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HomeMy WebLinkAbout35574 Burma Reed Dr\ V) Iv" 99 1828-_4EBB__-CAL199 HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 ALL iNORK SHALL C�J�PLY WITH PREVAILI CODE, C®DES PLORlDA BUILDING NATIONAL ELECTRIC CODE AND THE CITY OF ZEPHYRH ORDINANCES ILLS REVIEW DATE AUG 1 1 20 CITY OF ZEPHyRHI - - PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .no= BUMMG CME, F, fit,, tlDre><otI ( � • ALL LOCAL AND •STATI COM .00CUPANCY — RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE — VB �• INTERIOR FINISH — CLASS B �BASIC WIND SPEED — Vult=150 MPH Vasd=11B MPH 'QI'0 _ B • 1-STORY RESIDENCE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE ° A,ATDGNRJG A/C ADJUSTADJUSCABINETBLE ALT. ALTERNATE BD '"�"A°E BD. CL BOARD CAB. CABINET aR CLEAR COI. CONCRETE CPT. CARPET O.T. CERAMCTI,E DDBL . DRYER D.O. DUAL GLAZED DIAL DIAMETER DIM. D04ENSION DISP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT DTI. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL �°i. EXTERIOREHEXHAUST F.G.FX. FIXED GLASS FUEL GAS FIN. FINISH FL L FLOOR FLUOR. FLUORESCENT FTODR FRENCH D°°R GA. GAUGE OAR DISP, GARBAGE DISPOSAL O.F.I. GROUND -FAULT CIRCUIT INTERRUPTER OL. GLASS GYP. BD GYPSUMBOARD N.0 HOSE CORE HMI` Ha°R IKT. INSULATION LAV. LUM M.C. WP- MIN M.T. MID. OC PL P.B. PA PLY. F �D P.T. R. RAD. REF. REP. RM R.O. S.C. S.D. sx SHT. SHTH SIM SL. SL. GL. Sro. Sws TEMP THX. T.OI T.O.P. T.O.S. TYP. U.N.O. V.P. W, �w W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MGM METAL THRESHOLD TED MME-r°DANL SCAM o CTEN PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKEDETECroR SINGLEHUNG SHEET SHEATHING wm SIMILARF.O. SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPERED CLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE WASHER w�mW WATER HFATER WROUGHT IRON DATE DESCRIPTION "AS* CD," ARCHITECTURAL SHEET DESCRIPTION VMW aon FBC WDATE PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WAB—WALL ASSEMBLY DETAILS OUlr/l* CDs 02/M SOWS ELEVATIM ADDED C3arn* CDs RE-MIED 04/W FOOrWi p�� F� K S Crain* CDs FI-ISSUED CIIA ADDED atReLE** worER AT c,�wnaE °Er'uL (F°Rr rn*) NMAI PLANMAKrENMICE 034M I REVISED LINTEL SIZE AT FRAM ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, L.L.C. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WALL BAT" (ML6J /� SQ.FT. CALC.�S REVISED HVAC VOLU'ES ON SOFT CALL SCHEDULE IMELa1 ADDED 'EXIERIORMOW DEEP FOOTEWDETAIL 12/5 (OR.) LIVING I828 BOL FT GARAGE 430 Sa FT. LANAI w $0' Fr'ELEVATION'G' 66 SQ. FT. TOTAL 2,362 SQ, FT. , L.M�nAM ADDED LED LIGHTS • KITCHEN 4 BATH PER MAR, BOAS ADDED STCHE OPTION ELEVATION C 4 D ITAIVA1 SIDING -ADDED LAMER • GABLE ROOFLANAI ADDED OPT' S'•0' CEILING HEIGHTS ON*Ia0 REPLACE USP CCMIECTORb UTH *1rFBCN CONNECTORS v4vm �� ��T RADON PLAN DA�N*IONS OQft O OK W-O' CLG. NGr.