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HomeMy WebLinkAbout7134 Silverado Ranch99 1828-4EBB-CAL199 HOMES �Vl W, �Qv GG [`O l •Tay t.�'� c� E 12602 TELECOM DRIVE, TAMPA, FL 33637 T451. (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 6TH EDITION (2017) FIRE PREVENTION CODE 6TH EDITION ABV. ABOVE MFR AN MUFACTURER A/C AIR CONDITIONING MIN. MINIMUM ADI. ADIUSTABLE M.T. METAL DATE DESCRIPTION SAW cDEIEeIr=D ARCHITECTURAL SHEET DESCRIPTION D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :FLORIDA • NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION •ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDEMfUL, GROUP R3 :CONSTINucrlox TYPE - VB MIN. INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=150 MPH VEEa=118 MPH .EXPOSURE — B ALL. AMP. BD. CL CLG. CUR. CONC. CPT. C.T. D. DEL. D.G. ALTERNATE AMPERAGE BOARD CENTERLINE CELINGCAB CT CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER OUNTEDTHRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER B. PPUSHTY BBUTTONS PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER BAD. RADIUS R.A.G. RETURN AIR GRILL ft" ton FBC UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG P1-PLUMBING PLAN iWA CDs RE-18(NED OWUIS SIDNGELEVATIONS ADDED 0304 (D'sRE-IEeIPD ob W FOOTNG F&WON PER M, BOUES 06RVW CD'8Rs-IedrED 07/19A9 ADDED CURBLE88 POOTER AT GARAGE DETAIL (FORT MTYERSI OW211E PLAN MAINTENANCE •1-STORY RESIDENCE — • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES %. DIM. DISP. DP. DR. D.S. D.W. EA. EL II. EXT. F.GhX. F.G. FIN, FLR. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT D SHW'ASHER ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR F`ReUNNCIHi REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXT DR S.D. SMOKE DETECTOR SET. SHEETS HUNG SHTH SHOWERING Sim. SIMILAR SL. SLIDING SL. GL. SLIDING GLASS ST7). STANDARD Sws SHEAR WALL SECTION TEMP. TEMPERED GLASS THICK PG Mi—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED o3RdJ19 REVISED LMTEI SI2f AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 0444AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UMLL MAT" (hELB) SQ.FT. CAWA otA74A19 REVISED NVAC voLu EE ON Et>FT CALL SCHEDULE tMELBJ o6ADAIB ADDED 'EXTERIORMOW DEEP POOTEWDETAIL DAM (ORL) LIVINGSI430 Sa � GARAGE 4� sa FT. ENTRY 16 Sa FT. LANAI Ee Sa FT. rmAN 2362 FT 06A7A% ADDED LED L*HT5 • KITCNEN N BATHROOMS PER MARK WAS �� ADDED 8iO1F OPTION ELEVATION C s D (TAMPA) 1441 NORTH RONALD REAGAN BLVD. FRUDD FOR o x o T.O.C. o CURB PG WA6—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 PPG. GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOP OFSLAB Tel: (407) 774-6078 Fax: (407) 774-4078 GAR. DISP. G.F.I. GL, GYP, BD. 1, H.C. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HDR. HGT.ORHT INT INT.. LAM. wM. M.C. HEADER HEIGHT INSULATION INTERIOR LAVATORY LUMINOUS MEDICINE CABINET WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS THE BUILDER ASSUMES ALL LIAB1LilY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN F OR PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS EXPLANATION INORD�ERRTTO BUILDL[NG TIUS PROJECT PG S3—F.RAMING PLAN PROCEDURE ISD ON SDRAWING FOR THE B�ERR TO CORRECT A PG S3.lA—DETAILS )IiT WRITTET ARCHITECT(OORREENNGINEER FOUR INFORMATION) TO PG S3.113—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S3.1C—DETAILS RE's IN WRITPEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SN1—DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH:407-774807E FAX: 407.774407E www.abdesigngroup.com AA#: 000332E a Q S IN �y y O cy 9USDM de LOT SILVERADO LOT #25 BLK #7 P1t0jmcT# 04128.002-25071 MODEL : 4EBB "1828-CALI" GAINLAGTS 91rWO: RIGHT PAGE: COVER SHEET 150 MPH EXP. B <5 HSYALX: 1/4"=I'—O" 1 C1 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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 BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAW% -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 THAW'/ INCH 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 IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES - TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCATION : 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/.' PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISIM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 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) . 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com L AA N: 0003325 i •l � orQ a 0 BUBDM ae IAT: SILVERADO LOT #25 BLK #7 PTiOJITBCTN 04128.002-25071 MODsllr 4EBB "1828-CALI" GAP -ADM BWU40: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B KA frnFA-n , 08/20/19 1 CONTROL DATE: 07/23/19 (CM) 8*11mm GN SHINGLE ROOF Ib'X60' FYPON—� DECORATIVE SHUTTERS OR 4S EQUIVALENT 4' RAISED BAND (TYPJ� STONE —� VENEER 0'-0' FIN. FLR4_ ---�------_------ ,o+/-IV-& BLDG. 14GT. FYPON LV12X24 OR EQUIVALENT FRONT ELEVATION SCALE, 1/4 • I'-& TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103A STONE VENEER TO SE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT LAP SIDING AS SPECIFIED (TYPJ 4' FREIZE SAND (TYPJ b' TRIM BOARD (TYPJ 0'-S4 BRG. ✓•dGT. COACH LIGHT OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT AREA OF ATTIC 2364 SO, Fr. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2364/300 = 7m VENTILATION AREA SO, INCHES PER FT.(144) = 1134.72 SO, IN. INN. REQUIRED VENTILATION = .5X 1234.72 IN UPPER PORTION OF ATTIC S6736 SO, IN. OFF RIDGEVENTILATION AREA = 115 SO, IN. PER VENT 567.361115 TOTAL 0OF VENTS REQUIRED = 493357 TOTAL #OF VENTS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDED) 'A8'-8' BRIG. W.T. FE 1 REAR ELEVATION SCALE, 1/4 • I'-C' TEXTURED FINISH 8'-8' BRG. HGT.i 8-8' BRG. HGT 4' RAISED v BAND 0, ' STONE VENEER 0'-O'FIN. FLR� - --------------__T_'---' '-----------'—'—'---_----- ,00—� FIN—FLR RIGHT ELEVATION SCALE, V4 • I'-C' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT a N CV - ----- -------------- LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS i-4' RAISED SAND STONE VENEER _ 0SLR. 12MI DECO. DTL. A SCALE: I/2 • I' '-0' FIN. FLR i44i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA B: 0003325 O Q lilliLL. J BUDDIV & LOT: SILVERADO LOT #25 BLK #7 [PltOJZCT# 04128.002-25071 uoDZLA 4EBB "1828—CALI" GARAGE 81rING: RIGHT PAGE: ELEVATION 11 ^„ 150 MPH EXP. B =i_l a ❑': A2C r ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e OSV CUTLET 20 AP ENGLE POLE Ilov OMET liev CUTLET w a• o nLR wF® TO "TcH GF1 Wv OUTLET '� Woun, " FAIL RESISTANT TYPE) 220V OUTLET (4)OW COMIC"CH • EXT. WATERPITOOF GROUND FAULT OUTLET N1ERaPIBS �' ewrcH NUITCN 3-WAY OPER 64 9mcN 4-WAY OPER �/�\ WALL MOUNTED �/ LOW CEILNO L04T © LED CL&LIGHT OVp VAPOR PROCF LEI -IT UALL SCONCE PIMI-upop eVENT. FAN I Co" FEA Sa IR. Vow. PAN MOW I C!"PER as Fr. 