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HomeMy WebLinkAbout35579 Stella Vast DrI 99 1828-4EBB-CAL199 ve, s HOMES 12602 TELECOM E>Fi1VE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL. CoMpLy WITH PR CODES ILORIDA BUILDING CODEt FAILING NATIONAL, ELECTRIC CODE, AND THE CITY OF ZEPHI RpiILLS ORDINANCES REVIEW DATJUN 2020 CITY OF ZEPHYRHi PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: Y DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813) 740-9715 ( / DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .no ► H MAW GM WRIOli (yam/) • ] � A� 9TA� :OCCUPANCY •CONSTRUCTION TYPE • 1@I. DTTERIOR FDRSH -BASIC WDND SPEED '��E • 1-STORY RESIDENCE •2-STORY RESIDENCE �$, Rimomm, C - RESIDEIMAL, GROUP R3 - VB - CLASS H - Vui1=150 YPH VSsd=I161iPH - H - - 11AX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE LAV. LAVATORY AILTI M.C. MEDICINE CABINET ONINO MUM LUMINOUS A/Cc ADJUSTABLE DIUSTA AALY ALTERNATE NUR MANUFACTURER ED � GE �. NIETAL THRESHOLD CAAB. CENTER � ME'^LF� CLG. CERING N T.S. NOT TO SCALE CLR CLEAR G.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARAFE P.B. PUSHBUTTON C.T. CERAMIC TBE PH. PHONE D. DRYER PLY. PLATE DGL DOABLE PR_ PLYWOOD D.O. DUALIMETER ID PR PAIR rnA. DIAMETER P.T. PRESSURE TREATED M . DI3�ON RAD. DMus UP. DEEP OR FRA.EE RETURN FRIGERAIR ORRL o�� D DOWNSPOUT SPOITC RM REFRIGERATOR OIL DISHWASHER. s ° ROUGH o EST DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION SH SINGLEHUNG EQ. DHAUST SIHHG SSHF�AH ING EXT.SHOWER FG.EXEXTERIOR F.GS EXTERIOR SShwa SHOWER F.O. FUEL GAS SL. SLIDING FFINISH GL SLIDING GLASS FL R FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SILFAR WALL FFR. DR FOOTING OOOR To"SE`rECTIO Foouss GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL. T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.G.S. TOP OFSLAB GL. GLASS TYP. TYPICAL GYP. ED. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BBB OTHERWISE H.C. HOLLOW W. VAPOR PROOF INSUoRxr IISUTAnON WD. OO INT INTERIOR WDW. WINDOW TER WJ. WRROUGH�TIRON DATE DE3CRIPMN COS18&FD ARCHITECTURAL SHEET DESCRIPTION 010" Min FIC (GATT: PG Cl-COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS "/6 COS RE-W&ED OWVO SDMELEVATIONSADDED �+/m COS RE-ftED ��� FOOTNG REVFiK7N Pd2FLBONES ftfrM COS RE-W E//Iyg ADDED CUa8LE88 F001ER At GARAGE DEtAL (TORT FLYERS) Ot!!7/19 PLAN MANTBN4NCE ONW15 REV18ED LINTEL Slip AT PROW ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. IANGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4076 004A9 ADDED ADDITIONAL RECEPTACLE N GARAGE PER ULL BATSON (I'ELW SQ.FT. CALC. S ua4ne REVISED uvAc wLUES ow SaFr cart scHEa1LE n IELe� d*AM ADDED IDOEwae PING DEEP FOOTEW DETAIL I2M A (oRu LIVING 1828 Sa FT. GARAGE 430 SQ FT. ENTRY 16 $Q. FT. LANAI 88 50. FT. 06AM ADDED LED LrWS s KITCAN I BATH PER MAW BOLLES o1A311B ADDED STONE OPTION ELEVATION C N D RAWA) 011" ELEVATION SDNG•ADDED LONER • GABLE ROOF Ys' I0R5/19 ADDED oPt• S'-®' CEILING FErd•I13 TOTAL 2362 50. FT. OVOV10 REPLACE USP CONNECTORS WM4 6"%ON CONNECTORS �� EWA� RADON PLAN D�'06 STRUCTURAL SHEET DESCRIPTION PG Si —FOUNDATION PLAN PG SlAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2-11FT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.I A —DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABUM 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 DETAELING OR EXPLANATION W 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 WRLTTEN/DRAWIN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCTION BASED ON THE DRAWLING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesWngroup.com AA Ak 0003325 b k� .lIm 4 8 R$$ sUDD:V. & f or SILVERADO LOT 22 BLK 18 1pimojzc.r# 04128.002 22181 MODZL4 4EBB "1828-CALI" GAIRAGE 8WFiNG: LEFT PAGE COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE LINDER THIS CONTRACT SHALL BE INCOMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH 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 2D-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 ONWETALUC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- O' 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' TNIR;ER 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 (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GLADE 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 ROOFMALLIFLODR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SWEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUIBNiO 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 NTH 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. EXTHUOR WALL COVERN INI 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 FTNNIIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-C1063-12s. 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. FRB 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. EUERM 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) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS . 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. i"I N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 vA7abde*,ngroupeom L AA g: 0003326 MRo u c p iib yy o o sxmDrv. & LOT SILVERADO LOT 22 BLK 18 PROJECT# 04128.002 22181 MODETt 4EBB "1828-CALI" GARAGE BlIrITG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DAA rRDE; 04/06/20 SCALE: 1/4"=1'-O" 8I;EET GN SQ.FT. CALC. S LIVM6 1828 SQ. FT. G4R4GE 430 SQ. FT. ENTRY 16 Sa FT. LANAI 8B SQ. FT. TOTAL 2362 SQ FT. . u mmm un COMrOIBR AND CLADOIIO ■D LdID6 BA9C ■D EIlGl11E FOR 8 83001D OIBIB cle BI=E DOZE =110""Dow Famm MDTDE FOOTAGE MIN. WOVDOIU 10 5 24/-33 CRITERIA EXTERIOR �' IB 5 24/-31 DR. MR CRITERIA S.GD. MIN. 41 5 23/-2S CRITERIA 16010 O.HD. 112 5 2CA/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=B, MEAN ROOF HT. = 13'-0* PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIIMOt.DATB OBL. TOP PLATE 0 M BAR DETAIL A SCALE: Vl'•I'-®• ARCH DTL. B BGALE. 1/2 - I'-0' FLOOR PLAN SCALE: 1/4' - I'-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIOESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7744078 FAX 407-7744078 wwwabdesigngroup.com L AA is 0003325 S o SL7HDIV. de LOT SILVERADO LOT 22 BLK 18 P1tOJECTp 04128.002 22181 D[ODffiLc 4EBB "1828-CALI" GAP—hGM 81FMCk LEFT PAGE: FLOOR PLAN 150 MPH EXP. B DP 04/06/20 SCALE 1/4"=1'—O" SHEET Al FYPON Y OR EQUIVALENT/SPECIFIED_\ — SIOW5, AS — AS SPECIFIED I 014AKE SIDING -- _AND (TYPJ r /\—tBKTID01 OR ����� \ 61 TRIM EQUIVALENT BOARD (TYP-) 6' RAISED�AIC!�111m111m1.�,\ iilti\ BAND (TYPJ,A/I�I�I�f�111�1�1�1�1�1�1.. i� IIII;■■ ■■ IIII� DECORATIVq IIIIIlliEQUIVALENT514UTTERS OR o ICI ►�I ICI I—i IIII mIillmAI � - FLR. 0'-C' FIN. OFF RIDGE T AREAOFATIC = 2364 SCL FT. NET FREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTI LATION AREA = 2364/300 729 VENTILATION AREA SO. INCHES PER Fr.(144) = U34-72 SQ, IN. MIN.REQUIREDVFNTLATION .sx IM72 IN UPPER PORTION OF ATTIC = 567365Q. IN. OFFRIDGEVENIIATION AREA USSQ M.PERVENT %736 1116 TUTALMOFVEIMREQUIRED = 4.33357 TOTALNOF VENTS PROW111 5 'AREA OF ATTIC ISTNE PERIMITER OF THEHOUSE, LESS THE OVERHANG (I) IERIOROF WALLTO VMRIOROF WALL, NO OVERHANGS INCLUDED fib'-b' BRG. HCaT. WAI P.M. u FRONT ELEVATION REAR ELEVATION SCALE: V4 • I'-0' TEXTURED FNISH 6CALE: 1/4 " 1'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASI-ING AS PER FBCR R'T03A OFF RIDGE YENT OFF RIDGE VENT 0'-O' FIN. FLR. OFF RIDGE VENT a' -a' BRG. HGT. 0'-0' FIN, FLR40 __ e LEFT ELEVATION SCALE: 1/4 • P-0' TEXTURED FINISH OFF RIDGE VENT F-1 4 r u RIGHT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH Io&-W BI.'