- ADDED LED LIGNr IN FOYER 04MSR0 OPT S'-O' CLG. HGT. ELEVATION 'C'- FiEvISED HEIGHT OF ARCHWAY STRUCTURAL SHEET DESCRIPTION PG Sl —FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3-FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS S PG PG SNI-DETAILS l—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABUnY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE B3 -BUILDER TO SUl1T A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN 'RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAXES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFPa HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.8078 FAK 407-7744078 www.abdosigngrouD•com AA M: 000=5 ail StUBDIw as tOT' SILVERADO LOT #37 BLK #18 PROJECT 04128.00 -37181 MODEZA 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. ME WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS 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 /.4NCH GYPSUM BOARD OR EQUIVALENT. 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 TERMITE 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." TRIIBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIIMBNo 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXIERKOR WALL COVERRNG 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 FIIRSTIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, V2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1 to & 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-C1063.15A AND R703.7. ME REWSTANT 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 1/7 GYPSUM BOARD. R302.7. EXTERIOR CEILINGS i, 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 AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. J� 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdaatgngroup.com L AA N: 0003325 a II J J aUDDIV. ec r.OT: SILVERADO LOT #37 BLK #18 PROJECT# 04128.002-37181 MODE7.a 4EBB "1828-CALI" OARAOI4 a1"NO: RIGHT PAGffi: GENERAL NOTES %150 MPH EXP. B ol0 o 4ltttlln � �n'Ittttt11t1'.nittttttttto oittttl,o I /1 p in i . mm mm oltttttl!n - — � 0-11!0 . mm m 11 I 1 1 FF i in in m i a it in . r p 1 , ;ME �T ME in in mm in . ME e / ,>t 1 ■. L ■. _ n JD AS 1111ii . m ■ . . 1 0LE I—Foya o ME BEDRWM#2 MEME 3b'X12F TRANS.in 21 in „ I: MR nitttttlI'm I niO�ttllo o tl ■ a p 1� olittt'nl nllttl'io -µ 9 fl Itttttttttttl Si CALL. S LIVING 1020 Sa FT. GARAWE 430 SQ FT. ENTRY 16 Sa FT. LANAI So &aL FT. TOTAL 2y62 Sa FT. C01l01tIR ND CLADDBD MD LOADB MW = ErUM Ron B leogo CunB CFetIOB lam ME LIDIIHtI OO F81Ai1® NOTIPE FCOlili MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SAD. MIN. 41 5 23/45 CRITERIA 16010 OJaD. la 5 20A/-22.1 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. TOP PLATE 9 M BAR DETAIL A SCALE, 1/2' • 1' ARCH DTL. B 8CALE, 1/2 • I'-0' FLOOR PLAN SCALE, 1/4' " 1'-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 E0J11"'1 WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' l35 MIN IN THICKNESS, SOLID OR HONEYCOM15-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32760 PN: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 1: 0003325 t` t a c�N BL MDIV. Ae LOT: SILVERADO LOT ##37 BLK ##18 PROJECT 04128.002-37181 MODEPe 4EBB "1828-CAU" GARAGE 9WD9G: RIGHT PAGE: FLOOR PLAN 150 MPH QV. B SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6' RAISED BAND (TYP.) 8'-8' Skis. HGT 16'X60' FYPON DECORATIVE SHUTTERS OR( EQUIVALENT f ' 4' RAISED BAND ITYPJ L----_ 8'-8' BRG. FIGT. 0'-0' FIN. FLR - 6 FRONT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER PBCR R103.4 OFF RIDGE VENT 4' FREIZE BAND OFF RIDGE VENT B 8'-8' BRG. W.T. OPT.COACH LIGHT 8'-8' BRG. HGT. 9 9 46 ❑❑ a� _ TYP. _ C'-O' FIN. FLR r 0'-0'FIN. FLR I I -------------------- OFF RIDGE VENT 16 REAR ELEVATION SCALE, V4 • I'-0' TEXTURED FNISN 8' BRG. W.T. I.O• j L ' I ----------------------_ i ---------------------_'_-_ RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT - os'-8' BFW3. W.T. El iv 0'-0' FIN. FLR LEFT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH AREAOF ATTIC 2364 SO, Fr. NET FREE VENTILATION AREA REQUIRED = 3130D REQUIREDVENTILATION AREA 2364/300 7.88 VENTILATION AREA x SO, INCHES PER FT. (144) 1134.735Q. IN. MIN. REQUIRED VENTILATION. • .5% 1134.72 IN UPPER PORTION OF ATFC - 56736 SQ. IN. OFF RIDGEVENTTIATION AREA 115 SO, IN. PER VENT 567.36 /115 TOTAL NOF VENTS REQUIRED ARt357 TOTAL*01 VENTS PROVIDED 5 'AREA OF ATTIC ISTHE PERINHTER OF THE HOUSE, LESS THE OVERHANG E MRIOROF WALLTO E%TERIOROF WALL, NO OVERHANGS INCLUDED e 8 I DECO. DTL. A \11SCAL 1/2 • I' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 F'H: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 h I UBDM & TAT SILVERADO LOT #37 BLK #18 PROJECTAE 04128.002-37181 MODEta 4EBB "1828-CALI" GARAGE 811MG: RIGHT PAGE: ELEVATION "C" 150 MPH EXP. B `. 06/09/20 8CALE: 1/4"=1'-0" Bz;EET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -.e REV CVMET W AMP I HOLE role IIOV OUTLET IIOv MMET h OF Oom OWNED TO NOTCH �d9 IIOV OUTLET E 1011Wmvpq eIi (?W PALL R NOWANT TYPE) I�IaTANT TYPE) 220v CUTLET to UEW COUECnOa ENT. WA RIP CQ aw►O rAMT OUTLET NINtle1FIEE NUTCN EWTCN 34"r CP'ER 8WTCH 4-WAY CR PE �I..r^$'4 ' �.J LI711D a RILING LIGHT © LED QA LIGHT Lip VA-M ©vp PROOF Lowr O vp VAPOR P 40M LIGNT OONCE"No CAN vlw. PAN I OM PER OR R. AlmT' PAN WLAaR FT. PEI QTM N W.mmm v (NIUMS ULDER) Sr L AaRallo ( `` tWRFACEM1NTJ NRO ND }� I' FLUORESCENT 4' MAICWBCIW 4' TRACK I — 0 PAMEL METER evm D!7[GTOR UILy g WALL MOUMTeD GATT. AG&Ar IlMon DETECTOR wjieEDNIR ®CANSCHMONOIdOlb EtC.CO CO Dt1ECOR CObO SMALL ME OBTANOE OF NOT LEM THEN 4• Film WALL RNOAHT LIGHT — NATURAL. aM ► TEIJIUMC !E JACK I,I.1 NEATER D� to K e.,.Alfe AIN 0CED"ICT Ro AY ON Fp MMISOI JACK LL SM TO ONU'P IIORIINtD O J- MAIN= i b SUCH FOR COLMrL CELLNG FINA.pNT ORTNO ACACCO ODANCE W SOX MAN= AS SUCH PM ppDG N•IMMO ANCOT LIGHT STRIP 36' LIGM NRP nnnnnnnn M• LIGHT M/RI• FLOOD LOW OPT. eEONNTY wrPAo • PAL PIWI.001CM FOR CAME LEE PORT • LO.ATION OF TV JACa a A P -IC!! OUTLW M A PAW TO BE VEIWIEC. NOMBOUJ4t PIE-0"T"102TION MEETNG. • ALL B A 20 AMP MR4 W C 1WWTG TO ME ARC FAULT FMROIECTlD PER CLECT UCAL PRONN INE OF a= MTN EDITIaA rOGn) A MWe OIGn OAaa mrrlaN. • ED O0 AMP DICATm D LAU Rr CIRCUIT. • GPI . O LAND (NOT ON KITC I N CIRCUIT) • DW WNNER DROQIIECT TO BE LOCKOUT N PANEL • BATHROOM E)WAMT FAN TO HAVE MN CAPACITY OF be Cm NTERI9TTENT PER IM CT )CAL PROIAW a OF GwTm MEOW FSCR AtH lDITIOI rTGM) • "Nmr M20 M REQEft N1A1.L M GROUD FAULT CRCIT-NTPJRRIPRR PROTECTION /CR PERSONNEL ON PiEDSIM • WIRING METHOD MNAI.L EE NON METALLIC CABLE MR RUICTRICAL PROVISIONS OF !SCR ATH ro rMMl • ALRK L WOTO COMPLY WITH ELECTRICAL P'RONNONa OP THE FGCR ATH ae rOOIT . Au LAIN NUALL RM AAII - GY EUU.DE! AMD T1Sf OF LIaRI16 MUMT GE aLIRM E!•ICINNT TYPE FMGR EMRDeAGY) 30M- A1h IDITIOI 21MI MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \`--------------------- -----0 OPT. COACH LIGHT ELECTRICAL PLAN SCALE. 114' " I'-0' E'.7C1EOi7t'T�EM�••. ,yP:5,��� m��M"�m�® E®Esm�mo ®ooQ�mm o oQ�Q�� ®oEO"00 ®Ismce©mm m0��0O® mm�ma® momrr.mm I®o®.sm•om m mQ�Q�� mam,�mm mam mm m��ollol® oONUMEN mm avao® HORMONES mmme��Esa sao�mo® ���LW�E:!