BEAM (k\� U = UNFILLED GROUT SOLID FROM TC y1\Q NOMINAL �OF LINTEL TO TOP OF BOND / WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE BOND BEAM ;01 TYP. 8"xl6" BOND BEAM TOP OF BOND BEAM SEE NOTE 5 ` \� �Q _ �/ n n/O R 8x8 PRE -CAST CONCRETE NOMINAL--� ' V' ✓ LENGTH OLINTEL W1 F BARB WIDAR TH OF MASONRY �P HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION BOND BEAM COURSE OR n IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=V-0" THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER AND XFXX - 1T/OM/OBINDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) WIND( PRE -CAST WINDOW SILL TYPICAL MASONRY WINDOW SILL CONSTRUCTION - SCALE: 11/2"=V-0" ml ��-I&I SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM PROVIDE P STEEL REINF. OF AT EACH SID BOND. BEAM OF ELEVATION CHANGE CHANGE IN ELEVATION OF BOND BEAM 2x4 (MIN 2 X 3) 1-3/16 PCON OR DRIVE PIN (MIN S K SIZE.145 MIN HEAD SIZE . MIN EMBEDMENT 1 1/4") 8" FR EACH END AND 18" O.G. MAX. 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAP OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBED 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END D SECURETO SHEATHING W/ 18" O.C. MAX- MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING CMU WALL ARCHWAY FRAMING DETAIL 5 SCALE: 3/4"=1'-0" 551 S. APOLLO BLVD., SUITE 202 IELBOURNE, FLORIDA 32901 PH: 321-802-3591 www. a bd esigngroup.com AA #: 0003325 Ei CREEKSIDE LOT #57 PROJECT* 04321.200 057R1 ;1 MODEL: 1'756 "EASTHAM" G a. AC7E SWING: m LEFT PAGE: DETAILS 60 MPH EXP. CA'! ARCHITECT STATE OF FLOR �;j I �, f liffif I H,A6's n C. ANDEFWN "A s, i4C 17305 'ol PRINT DATE:: /17 10 19 / SCALE: 1/4"=1'—O" SHEET FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL ANDROOFSHEATHING 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36; .17711 e x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0 FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSiBLE FvR ALL) HUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CONNECTOR SCI ICDULE II CONTROL DATE:01,05-17 ` MiTek USP SIMPSON MUek USP SIMPSON DES UPUH GRAVITY DES. UPLIFT GRAVITY FASTENER FASI ENLR Ill A 16-18 1625 MLIA16 1450 (9) 10d X 11/21:PLY, 17) lad 2-PLY, EMBED 4" (8)Too x 11/2`1-PLY,(5)lad 2-PLY, EMBED 4" (2)11TA 16-18 2430 (2)METAd6 MBE04" EMBEU4" 1900 I10116tl2 VLY,EMBED 4 (14)16d2 VLY,EMBtD4 HIA.16 187D HEIA16 1810 110110d X 11/2", (9) 16d2-PLY LMBLD4" (9)IDd x 11/2"1-PLV(8)16d 2-PLY,LMBLD4" H1A 20 1870 HHAIO 1810 (10) 10d x 11/2',(8)lbd2-PLY,LMBLU4" (9) 10d 11/2" 1. PLY, DHI6d-22 PLY,LMBLU4" } 5 12)IIIA-20 243D (2)1IL1 A-20 2035 (12) loot x 1l/2%I-PLY,. CMBCD4" (ld)10d x 11/2" 1-PLY,CMBED4' 2500 110)i6d 2-PLY, EMBED4 - 12) 16d2PLV, EMBLDT' Z LUGT-2 2260 LGT-2 2150 BLK(5)1/4"x3°Wedge Bo[+Anchors, WOOD (16) 10d (7) 1/4 x2'1/4"111 EN WOOD(lB)led DHIA-20 2430 UEIAL-20 2480 (16) 10dx 11/2, 1 PLY A LI L R NAT L USE OF(21111 A 20 ACCEPT ABLE (181. Too 11/2, 1 PLY ALI LRNAIL USLOF(2)IIL1A-20ACCLPl AULL MUGI15+ 4175 MGI+ 3965 (1)S/8 A.I.R.IN HIGH SI BENGT II EPDXY IMIN.12 EMBED).(2211DI10 WOOD) (1)5/8"AAR. IN HIGH SI RLNGII I EPDXY (MIN -12" LMBLDL(22)10d1OW00D IIUGL2+ 9790 IIGI-2+ 1Wgo WOOD (81'10d, MASONRY(213/4 ATR (2)3/4"AT.R. IN IIIGII STRENGTH EPDXY (MIN. 2"CMBCDL(16)lOd TOWOOD IIUGT3+ 9860 IIGI-3+ iD53D WOOD (9).lOd, MASONRY(213/4 A1.R (2)3/4"ATA. IN H IG H Si BENGT H E PDXY(MIN. IV EMBED), 116110d 10 WOOD WGT-3 3525 LGT3-S=5 3285 COW (III 3/8"XS"Wedge-Bolt+ AnChors, WOOD(12)WSI5 (12)SUS 1/4"x3"10 GIRDER, (4) 3/8"X51I1 ENHD10 WALL LP1A 1510 PAHALLELTO WALL 1470 P E R P E NDI CUtAR TO WALL LIA2 121D PARALLEL IO WALL 1210 PLRPLNUICUUlR 10 WALL (10)10d X 11/2" (10)10d x 1-1/2" MUG115 4175 V61 4940 (1)5/8"A.T.R I N II I GI I SI BENGT I I EPDXY DO IN. 12' LM BLDI.