. I-GT. FIN FLR ►: A I >k'4 i DECO. DTL. A 6C - 15 • I'-0' -0' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesqMgroup.com AA 8: 0003325 N a Mil 6 aysa:v. ae LOT: SILVERADO LOT 22 BLK 18 PROJECT/ 04128.002 22181 MODELe 4EBB "1828-CALI" GARAGE 81117NO: LEFT PAGE: ELEVATION "D" %150 MPH EXP. B AP i�.yA�l NO D = 04/06/20 aCALs: 1/4"=1'-0" OEM= A2D ELECTRICAL LEGEND SYM/EBOL DEFINITION - NOTES .--F--.1 \�/ tl6V CUTLET 20 AMP SINGLE POLE W OUTLET uw OUTLET U2 OF OUTLET WIMP TO SMTGI f W RIM OUTLET I!a!® 0000 ANL NIBRt1ER RAMPIM RESISTANT TITE) 770V OUTLET (4) WM CONNECTION —tl— Or4 Off NATEW4WOF OUTLET GOMM FYLT NTERRItTIR HITCH eIMTCH 3-waY oPEIe $4 SWITCH 4-WAY OPER l.0 ' \vJ WALL T4012RED LIGIR CBLING LIGHT © LED CM LKM L® VAa'OR ©VP PROOF LI&a OVp VAPORPROOF LIGHT Ooneem E0 CAN ® VlLT. FIN 1 OM Pas B(A PT. mmum"T i tlNL.IGIIT I---- v FU(r IGMT (MEO'1 TBD By 2-SLLs WRAF ® AROIO (RELc�EeeeD) AROUND (SUIFK'd MIT) 2' FLUOR NIC@M 4' FLUORIECBM n 4. TRAIM LtlM O PANEL METER OSD, SMOIQ MMCTOR 'ANLy�BNRr rti 1 w 1 WYl MomfoD tl•q� pE/g}OR l%&U Rua[.uE Brila®� S/C0 ® a" �� rm0E �eD BACKAW IRacT® SMALL ea . weTANCE SMALL OF NOT Lava TMS4 ,V PEDANT LIGICT L� IYTURAL a" OPLET ► TEJD4i0NE JAO1t UAL WATER MEATER IOALALIMAili E AiA�fLSfA� DRN�T DNCO e� AWU ON FE TKIAVMION 0= OJ-BOX CEILINIS am TO as SUPPOPOW N ACLO I AMCK W BO( MIRpB7 AS SYCN FOR SAMPECTICH LNG BOX PNNNNM GEI.NG FAIN.TGi1T lb "O 1"DAp 1*=V 1 N BON ANKI D AS S C INSR®M e1L-14 FOR MANKIND INSPECTION I 24' L101R OW STOP, STRIP ft. ""'nEGGEW LIGNT sTTaP nnnnonnnn 4P INCANDESCENT LGHT STRP rLooD LIaNT RCP OFT. og=MTY IQITAO I-Q Pa ruw-ema( PM CWM me mm • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANG TO BE VERIFIED R NOFEOYKR P11E-CONGTIB)CTION ..=. INS, • ALL IS 4 2e AMP BRANCH C6CWTS TO BE ARC FAULT PROTECTED PER ELECTRICAL PPOVIS101M OF MM aT31 mR1d AeTI] 4 NEO 21Da 2eu mlTWK • 20 AMP DEDICATED LALORY CIRDIIT. • ON . ELAND (NOT ON KnG18i CIRCUIT) • DMHUASIER DISCONNECT TO DE LOOKOUT N PANEL • BATHROOM EXWY)ST PAN TO HAVE MK CAPACITY OF 90 CPM INTER ITTENT PER ELECTRICAL PROVISIONS OF SECTION MOMS PBOR ATY ®ITIO4 r2M1 • LAUNDRY ROGM RECEPTACLE NL4LL BE DAION O FAULT GRG)IT-NTEIBNPTER PROTECTION PON FEIRBOTe4E1 ON FElom • UR1 G 1•ETNOD SMALL UE MON METALLIC CABLE PER ELECTRICAL PROVISIONS OF most by" no tmnz • ALL WORE TO COMPLY WTH ELECTRICAL PROVISIONS rarlR i1N ®L7gT2 OF TIE,16 ammimew TYPE PER Der �Ssmmsmy ORMEIMMAL ENERGY OWNER'S SUITE PRE -WIRED �\ CLG FAN \ BDRM. #4/ PRE -WIRED CLG FAN CEILMG LIVING ROOM C` ? MTD. LIGW PRE -WIRED` TO BE �. ..� CLG FAN NSTALLED• PRE -WIRED L' ! PROVIDE J-BOX FOR CLG FAN OR I OPT. FAN 1 ry DINING 1 I ROOM i — 1 I w — --- WIITC 4 IN 'LUJ � GABII�T I \ _ _ _ GFI L _ _ L GFI / A•I•C• I ��----- I . `\ 1 Dw SINK I OUTLET ! ;LAUN• FOR DW / --- - li - ( f IC[TCHEN u I RANGE / GFI 0 GFI 6 L 7i� �B r %fib IRA I/\I L--1_,i U F-----� / I_ / L__ J / BOLLARD / AS REQ PER BLDG. Wall MOUNTED CODE LIGHT W/SIUITC41 IN / / ATTIC / METER ET KEYLESS FIELD FIXTURE VERIFY IRRKaATION OUTLET a 48' APP. wl ARAGE ! j HOOD WIRE Wr OUTLET FOR 1 Is MICRO i BDRM. j II II ; �JR� � PRE -WIRED I CLG FAN I t 1 L II II I BATH 112 L \\ BDRMJ 0 \ PRE -WIRED CLG FAN \ — — — — — — — — — — — — — — — — — — — — — —// COACH LKaHT ELECTRICAL PLAN SCALE, 1/4' . 1'-0' W P Panel MANY - A PANEL 8116 wp ort baakM VOLTAGE: 1201240 V-iPh NIAN: 150Amp M.C.B FEEDER 3.it CYTHVM O 1-.6 Cu(G) in l l2' C. OR 3-OM AL THWN B 1-06 Cu(G) in l 12• C. WN. rals Y. W w14r larWIllO to wm. I I 4a. I tm0 1 2.2 �7,. 2 m M.IUM Pp 1W0 9U:1 3Pw4 ] a PANEL -A PANEL: 42olt beaker VOLTAGE: 120124OV-lPh MAN: 150Arnp M.L.O. FEEDER "I Cu THWN A 1-96 Cu(G) m 1 10 C. OR 3-JIM AL TNMN O 1- 06 Cu(0) iR 1 12' C. P4Pe RI. Is— ar.w Lbata wa4. Ga4cl _ Rv PoN Thin 1 m AY Ism 1 2 m R4n4. So 2 E 1 m Mcm...Jt"o4GFl tam 3 4 1 m 5—Alfp— Imo 4 e 43ro VM.RWr a 2 no 1 m 1li00 ] a r.4 1 m fK"n MAFCI 19m 9 Io I= q oFl m 1 .12 I m I.&GFI h Imo 11 12 I= DtlIRssl wi m I .2 1 16 JM018.442A.Y B.sRAFa af10 13 14 640o Cyr GFI m 2 NO I 16 "a mo 1s Is 1 is 1Atla. Pa.y, a Oa AFa m0 1] 1s 1so0 wl m 1 N2 1 Imo oA oFl m 1 W2 Bz 1 1 1m law44JGn AFa Imo 21 1 22 im0 /Ert.tr Usa Ace m 1 1 N2 m a X a 1Do eao a.pr4su.Asa Ga.M1 9alcmnAFa la Is t 1 su .14 n a ftw. 29 m I0 W al4ld. m 1 ill 31 3z 33 x 34 b M. sT 4a 2 x AA: A14)f s KVA. m% ssis N 41 40 42 Lola' md.m.�4 W"cVo(a.v lfYn. 1mW 24TW Latl ml.�.n4trb NW14i.alYie D.numd actor GruMWrn: ABBREVIATIONS: AF01: ARC FAULT GRCIIR ME0.RUPlE0. NC: NONMNaOENT lOAO 01: OROIND FRUIT NIENWPTER am wl roaarnl(str 4nw RM tOWO xmm.t00% 1003o R.MYbI Wm•140% 190.0 Tml AA: IssIN LOAD CALCULATION 16 BASED ON)VC NON -COINCIDENT LOAD Tml ConaC4tllsaYV.h sms aw ranm uu Ga..rid Ll hth a Its . taor La.d T°W AIG Spa. f4. 1826 G.Ini Ux A Pac 3 W r . R. 5481 wa1.1s 1 at 65WA at100% 65 Ta o4n.41Ldft a Rac •1s 5549 CMWN T-I— o.aY u44 Rse P.ia A 9 617 5549 I I � I I L - I I I 1 ® I I I I � 1 I L I / LED LIGHTING @ DOUBLE LAV. OUNER'S BATH I .L I I\ 1'-6. I'-6' I LED LIGHTING Cam? SINGLE LAV. a BATH -2 PROVIDE 34A0 CU. THWV • F* CU *4 2' CONDUIT OR 3 %AD AL. THIW • ra CU IN 2. CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT . OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE COMBINATION SERVICE DISCONNECT SWTCH AND GENERAL NOTES, M ELECTRIC METER N A. ELECTRICAL MATERIALS ND INSTALLATIONS SWILL NEMA 31R ENCLOSURE C0MMY WITH ELECTRICAL PROVISIONS OF THE �ITION [ten) LOCAL CODES AMC) ALL LOCAL FCEER COFPANY !IE GLMREIB4TS. IISOARP & ALL COMOUCTORS SHALL ME TYPE THNNUrMuN UNLESS NOTED OTNERWbE. 1;� NTERSYSTE'1 BONONG TERMINAL AT LOW VOLTAGE CONNECTIONS PROVDE "Al," 2". 0 VOLT, I M"W SEOONCARK_ 1 4 CU SERVICE GIROUD CONNECTED TO ELECTRICAL SERVICE. PRIN C PROVIDE 3 N COPPER (CW ONCPMM ENCASED P007M STEEL PER 1-112" DW SCHEDULE M PVC CONDUT OR PROVIDE 3 ELECTRICAL FROVISIONS OF THE PISCK &U4 "ALIMNt1 (AL) IN2" DIA SCFEDILE 80 PVC End. CON CUT LbLESS SERVICE 16 PROVIDED BY THE NWITH ELECTRIC COMPAMY. COOROATE H THE ELECTRIC S/S" D. X • FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID, 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroupcDm AA IT: 0003325 00 is Mae h a Z g 4 1¢y Is k O �a tQS� a 9 I 40 us Q L `SUBDM aT LOT SILVERADO LOT 22 BLK 18 PROJECT* 04128.002 22181 MODEL: 4EBB "1828-CALL" GARAGE 81rWO: LEFT PACE: ELECTRICAL PLAN 150 MPH EXP. B DARTE: 04/06/20 SCALE: 1/4"=1'-0" SHEET E1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MF& REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MAOTIC, AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN m FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, S44ALL BE CONSTRUCTED OF SMOOTH GALV. FETAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (20i) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N 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 BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SMALL 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 FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET URT14 MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 EXTERIOR WALL PLEtUJh T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE ORAN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TEFW11NATE IN AN APROvED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL 51-DG. CODE SECTION _W12.