• !:>•�F:���N�SENT 0 E� I I I I I ® I I I I L I I I LED LIGHTING ® DOUBLE LAV. OUNER'S BATH 150 AMP ELECTRICAL RISER NOT TO !CALL ELECTRICAL MATERIAL! AMD WTALLATI" SWALL COPLT YTN ELECTRICAL FI OVIII100 OF THE MMLOd ED1L@lS1EDA LOCAL COMI, AND ALL LOCAL POWER COMPANY IWO RE EHM B. ALL CONDUCTORS WALL SE TYPE Twwflu N WLEaa NOUN O OTHIPMAM. COPPANT- PRIOR TO NO. I L LED LIGHTING C SINGLE LAV. G BATH 4 I4M CU. TNW • RI CI N Y MO OOUT OR 3 NUN • RI CI INO' CONDUIT. TO TeR vw AGerE e . O14NGUNG.) COMBINATION SERVICE I GG AMP 0000"'CT aWTOH AD QO440 VOLT M LLECTRIC METER IN NOMA MR BCLOSIE PdlLL CA"RENICEI Fu� NW"n" WHOM TERMINAL AT LOW vMTAW COIICNONI IO CONCRETE INC ORO►O CONNEOTLD TO newmic eN wvmGIO P *'w o M PER PRDHt10FM Q Plat am. DLA X M PT LONG COPPER CLAD GROUND NOD 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-774-4078 wwwAbdesigngroup.com AA N: 0003325 WON a M C UTT-F., IUSD ►. Se LOT: SILVERADO LOT #37 BLK #18 PRG.TSCT# 04128.002-37181 MODZU 4EBB "1828—CALI" GARAGE BWMG: RIGHT PACE: ELECTRICAL PLAN 150 MPH EXP. B Dw06/09/20 ECA=: 1/4"=1'-0" SMcm E1 El I I I I I I I 14'-3' I I N I I ' � I I —_---_-- 14,_3. - ---I i ii i i I m 0 N I I I I II I II II __ II II 2'VrR�2• I' -II' 3'-I' 3'-2' O ----- vrR KJTaNK , 1 `• rl1/2' 12• 1t`. -----� AUTO VENT / I,. 6 1 I1/2' I (1 / 1 � • EETIIn 1 1/2 I I/2� �lll� I/2' 2' I II AV TUB LAV LAV 2• s I I 2 WC 3 3SHUR I I a^ 3• 3 I Y• i 2 CO 4 4 TO MAN Til PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 • I'-V' 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com L AA N: 0003325 r o p BUBDIV. 8e I.oT SILVERADO LOT #37 BLK #18 PROJECT# 04128.002-37181 MODRU 4EBB "1828-CALI" GARAGE SWMG-. RIGHT PACE: PLUMBING PLAN %150 MPH W. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT $I4ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL SE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL DE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, MALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FSC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALL$ $yALL HAVE AN APPROVED FIRE OR FIRE/SP10KE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND ISE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND RIC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DSF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC O O EXTERIOR WALL ? y AIR RETURN ON AND LIQUID AIR SUPPLY yGERANT LINES y AIR HANDLER RIOR WALL yVC CONDENSATE DRAIN LINE UMECHANICALIBLOG.CODE EVAP. TRAY yLEEVE TO LINES BELOW SLAB TREFRIGERANT LINES TO PLATFORM RETURNCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) SECTION M124 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCNG DAMPER OR 050 O CEILING EXHAUST FAN CEILING EXHAUST FAN A LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA88-THRL AIR GRILL CURE RAP TO CAON S CONDENSER UNIT SIMPSON WO ROLL STRAP OR EQUAL 4' CONCRETE GLAD SECURE STRAP TO UNIT W/ (2) %XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAN COND. DRAIN 3/4' DIA. OVER READ TS' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL, OR WALL C.O. PLUG BRASS PLUG �— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTIAMC vFL00R SLAB CLEAN —OUT (TYPNI FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (a)EXT. GROUND CLEAN —OUT (TYP. ) NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION. MECHANICAL PLAN SCALE, 1/4 • P-0' ■ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeaigngroup.00m AA 8: 0003325 q � V • c No oil BUDDIV. de MAT SILVERADO LOT ##37 BLK ##18 P1tOJBCT 04128.002-37181 MODSI. 