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PIOvw" OF mm EDITION r]On) N NEC 2Mn 201t lDRIOt 6Tu • 20 ATP DEDICATED LAUNDRY CNSGUIT. • GIN .ISLAND (NOT ON KUTCMEN CAMIT) • 01841 A"R DISCONNECT TO M LOCKOUT N PANEL • DATHPK70M RX14401 FAN To WAVE MN. CAPACITY OF 60 Cl" NTER'IHTTENT PER ELECTRICAL MOASIONR OF SECTION KNIM3 FEae ATu EDIT ON f] ml • LAWDIEY ROOM 1!C[PTACLa SHALL ea GIGO 4V PALL? CJRCUIT•MEIMMa•TER PROTCCTION FOR PaMO1lL ON FEaDaM • MINING METHOD MULL ER NON METALLIC; CAELE PER ELECTRKAL PROv161oNe OF FEae ATM eD Hint • ALL WORK TO OMMY MTN ELECTRICAL PROVINON6 OF TiE FECR ATM aD f20M . uMl ei ■rTEf: BY ELI DAND Tsf OF LIGNTEtl MINT M plRINE EMENTAL TTTE�� CEILING MTD. LIGHT I � LIVING ROOTO M PRE -WIRED INSTA LED I CLG FAN OWNER'S FROVIDE C \ `J PRE -WIRED ,SUITE J-BOX FOR \\ GLG FAN(; OPT. FAN I GF1 \J PRE -WIRED DINING n CLG FAN ROOM I n 5'-b• I I I i SWITCH IN OUTLET—�--- CABINET FOR DW E-- ------------ r GFI GFI �; / I REFI t / € HITCHEN I''�/ 8[INKIL --'" ICJ /' / vGFIw RANGE \ Q_O GFI , BATH � No I I—L1TNMI\ --- --- ---_I BDRM. DEN#4/ db �• ,� \\� WI OUTHOOLET FOR ® FUTURE MICRO I I �— I �— ` FIRE -WIRED BDRM. j - I CLG FAN — �♦ II F � \R L; J \\ i Ic /� AI I -i F'RE-WIRED I _ — CLG FAN \ I GPI PUS. FOR 44'AFF. O WH GAIRAGE\ DOOR r — — — _ — J \ 1 40, 1 r _ -0 \ L J \ BOLLARD t r \\ AS LREaD& WALL MOUNTED PERBCE • O LIGHT W/SWITGH IN \\ BATH i ® I ATTIC GPI / — KEYLESS OUTLET METER BDRM,j FIXTURE FIELD VERIFY LO IRRIGATION \I OUTLET • L; J — ENTRY 48' AFF. GFI GARAG PRE -WIRED CLG FAN \ ---------------------------- COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' I L I I LED LIGHTING C� SINGLE LAV. • BATH 02 I I � i I L I I I I e I I I I L I I � I LED LIGHTING C� DOUBLE LAV. OWNER'S BATH ®aei0 ®ooQ-�mo 0 SOUSE�II�®©� ®oo>'mo mm�-moo® SIZIN ®om0m 0® 0131 0m�oa® yam ®om�mm •E ^+TTN�om m oMEMO o® �S��E"�SS�SO 001.00® 0 yy. SESSION Sol= 150 AMP ELECTRICAL RISER NOT ?o ac E 6"RAL NOTE& A ELECTRUGAL MATEMAL6 APO NSTALLATION6 6HALL CO'IPLY WTM EL[crw-4L FTaovRlas OF THE MWAALH @i7Je1fIRDL LOCAL CODES. AND ALL LOCAL POIRR COMPANY R GMFIM @Ifs. 0. ALL CONM=C M SHALL M TYPE TI I, U U TAM NOTED OM1RREM. PROVIDE 80 AMP, NO440 VOLT, I M4AM 61CODAR aLMOTRICAL 6ERvKa PRDVIDa S -1 COPPEE (OU N 1412" VIA 60,1RDILE M PVC CONDUIT OR PROVIDE S VAe ALU MMM (AL) N 2" VIA SCHEDULE SO PVC CONDUIT UMILEM IN RVICa 16 PROVIDED BY TWO ELECTRK. COMPANY. COORDNATE UTN THa ELEcTm COMPANY F MOR TO MID. D M THEN • PA CU N 2. OONDWT OR a • I% CU N 2' CONOW. lIINeT! dED12 1OEIT . a1T11ANQ,] CO'EINATION MT04A VLBOTMO T SYSTGi AND so AMP DOg4O VOLT M aLaOTIMC MCTE4 N I ML 6E NEMA M @ICLOeIie[ PMIE. TaLSF'lI0lR SMVICs CAMI TSLEVMICN RNTRATxi SERVICE aNTTUNCa aau6r+aNr [aWFMnr NTaMYrMAT EONDNG RRTAT LOW VOLTAAGE CONlRCTIOR 1 V OU SERVICE MOSD COTSM ECTED TO cONCFETE ENCASED FOCTUR STI E. PER ELeCTRICAL PROVINOM OF TIR Pam &U4 eercCN raN?t N6" DIA X 6 M LONG GOITER CLAD GR7UD ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdMlgngroup.com AA 6: 0003326 h � w s Q � 5 SVSDIV. AE LOT' SILVERADO LOT #25 BLK #7 P1iOJECT* 04128.002-25071 MODELc 4EBB "1828—CALI" GARAGE EWD40: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B W U FRA , wu FX,AAJ V SCALE: 1/4"=l'-0" 1 E1 2' VTR �j,2• KITCHEN �I `� vrR SINK W/ 1/2' I/2 AUTO VENT \ 2' I � 11/2' i I In"�i��I 7 fi / I 1 1/2' I TUB LAv 2, V2' e I L V i 2 I i I WC 9 3 I OHMII 3• 3 1 1/2 P WASHER 2' TUB CO 4 4 TO PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 • I'-V 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 4 Of t IltmDIV. ae W SILVERADO LOT #25 BLK #7 PROJECT* 04128.002-25071 MODZU 4EBB "1828-CALI" GARAGE SVnNG: RIGHT PAGE: PLUMBING PLAN %150 MPH EXP. B m 1 r's 08/20/19 C :1/4"=1'-0" HEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS MALL 15E CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS 814ALL SE SEALED WITH GLASS PAS 4 MASTIC, AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS i AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J T: BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO IDE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALL$ SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL. PANTECH DBF 110 DRYER 5006TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE HVAC TO HAVE PROPER PAN$ W/ DRAINS >ALL ATTICCEILING EXTERIOR WALL PLENUM ty AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFOW RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER VMECHANICAL F5CR 6TH EDITION (2011) BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG �—FITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/$PEC LEGEND ® SUPPLY AIR DIFFLIMR RETURN AIR GRILL ® SIDE -WALL OR I WAY Dff`USER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/I6'X2' TAPCON9 IDAV _IW 81MP80N WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) GSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CGNO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vFL00R SLAB CLEAN -OUT (TYQ I)EXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL DE INSTALLED AT OR A5OVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE, 1/4 • 1'-0' :ml 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngmup.com AA N: 0003325 � a C Ias i dww 6 A aVBDrv. de LOT: SILVERADO LOT #25 BLK #7 PROJECTp 04128.002-25071 MODEL: 4EBB "1828—CALI" GARAGE BWINO: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B l� wT : 08/20/19 8C :1/4"=1'-0" >9iiEET M1 2X4 TOP PLATE PER.FLFL A. colwe eaA0 PRE-FAB TRUSS VY TMIDG 2 COAT Y O'4 aq V2' CLG BOARD RAa7R A a D STRIC7UML