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY O FR46ER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRIR.K 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 0 PASS-TI-M AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS WIT SIMPSON 11115 ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) #8XI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COWTERSL K BRONZE FL. PL. OR WALL C.O. PLUG BRA56 PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 96000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VjC OPTI/SPEC T4FL00R SLAB CLEAN -OUT (TY�P.)s FIN. GRADE OR PAVING SEE SPEC. rir-S'X8' CON_ lill.11REID TING OR TENSION TO 801E WASTE AS LEE nEXT. GROUND CLEAN -OUT (TYPN) MECHANICAL PLAN SCALE: 1/4 . 1'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FP.E. ELEVATION. 11 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 J 6 u At im c SUBDrv. Ae Lotil SILVERADO LOT 22 BLK 18 PROJECT#1 04128.002 22181 MODEU 4EBB "1828-CALI" GARAGE SIFMG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B go • fir` i : iT.?r ("- DptDrr A 04/06/20 SCALE: 1/4"=1'-0" 8LN[EET M1 2X4 TOP PLATE PLAN PRE-FAB TRUSS W' CLCx BOARD IR• DRTIU4LL SECURE BT. - PLATE TO SLAB W1 10d MASONRY NAIL • 32' O,C. MAX FIK FLR 2X4 WOOD STUDS 024' Os, SLAB IN%.,L a:uva m PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 SCALE: FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON A' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE M. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 'B (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM 21 SCALE:3/4'.I'-0' /%' GYPSUM BO OR 1/2' WIC%14 STRENGTH CLG. BOARD PERELEVATIQR+� SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. 0.14. R-4J INSULATION WINDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL bQ P.T. FURRING STRIPS • 24. OZ. 8' CMIJ LQ' GYP. WL. BD. � WOOD BASE — 0'-0' FIN. FLR� a _ a . 4 n W/ WINDOW OPENING !1 FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805JJ ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR n TYP. WALL SECTION NO OPENMCs NOTE: PER SECTION S05.1.1 - FOR ROOF (j)1—STORY HIP BLOCK WALL S )OLAYERI19 UNDERLAAYMENT SYSTEM D1 SCALE: 3/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 w rK Mf OY LN W. 2B GAS LINE THRU BLOCK seLLr ur.r.� FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON I. O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE I1_0. TYP. MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TR189� WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS j I1 •a i!O•ATiTiTO.OTiATiTi���� s s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS � STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE -ENS LLD. TRUSS CONT. 2x RAT SECURED PER—// STRUCTURAL DETAILS J/ SEE ENERGY CODE FORM% FOR INSULATION R-VALUES PER ELEVATION \ 5/0' GYPSUM BOARD OR IR' HIGH STRENGTH C -& BOARD IR' THICK 2 COAT—/� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR cm 4' ' d 4: W/ WINDOW OPENING K R-4.1 INSULATION WINDOW ATTAC441ENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL. bc2 P.T. FURRIJG— STRIPS • 24' O.G. LQ' GYP. WL. 150- WOOD BASE— FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON I. OSB. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE Tom• MTL. DRIP EDGE ON. 2z FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING _�1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL 1 SCALE, 3/4'.r-o' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigrigroup.com L AA /: 0003325 J t V o q C 'slog�5 I 40 ilg 0 x L SUSDIV. de LOT: SILVERADO LOT 22 BLK 18 PROJMCTO 04128.002 22181 MODEL: 4EBB "1828-CAU" GARAGE OMMO: LEFT PAGE: DETAILS 150 MPH EXP. B D = 04/06/20 SCALD 1/4"=1'—O" S*== D1 A-80LT8 4' UPIDEC41EW MN EVENLY FPWM PLOOt TO 17�m�■��Li��wG ® v-aEWiE 294 ON-y FLAT TO ELK W CIR MAL& 2X/. GARACt DOOR BUCK IV (8) ® Al-W A -BOLTS 4' EMBEDMENT MIX W/ 2W*)4 WAS149R AND NUT SPACED EVENLY FRR7 FLOOR TO d,ARAGE DOOR HDR N JONTS rRkm TO F ILLN& 1-2Xt. PT BLOCK • CENTER O: B DOOR WMADER WKI)JO ' J45OLTS 4. 010M ENT UW 2'X2')di• UWA ER AND NUT. ® m A,CGORDANGE TO I'll MANUFACTURER'S NOTALLATK7N NBTRUCTIONS U4E1RE GARAGE DOOR M BUCK ATTACHMENT AGL6 N'.T-Ar CST] L `J 1•X4' OR i'X2' P.T. NAILER bc4 P.T. OR 94'X4' MIN. SECURE TWIRU FRAME 4 EXTEND IY4 INTO BLOCK W/ %• TAPCONS 4lM1Il SWANK SIZE .145 MIL HEAD SIZE 300 MIN. EMBEDMENT I-A4 WITHIN 8' OF EACH END 4 18' O:C. MAX SPACING \'-DOOR CASING `DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 U11DMW TO BLACK +9 4 OR +5 4 A SCALE: N.T.S. 2X4, m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT I A*) UT14IN V CF EACW END 4 18' OrZ MAX SPACING. 2X6:m SECURE TO BL W/1-'�(6 TAPCONB(MIK SANG SIZE 10 MIN. HEAD SiZID 0 MIN. EMBEDMENT 1 Y4) WITHIN 8. OF EACH END t e' Cm 18' O.C. MAX SPACNNGs. JS' DRYWALL 2XS,m El I•X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/1-v CASING TAPCONS (MIN. SHANK SIZE .WS MIN. HEAD SIZE 300 7.T=TAC44 JAMB OR WINDOW MIN. EMBEDMENT i Yi J TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1 2" n 1/DtD01► TO BLACK +1-1 " B SCALE: N.TB. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18. O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2X6= MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/S-No' NON-STRUCTURAL V.- TAPCONS TAPCON MIN. IY4 (MIN. GRANJK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 CMIJ MR EMBEDMENT I Y4) ' DRYWALL WITHIN V OF EACH END t 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8m ❑ SECURE TO BLOCK W/2-�(•' J(•• 0.823- X 4' MIN. TAPCCNS SHANK SIZE .145 DOOR CASING(MIN. MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAIL& 18' O.C. MAX SPACNG. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-D 1,¢" 11INDOF TO BILK +1-15 S C SCALE: KT.S. 2X4:m SECURE TO BLOCK W/ IW TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK WR-%' NON-STRUCTURAL V TAPCONS TAPCON MIN. 144 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. FEAD SIZE 300 MINI. EMBEDMENT I Y4) UMTHIN 8' OF EACH END t �i• DRYWALL ND• O.C. MAX 9PACNVGs 2XOm ❑ 2• I'X4' OR I'XP.T. NAILER SECURE TO BLOCK WR--%' CASNG TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT 149 TTACId TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS, IS' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1 4" D WINDOW TO BLACK +2 1 4" SCALE: N.T.S. 2X4= SECURE TO BLOCK Lut W TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y:) WITHIN 8' OF EACH END 4 ��: STRUCTURAL 2X 18' OL. MAX SPACING. MAT BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK WR-v..NON-6TRUCTuRAL V T�APC0NS TAPCON MIN. I-Y: (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MINI FEAD SIZE 300 ' cm MIN. Ex. )_LF MBE1 Y4 • DRYWALL WITHIN W OF EACH END t OR i'X2' P.T. NAILER U3' O C. MAX SPACING ❑ 2X8m �.X4' SECURE TO BLOCK W/2-%' TAPCONS CASING (MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y.i) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END tA ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +T TO BLACK +3" " SCALE: N.TA 2X4= SECURE TO BLOCK UY Vo' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT Ike) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X NU' OJC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m2 SECURED TWROUGxI4 SECURE TO BLOCK W*-%' NON-STRUCTURAL %' TAPCOJS(MUN. SHANK SIZE TAPCON MR IYi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 149 E, CMU WITHIN 8' OF EACH END 4 jf' DRYWALL 18'Or—MAX BPACEJG 2XDm I'X4. OR 1'X2' P.T. NAILER SECURE TO BLOCK WA?