4EBB "1828-CAU" QARAQZ 9WDF0: RIGHT PAGE: MECHANICAL PLAN 150 MPH W. B 2X4 TOP PLATE PLAN IV PRE -FAD TOM 1/2. CLG. BOARD - IR' DRYWALL MAX BT. � I �OC' WOOD PLATE TO SLAD STUDS 024• V IOd nA80NM NAIL 92' Oa NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O:C. OR NOT LESS THAN 2x6, WHEN SPACED NOT MORE THAN 24' O.C. FIN. FLR 'r ' 1r (i)TYP. INT. WALL (NON—BRG.) D1 SCALE, FIBERGLASS SHINGLES OVER "90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON I}' 0U3$. SHEATHNG OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ERG TRUSS--�/ MTL. DRIP EDGE J/ 2x FASCIA PER 1 -m ELEVATIONS Ty' O.H. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. rut 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- as (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM Di SCALE:3/4'.I'-C' rAL t re �q ion e.. ua rav r wns�w. x+ao ur 2B GAS LINE THRU BLOCK vr.r FIBERGLASS SHNGLES OVER W FELT PAPER OR FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER W PELT PAPER INSTALLED PER SECTION OR SYNTHETIC RWD.0 ON }' O.G.M. PRODUCT, INSTALLED SHEATHING OR P CDX PER SECTION R80S.1.1 PLYWOOD SECURED RSEP ON J'O.SUS. SHEATHING OR }' CDX PLYWOOD S/8' GYP8UI1 BOARD SECURED PER OR 1HKJH FASTENER S CHEDULE STRENGTH CLG. TYP. BOARD REFERENCE MTL. DRIP EDGE OBI. Ir STRUCTURAL 2x FASCIA PER ELEVATIONS SEE ENERGY CODE FOW16 FAR PRE -ERG TRUSS REFLATION VENTED SOFFIT STRUCTURAL REFERENCE STRUCTURAL F'RE Ems* GABLE TRUSS MTL. DRIP EDGE PER ELEVATION ,k; WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS ATTACHMENT / AS PER A8 PER MANUFACTURES r— BPEGIFICATION8 —io � r REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS * 24' O.C. 1/2' THICK 2 COAT PORTLAND g, cm CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ' THICK, 2 COAT ORTLAND 1/2' GYP. W . BD. PaO CEMENT �- WOOD BABE PLASTEAPPLIED DIRECTLY TOMABONRY a ea • 4' n W/ WINDOW OPENING i. V'-0' FIN. FLR n TYP. WALL SECTION NO OPENING NOTE, PER SECTION 505.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 01 SCALE, 9/4'•I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 486% TYPE IV, OR ASTM D 6'15'1 W THIOC 7 COAT - NCRIIe Wo M 0040APrLIW MAION Y ToAlCr1lT R76 PAVrDW TO TRAM GRACKAM uwPRODUCT AP N VAL R70. LD P.T. YD ATTAMM W MI. Go" m rm APPROVAL RM GRALAW � esaame Roo a GARAGE DOOR JAMBS Di SCALE: I1/2'•1'-0' 2X4 OFF 24' O,C. MAX. SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON J' O.S.B. STIPFBACK AT ALL UPRIGHTS SHEATHING OR k CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ERG WD.TRUSS TYP. o.H. MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER / ELEVATIONS CONT. 2x RAT RUN CURED PER ORAL DETAILS VENTED FOR / VENTED SOFFIT SEE INSULATION R-VALUES ���/// PRE -ERG. GABLE TRUSS PER ELEVATION WEEP SCREED 5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION - 1/2' THICR(, 2 COAT WINDOW ATTACHMENT A8 PER PORTL'4ND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRNG STRIPS • 24' O.G. I/!