(4) 10d I OP/(6) Tod FACL](1211Ud BACK OF T RUSS I)S/8"A.1.R. IN HIGH SI RLNGIH EPDXY (MIN. 12" LMBLO),(16)SDS1/4'x3". HUG[ 7185 (2)VGT 7185 (2)5/8"A.T.R IN IIIGI I STRCNGTI I C PDXY(MIN. IT CM BED), (8) 10d (2)5/8"AT.R. IN IIIGII STRCNGTII EPDXY (MIN. 12" EMBED),(32)SDSl/4'x3 M1W12 11.91, MIS-12 low (14) lad x 1112, L4) 10d (14)10d X 11/2 IIm 16 1260 1ITS-16 1150 (16) 10d X 11/2,(16) 10d (16)10d X 11/2 HIW20 1530 HIS-20 14% (24) 10d X 11/2',.(20) 10d (24)10d%1 l/2 HIW24 1530 HIS-24 1450 (24)BOB X 11/2",(20)10d (24)10d x 11/2" EST 12- 930 C51A 12— 925 (10)Im (10110d - LSTAIB.µ 1235 LSTAI8+F 1235 (14)30d (14)10d - MSTA-18 ++ 1310 MSTA-18++ 1315 (14)10d (14)lad MSTA-24 ++ 1640 IMS1 A-24++- 1640. 118)1w (181 Lod N MSIA-10++ 2065 MSIA-30++ 2050 (22)JDJ (22)10d Q MST A-3G++ 2065 MSIA-36++ BOW (26)lild 1Z611OE of H K91236 3890 MS11L26 38DD (36)10d X 11/2"' (36)10d X 1112' KT51248' 5140 MST[48 5065 (0)30d X 11/2" (48)Tod %11/2" LET Ab 1210. ': H6 950 116)adx 11/2%(16)8d) (8) ad 10 PUll LS,(8) 8d 10$1 LOS - SPIT 24 1030 - SP4 885 (6) 10d TO STUDS (6) iDd TO PLATE (6)30d x11/2"10 STUBS NI P34 5251N F1 [1 t60S,' A34 S151N F1@ 160% 1418tlx11/2 TO.BEAM, (4)Sdx 11/2"TO POST. 1: EHadx 11/2 TO SCAM, (4) ad. 1/2 TO POST IIICP2' 800 IICP2 645 (10110dx11/2".1OIRU8,(SO)lOdxll/2"IOPLATL (12�10d X 11/2" R116A B80 " RIGA 1140 (9)10dx11/2" 101 RUSS,(8) 10d X 11/2' 10 PLAIL (A)lOd X 11/2' MUG115&PH D4A 4175 VGl&HUU4. 4565 (29)10d TO TRUSS, (10) WS3 WOOD SCREWSTO POST W/5/8' TI IRLADCD ROD (161ISDS 1/4'x3" TO WOO D,(10)rSDS 1/4"x21/2'W/ THREADED ROD, (2) NU1S/WASHER/2 PLY MUG115&PI IDI 4175 VGl&I ID73 4940 (BE)1007.0 TRUSS, (10) WS3 WOOD,SCREWSTO POST W/5/8' THREADED ROD. II61SD51/4'x3"TO WOO D,(3)-3/4"STUD BOLTS W/TI IREADED ROD, (2) NUTS/WASI IER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1)SYS' A.I.R.: IN HIGH SIKENGI H EPDXY, (MIN.]" EMBED)INCONC.,(12)16d10 WOOD : (1)5/8 A1R. IN HIGH SI BENGT H EPDXY, (MIN 7" EMBED.) IN CONC.,(12)16d 10 WOOD PAU66 2380 16005 ABU 66Z 23W 12000 (1)5/8" A.I.R. IN HIGH SIRENGI H EPDXY, (MIN. 7' EMBED)INCONC.,(12)16d10 WOOD (1)'/9"AIR JN NIGH SI BENGT H EPDXY, I,NIIN.7" EMBED.) INCONC., I32)16d TO WOOD L1 SEA— 1205 L1119— 13W (1)3/4"A.1:R. IN IIIS I I SI BENGT I I EPDXY',(M IN. 7' LMBLD) IN WK., (I I uWOOD (1)b/9 A1,R I N I I I G 1151 R LNG1111 L FOXY,(M I N. 7' EMBED.) IN CONC., RDW 10 WOOD LI S203,++ 1100 L1120Bi« 1500 (1)3/4" A.T.R. IN I IIG I I STRCNGTI[ EPDXY, M IN. 7' EMBED) IN CONC,.110)10d 1-1/2 TO WOOD - (1)[1/2 A.T.R: IN I IIGI I STRENGH:1EPDXY, (MIN,7" EMBED.[ INCONC., C ORIOdTO WOOD Z 1111.45 4160 - 11114 4235 (1) 5/8" A.T.R. IN HIGH STRENGTI IEPDXY (MIN. 7" EMBED) INCONC, 118) l6d 21/2" (1)5/8 A.T.R. IN HIGH STRENGTH HEPDXY .(MIN , 7" EMBED,) INCONC„ 26)16d X21/2" Z 11745. 5W5 11ITTS Saw 11)5/8'A.I.R IN HIGH Si RENG T!EPDXY(MIN. 7'FMBED)INCONO,(26) l6d 21/2" (1)5/8 A.T,R, INHIGHSTRFNGt REPDXY(MIN.7"£MBLD,)INCONC.,126)l6d XZ1/2" Q UPH011+ '14395 VIIIDO1l SDS d:5+ 11B10 _ (1).1"A.T.R. IN NIGH SIRLNICOH EPDXY, 10" EMBED) INCONC., OOOSCRLWS (1)S A.I.R. INIIIGH SI RLNGIII PO%"(MIN.1d" EMBED.) IN CONE, 1241 BUS Y,'x2Y""WOOD SCRLWS PHD5A 6525 HDB 6645 (1)5/8'A.B. IN I IIGI I STRCNGTI I EPDXY, TWIN 7' EMBED) IN CONC(14) WS3 W DODSCREWS (1)7/8 A.B.IN I IIGII STRCNGTII EPDXY, (MIN. 7" EMBED) IN CONC,(313/4 STUD BOLTSTO WOOD. 1DX8 7870 (1)7/8"A.B. IN HIGH SI BENGT H EPDXY, (MIN. 7" EMBED) IN CONC.