-'V 2ND 2X SECURE TO TAPCONSIMM. SHANK SIZE STRUCTURAL MEMBER J45 W/12A2d WITHIN 8' OF EACH MR HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIL EMBEDMENT I Y4) CASING WITHIN V OF EACH END t DOOR JAMB OR WINDOW IV OG. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED X-) DOOR JAMB TO BLACK +3' F F IA K +3' E: N.TJM. 2X4m SECURE TO BLOCK IWYi TAPCONS(MIN. SHANK SIZE -145 MR HEAD SIZE 300 MIN. EMBEDMEENT I Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END t "AT BE ON OUTSIDE 4 N3' O.C. MAX SPACNG. SECURED THROUGH 2X6m NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I Y: TAPGONS(MI. SWANK SIZE EMBEDMENT INTO BLOCK J45 MIN. FEAD SIZE 300 , CM1U MIN, EMBEDMENT I49 • DRYWALL WITHIN W OF EACH END t 18. 0):. MAX SPACING. 'X4OR I'X2' P.T. NAILER 2X8m ❑ SECURE TO BLOCK WA-1/4' 74' OAB. X 4' MIL TAPCONS (MIN. SHANK SIZE J45 DOOR CASING. MIN. WEAD SIZE 300 MIN. EMBEDMENT I Y:) DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 18' Or- MAX SPACING. MANUFACTURES DETAILS. r10R. W1 Yrip 10 FW1f JYf 100110r CC®Mf) DOOR JAMB TO BLACK +3-7/18" 11IND01/ TO BLOCK +3-7 18' C' SCALE: N.Ts. 2X4= SECURE TO BLOCK U04' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y:) WITHIN 8' OF EACH END t NOT ��: STRUCTURAL ZX IB' OG. MAX SPACING. BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK Wll-V4' NON-STRUCTURAL TNr' TAPCONS, TAPCON MR IY4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. MEAD SIZE 300 MIN. EMBEDMENT I Y:) 8• cmWITHIN 8' OF EACH END t )F DRYWALL IW O.G. MAX SPACING. I'X4' OR i"XY P.T. NAILER 2X8m SECURE TO BLOCK WA-114' ' P.T. X 4' MIL TAPCONS CASING (MIN. SHANK Slit J45 MR HEAD SIZE 300 MIN, EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN V OF EACH END t TTACH TO 2X PER 18' Or— MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" ivl -WINDOW.TO BLOCK +3 3/4' i' SCALE, N.T.S. 4 N.RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup•com AA is 0003325 e 13 y� O 0 9 r7 40 VA 0 StMDIV. JJt LOT. SILVERADO LOT 22 BLK 18 PROJECT# 04128.002 22181 MODEL:• 4EBB "1828-CALI" GARAGE BIIIMO: LEFT PAGE: DETAILS 150 MPH EXP. B '7►.1'U .d:il:�rf :-L E 04/06/20 8CALE: 1/4"=1'-0" 81KEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCIt 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBat 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBat 12/31/2020 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 106S5.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 F1.18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS& DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2027 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/32/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FSCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL UNTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2027 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com k AA M: 0003325 a 8 u u$a} • � 64 o o Will a to iM E C i a� SLTBDtV. de L+OT. SILVERADO LOT 22 BLK 18 PJFtOJECT* 04128.002 22181 Wo ILA 4EBB "1828-CALI" GARAGE STIMO: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B DP � 04/06/20 8CALE: 1/4"=1'-0" SHEET D3 PINIEFOPMED CONTROL JOINT PLANME OF CONTROL JOINTS BE URRED TIED TO LATH 0 V . = MAX (VERTA NOTE, DO NOT MGM CONTROL JOINT TO R14LL EVEN IF STUD EXISTS MYOND EXCEPT STAPLES ItV W LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT M NS INSTALLATION FASTEEM TO GE. SPACED-� • 1' OG. MAX ICALLY / I' TRICK.S COAT CEMENT PIASTER WM LAYER 4, FORflFEER MULDNS PAPER APPROVED METAL LATH FASTENED 01' (VERTJ Or- MAX AT SUPPORTS WIRI5 LAYER % STUCCO WRAP WOOD SIEATHNG LATH ONALL NOT -- --- an COMNUOLIS (.•roe• r• To r TMRawsw CONTROL \ n JOINTS d1T SHALL EE STOPPED AND TIED AT EACH SCE. PROVIDE 2X4 ISLOCKIN6 PER ASTM CIOS$ PLACED FLAT MAX 6' TO S' FROM CONTROL JOTS SFEN \ CONTROL JOINT FALLS CH I FASTENERS FOR LATH TO ISE NAILS OR i / STRUCTURAL STUD STAPLES N CCI'lMIANCE Wy ASTM C4063 2. WIRE TIES TO ISE (NO. W 00416' WIRE / & SILOCKNG SIOM MAY DE N ADDIT \ TO WALL STUDS RWURIlD PER PLAN 7 I I O"M" TYPE CONTROL JOINT OLIGLD NWIDePr.A OI FOLD wWm e R.A 2CEAM a Pr.e 3 GEMS . Pr. G ® IPQD NYYO eR.A z cowm a rr. Ge 3 EAR. Fr. A POLO rr. C 0Vwt Ft. e TTLL Pr. G Touc m MOTTOM ILAaee 0 /GTTG7 ~~w" aYT®R TI/Nr lIAL P01.0.18 macar. coal CEMENT RUM Iq' 2 COAT i PARR fpm" GLY) yER % WIRAPmmm OILw MAN" 1LAe o MEM= tl�t NN.aLL wGr4art NW Wl AT /ORQ1 CP MdcP . NNe.eLTmNS ® KICKOUT DETAIL "up TmHf GOAL team Ga acwm ram w r Gel VERTICAL LATH & PAPER DETAIL NomL SIDE LAPS OF METAL PLASTER ISASES SHALL BE SECURED TO FRAMING MEM 15M. TREY SHALL ISE TIED DEWEE+ SU^P0RM WITN 00415-K (I'll-I`W WIRE AT INTERVALS NOT MORE T(AN V (225-M1d AS PER ASTM CW63 T11 FOR REPAIR OF TEAM N IRO LAYERS, TEARS MAY BE PATCWW OVNOUSE ~ TAPE PER MANF. SPED OR PEEL 4 STICK WOOD STUDS E$ATl4m OWLDING PAPER �•'1N LAr STUCCO txL HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) il' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (G" RA) METAL LATH (FRAME ONLY) LAP 00 4 TAPE OVER ROOFAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. ELMTOM ' i COATING OVER STUCCO/ C.V. PINISN (SEE TYP St4LL SECTION) SECTION PER SECTION RM7 6ere.rlre.la d.rea r:%bfbr Via of p d.tl d oament pkabr dnN —ply wit If. appfiweon r"WAmarde of ASTM C 92612A. Ilebtlaton of exterior btin/ and Imnilg dea ­lply with ASTM C 1063-12A. IPE PENETRATION DETAIL (FRAME) �Z LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER *2 (FORTIRBER------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-7-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 000=5 Lo qI I oil U.HTJ es'tm—'3m a LOT: SILVERADO LOT 22 BLK 18 PROJECT# 04128.002 22181 MODEL: 4EBB "1828—CALL" GARAGE 81WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B PRm'P 04/06/20 DATE: SCALE: 1/4"=1'-0" opmET WA1 BACKER ROD BACKER ROD UIRB LAYER 1, ATUrr-n yRAP INSTALL (' SELF -ADHERING MEMBRANE FLABHNG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEGIsNCE OF FLASWIN& TO BE, L 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 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 • JOINT ALL AROUND PER SECTION R703.7 EAwIor lathirio and pkabrYq Exterior use of porband 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. li \ HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 02, FORTIFIBER BUILDING PAPER WOOD SFEATHNG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (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-841-0% MIN. 2B LBS. PER .50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL (� I 6' SELF ADHESIVE- FLASWWS (INSTALL PER MANIF. SPECSJ BUILDING PAPER — UNDER 'QUICK FLASH* A VENT PENETRATION USCALE: N.T.S. ELEC. METED VERIFY LO filiCA IV RCG.CIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER'I, STUCCO