AM DIRULA1 TO RaPCI�d MAGOW3g a► P.T.uD A 6 P.T. TO RLL NOTE: STUDS IN 5' DIA. SLEEVE, caLPw L AS MR PARTITIONS SUPPORTING DO NOT CUT APPROVAL Ra¢ In' DRYWALL WALL HUNG PLUMBING REBAR ..GRALANT" 1441 N. RONALD RFAGAN BLVD FIXTURES AND WALL PIPE CABINETS SHALL BE NOT �TM�ALL sT� LONGWOOD,FL32750 LESS THAN HA WHERE BOND BEAM DO NOT CUT prwsLrvaroRe�sua More PH:4o7-7748078 SOLID GROUT THE BOND 6eLv. NaaL DOOR MAI�r� FAX 407-7744078 SPACED NOT MORE TRAMmmAc1Cm* www.abdesigngroup.00m 2x4 wOOD W/ lI)- s5 BEAM FAs TO AA #: 0003325 STUDS a24' THAN Ir O.G. OR, NOT s"P0O µ"e FaR oALv. sTeeL (2) COURSE REBARB nsoour r oNRIMAD DOOR DG• LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. -- ` APPROVAL Rah VURTCAL TRACK by on aRs TRAOK eRAaa» 'sOQ" sa FROM= . SLAC APPROVAL Rea FAIL FLR 2A 2A PIPE THROUGH BOND BEAM 2e GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' SCALE:3/4'•I'-C' "• (a:)TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'"1'-dY FIBEftLASS SHINGLES OVER r30 FELT PAPER FIBERGLASS SHINGLES OVER -W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2x 15LOCKMG BETWEEN TRllSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES lu �a FIBERGLASS SHINGLES OR $YNTFBTIC RW5.1.1 ON J' O.S.B. OVER 30 FELT PAPER OR OVER W FELT PAPER PRODUCT, INSTALLED SHEATOR }' CDX BYNTHETIC PRODUCT, HING OR SYNTHETIC PER SECTION R-,M.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION PPER RODSEEC ION R50511 ON O.B.B. SHEATHING FASTENER SCHEDULE BTIFFDACK AT ALL UPRIGHTS SHEATHING OR }• COX RWS.1.1 ON J' O.S.D. ON J' OAS. SHEATHING /a• GYPSUM DO OR }' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' COX PLYWOOD OR 1/2' HIGH OR PER FASTENER FASTENER SCHEDULE PRE'ENG TR188 tYP MTL. DRIP EDGE I'-0' SECURED PER STRENGTH CLG. FASTENER BGHEDULE TYP 4A FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE OA. Ox STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER 40 ELEVATIONS ELEVATIONS f BEE ENERGY CODE FORMS FORT CONT. 2x RAT RUN SECURED PER O PIE-� INSULATION R-VALUES PRE-ENG TRUE$ VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE 77 SEE ENEMY R-CODEE POWBo FOR R PER ELEVATION PRE-ENG. GABLE TRIM SEE GABLE TRJSS g -0• WEEP SCREED iPER ELEVATION WEEP SCREED w 2x FASCIA PER TYR 2x FASCIA PER w ELEVATION$ 0.14ELEVATIONS, 2x P.T. SECURED 5/$' GYPSUM BOARD OR 1/2' R-4.1 INSULATION STRUCTURAL DETA L8 STRUCTURAL DETAILS SECURED PER VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH CLG. BOARDOYOY UANDOIU ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 11111,1. R-4.1 INSULATION I/!' THICK, 2 COAT WINOOLU AS STRUCTURALREFERENC MANUFAGTURE8 8PECI AHMENT NION$ PLASTER APPLIED DIRECTLY TO MASONRY RENCE Ix2 P.T. RJRRING STRUCTURAL STRIF'8 24' O.C. IQK, ' THICK 2 COAT PORTLANDSTRIPS Ix2 P.T. FURRING ®' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT /2' P•WL.•00. a, CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. DD. PORTLAND CEMENT WOOD DARE DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR _ J. 0'-0' FIN. FLR 0'-01 FN. FLR d pill_ 0'-0' FIN. FLR ° d ° d n W/ ,a WINDOW OPENING n TYP. WALL SECTION ,a W/ WINDOW OPENING TYP. WALL SECTION ti a NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A SLTHDM Ae LOT: SILVERADO LOT #25 BLK #7 PROJECT* 04128.002-25071 MODEL, 4EBB "1828-CALI" GARAGE 8WMG: RIGHT PAGE: DETAILS %150 MPH EXP. B 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM-511-STORY GABLE BLOCK WALL D1 SCALE, 3/4'-I'-C' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-o' I8 OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6l5'I If 7n c l4, NO 12079 DAFT!! 08/20/19 8CALE: 1/4"=1'—O" SPIFFY D1 4' ENREDMEW MK FIRM FLOOR TO J�m�■�mmm�Ll�■w© WI SECURE 2x4 SIDES, 2XS GAR46E DOOR BUCK W/ (s) ® )JW' A-0OLTS W RI.060MENT MK an 21)0 )Oi WASFER AND MIT SPACED tv Y FROM FLOOR TO GARAGE DOOR FOR N JOINTS PRIOR TO KILLING. 1-2X6 PT BLOCK • CENTER OF Iffl DOOR HEADER IW I),4W' J-COLTS 4' EIDEDMEW Wr 2')O*W WASHER AND NUT. 0 NOTES, B L W M ACCOROANIM TO MMY•ACTINQERY INSTALLATION INSTRICTIONS ORRE SUCH INSTRICTIOW ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT .—w B• CMU . DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR 9'4X4' MIN. SECURE THRIFRAME 4 EXTEND I Y4 INTO BLOCK ❑ W/ Vo' TAPCONS lMIR SHANK SIZE .145 MIN. HEAD SIZE 300 7MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 M' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 4 OR +5/4 WINDOW 70 BLACK +3 OR +6 4 A SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ V TAPCONB OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 IV Or- MAX SPACING. 2X6,m SECURE TO BLOCK W/1-%' TAPCONSIMM. Ile" SIZE 145 MIN. HEAD SIZEID4DO MIN. EMBEDMENT i Y4 ) WITHIN 8' OF EACH END 8• CMU 18' O.G. MAX SPACING. ]S' DRYWALL 2X&m D I'X4' OR I X2' P.T. NAILER SECURESTO BLOCK W/2-%, R CASING TAFACON(MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 DOOR JAMOR WINDOW B MIN. EMBEDMENT I Y4) TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURER DETAILS. I8' O,C. MAX 8PACING 2X4m SECURE TO BLOCK W/ • TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 7 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2X6= MUST BE ON OUTSIDE 4 SECURED THROUGH SEOURE 15LOOK W/2-V*' NON-STRUCTURAL 3(r' TAPOONM15ED MIN I Y4 (MIN, SHANK SIZE .10 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIR EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 18'O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X&m ❑ SECURE TO BLOCK W/2-%, Y.' O.SJ5. X 4' MIN. TAPCONS (MIN. SHAW SIZE J45 DOOR CASMG 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. MOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +i-IS I,Q" %i MIRDOX To BLACK +1-16/1a " SCALE: N.TA. 2X4,m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IVO.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/1-%* NON-STRUCTURAL V TAPCONS TAPCON MIN. 1-)4 (MIN. SHANK SIZE .149 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8, CMU WITHIN 8' OP EACH END 4 JS' DRYWALL I2 O.C. MAX SPACING. I'X4' OR I'X2• P.T. NAILER 'm SECURE BLOCK W/3-%' CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y4) NOTE: 894IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BIA)CK +2 1�} i1 RLNLK)N 7'0 BLACK +1-1" inl WINDOW TO BLACK +2 1!4 " BCALE, N.T.S. �' E, N.T . 