(3) 7/8"S1 UBOL151OWOOD NPM35X12U 2580 7120 MBI IA 3.56/11.25 3475 5130 (1)1/2"' J-BOU W MIN 6" EMBED&NOT LESS IHAN 4"FROMIWEUF CONE DYNA BOLT SLEEVE ANCI IOROR CO W/MIN S"EMBED INSTALLED IN FACE (14)Od /3/4°CIA II W RAMSEI/REDHLAD ATJOIST 1113/4AA. R. IN HIGH Si NLNGT IT EPDXY, (MIN.6.75"LMBLOMENI)INCMU TOP,(113/4" A R IN HIGH SIRENGIH EPDXY, (MIN..6.75'LMSLDMLNTi IN. C.M.U. FACE,(19) Too 10 BEAM . HUS414F. 3060 2710(100%) HUSC412 (WOOD) 3635 2660{1 DIS) - (10) 16d TO HEADER, (10) Bad TO WOOD ,:. (10) lad TO I IEADER,(10) 16d TO WOOD 3325(12SM 32851125%I w IID430ff(CMU) 1950 SEW (EMU)WOOD. I IUC410114305595 508 (1811/4"' x 3"' WS3 SCREWS, (10)10d 10 USP(2a)3/16"'IAVPER+,(10)1Od10WOOUIUC210-2(18)1/4"" I (18)1/4x23/0 TI1fN(9PERVLANGt)tOEMU,(10130d10WUOD2 HU2III-21F(CMU) 1950 W00 EMU)5W x3"' WS3 SCREWS; (10)10d10 WOOD. USP (20)3/16"'TAPPER+,f10)lOtlTO WOOD(1S)1/4 x23/4'111 EN (9 PER FtiANGE)IOCMU, (10)lOdlOWWOHUC210-3WOOD4USP HD21O-31F(CMU) 1950 moo (EMU) 5W IMIO 120)3/16 TAPPCRU' lOdTOWOOD ( NGE) TOCMU,(10) 10d TO WOOD: 1811/4x2-3/4°T1TEN (9 PfR FLALGUM26-2 2125 6065 LGUM262SDS (4)3/8 X4 Wedgc Bak+Anchors, WOOU14)WS3 WOOUSCREWS '.. 14)b/8 x 4111 EN HD ANCHORS(2PLR FLANGE) 10 CMU, (4) 1/4 X 2-1/2 SUS SCRLWS 110 WOOD co m U U U FRAMING PLAN SCALE: 1 /4" = V-0" LO Co U U U CJi CJ3 'J5 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 00035325 1 � 1 P � k = U 4 F q a P x *•^r; .. . ` 3VBDIV Ala F <, ,"T �I 3L n I.l FI CREEKSIDE LOT #57 PROJECT# 0 4321.200057R1 : ODEL: Rss 6 _ "EASTHAM" � . .(7, E S WING: LEFT �I AGE:' FRAMING q PLAN 0 MPH EXP. C y. ARCH MCT.- OCT t y YOa9 MICA AEL C. ANDERSON AN NO 17305 DATE: 10/17/19 SCALE: 1/4"=1'—CI" I) I; SHEET u S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOF/"ROOF/WALL/FLOOR (2) USP HTA16 TRUSS ANCHOR 1175 UPLIFT PFUSP WITH'(9) 10d x 1 112" NAILS TO HTWM LI0 E SHEATHING TRUSS EA. PR VIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE TRUSS AND (4) 114" x 21/4" FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6"X4'-0" TAPCONS TO CONT A-(1)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d POURED LINTEL 10d x 1 1/2" TO TRUSS. FL#17680 AND OVER TRU S (NOT NAILS, 2 ROWS, 3" O/C TO B-(2) USP TRUSS ANCHOR WITH SHOWN) FACILITATE 2-PLY # 1900 UPLIFT (2)! USP 10d x 1 "TOT 68 TO TRUSS STRAP. 80 USED IN CONJUNCTION WITH CONNECTOR. HTWM20 INSTALLED ON PRE-ENG TRUSS RA DBL STRAP, 1 EACH SIDE WRAPS UP AND DE UP AN HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF �- OVER TRUSS (NOT SHOWN) FL#17680 BLOCK WALL W/1010dTO TRUSS AND (4)' 1/4" x 21/4" 1x2,2x WOOD FASCIA (A) USP LUGT2 W/ (5) 1/4"x3" POWERS TAPCONS TO CONT — CONTINUOUS BOND BEAM SEE ARCHITECTURAL WEDGE BOLT& (16) 16 GALV. NAILS TO #FL17240 POURED LINTEL 2z SECURED W/ (3) 1fid TRUSS (2PLY) (NOT SHOWN) GALV. COMMON NAILS. ENGINEERED WOOD (B) USP RFUS STEEL CONNECTOR WITH (4) a 1 SECURED N 1 TRUSSES @P 1x2, 2x WOOD FASCIA 3/4"x6" WEDGE BOLTS AND (12) WS3 SCREWS FL#6223 A I GALV: COMMON NAILS SUBMIT SHOP DRAWINGS DRAWINGS SEE ARCHITECTURAL 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d 33 AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SE URED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. OMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12" O/L SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN PFUS) TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE 1 1 TYPICAL TRUSS/ a b " " TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE: (2a 2b 3 scALE:3ia"=r-o" GIRDER CONNECTOR(S) SCALE:3/L"=V-0" I� (2) 2X4 No.2 SYP DIAG. — 2x4 BLOCKING BETWEE ' BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAL. BRACE TO X-BRACING IS PRE TAT COVER 5 TRUSSES) 4'-0" O.C. (AT SH HING U-0" TO 3 " (1) "X" BRACE SEAMS) 30' 1" TO 60'- 3) "X" BRACE SECURE PT. PLATE ENTER (1-111 BRACE2) TO BLKR OR 10' 0"A MAX (W/2X4) v "X" BRACE DIV D EQUALLY ANC BOLT WA2" FROM CENTER TO E W HER SET IN HIGH 2x WOOD FASC RENGTH EPDXY 6" H' 1 z4 D IAGO NAL ARCHITECTU L