WRAP WOOD SHEATHR APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAf EDGE APPLY E-Z OVER 60 MI GRADE 'D, FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SFIEATHNG WRB LAYER 01, STUCCO WRAP fIRBLAYER Q, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STR1G11R,4L MEMBER • T' OO. MAX %' TO R' t2Q_-w � rL UREP eclomm 6' ODE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING 1 / FROW . rLoAcHQY 7B HORIZONVTAL WEEP SCREED FRAME TO BLOCKITO BLOCKI 8' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING t MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER M STEP #i STEW *2 WRB LAYER sTucco wRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED WOUSEWRAP STEP #3 ® RMELMEMBRANE FLASHING `WRB LAYER'4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.v. FNISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroupcom L AA is 0003325 h C t � d z O .J ytyI ey7 b u m C � � StMDIV. S. LOT: SILVERADO LOT 22 BLK 18 PROJECT# 04128.002 22181 MODEL: 4EBB "1828—CALI" GARAGE BIIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DAZ�1E 04/0677 SCALE: 1/4"=1'-0" SI=ET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING Pi/%�77TTlTlil SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACINCs ® l' O.G.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774A078 www.abdosipgroup.com AA #: 0003325 N • 8 u 4n a `m L J SunDIV. . IrO 0 SILVERADO LOT 22 BLK 18 PROJECT# 04128.002 22181 MODEU 4EBB "1828—CALI" GARAGE BVFMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DATE: 04/06/20 BCAr.m. 1/4"=1'-0" SHEET WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OONSTIilCTm \� BEYOND wom aNEATNMG WRATNER REaISTtvE DARRIER 9 i X• x T Y AL moe•G a .AONERIM SMYYPf a R-� L �\ aU �TNM IIVENGTWE STARTER STRIP `� \� DER XMISTIVE ` 6'GELF-ADNERIC FLAGWM GALVP METAL GGAL •r FLAWNS FLAOMM Iu °TRIM r rlDlR ' `ASNQ ` / YIOWS R R M Mlyis i \ CLAP UACAULKW. OAPPROVED SEALANT ` OBB2 SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-774-4078 www.abdeslgngroup.com AA M. 0003325 w avi a o 11THT sysD:v ac IAT: SILVERADO LOT 22 BLK 18 PROJECT* 04128.002 22181 MODEL: 4EBB "1828—CALI" GARAGE MrMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B i 7 --- --- 2x6 SUB-BANb W/I'x4' NOTCH • - - -- - -- — END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' I DRIP EDGE !P\ 1/8' TEXTURED I \ * I \\ / FINISH WOOD 2X6 SUB BAND) 1/2' TEXTURED \ FINISH ® CMU \\ :. !! ' METAL FASCIA \ WRAP Ys' FROM \ it � \ STUCCO, i' FROM \ -- -- -- — -- -I a" _ WOOD WALL \ \ EXTERIOR WALL \\ (FRAME OR CMU) \ ,a �\ NOTE: NOTCH FOR 2X(o \ SUB BAND ONLY ®ELEVATION T/8' TEXTURED FINISH • WOOD, IR'TEXTURED FINISH • CM METAL LATH :f ' WRB LAYER'(, STUCCO WRAP (FRAME ONLY) WRB LAYER Q, FORTIFISER BUILDU3Cs PAPER (FRAME ONLY) R --- ROOFING CEMENT ©PLAN B ROOF KICK OUT REMOVED \\ FOR CLARITY _ \ ROOF DECK(BEYOND) `\ DRIP EDGE, I' OFF WALL X(NOT INTO STUCCO) 11�-1/8' TEXTURED FINISH ! WOOD, 1/2' TEXTURED / FINISH w CMU / 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP i' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL EDGE - KICK OUT SUB BAND DETAIL Ca? WALL FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 3• x x x x x x x x x x x x x x �5( 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 FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 1 - 2'x4'x4'-0. x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/12d NAILS Ib'-8' x x x x x ONLY. FOR WALL OFF O.C. MAX. SET OF COMPONENTS) 2x SUB -BAND W/J4'x4' 00 NOTCH ® END = ", METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF .y. DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP WN¢'x4' NOTCH A IN PEEL 4 STICK ®PLAN DRIP EDGE EXTERIOR WALL -ROOF CEMENT e (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL Ca? WALL CLARITY /KIC K—OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4018 wwwAbdosigngmup.com AA s: 0003325 y $ a S c oj: v► E 0 L BUHDZV. de IAT SILVERADO LOT 22 BLK 18 PZ6 ROJCT# 04128.002 22181 HODEZ. 4EBB "1828-CALI" GARAGE 8711MG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B r'PRINTVA 04/06/20 s WA6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'4". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'-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 VITH 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. 11.8INDICATED #5 BAR, EIINDICATES 06 BAR,BNDICATES #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", 05 =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: I'm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WIN SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6d1 EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6ff6W AXW1.4 OVER GENERAL 3 12' 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 TE-1 8" LAN 1 - s +K1'•-0' FM-12x12 17, CONTINUOUS 12 - (2)#6s + '-0" FM-1208 12, CONTINUOUS 18" (2)#S§ (+)O,-0" FM-16x18 16" CONTINUOUS 19, - + FMC-12x18 12, CONTINUOUS 18" - VARIES x 24' 24" FOUNDATION PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-774-4078 www.abdesigngroupcom AA #: 0003325 roa • rr 0 w BXMDIV. at LOT: SILVERADO LOT 22 BLK 18 zrsojr.CTp 04128.002 22181 MODEU 4EBB "1828-CALI" GARAGE STfMG: LEFT 1 PAOE: FOUNDATION PLAN 150 MPH EXP. B -:l�o S.- *"=`�"- DATE: F-P04/06/20 SCAM« 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING t P Z g STEEL REINFORCING IN GROUTED Z t STEEL REINFORCING IN GROUTED • -_ .-, CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND p. G SPACING REQUIREMENTS }CC SPACING REQUIREMENTS o - __ __ GARAGE DOOR QdQ' W mU 06U W .. .. RECESS �a K a .I. FM I •, g Ir N Z 8"CMU WALL O 8" CMU WALL .. CORNER BARS, SAME SIZE AS BAR W W 9• bm g Z arr' I •',I I IN FOUNDATION WITH 30" LEG EACH - O IL in fi O.S. . : .. TOP OF SLAB _ WAY AT ALL CHANGES IN DIRECTIONS I ... - • SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB _ MATCH AMOUNT OF CONTINUOUS BARS I �T CURB FOR •q - VARIES f I MASONRY EXT. PORCH SLABIV SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA CHAMFER (1STORY) a-... PORCH SLAB SEE SLAB SCHEDULE' TOP OF GARAGE ' � a. (.. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET Z;p, AT ELEV. WH2' ISOLATION JOINT (WHERE 6" CHAMFER (2STORY) •3 1S" 1f4 24" EXT. W/,2' ISOLATION I e' 4' CHAMFER (,STORY) �}--, 6" CHAMFER (2STORV)APPLICABLE) 0'-0" iEE SCHEDULE 3a' Jo1Nr(WHERE • • EE SCHEDULEM6 p WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE APPLICABLE) Z FOR WELD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY• N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 U2,_`�EXTERIOR SCALE: 3/4"=T-9' CORNER BARS DETAIL DOOR OPENING SCALE: 3/4'=1'-a' Q@ GARAGE 4 SCALE: 3(,V�TdP SCALE. 