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN e' OF EACH END 4 NOT NOTE, STRUCTURAL 2X O.C. MAX SPACING. MAT BE ON OUTSIDE 4 2X bm SECURED THROUGH SECURE TO BLOCK W/2-'NON-6TRUCTUR4L VTAPCON MIN. I-Y4 (MIN. SHANK SIZE J49 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8• CMU MIN. EMBEDMENT I V)K' DRYWALL WITHIN W OF EACH END 4 18' OZ. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/J-%- TAPCONS I EL DOOR CARING (MIN. SHANK SIZE .145 Ld#rlrDOOR MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 JAMB OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER 16, O.G. MAX SPACING MANUFACTURES DETAILS. ror• ••r 4 Raoao DcmA•j DOOR JAMB TO BLOCK +3" El\ MINOR TO BLOCK +3" \�SCALE, N.T . 2X4m SECURE TO BLOCK W/ i(•' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4 ) WITHIN8' OF EACH END • NOTE, STRUCTURAL 2X 18' O,C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL ' TAPCONS(MIN. SHANK SIZE TApFENMIT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8, cm WITHIN 8' OF EACH END 4 K• DRYWALL 18' O.C. MAX SPACING. 2X&.m 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-I)(e' 2ND 2X SECURE TO TAPCONWMIK SHANK SIZE STRUCTURAL MEMBER 145 W/lZA2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTAC 4 TO 2X PER MANUFACTURES DETAILS. NOTE+ SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" F BCALE, N.T.S. I TO BLOCK +3" 2X4m SECURE TO BLOCK WrY4 TAPCOJS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE I 18' O.C. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL W6' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAPGOJBlMIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE -AM , CMU MIN. EMBEDMENT I Y4)4AANUFACTURES ' DRYWALL WITHIN 8' OF EACH END ! 16' O.C. MAX SPACING.X4' OR DO' P.T. NAILER 2XSmSECURE TO BLOCK WA-1Y.' O.SJB. X 4' MIN. TAPCONS (MIN. SHANKSIZE J45DOOR CASING MIN.HEAD SIZE 300 MIN.EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8' OF EACHEND TTACH TO 2X PER IB' O.C. MAX SPACING. DETAILS. rnr<. w+,r r®ao ro �+� x• roo nor a+eINo A•, DOOR JAMB TO BLACK +3-7/16" G WINDOW TO BLACK +3-7/16" E. N.TA. 2X4s SECURE TO BLOCK W/Ys' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8- OF EACH END 4 NOT E: STRUCTURAL 2X NOT 18. O.C. MAX bF°ACMG. OT BE ON OUTSIDE 4 2Xi� SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL )(•'SIZE T MIN. I-Yi (MIN, HA N. SSHANK J45 EMBEDMENT INTO BLOCK EMBEDMENT MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• CMU WITHIN 8' OF EACH END 4 Yj' DRYWALL 18' O.C. MAX SPACING. I.X4. OR 1'X2' P.T. NAILER Lj 2X8® SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J49 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" %Ts1 1►INDOK TO BLACK +3 3/4" as SCALE, N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-7746078 FAX 407-774-4078 www.abdosigngroup.com L AA 8: 0003325 i t � Q o m C 14 5g ausDIV. & L0751 SILVERADO LOT #25 BLK #7 PLR:OJKr'CT#I 04128.002-25071 MODEL: 4EBB "1828-CALL" GAIRAGE SITIMG: RIGHT PAOE: DETAILS 150 MPH EXP. B APPROVED SUILOP4 WfAP SMALL R! LAPPED A MINIMUM OP 4'x4' KELP-ADHERSW MEMBRANE 6' - VERTICAL LAPS (ROLL PLAMILG (COMPATIBLE W/ MOOSE ENDS) / 6' • HORIZONTAL LAPS. UARAP MATERIAL) OVER 4- ALL GEAMS NEED TO BE TAPED LATH VERTICAL LAP TO OE 1' APPROVED FICU6E LLRAP. (` WITH PORTBER MIEATHMG TAPE FLAMING TO RtxlmlD ONTO MP0 f' \ r OR LESS PIPE � 6'x6' SELF•ADFERMG MEMBRANE PII:FOR'!D CONTROL JOINT i —' -� i' THICK S COAT CEI'ENT / FeNETRATION ?. FLAWGC Q COIVTIS01. JOINTS T \ F'L.4STER \ , FLASHING ERI AL) O E R W/ HOUSE WrWP MATERIAL) OVER MEMBRANE T - GELP-ADFERIG FEINDRME BE WIRED TIED TO LATH • S' UAR6 LAYER 4, FORTlISER / \ k ,:._ APPROVED OTC. MAX (VERTJ �f. DO SUILDMG PAPER / P Mel LAP . r TAL LATH \HOUSE NOT FAGTlN CONTROL JOINT TO \ j PLAewMd: rO ExTmrD alrO I"" 1441 N. RONALD REAGAN BLVD WALL EVEN !STUD EXISTS LONGWOOD, FL 32750 BEYOND EXCEPT STAPLES IW APPROVED METAL LATH 1ft' LHi MAY I E USED TO TEMF-. FASTENED -7 (YEW.) O.C. MAX X X X 1 PH: 407 - 7 40 8 SECURE CONTROL JOINT AT SUPPORTS X X X FAX: 407774-4078 DURING INSTALLATION— — — CUT AND OVER.AP ONE SIDE OF www.abdoslgngroup.00m uARO LAYER % METAL LATH 6W"'b MEMBRANE AA N: 0003326 PL,AONI4G CUT AND OVERLAP Q! SIDE OP SELF-ADFIERING MEMBRANE WOODS � STEP sl .STEP °2 PLAS14M6 • T' OG MAX VERTICALLY WOOD MEATNMG uAR6 LAYER M, R LANE !COAT CEMENT PLASTERS uARO uYEI! •L I STUCCO WrrAP I STUCCO u tw a ,.y . •' METAL LATHMOLAYER 7, PORTIPISER ` x ; + �• RAN LAP r / I MUNSET LAYER 9, FORTlIBER MO LAY PAPER n:I'' I fit LAYER 7, FORTIFIGER BUILDING PAPER \-_r— _- I STUCCO 6k6' SELF -ADHERING N'ICMBRM! PLAGWNG OVER 4'x4' I GELP-ADIE MEMBRANE a+i.T• r6a SHEATHING INSTALL PASTENERS (CLIPS. 9 _ OVEINCloR OVER APPROVED LATH MIALL NOT WOOD ESSEGIRE HOUSE � �• "CONTNUORM .•Tor .•To A• I REWIRED TO R_ASHSr. rO r.>ct� ONrO PIP[ n BUT /i PIPE/ WRE TO PRAMM WXW SELF-ADMERNG PIB'BRME JOINTS I'SE STOPPED AND _6m FLAMING OVER APPROVED TIED AT EACH MDE r nN LATH— o e�.ur_ TO lx1BJD ONTO MP[ MLOCICRT PER ASTM CIm69 F-LAC DE FLAT 110)A \ PLACED FLAT MAX. i' i0 S' ' ALL LAM PROM CONTROL JOLT LLT4ell rlQIIL CONTROL JOLT FALLS ON STRUCTURAL STUD LAP 2 SCALD• I I!)•.1'.p• ii' CONT. DEAD OF SEALANT L PAGRIlRS POR LATH TO BE NAILS OR _ i INSTALL APPROVED NOUSNRAP AIR STAPLES N C MPLIANCE W/ ASTM 0I6631 INFILTRATION BARRIER OVER 2. WRE TIES TO 0E (NO. 1010�410- WINE/ "ATHMG & BLOCKING 6HOM MAY BE IN ADDIT TO WALL STUD° POWORED PER PLAN / \ EL OTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH W. m m & PAPER DETAIL \ / WOOD °11GS SECTION PER SECTION RnS.7 SSIRbfIRSYrm eRd owmofu° SHEATHING E>medm use of poMsnd —M PIasW S DEI�iAP6 OR METAL droll mmPly %oh Us epWlo"on PLASTER SAGES SHALL regw—nt. of ASTM C 826A2A PR MMSECURED BE BUILDING— f-AM M .