MIN.. EMBED. AT 32" OC t� p F BTM. CHORD BRACING, SEE MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 Lu PLAN FOR LOCATION P.T. PLATE W/ 12d's 8" U a MAY NOT BE STIFFBACK ( AS PER O.C. MAX =` s REQUIRED TRUSS ENG) CONT.2x4 SECURED W/F SS (,. TO BE INS INSTALLED @ 1 A BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES i SEE SCHEDULE FOR. k1 BOND BEAM REQ- r? lx4 BVkCHOIRD 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 wTERSECTIONTYP. BTM. CHORD BRACING BLOCK WALL WI GABLE EN 6 7 SCALE: 3/4"=1'-0" i PRE-ENG D TRUSS SCALE: "=1'-0" 1 i I: NOTCH DEPTHI/4*D THE USE OF ALTERNATE MATERIALS MAY BE ° HOLE EDGEysia" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING <2/5*D SGL. STUD OUTER OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS , EDGE >5B" EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES ,----HOLE 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 USP RTI6A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, 'Y AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES, BTM. —HOLE DIAMETER PLATE < 3/5'13 DBL. STUD r: r s' 4. 1 `C a cle STUD NOTCHING ALTERNATE MATERIAi=S 11 AND BORING LIMITS SCALE: 3/4"=1'-0" SCALE: 1 1 /2"=V-0" 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 s CREEKSIDE LOT #57 PROJECT# 04321.200 057R1 „MODEL• 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: DETAILS 60 MPH EXP. ARCMTECT•. STATE OF FLORI. - rf OCT 1 7`20ft . �r MII C. ANDERSON AR NO 17305 Fn 113/`1%1— — — — i SkIEET S3eIA. 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA 32901 PH: 321-802-3591 www,abdesigngroup.com AA #: 0003325 Fv7^ lv? tw M� A iTywrv�; �. 'IlNTom;. W 3 W as az � rq a. r - I J IUBDIV- T: CREEKSIDE LOT #57 PROJECT* 04321.200 057R1 MODEL 1756 "EASTHAM" GARAGE SWING: LEFT PAGE: 5 DETAILS LLMPH EXP. C ARCHITECT: STATE OF FLORIDA oa�IAV OCT 17 2019 MICHAEL C. ANDERSON AR NO 17305 PRINT 10 17 19 DATE: / / SCALE: 1 /4"=1' - 0" SHEET S 3. I B GABLE - END .P v v 0O00 0 0 O, O O O OHO 3 �p0p000000O.a 0 0p0p000 3 5 HIP ROOF > A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 18.31 PSF (28,31) ZONE 2 = 31.68 PSF (41,68) ZONE 3 = 54.88 PSF (64.88) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16 O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE ROOF/ WALL/ FLOOR MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. FASTENER SCHEDULE ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4 OF GABLE NAIL SCHEDULE END. SIZE TYPE MIN. LENGTH MIN. DIA, SHANK - TENSILE STR. ' SHANK 8d RING SHANK w " 2 1/2" 0.120" 170,000 RING (16-20 RINGS S SCREW SHANK PER NCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & Z BOTTOM PANEL AND 8d RING SHANK GUN o NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED I Do PER MANUF. SPECS.) SEE DETAIL BUILDING LENGTH n ROOF SHEATHINGLAYOUT AND ENDWALL BRACING 8d RING SHANK GUN NAILS @ 4" O.C. FOR GABLE END FRAMING TOP & BOTTOM EDGES @ co . .. . Qco Z LU z.0 C CD LU 8d RING SHANK GUN NAILS z 6" O.C. IN FIELD QU 2 O 0 J J / \ I z Cr — Q Z 00 e Z LU Z0 7- Z LU U' U_ CZD W Z 1 Q U o CU0 -coo z Q Y Z `� u LU =W CC Z W LU Cf) LU LU 00 U) �a o Z Do LU d DO . . . . . . . . . . . TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Bd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6 �N FIELD J\ GENERAL NOTES:. - ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO.ASTVC33. MAXIMUM AGGREGATE SIZE SHALLBE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IIN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED. CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS ON BE SPF: ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ; ON STRUCTURAL DRAWINGS APPLICABLE ABLE BUILDING CODE STANDARDS: D - R 2017 R S. Ff3C h EDITION 