3M -,�• LAP TOP PLATE A MIN. OF 46" LAP TOP PLATE A MIN. OF 49' —�-�� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN ul p a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEIV/ Z' CAPPED j to NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGL GALVANIZED PIPE GALVAN a SECURED W/ 2-PART SPACING. SINGLE BTM. PLATE lfZW WEDGE ANCHOR W/2' BTM. PLATE TO BE PTWIFLAN. E BASE a S EPDXY. MIN. EMBED I TO SE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL TOP PLATESECURE ST. PLATE TO W.. LINO PLATE EPDXY S12' EMBED. MIN. 16" OC SLAB W/10d MASONRY b Q O FOLLOW ALL MANE. SIMPSON SPH4 OR SPH6 MAX NAIL 16" O/C STAGGERED. = K SPECIFICATIONS FOR N AND TOP PLATE ADDITIONAL METAL Q I a7 USE AND BTM CONNECTORS NOT SECURE FLANGE TO = F PREPARATION OF ANCHORS W/ 10d x 1 12' REQUIRED WHEN NO SLAB W/(4)1/4" X 21/4" U HOLE COMMON NAILS FILL ALL to UPLIFT IS PRESENT. TAPCONS W K HOLES, DO NOT USE 10d W ILQuo O } x 3" K SEE SLAB SCHEDULE SEE SLAB SCHEDULE +- a a ��F:4" TOP OF SLABCHAMFER (I -STORY) CHAMFER (2-STORY) a. EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY _ 6DALE:34=1'-a MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:34"=1'-0 (W/ UPLIFT) SCALE 34"=,'0 (NO UPLIFT) SCALE: /4"=1'-0 LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q " d PLANS FOR SPACING. SINGLE 80T. SECURE PLATE T O O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/1d MASNAIL It W 16' O/C STAGGERED. ADDITIONAL METAL U R CONNECTORS NOT REQUIRED WHEN NO 0 (D 8" CMU WALL UPLIFT IS PRESENT. � Z LINTEL CONT. P.)'`08"CMU FILLED CELL (TYP JTOP OF SL SEE SLAB SCHEDULE .le IPOURED 2X WALL FRAMING SEE SLAB SCHEDULE 12' DIA SIMPSON STB2 BOLTS 5' +- 0'-a' Z Z — • MINIMUM EMBEDMENT INTO TOP OF SLAB 'a • = I "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m Iti—� CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16" O.C. VERTICALLY MAX ^• -� .. • ---- - FOUNDATION AND SLAB SEE DULE SEE SCHEDULE .. �. FOR FOR BAR SIZE ARSI FOR WxD, BAR SIZE AND BAR QUANTITY BAR AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION "- SCALE: 3/4T-9' 10 SCALE: 3l4'"=1'-0" 11 (NO UPLIFT) SCALE: 3/4"=1'S" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA is 0003325 h o a4�g>y� a 61 o MEN. a 7.0 SILVERADO LOT 22 BLK 18 PROJECTO 04128.002 22181 MODEL.• 4EBB "1828—CALL" GARAGE BWMWO: LEFT PAGE: DETAILS 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = V-0" 144i N. RONALD RFAGAN BL LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-7744078 wwwAbdesigngroup corn L AA 9: 0003325 6 h 3 q OXMDrv. Ae TAT. SILVERADO LOT 22 BLK 18 PROJECT* 04128.002 22181 MODEi. 4EBB "1828-CALL" GARAGE SMKM LEFT PAGE: DOWEL PLAN %150 MPH EXP. B FD:AUj%7: 04/06/201/4"=V-0" T 1.2 TIE VERTICAL REBAR TO HORt HZOMAL REBAR W/ 1lT' OOK OUTBOND BEAM - VARIES PER ELEV. Z q i a, 4 iv .I ea a � CIEAN OUT REQUIRED Q FOR INSPECTION ' 0'4' FIN. FLR. - TIE RTICAL REBAR TO HORIZONTAL REBAR W/ 1(Y' HOOK BAR SIZE 48 BAR DIA. _,�� Z_ W #3 18" > #4 24" m U #5 30' #6 36' #7 42' HORIZONTAUVERTICAL REINFORCING SCALE: 3!4"=1'-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 a SPACING REOUIREMENTS <w mW U Oct) io Z S" CMU WALL g TOP OF SLAB - n TOP OF SLAB SEE SLAB Z W °a • e � .. EXT. PORCH SLAB BAR SIZE 48 BAR DIA > 4" CHAMFER (1STORY) #3 18" UU W/ 1/Y' ISOLATION 6' CHAMFER (2STORY) JOINT(WHERE #4 21C n APPLICABLE) Z MATCH STEEL /6 30" REINFORCEMENT 6' PVC CHASE PER SCHEDULE #6 6' PVC CHASE THRU FOOTING THRU FOOTING #7 q2• MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 #5 BARS 1. 8" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup•com AA 8: 0003325 u C m� loll I 40 0 SUHDIV. 8. LOT SILVERADO LOT 22 BLK 18 1pmjzcT# 04128.002 22181 MODEL: 4EBB "1828—CALI" GARAGE OWMG: LEFT PAGE: DETAILS 150 MPH EXP. B aA M DA=: INT 04/06/20 SCALE: 1/4"=1'-O" OEM= s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WW 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 71W LONG, WWTH 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 OTHERWASE. 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, T.O. = THROUGHOUT MARK DESCRIPTION (c SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �1rn4ww SAFE LOAD - POUNDS PER LINEAR FOOT `}1re�`eBw SAFPL LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUS Nao cafe s,2as erl2ns ZOO ewa+s 4Pna er2o-fs ""' er41-0e Mn orate erne aPaiN TYPE LENGTH SUS We RCA81 TYPE LENGTH scan emsr er+afr vo2 ert#,r w%u sao-n am-27 FJFft w2w span raw roan wmw 7$ Nr) PRECAST 2?31 mr vie Res men am em2 ,0M 7$ (42') PRECAST 1026 1024 1M6 7$ (42•) PRECAST ter iW aem 4r1 an no MCI ao. 4W rota ma W4 ,Oar uses mr nee art 4R sees Res son 4'0' ( 48') PRECAST t9B8 Zen 27n aM 41e0 eM 70 4 am 1$ (4#•) PRECAST 7B6 789 1909 4'$ (46'j PRECAST tW nos am aW .R0 s m am awe 4105 nn ma W4 /0r4 tier toes 2ms mm one 400 am rra 4W R4-) PRECAST V o fW ate 2r1 IM 4ns e4a0 f071 4'$ (84') PRECAST 562 581 1073 4'$ p PRECAST Cr JIM 21W SAN 4W mf sae ar 4375 nla M47 rm mar +tar tee/ 2W as mM 404 mt e2M S"e• (647 PRECAST 1217 Me "m +re mr Rn 3er 4W 6$ R4'1 PRECAST .,, {71 74s 6a• (647 PRECAST tW n, 2aa 2ese sm net 4ea mr rr M ma mm I7m am rr some art 4es2 6-10- (» PRECAST 1062 itr 1173 son am 2W wo 0", B-ta' (M PRECAST 810 399 M8 a-1a' (MI PRECAST ON 1ri m3107 aes0 4133 trf nee 4me 71 7mt aas m ,mo SOSO m ar rm 1 4131 6$ (76") PRECAST 905 tan an 3000 31107 37117 430 men for PRECAST 607 7Z7 4BD 6$ (7#") PRECAST ar axes 3n the an a1r men an rm W Me 1 ter am 27r I 3M an T$ 810') PRECAST 743 1n1 trn mm ,216 ON 3M ales T$ 1e67 PRECAST 424 534 303 TB W7 PRECAST 7a aw. sm MI 1729 nH aer ame4a sin 727 12M I fn4 tom 24m ma aan gY 11 PRECAST ( Z') 564 ew 1,r US mr Res 20m aM g'4• (,12ry PRECAST 87g 512 230 94• (112') PRECAST m 7r 1 1471 2m7 2r0 m ,W mY ma4 31ee 0110 m W I Me ,W Mo =4 2e1e 1a$ (126� PRECAST 475 ex no tw mr 2m 2ro 2W ta$ (,25') PRECAST 264 401 1B0 10'$ (,28� PRECAST mm W 11r 1rl , 2R1 W mes IM era 2M ar m IN 1100 14" ,lee ere ear (198PRECAST 362 W W an W 2M as 40r IT4(tee') PRECAST 474 re er ter 1a 7n11'4 arW tar ,W 210 R 4 464 ea , tees: 16a iWt1 as I" (I"') PRECAST 610 E2 tm4 1ee4 ar aee msm (I"') PRECAST 214 4t12 187 1r$ (t4t7 PRECAST 4r mm 1 , less so as tar 7r1 ar m m1r$ W W 11es look. 2515 174• 1 ( 80� PRECAST 206 m 7r ta0 "a fees 2M mr IV4" (1071 PRECAST 217 324 110 17�4• (1807 PRECAST He sr er 11 lam m 7n tom US ter ate 21r 4n 4m IH son ( B6� PRECAST ,4'$ 1 Z7B tl1 704 tam 17m ir/ af2/ mr If-W (166) PRECAST 205 263 700 14'$ (16a7 PRECAST met ar ar />m 442 7r ,0es iar ma as mr no 4m t 1 MIT 11'$ (17C) PRE NR M M M M M M met 14'$ (178) PRE N.R. 284 W 142' (176') P me 20 3r s {m / m sot /1n t7m far Ism 2W 2sv V12 ,6�• (184� PR�IRE88FD NA M 1R met M M M 16-C (164) RESTW� N.R. 260 83 16-P (lee) P 224 m0 eta lee 142NO4= 7r Rt 1 412 im use nm mr n70 am 1T-4• 0ee) P NR Nt M me met met M M Ir-rOle, PREmttm N.R 194 84 7T�• (20e) PRESTRfi4•mtes W W ar m + m tat ra tea19-CmtM 300 sm am tam ter rr ma R32i PRFIR NR M M M mf Nt Mn PRESTF�9® N.R 148 SQ 184R327 PRES1RE98ED les to 2r m ea r1 0a t 747 12U 2r 4m 700 tar ,2r Me t7fe19W 21'I' 0�6) PRESTIE88ED NR M M M M M M M 21W 01561 PFEMFMM N.R 125 42 21'4' (25C) F14ESIREUM 74, to 2r 2es an es7 4r 7a m ar m mr te0 W 41e W Me tar 1400 27$ (a64� PR�7P688FD NR Nt M M aR NR M M 27 $ 'PRE RR 116 M 2r$ C1e49 PRESTRESSED to to to 2so 2r aw a» em 40t ar W am er r0 tr W ISO7M m47 ,ele tar 2C4r Mn PRE N.R. M M M M M M M 2C$ PP68TR N.R 91 33 24'$ QSB•) PRESREaBED 11e 1 262 1 ae i12 40 IN er 4r W W sA I to m0 4r r4 r4 tees 12n/74 (#) 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 VAUESTAIENN FROM "BAFE LOAD TABLES' BYCASTCRETE MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE NBTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MNNIMUM 4" OF BEARING PAST EACH SIDE OF VVWOW OPENWG PRODUCT CONTROL NOTICE OF ACCEPTANCE F.EC.P. CORPORATKWCASTE-CASTE DIVISION ACCEPTANCE * 16-0128.03 LIFT BEAM PLAN SCALE: IX' = V-O" 1,441 N. RONALD REAGAN St L0NGWO0D, FL 32750 PH: 407-774-W?S FAX: 407-7744078 wwwabdwJgngroup.com L AA 6: 0003325 4 O 0 y BVBDIV. to L402a SILVERADO LOT 22 BLK 18 11pftojmcT# 04128.002 22181 MODEL" 4EBB "1828-CAU" GARAGE BWDgG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 3D' TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE 3/4"=1,-0„ NOTES TO THE INSPECTOR/CONTRACTOR TYP 6,6. 