• nN IMalledon oferiadar WNnp and fnmmu O' M" TYPE CONTROL JOINT THEY SMALL BE TIED LYs eheA mm y wiM, ASTM C 70f13-12A Rozo UNTW CAR41G-K (171-MIN) 6TUCCO Yy Ix . uTH WRUE AT MTERVAL6 NOTs IX • PAMIORE THAN S'(221l-MM).AS PER ASTM C1068 � LReII.DNOAI�.Pr.A Oz LRe9ANRWO.R.A 3A PIPE P NETRATION DETAIL (FRAME) ® '�"'•^° ® KICKOUT POR� PAIR OF TEARG ® IN Wm LAYERO TEAM HORIZONTAL LATH N,T.S. DETAIL MAY SEPATCIED & PAPER DETAIL w1110USE UIRAP TAPE PER MANUF. SPEC. OR Faro PEEL I STICK w Oo►WARrD. ® LRgOMIAtfl.Pr.A Cc WOOD SHEATHINCt OR CMU L CRIAW . Pr. i '. CIEAse • Pt. It, WR5 LAYER h, L oRRRARR . Pr. c L CRI"I • M. C � STUCCO WRAP (FRAME ONLY) ♦ FOLD Pf. G MM Pr. a "J. Pr. c TOUCH" tt ® 00770M1LAN= THICK, 3 COAT CEMENT PLASTER (FRAME), z COAT E G E N D CEMENT PLASTER TER (CMU) METAL LATH (FRAME ONLY) LAP WR6 4 TAPE OVER DRAINAGE PLANE (WRB • ®ReTLo ® 1 Ienrxn11e11 ar-RxFn LAYER 01, STUCCO LRAP) MTRR ARALpQ IYmGo.OW a. k THICK S C40,,T CEMENT Z 9'X5' 'L' TYPE CONTINUOUS UJRB LAYER "2 (FORTIFIBER ...... A-AsTeR^w quIffac'"T L GALV. METAL FLASHING CM-WF%4kVnM(O Z (NAIL TO ROOF DECK, NOT BUILDING PAPER) WlS LAYER'2,PORTlIoeR WALL SHEATHING) SUILDMG PAPER(Plat OWY) VM LAYM-L �+ CAP SHINGLE - DO NOT NAIL, METAL LATH x—x—x—x CRLr) INSTALL WITH ROOF CEMENT svaaIV. Z LOT SILVERADO LOT #25 BLK #7 PROJECT1011 04128.002-25071 MODEL 4EBB "1828—CALI" GARAGE SWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LAP IATRIM VP NUIDM RMP era NALM RLmm "OP 1MAN%"0 STUCCO ' mum a° cm �CEMENT w ROOF PER ELEVATIONS ReRrwe WOOD SHEATHING MAUr '`� SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION Hor2M — "MR Twit a,& come ale ROLORR 92111=1= R-103.71.1 / ASTM C-04-1-09, MIN. 2.5 L55. MM illpm,maven"PER 5a. YARD (UTILITY OR NOMINAL A oe/zo/i9 ORl RmAR. OATRM • RI/ImeloGi101i CAL>ER: 1/4"=1•-0" mrlRe N• 06dd T'*°• Y PA.�.Re.P LATH DOES NOT MEET SPECIFICATIONS) sPIEET 'A"m"a`"A" O" s" FLASHING WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. WaLENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO DE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. 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,Yi CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exterior Whin and *Aedw 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. WRB LAYER -1, '.X: STUCCO WRAP II I .; HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH LLRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 82 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER -1, UNIT STUCCO WRAP LAYER @, FORTIF15ER PREMANUR DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD TEXTURED —FINISH CONSTRUCTION f MN1 •WOOD FASTEN TO WOOD STRlCTURAL SEALANT • MEMBER • 1. Oc. MAX TOP t SIDES a' CM Y Ii. TOIj' MID-UWLL seeP acwEED 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (NSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, NT.S. STRIP SELF OE FLASHING, CLEAN Y BEFORE APPLYING V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER N, CUT OPENING IN STUCCO WRAP APPROVED NOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER e1, SELF -ADHERING STUCCO WRAP —19 MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHI MEMBRANE FLASHNCs OVER BOX AND OVER APPROVED WRB LAYER 01 STEP #1 APPROVED WOUSEWRAP BELOWELEC. VERIFY LOCATION METER FIELD IVAPPLY ELEC. METER FIELD VERIFY LOCATION GUT SUCH TWANO MEMBRANE ENTERS BOX, STUCCO SCRATCH COAT APPLY TO FAA AND ONE (1) LAYER OF PAINT EDP PRIOR TO INSTALLING ELEC. METER STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM — "— "' "" ""' 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LAFF43ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER be MI GRADE .0. FELT-PROVII SEALANT AT JOINTS AND INTERSEGTIC APPLY be MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP STEP #3 a. STEP *2 WRB LAYER h, STUCCO WRAP IWs MEMBRANE PLA MEMBRANE FLASHING UM LAYER #2, FORTIFISER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP 05 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA N: 0003325 s a ypi 6 O Q BUDDIV & LOV SILVERADO LOT #25 BLK #7 [PROJMT# 04128.002-25071 MODEL: 4EBB "1828—CALI" GARAGE STIMO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B rr ATE: 08/20/19 CALL 1/4"=1'-0" SHEET WA2 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1�1 I1 1/8' TEXTURED I 1 FINISH a WOOD I 11 1/2' TEXTURED 1 FINISH a CMU 1 1 METAL FASCIA 11 WRAP AW FROM 1 STUCCO, 1' FROM 1 WOOD WALL 11 1 EXTERIOR WALL 1 (FRAME OR CMU) 11 NOTE: NOTCH FOR 2X6 11 \\ SUB BAND ONLY ®ELEVATION •I 1/6' TEXTURED 1 FINISH s WOOD, 112' TEXTURED FINISH • CM x METAL LATH x x x x x x x x METAL FASCIA WRAP - WOOD SHEATHING x x x x x x OR CMu S UM LAYER •I, x x x x x x I STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x UIFi1S LAYER 42, FORTIFIBER x x x x x x x x x x x x x ----- BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 Sue BAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x. x % FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT © FLAN ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED 11 FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) i— 11/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH IS CMU '�,,! 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL® WALL II I x x x x x x x x x x x x x x x x x x> x x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT A x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x J W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-0' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-8' x x x x x O.C. MAX. x 2x SUB -BAND W/I4'x4' NOTCH a END 10, METAL FASCIA WRAP ® PLAN A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I5'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 144I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA#:0003325 �a a 0 aUBDIV. Ae IAT SILVERADO LOT #25 BLK #7 PROJECT# 04128.002-25071 MODBLA 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B r *ALE:- ly4"=1-0" BHEET WA6 39'-8" — —FM-12X12 — — —w ---FM•12X18------X IN I N €0 a" CONC. F- F I I� $ � SLAB I� w I ILL y a *:3 1/2 1.q" LF-24X24 10 I • 1.1 1 I— 1 FM 12X18 EXTEND 1.1 1.1 I I SLAB 1 1/2" � I• I 0 I SLAB N F� I I N I I I Ix I• I I� I .I I I• I 6", 1 V-8" I I 1 4" PVC I I Y I N I *:"/2 ` 5 " 0 3'- I I I I 1 EXTEND SLAB 1 1/2" 2 )4 CONC. �I m FM-12X18 SLAB a X ' �, I -3 1/2 N al I 3,-4„ I L b 2 +-7 1/2 1 1 1.1 FM-12X18 1.1 J FMC-12X18 FM-12X18 FMO.12X1 4 4 1.1 1.1 3'-10' 7.8" 16'-0" 2'-8" FOUNDATION PLAN SCALE: 1/4" - 1'-0" r4" CONIC. SLAB D+00 TOP SLAB V� 3.6 *: FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'4% 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. 