6t ALL EXPOSED EDGES 0 F CONCRETE ARE TO 8E CHAMFERED 9'!K" - ALL WOOD FOR BEAMS BEARINGWALLS, STOP KIN LS SOLE ACING LEDGERS BLOCKING, PLATES, BR ACI 31 -14 BUILDING 8 U NG CODE RE REMENT QU S d FOR STRUCTURAL CONCRETE ACI530 13/ASCE 5 13 AISI. SPECIFICATION FOR THE DESIGN OF - PROVIDE 6-MIL CONTINUOUS- POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON GROUND WHERE INDICATED ON CRIPPLER ILL ET HALL �2 R - L F S SILLS, C S BE SOUTHERN PI O 11 PSI AND A MODU US O N BETTER. R 00 5 ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACIWITH-0ONDFRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7 10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOI PLATE REQUIRED. WOOD FOR: NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND - FORM -WORK:'. SHALL BE RATEDTO RETENTION LEVELS OF 0.25 P� OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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, CORROBORATE TETRAHEDRAL (DOT)- WOOD FOR3TRUCTURAL LOSETHATSHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELSDF 0.42 PCF FOR DOT OR MORE. WAILS, 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 - ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE. _ "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 1/2" OF HEARTWOOD. DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES S14ALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6I1 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR :TO PROCEEDING WITH THE AFFECTED PART ' WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL: DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER -- THE STRUCTURE IS DESIGNED TORE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. P 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.WIREMESH: 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.7. - TYPICAL DETAILS. MINIMUM LAP SHALL BEONESPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR _ REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: 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 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN: LOADS: 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. HORRIZONTAL DESIGN,. FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL - ROOF: LIVE LOAD AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1" FLOOR: LIVE LOAD 40 psf REVIEW: COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non -concurrent - - TYP. MIN LAPS .SHALL 8E AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf.BTM CHORD non -concurrent #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD FOR. ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR 15 psf TOP CHORD 20 psf TOP CHORD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. (7 psf w/ ASPHALT: SHINGLES) (10 psf w/No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 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: 1 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.psf WALL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf : WINDDEAD LOAD SPEED =160 MPH 3- SECOND RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR. LAYOUTS PROVIDED ON THESE. PLANS ARE TO BE USED AS A GUIDE FOR BEARING - (ASCE 7-10 (FBC R2017) 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 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE:20psf, HABITABLE ATTICS AND .ATTICS SERVED WITH FIXED STAIRS: 30psf,BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF. EMBEDDED ITEMS AFFECT THE STRUCTURAL .BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf; GUARD IN -FILL COMPONENTS'. 