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 ec 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING E�e PLACE STEEL EIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 6'x16" fp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL / A �otk. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8x16 D8L BOND TOP OF / ��•?' 0QE\F' BEAM W/(1)#56AR BOND BEAM •\O `r EACH COURSE • TC.�\M OND BEAM TOP OF W1(B #5 BAR BOND BEAM �C F = FILLED W/ GROUT .y q\AO U =UNFILLED GROUT SOLID FROM T 31\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #8S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE p SEE NOTE 5 16-1 T/1 v 8xS PRE -CAST CONCRETE LINTEL W/ Q�SGF�� NOMINAL—�� LENGTH OFiBAR -WDITHOF MASONRY 0 OPENING Q HEIGHT #OF#5'S,TOP BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR TfWT XFXX-IT/1 Mf0B INDICATES A DOUBLE BOND BEAM #OF WS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1' Y' AND XFXX-7T/�4De INDICATES BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1T/1 MOOS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - IT/DMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD ' WINDOW SIZE .300 MIN EMBEDMENT 1 1/4') 6' FROM EACH END AND 16. O.C. MAX. MIN 1-1hf' EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON .3 im PRE -CAST -e 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" ff EMBEDMENT Z(8 (MIN 2 X 3)23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") Er'FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB 16.O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA. END EMBEDMENT TYPICAL MASONRY WINDOW CMU WALLATHING MU WALL SILL CONSTRUCTION 4 .1,n_,.p, 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" r SINGLE #5 CORNER BAR, 3Dx30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwsbdesigngroup.com L AA ffi: 0003325 A I1�a$y 1 will i IF C 5 e s mmmmoom atmDiv. a# LOT SILVERADO LOT 22 BLK 18 P1ROdECT# 04128.002 22181 MODEIe 4EBB "1828—CALL" GARAGE 9111IING: LEFT PAGE DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W9 (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM U-T, 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 26 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)18d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. A 53 9 a ,S i.—= m = = = = = WA rmi 11MIME mW m 1 nil 1 1 1 1 1 1 1 1 1 m - - - FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com L AA 11: 0003325 W O I}1Q7{ a !,}mQ6y( a 0 i 8XMDI1V. a. LOT. SILVERADO LOT 22 BLK 18 P1mOJECT# 04128.002 22181 MODEr1 4EBB "1828—CALI" GARAGE 8WING1 LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A{1) SIMPSON HETA16 TRUSS ANCHOR WITH— (9) 10d x 1 j' NAILS TO TRUSS PLYWOOD SHEATHING, SEE UPLIFTSIIMMPSSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR HTSM20 0 TO TRUSS AND (4),M" x 2 1/4" SHEATHING (12)16d x 1 7 NAILS TO TRUSS FASTENER SCHEDULE" TITEN 2 ANCHORS TO DSL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED LINTEL OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2' x 4", # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }" NAILS TO GIRDER AND 6', 6' x 4'-0" MAY BE ADDED ON PRE-ENG TRUSS r' (2) SIMPSON HETAt6 TRUSS ANCHORS NAILS. OPPOSITE FACESOF WITH (12)16d x 3 �' NAILS TO GIRDER O/C O ONE BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4•' x 2 1/4•' 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 21 SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES 0 24•' O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LOS, LT70 LBS (1 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U.2365 LBS, L 1430 LBS (2 OR 3 PLY) 2' COVER & 2' APART C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS! MISPLACED EMBEDDED TRUSS ANCHOR 1 a 1 b 1 c BQ : 3 4"=1'-0' 3 GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 214 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-7. O.C. (AT SHEATHING 0'-0•' TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 601-0 (3) "X" BRACE SECURE 2x8 PT. PLATE 0) "X" BRACE 0 CENTER TO BLK W/ 1/1" DIA (2) "X" BRACE DIVIDEO EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEEARCHITECTURAL MIN. EMBED. AT 32'OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6' —STIFFSACK (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 REQ. BLOCK WALL W/ GABLE END 7 ` PRE-ENG'D TRUSS Bc"LE:3/"=''° NOTCH DEPTH 1/4'13 ID HOLE EDGE HOLE DIAMETER DIAMETERTER THE USE OF ALTERNATE MATERIALS MAY BE <2/5"D SGL STUD USED SO LONG AS THEY CONFORM TO THE OUTER L OF FOLLOWING SPAN ONLY HOLE EDGE -5B" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5'13 OBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS LIMITS 8 SCALE: 1 1n•=r-0" 11 ALTERNATE MATERIALS SCALE: 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b gsoa 'LLIL O Q 9 sVHDIV de I.oT: SILVERADO LOT 22 BLK 18 PROJECT# 04128.002 22181 M OIDIZU 4EBB "1828—CALI" GARAGE SIFMG: LEFT PAGE: DETAILS 150 MPH EXP. B VTCR SPACING (1) AT EACH END ti 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA 4'-IY' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO W-0" (1)'X" BRACE 1 W-l" TO W-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER 11 (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2z SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH \ n (AS PER TRUSS ENG) I I I PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR - SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW bQ, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) i6d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W/ tOd SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12Bs PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 2 SCALE: N.T.S. W/ HIP RETURN SCALE 34=1'-0 1441 N. RONALD RFAGAN BL LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-7744078 www.abdosigngmpcom AA is 000=5 M u TWIN o stTUD:v ac LOTil SILVERADO LOT 22 BLK 18 PROJECT# 04128.002 22181 MODEL1 4EBB "1828—CALI" GARAGE SIFMG: LEFT PAGE: DETAILS %150 MPH N. B DP D 04/06/20 SCALE: 1/4"=1'-0" WREET 1111,. S3.1C ..r GA&E'. ENO ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 -17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "R'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'W RISK QATAGORY: 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 MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 04" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END_ ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STIR. SHANK 8d RING SHANK 21/7• 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) Bd SCREW SHANK 2 1/Z' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EKiHiIOR SHEATHk1G USE 1/7' CDX OR 7/16' O.S.B. PLY WTH 8d RING SHANK GUN NAILS AT IVO.