11.01NDICATED #5 BAR, =INDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.36), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE *5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TO SH?RT LONG FMA2X12 12' CONTINUOUS 12, - O s FMA2x18 12' CONTINUOUS 18" - (2)#5's FMAISX18 1S, CONTINUOUS 16' - s FMC-12X18 12' CONTINUOUS 1S' - s VARIES 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngmup.com l AA #: 0003325 as �1°C$e eUBDM ae LOT: SILVERADO LOT #25 BLK #7 PROJECT# 04128.002-25071 MODELS 4EBB "1828—CALI" GARAGE 8MMO: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B 7C L, ATE:,, 08/20/19 SCALE: 1/4"=1'-0" a s1 30" MIN. EACH WAY L MONOLITHIC FOOTING Z. t z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED T $ CELL SEE PLAN FOR SIZE AND g Ii O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS > Il 0 ¢G�Q SPACING REQUIREMENTS } t .- _ jI ...(((...���ZZZ.. s- �j �c GARAGE DOOR m V m J W I Is. .'. T� °. pd//11c RECESS wCL < I FM g5 Z oO N 8" CMU WALL O 8" CMU WALL . I I > CORNER BARS, SAME SIZE AS BAR W W e' b Z ' ° {I IN FOUNDATION WITH 30" LEG EACH B. °I�( W V US �r•1a--^�4--err--' TOP OF SLAB 0' TOP OF SLAB I WAY AT ALL CHANGES IN DIRECTIONS I ,. "� SO THAT THE STEEL REINF. IS CONTINUOUS UJ MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB ISOLATION a ..� SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4 CHAMFER (I -STORY) 18 - VARI SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4"CHAMFER (1•STORY) I.I li v. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE `" �i0., MASONRY UNITS SET AT ELEV. W/ 1/7' J01NT (WHERE i • - 6 CHAMFER (2-STORY) M4 2W' yyl 1/7' ISOLATION �, < e" CHAMFER 2-STORY) . pp APPLICABLE) z SEE SCHEDULE 30' JPLICABLE) OINT (INHERE AP i 4. i EE SCHEDULE Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING � FOR WXD, BAR SIZE � #6 �„ � FOR VVXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO 42, EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SDALE:3/4"=1•-U' 2 @ GARAGE SCALE:3/4"=1'-fY CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=T-9' W oa I NEW REINF. BAR O a SECURED W/ 2- PART g 2" CAPPED a I EPDXY. MIN. EMBED GALVANIZED PIPE Q 6", UNO W/FLANGE 0 BASE Q FOLLOW ALL MANF. N Q I SPECIFICATIONS FOR pi USE AND o� PREPARATION OF HOLE. Ix SECURE FLANGE TO z SLAB W/(4) VIC X 21/4" TAPCONS 4" CHAMFER (1STORY) 6" CHAMFER(2STORY) ADDING BAR TO ��� BOLLARD rpg� MONOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z f of W U a U) p V- M. WALL r- -a' TOP OF SLAB Z .le SEE SLAB SCHEDULE z - "ISOLATED" COLUMN PAD ° CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH < -- — - FOUNDATION AND SLAB 'T SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 10 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003326 l t ja V i w C F-BUBMIM ec LOT: SILVERADO LOT #25 BLK #7 PftoJECT# 04128.002-25071 MODEU 4EBB "1828-CALI" CARAC]C il11INC: RIGHT PACE: DETAILS 150 MPH EXP. B 3 W iid[ilielzLo1i*3 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 Wl (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ iOd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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'). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW] T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.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, TO = THROUGHOUT MARK DESCRIPTION (fc pal) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx8 (1)#6 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 411IM-06BA SAFE LOAD PLF TYPE &1B eF4,Na eF12as a»46 eata4e eAuae eP»46 eF32w TYPE — — RCA1 LENGTH T4Y (42') PRECAST 2231 414r (4S') PRECAST 1966 4'4' (549 PRECAST 15W 64' (64') PRECAST 1217 V-10' (70") PRECAST 1002 C4' (IC) PRECAST we 7'4' M PRECAST 743 V-4' (112') PRECAST 554 104' (12r) PRECAST 475 114• (136) PRECAST 302 1?4' (144') PRECAST 337 I" (16n PRECAST 206 uw (16" PRECAST 219 14'4' (176') PRESTRESSED N.R. lf-C (184') PRESTRESSED NA Ir-e *1101 PRESTRESSM NR 194' Mn PRESTRESSED NA 214' On PRESTRESSED N.R. 22'4' (264) PRESTRESSED N.R. W-4wr PRFSiti �111=11m==< l 0Kmm0wzA�0 D KzmOmO� ma0000m 00�0� 0��0�00 mO�Q��mE� 00�0�00 mmomoom 10movo�r cmmm:x000K=mv mmoomo*�r' 000©m0 OmmO©�'+4qQ oommoo0 OD00m00 oomomoo momom�v ©�m0®00 O�m0��0 0©00�0� 0mmm�Om MZMELMOUNI0©"" �0©lrm©mcmmzm 0�00®00 ��00©m0 K200""ml:m (1H67 NR 1n I 144 1 4p 1 4M 4M te4t 179P (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION - ALL PRECAST PRODUCTS ARE TO SE WTALUNI PER MANUFACTURES SPECIFICATIONS 3'4' (4T) PRECAST 1M 1024 15N 4'4' (4n PRECAST 786 769 1309 4'd' (N-) PRECAST 592 591 1073 S-C (84-) PRECAST Nt 411 746 SAW (Ar) PRECAST 340 330 616 ea (M PRECAST W7 721 490 r4' (W) PRECAST 424 534 393 V-4- (112M PRECAST 328 512 230 1v4' (126') PRECAST 204 401 180 11'-C (135') PRECAST 280 482 154 12'4' (144) PRECAST 244 402 137 1Yr (180') PRECAST 217 324 110 14'4r (16n PRECAST 206 1 203 1 100 14'4' (176') PRESTRIESSED NR 264 91 164' (164-) PRE STREM NR 259 69 lr4' 9069 PRESTRESM NR 104 64 IV On PREP NR 146 52 214' Wn PRE337R6E W N.R. 125 42 22'4' (294*) PRESTREM N.R. 1 110 40 2V-W (2BB') PRUMESM N.R. 1 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /MNI SAFE LOAD - POUNDS PER LINEAR FOOT I�m�E�0�00 ��m000000 �oomoomo �0000000 OD®0©00 0�d7^.Q"2 r rE! AO ooca��a��o- Mal", 0El��]'^.L�.•C7� Q� Q1' ®©tea^�r�Eyi�Qlcr�+Q�', mo�rc',rQ'1cr:�n, ®moor, ��r_ caalcr+ @!1C3!1G7 . (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVIDE W4MUM C OF BEARING PAST EACH SIDE OF WBIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 1"126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA #: 0003326 i Ca o >9vDDIV. Ae IAT SILVERADO LOT #25 BLK #7 PROJECT# 04128.002-25071 MODEL: 4EBB "1828-CALI" GARAGE !!MINKS: RIGHT PARSE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B A La =1'- W NOTES TO THE INSPECTOR/CONTRACTOR TYR nle'„� 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM _ � 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHT. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HE O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1>K \,\,E TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR Sk06' 'rp S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#6 TOP OF THE LINTEL. I, g" I- 1441 N. RONALD REAGAN BLVD A \N 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REBAR W/ 10' HOOK / g�� LONGWOOD, FL 32750 P$ FrG BOB DBL. BOND TOP OF 48078 EBEAMACH COURSE ARIPH: 407-77 RSE BBOND BEAM FAX: 407-774-4078 • / `i'L G www.abdoslgngrouP•com \�\ 8x8 BOND BEAM TOP OF AA #: 0003325 F =FILLED WI GROUT • Oe�� W/ (1) #5 BAR .ti BOND BEAM I ,Y\OU =UNFILLED GROUT SOLID FROMNOMINAL t3,a'TYPICALf LINTEL TO TOP OF BONDWIDTH #5 BAR IND BEAM %# OF #5'S, IN 2ND BOND BEEAAM COURSE �/c BEAM SEE NOTE 5 CORNER Aot16-1 T/1B 5 �Ei p� �e NOMINAL—� Q� HEIGHT # OF #5'S, TOP 9 BOND BEAM COURSE 8x8 PRECAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING - 7' DR MASONRY 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT THAT XFXX-1T/1 M/08 INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM PLACED IN LINTEL 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0 LINTEL, W/O STEEL (0) REFER AND XFXX-1T/0/M/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' O.C. MAX. MIN 1-114" EMBEDMENT as � �T t �y tPi ul • a 0 opp l O aXs4a I I 1 1. 9 j: LLLL . 3 PRE -CAST . 3 114" - 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6' SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT V1 2x8 (MIN 2X 3)2.3/16 as TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING Q 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18' O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT TYPICAL MASONRY WINDOW T/MUWALSHEATHING CMU WALL SILLCONSTRUCTION '* SCALE:112=1'-0" C ARCHWAY FRAMING DETAIL - J SCALE: 3/4"-1'-0" SLTHDIV. & LAT: SILVERADO LOT #25 BLK #7 PROJECT 04128.001-25071 MODE2A 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B ARcfrrEer, 8rA7E OF FLOF�A i NO j ATE: 08/20/19 SCALM: 1/4"=1'—O" SKEET S2.1A 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" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Dd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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. UNTELS 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER C 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 U-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 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 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.' I C,11 _— _T--r— x p tl CJ1 I qd N CJ3 II N tl p N II Na n II x B 3A II fl II II II II A x to W5 aria a n x I n n x It it a a it a n n = CJS 3.t I 1A — — A14G 1 aa�. �: .—as®saaaaa�a®aaa�a—s aaa:Qaasaaaa:�, a—a—a—a—.—.—..s ..—a— .—.—.—--- W —a—a—.—asses to a .y'A — .—.a�a—. fig. .a�aaQaa—:—a .1 a—.—.—. PRE -FABRICATOR .—.—.—a—aaaa.a—a—. T"8 o w o.Q MAX. — — —_—_— a--------.—a—.—a 1A —.....sass.—=—.asp. .—.—.—.—.—.sue. I ATTIC I ° .—.—.—.—.—a—.——.—..aiACCESS I �.—a..a. .--..�.—.—..X AlA11 A13 ® 1A a — — — 1A 1A L9L_ a 1 •1 1A s—. .—.—.—a L. 1 A16 7 8 7 8 1 .1 ,1 .1 FRAMING PLAN SCALE: 1 /4" - 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX- 407-774-4078 www.abdesiBngrouP•com L AA #: 0003325 �a etMDM Z LOT SILVERADO LOT #25 BLK #7 PROJECT# 04128.002-25071 MODEIU 4EBB "1828—CALI" GARAGE 9WING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B IF PLYWOOD SHEATHING, SEE mm"814 # 1175 UPLIFT USP "ROOFWALUFLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4" x 2114' FASTENER SCHEDULE' TAPCONS TO CONT POURED LINTEL A41)USP HTA16 TRUSS ANCHOR WITH (9) 10tl x 1 ilY' TO TRUSS. FUV 80 # 1800 UPLIFT (2) USP B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d z 1 1/7' TO TRUSS EA STRAP. 1-17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM iz2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) TAP CONS MIN. T B ALLOWABLE UPLIFT=U:2430 LBS, L:1310LBS (2 STRAPS) APART REPAIR OF MULTIPLEQOVER7 TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b SCALE: 3M"= 3 GIRDER C0NNECT0R(S) SCALE 34"=1'-0 (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-W TO 30'-0" (1)1C BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 1/7' DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 8" SEE ARCHITECTURAL MIN. EMBED. AT 370C MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 P.T. PLATE W/ 126%6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED � 10-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE:3/4"=1'-(Y' NOTCH DEPTH 114`0 HOLE EDGE >5/8" THE USE OF ALTERNATE MATERIALS MAY BE HOLE DIAMETER <2/5•D SGL. STUD USED SO LONG AS THEY CONFORM TO THE 113 of FOLLOWING SPANONLLY SPAN O HOLE EDGE>SX' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE oll THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, BTM, HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 315•0 DBL. STUD SUBJECT TO Ft AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/7'=1'-0" 11 ALTERNATE MATERIALS 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdoslgngroup.com L AA A: 0003326 q W. s 'z I I L � !LA 0 9UBDM & IAT SILVERADO LOT #25 BLK #7 PROJmCT# 04128.002-25071 MODE7s 4EBB "1828—CALI" OARAOE BIWMG: RIGHT PAGZ: DETAILS 150 MPH EXP. B 08/20/19 CAI3: 1/4"=1'-0" s)1 ZET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O OD PRE-ENG'D WO SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING Q VERIFY SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 10 DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 26 P.T. PLATE W/ 12d's 6" O.C. MAX CONC.POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) 10d's EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" 1441 N. RONAL.D REAGAN 3L LONGWOOD, FL 32750 PN: 407-774.5073 FAX: 407-774-4078 www,abdosigngroup.com L AA 8: 0003325 .l. C SOHDIV. ae LnT SILVERADO LOT #25 BLK #7 PROJECT 04128.001-25071 MODEL& 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B MUM GABLE -ENO HIPRWF W ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 740 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WAND EXPOSURE: B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.S. OR I/Z' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W! IN 4' OF GABLE END ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK 2117' 0.120" 170,000 RING 