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURALENGINEEROF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf " 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.I' SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITHTHEO DESIGNING INTENT - MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES )' AS THE HURRICANE. STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE. CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS,' DIMENSIONS, ETC. PROVIDED BY THE TRUSS ENGINEER. D 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 SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PR'aR TO SUBMITTAL TO THE ARCHITECT. GRADE MANUFACTURED IN CONFORMANCEWITH ASTM C . -90, ADE fm = 1500PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT I DRAALL N THE FORM 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 F RE RODUCIBLIETSEP SEPIAS OF STRUCTURAL TRUCTURALI DRAWINGS (CON TRACT DOCUMENTS ARE PROHIBITED ( ) PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE yTHE CONTRACT UNL ALL ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH. OF 3000 PSI AT DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE USP STRUCTURAL CHECKED, OTHERWISE DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGSCHECKED, UNLESS OTHERWISE SPECIFIED IN _. 'WRITING I SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN.. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ ASLUMP CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS. BY THE ARCHITECT. OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE FOUNDATION SITE PREPARATION: : LATEST CATALOG. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR:'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE - PROPORTIONED AND MIXED AS OUTLINED 'UNDER .ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 % OF THE _ --SHALL MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 04557. TREAT ALL BE.3/8" THICK. UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO SOIL. FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO TECHNICAL.ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION' EFFORTS. LOCATIONS FAILING TO MEET THE ' REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. I 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. { THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE o CONCRETE: .., SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 2$ DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL.SHALL BE ASTM A36, Fy - - 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-50b, GRADE B, - ((( " 2,000 PSI REGULAR WEIGHT FOR FOOTINGS AND SLAB ON GRADE F = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR$, F 35 ksi..TUBE AND PIPE y y - E COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. I 3,000.P51 REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ' ' CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIXPRIOR TO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307:BOLTS WITH DOUBLE -NUT LEVELING'. ALL OTHER ASTM BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" H- PRIOR TO THE ADDI"ION OF PLASTICIZER. TIGHOLTSTENED C O BE TIGHTENEDIN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. IN E WITH CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301':AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS `r ADDED TO THE MIX. UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S 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) B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER'.. 