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 MANUR SPECS.) SEE DETAIL. J z W Z Q W Y Q U S d N U O ao Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Q z9 � W L7 LL • Z� 8. D 1n z � Y z 00 ' 00 z . lq zU) Z 0 W Y Z o) U O z� Y rm TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS_ ROOF SHEATHING mm ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE 134D FRAMING Btl RING SHANK GUN NAILS ' la 6' O.C. IN FIELD : TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.S. TO BE STRUCTURAL GRADE CBd RING SHANK GUN NAILS Q 17' O.C. IN FIELD or ed x 2 1f2' SCREW SHANK PNEUMATIC SCREW -NAILS @ 170. FIELD J\ TYR 3f4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MAXMIJM AGGREGATE SIZE SHALL BE 3W STRUCTURAL DRAWINGS SHALL BE USED IN COWUNCTION WITH JOB SPECIFICATIONS AND WOw• ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT PROVIDE B%NR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEARER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, OIN EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO HE CH4MEER®3W ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI ASCE ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 04#L CONTINUOUS POLYETHYLENE VAPOR BARRER MEMBRANE UNDER ALL �7D WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT CONCRETE DR CONCRETE BLOCK SHALL 011, COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND ASC SPECIFICATIONS MEMBERS DRAWINGS SEAM LAPPED 6INCHES AND SEALED WITH ABESNETAPE BTOWITH PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES TREATED. A ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATESHALL BE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHABE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM-WDRK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT. DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER TFIAT - 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, BID EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS 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 21 STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE AC � � •• ES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHARS SPACED T-W OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SEAL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM AS15 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A515 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SMALL BE HOT -DIPPED GALVANIZED.GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA BCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE�CONNECTED 20 pef TOP CHORD-nonaDncurrenN REM EW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' 08 BAR - 36' WOOD TRUSSES. 10 pef BTM CHORD -non-merit M5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 35" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RESAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD (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 pV BTM CHORD THICKENED SLAB,HBEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WFrH DEAD LOAD TO RESIST W ND UPLIFT: 10ps1 MINIMUM 10 INCH OOKS 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. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL STAIRS LIVE LOAD 40 psf W ND DEAD LOAD SPEED =150 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL EA ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BRING (ASCE 7-10 EXPOSURE B, RISK CATEGORY I) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL TIC WE LOADS: UNINHABITABBLELE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSSI HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED NTH 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: 40pd, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50paf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pd,, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING HOWNG 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 5fTMS 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 WTH 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 NTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C 90, GRADE fro = 1500 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED W THOUT 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 WTH WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 6 TO 10. USE ONLY MECHANICAL VIBRATION TO CONSOUOATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FOOTING �• TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE NTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE 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. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRM• 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 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Py = 38 Kw FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-5m, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADERA COLUMNS SHALT BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRX:TUTERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE-NUr LEVELING. ALL CONTRACTOR SWILL SUBMIT PROPOSED MAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRORTO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLLWP SHALL NOT EXCEED S"4 PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC44 OR MEASURING, M LNG, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL JSOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FIWLLPOWION SHALL NOT EXCEED 90 MIRES, P FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGS( THAN 90 MNIJTE$ 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. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3- FOR CONCRETE CAST AGAINST AND PERMAEIRY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EMBED TO EARTH A/AgRWEATHER 1-irt FOR 06AND SMALLER Y FOR M AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS i-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRIPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTION SIZE TYPE 8PN]NO NEMMx9 APPLIGTICN &2E TYPE 9f•I1GNG REMAPoC4 PT FLIRRIN[i TO 1MASIXJRYICONC. CPSEHMOEHFO WIL NAIL 11?LONG. �� GARAGE DOOR BIG( TO M0.9ONRYR.ONC. tlf wA NO WASHER TPPCON NIA9OlAT FASTENER ?E-E0.DGE- 3T., OOORe S3 -T..- T. SEE NOTES CASEHMDENEDCpL NNL 11lYLCNG. Roc STAGGERED WIrW1YDWR/FASiBlEO I -.-TO GARAGEDOONdx}( NASONRY,CONO 1-E%PAN9IONBOLT WA9HER ZP oc a•ElI-.PETD-, YEWEDI9T. wRDow wxx GSE H4iDE-o" s-ac wvDaYDOWlFAS1BFD uErx sTRMTo CONTACT THIS ENGINEER FOR SPACING 'PT. sFE NOTES NNL 11a•LONc. sTAGGFREo INro NAsaarcoNc NAsoranlWNO REQUIREMENTS E%T.6w1NG Wwt IZDS18SlA NO WAGiHt `rPPWFY FASINER 18,E 11ZS'MBEq &fMl EWE dsr. NONSEPRNG WOW LTO QXD.SV6 1?' PANSN]N YEMBED TEND ZC E W/WA9NBt IXSOLT OG d5R.,3DGE GIST. PTIPrN1N0O1''&IOf a.1Gs•PAFxx 1n• a•Erm -wT11m TO STEEL WL. SEE WI WA31Bt 6i EWE dS. NOTES 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOWS AND EXTERIOR SW NG 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 XdF HEAVY DUTY PINS OR EQUAL- SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 8. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR W NDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR NTH A WOOD DOOR FRAME. 1x MEMBERS ARE NALED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-774-4078 wwwabdesigngroup eom AA 11: 0003325 '4 V S • a O LI O s .111 LL 4a as 00 s BLJBDIV. &LOT: SILVERADO LOT 22 BLK 18 PROdECT>A7 04128.002 22181 MODE & 4EBB "1828-CALI" GJARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B DATE:- / v SCALE: 1/4"= '-O" XT S N1 t vp