116-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EKTTERIOR SHEATHING USE 1l7' CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Sd RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES J , \ LL Z = TQ U f/ _7 i 7O z z z 05 05 (K� N z a z� w 2 (D w z �U O Z `v z rc 2 • [W[�D KUN LU U � O W m CL TOP CORD BLOCKING ATV O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RnnP sHPATu1Nr _ Emma=I `11 ROOF SHEATHING LAYOUT AND FOR GABLE ENENDWALL DBRACING FRAMING Sd RING SHANK GUN NAILS &'O.C, IN FIELD Sd RING SHANK GUN NAILS a 12' O.C. IN FIELD or Sd x 2 10SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.8+jN FIELD J\ TYP. 314" T&G SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN GONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 881 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND RISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD non wrrenl 1 n,,.r RTM raa ­­­= DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 Psf TOP CHORD (7 PW w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 PST BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1OpSf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. PROVIDE S%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER WOOD, NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER All SLABS-0N-0ROUND MERE INDICATED ON ROOF SHEATHING LAYOUT AND FOR GABLE ENENDWALL DBRACING FRAMING Sd RING SHANK GUN NAILS &'O.C, IN FIELD Sd RING SHANK GUN NAILS a 12' O.C. IN FIELD or Sd x 2 10SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.8+jN FIELD J\ TYP. 314" T&G SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN GONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 881 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND RISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD non wrrenl 1 n,,.r RTM raa ­­­= DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 Psf TOP CHORD (7 PW w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 PST BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1OpSf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 psf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. PROVIDE S%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER WOOD, NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER All SLABS-0N-0ROUND MERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS SEAMS UPPED B INCHES AND SEALED NTH ADFESIVETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 8th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE HOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS MATH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WARE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WARE MESH FOR SLABS SHALL BE SUPPORTED WITH Z' CHAIRS SPACED T-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 38" X 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS-GRADEBY LUMBER AN ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND 9 SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL TAN FORMETAL-PLATE-CONNECTED-WOOD TRUSS CONSTRUCTION: AND 'TPUWTCA BCSI V STANDARDS O COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED ASA GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 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: 10psf, 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. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE LE GARAGES: 50pa1, ROOMS OTHER THAN SLEEPING ROOM: 4ops1, SLEEPING ROOMS: 30pd,, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION p.f MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm= 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W RD UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM " " CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSMAllS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT, LATEST CATALOG. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 psf, FOOTING EXCAVATIONS AND SLAB SUBGLEAST SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST BS% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S+I- PRIOR TO THE ADDITIONOF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REGUREMENTS OF ACI 301 AND ASTM C44 OR MEASUR NG, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX 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 OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-112' FOR 08 AND SMALLER 2' FOR #B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3I4' FOR SLABS, WALLS AND JOISTS 141r FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE 'M' OR W 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 SWILL BE 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36. Fy - 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 kN. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ow. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTON &ZE TYPE SPACING REMAPo(9 APPLICATON SIRE TYPE 9PAdNG REMARXS 1-TFU-TO MASdIRV I CONC CAGE HAROE2IED WIL NNL 1 1IT LONO. 3. 0� GARAGE DOOR BUCi( To MABONRY,CONC SEE OElNL SEE DETNL BEE DETNL SEE DET0.A SGD. AL EXT. pOpRS ix PT. BEE NDTEB GABE WIRDENED.- NAILt IYY'LONG. 3.OIC 9iAG0ERED VANOOWIDOORI FASTENED INTO MABONRYIdJNO. OPMOE DOOR SUCN TO MN30NRY,COW BEE DETNL SEE DETAIL SEE DETNL SE£ DETNL wINGGwalac CASE MRDENEoaXL s•ac wlNoowOoorM PASTe1ED MEru srRAP To CONTACT THIS ENGINEER FOR SPACING ,. Pr. eEE NOTEe NNL11a Lda. STAGGERED Mr. wsswmc�Nc. MASawrlax4c. REQUIREMENTS E%i. S,MNG DOOR 1z13'16'W0. 'TPPCOM „n' EMBED, B' END NON-SFA 1 W000 1IT'° EXPANSIIXJ C" EMSE0. 4'END Bl1CKA PT, BEE NOTES NO WASNER FPeTNER 1B"O� dsT., 1-EDGE DIRT. WALL TO di NO. SUB w, WARNER BOLT DUST., 3"EDGE qBT. 'N' LEENpC�_ O.I3B'PAFx 2,,Y YOG FEND.. 1. 11? PT T _. SEE 3YI,H y�R STAGGERED EDGE deT. O BNOTEB NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND! OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAP DUTY PENS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED VV TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 J p p A C e u Q Gi �J o O�� Q iS QQ goQl 0 9 M suHDiv. & IrOT: SILVERADO LOT #25 BLK #7 1pitojzcTfp 04128.002-25071 MODEL: 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: DETAILS 1. 150 MPH EXP. B