1-11T FOR #5 AND SMALLER 2" FOR#6 AND LARGER C FOR CONCRETE NOT EXPOSED. TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1 111T FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WIND W AND DOOR BUCK FAST NERS O E FASTENER — - APPLICATION — -- SIZE -- — TYPE. SPACING : REMARKS APPLICATION SIZE TYPE SPACING REMARKS _ — - — �(� 1x2 PT PURRING TO CASE HARDENED COIL 8" O/C MASONRY F'CONC NAIL 1 1/2' LONG. GARAGE DOOR BUCK 1/4' DIA - TAPCON MASONRY V1/2" EMBED., 4" END DIST, TO MASONRY/CONC. NO WASHER FASTENER e„ 1.V2^ EDGE DIST. SGD AL EXTDOORS CASE HARDENED COIL 9" O/C W INDOW! DOOR/ FASTENED GARAGE DOOR BUCK 1W DIA. W/ ix PT SEE NOTE6 NAIL 1 1/2" LONG STAGGERED INrO MA, 4^ EMBED 4"END DIST. �NRV/GONG TO MASONRY/GONG' WASHER EXPANSION BOLT 24^ p/C - -- — 3" EDGE DIST. IN WINDOW BUCK CASE HARDENED COIL 9" O/C WINDOW/d0 SEHARDNAIL ELONG. /D OR/FASTENED METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING- ix SEENOTE6 1 STAGGERED INTO —--TAPCON" �oNRricoNc. MAsoNRvlDorlc. REQUIREMENTS EXT. SWING DOOR (2) 3(16"01A 18" ROTC ' 11 P E BUCK 2x PT SEE NOTE 6 NO WASHER FASTNER : DIST, 1 1 — _- -- - _ _— — (eED EDIS WALLT COINFIING WOOD 1AS EXPANSION EDGE DIST. WALL TO GONG SLAB W/ WASHER BOLT 24 O/C 4•' EMBED. 4" END 3 EDGE DIST. 2x PT WINDOW BUCK 8 O ,- E 6 1 -DIST., I � -- PT TO STEEL COL., SEE W/ WASHER STAGGERED rD) EDIST.1� NOTE6 NOTES - G 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS s 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 HER N 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OFTI OA THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE. DOOR OR WINDOW F E EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED. AND 2x MEMBERS ARE SECURED W/ TARCONS OR PAF TO THE SUBSTRATE. FILE c, Li `F'-BDI 140T: CREEKSIDE LOT #57 I PROJECT# 04321.200 057R1 MODEL" 1756 "EASTHAM" tl1CTAGE SAYING: LEFT GE: t� DETAILS kIll"I0 MPH EXP. C ARNCHITECT. STATE OF FLORIDA OCT 17 1019 ICFAEL C. ANDERSON AR NO T7305 10 1'7 DATE: / /19 i SCAT : 1/4"=1'-0" 1 SHEET I (t 1 ,Planning & Development Services Department Building & Regulations Division Product Review Affidavit FL # or Miami -Dade FLORIDA PRODUCT REVISION EXPIRATION Product Model q Manufacturer Glass Description a Method of Attachment Building Design Product D€ slgrr APPROVAL REVISION DATE Pressure Pressu r.. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side ___ of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL5891.2 R6 12/31/2021 Swing door Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (47) (+67) / (-67). Type 1: 3/16" or 1/4" ELCO Ultracon. anchor 6" max, from corners, 11 3/4" o/c atjamb, 16" @ head. 1 1/4" embedment.. Type II: 3/16" or 1/4" ITW concrete tapcon. anchor. 6" max. from corners, 7 1/4" o/c atjamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. FL16103.1 R13 4/30/2020 SH Window Ply Gem 1500 Ply Gem Non Impact Install per manufacturers recommended requirements. (+38) / (-48) (+50) / (-50) Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" - @ head. 1 114" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each FL16100.1 R6 6/30/2020 Vertical Mullion Ply Gem 1500 Ply Gem Non Impact side. Install per manufacturers recommended requirements. N/A Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2"o/c atjamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically FL16104.2 RS.. 11/30/2022 Fixed Window Ply Gem 1500 Ply Gem Non Impact each side. Install per manufacturers recommended requirements. (+38) / (-48) (+55j 1/4" concrete tapcon anchor. 2 112" minimum edge distance. 6" max o/c from corners Builders Series 4780 w/ Non Impact and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 1/2" min embedment. FL146j 't"%A'r rlr.'n„.. R4 12/31/2022 Sliding Glass Door Ply Gem (+33) / (-41) (+50) / (-50) Sill Riser 1/4" concrete screw 6" edge distance @ head, 4" edge distance@ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. FL20461.17 R4 12/31/2021 Opaque single Smooth Star Therma-Tru N/A Min. embedment of all anchors to be 1 1/4" (+36) / (47) (+47) / (47) door with transom Double Garage 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C FL16107.3 R10 12/31/2020* Door 16.2x7 73 W6 Clopay N/A (+29)/(-35) (+36)/(42) I Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. _ - heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per. shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" FL7006.1 R10 12/31/2020 Roof IKO Cambridge N/A above each cutout. Drive nails straight so that nail head is Flush with, but not cutting (+36) / (-47) N/A into shingle surface. - Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R6, 12/31/2020 Underlayment Rhino U-20 nterweb N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the N N/A (117) (PENDING APPROVAL) field. Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM D 4586 or ASTM D.3409, Type I roofing cement/mastic to the underside of the vent flange at both the inside and outside perimeter and to continuously surround and seal the flange. Slide the top and side flanges of the Vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized or stainless steel roofing. nails having a min 12 ga shank, mina/8" diameter head and sufficient length to penetrate through the sheathing (ring shank nails shall be used in OFF -RIDGE VENT WITH the HVHZ). Nails shall be located I" from the edge of the flange and 8"O.C. along all FL16918.3 R2 -9/9/2026 Off Ridge Vent TAMCO N/A four sides of the vent. All exposed fasteners shall be sealed with roofing N/A N/A BAFFLE cement/mastic. all loosened shingles shall be adheared down with roof cement/mastic. Refer to and follow ALL Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritations of this Installation Method. Apply Roofing Sealant on, all seams inside the Roof Collar. Apply Roofing Sealant along all (4) sides of the bottom of the Vent Flashing. Install in location under shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank Nails. Fasten Base Flange w/(1) nail ea corner @1" from edge. Fasten each. Side of. Base Flange using (.3) nailes %paced nominal S" apart and 1" from edge. Fasten Top and Roof Vent Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22 FL3792,4 Rll 8/16/2021 (alternate) 770-D Lomanaco N/A nails. Seal all seams and nail heads and loose shingles. Referto and follow ALL N/A N/A Manufacturers installation instructions. AOR is not responsible for Errors, Omssions or interpritationsof this Installation Method. AOR is not responsible for Errors, Omssions or misinterpretations of this Installation Method. FL24161.1 NONE 12/31/2020 Soffit Variform Soffits PlyGem N/A FL24161.1 (+31.6) / (-38.8) (+77.0)/(-73.6) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storm concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FL16293.1 R2 12/31/2019 Less than 6' span 24 GAGE panel MFG. N/A screw or all thread but with wing nuts. N/A + or- 20 p.s.f. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in Hurricane Panels Hurricane Storfli N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed FLlth1l R2 12/31/2019 6' span or more 24 GAGE panel MFG. screw or all thread but with wing nuts. N/A + or - 20 p.s.f. Install per manufacturers recommended requirements. FL171 17147.1 R4 6/27/2020 .Zip System Wall Sheathing Huber N/A N/A N/A Sheathing 551 S. APOLLO BLVD., SUITE 202 MELBOURNE, FLORIDA32901 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 AZ M h � L'Eli C � W W Q � 2 o � � O z O O F B N q 2, � A 5 SUBDIV. de LOT: ST LUCIE COUNTY MASTER PA °OJECT# 7ODEL: EXPRESS SHINGLE GARAGE S1111NG: k' IIz'Qo 7S. 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA n /n A n 1 13 l° MAR 13 2020 to N1I0HAEL C. ANDERSON AR NO 17505 ii DATE: 3/9/20 SCALE: '1/4"=1'-0" SHEET CONTROL DATA 3.9.20