• GYP. WL. BD. , CMU WOOD EL48E 0'-0' FIN. FLR. e cMu a a 4° . W/ WINDOW OPENING BTYP. WAU SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 9/4,•I'-®' i441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH:407-7748078 FAK 407-774-4078 www.abdosigngrouReom AA 0: 0003325 t Jill mild 4A to 41 x EtUBDM & LOT: SILVERADO LOT #37 BLK #18 PROJECT 04128.001-37181 MODEL:' 4EBB "1828—CALI" GARAGE >!11►INO: RIGHT PAGE: DETAILS 150 MPH W. B Lm 2x6 P.T.. cmnm CT DOOR HEADER SECURED UV (U V2' X S' J-DOLT W 4' MK EMBEDMENT UV 2' x 2' x VS' W401lR 4 NIT on UV (2) V2' X V ANCHIOR BOLTS UV 7' X 2' X VS' WASI#R 4 NR IS tUCUM 2x4 ON PLAT TO OLK Is UV MASONRY E IN W.A IL& 2X4 d,ARA6[ DOOR BULK SECWRD 2] UV (S) V2' X VJ-BOLT OR ANCHOR UV W MK E1BBD1'ENT, UV 2' ISBOLT8. X 2' X VS' UTAMER 4 NUT. (U UNT14H 9' OP TOP. (U UTWN S' OP THE BTM. (3)NVCNLY SPACED. 19 18 1 6 NOTE& ALL ANCHORS SWILL BE IN ACCORDANCE TO MAN/ACT137ER'S NOTALLATION INSTRUCTIONS WIRE SIICJd 1Jf!'1flGile*A ! M 61!@Y�M GARAGE DOOR BUCK ATTACHMENT f:LL6 N'•I'4 -- 8' CMAJ )f' DRYWALL I'X4' OR VX2' P.T. NAILER Ix4 P.T. OR % X4' MN. SECURE TWRU FRAME i EXTEND I -A' INTO BLOCK ❑ W/ %6- TAPCONS (MIN. BHAW SIZE .145 MIN HEAD SIZE 300 MR EMBEDMENT I-Y4 WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 MINAS. BLACK +3 4 OR +5 4 SCALE, KTA. 2X4,. SECURE S OR OGK W/ Il%' TAPCON(MIN. SHANK SIZE 14D MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN 8' OP EACH END 4 18' O.G. MAX SPACING. 2X6,m SECURE TO BL W/2-%' TAPCONS(MM. ebW4K SIZE J45 MR HEAD 6IZd1bV MIR EMBEDMENT 1 Y4) WITHIN V OF EACH END i 8• CMIJ IB' O.G. MAX BPACINCs. Y)• DRYWAL 2X8, m � I'X4. OR SECURE TO BLOCK W/!-i(.' TAFGONB (MIK SWANK SIZE .145 MIN. HEAD SIZE 300 ADOt� MIK EMBEDMENT I Y4) WITHIN B' OF EACH END 1 MANUF i'X2' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER ACTURES DETAILS. 18 O.C. MAX SPACING. NOTE. BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB 70 BLACK +1-1 2" iy1 WWWW 7'0 BLACK +1-1 " E, KT . 2X4m SECURE TO BLOCK W/ ib' TAFr-," (MR SHANK SIZE .145 MIK HEAD SIZE SM MIK EMBEDMENT 1 V) WITHIN8' OF EACH END 1 NOTE, STRUCTURAL 2X 18' OC MAX SPACING. MUST BE ON OUTSIDE 1 2O'= SECURED THROUGH SECURE TO BLOCK W/2-W6' NON-STRUCTURAL Va' TAPCONS TAPCON MIK I-Y4 (MIK SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 DRYWALL WITHIN 8' OP EACH END 1 IW O.C. MAX SPACING. 'X4' OR DO'P.T. NAILER 2XDm SECURE TO BLOCK W/2:41 )W CAB. X 4'MIKTAPCONS (MIN. SWANK SIZE.145DOOR CASING MIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIK EMBEDMENT 1 Y4)ATTACH TO 2X PER WITHIN WOF EACW ENDANUFACTURES DETAILS. IS. O.G. MAX SPACING NOTE. 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4 ) DOOR JAMB TO BLO4CK+1-1+1-5 8 I6 1p" 11ILID0 " SCALE, Kif . 2X4,s SEGO BLOCK W/ Vo* TA (MIN. SHANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X IB' OL. MAX SPACING. MUST BE ON OUTSIDE 1 2Xbm SECURED TWROUGsH SECURE TO BLOCK W/J-%, NON-STRUCTURAL ' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MIK EMBEDMENT I Y4) 8. CMU WITHIN W OF EACH END 1 Jr)• DRYWALL WING' O.C. MAX SPAC 2X8ow I'X4' OR 1•X2' P.T. NAILER Fl- SECURE TO BLOCK W/R-%' CASING (MIR SHANK SIZE .145 MIK HEAD SIZE 300 S DOOR JAMOR WINDOW MIN. EMBEDMENT I Y4) TTAC 4 TO 2X PER WITHIN V 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 BLACK +2 RDID01f " SCALE, KT . TO BLACK +2 1 4} 2X4= SECURE TO BLOCK Wr Vo- TAPCONS (MIN. SHAWL SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y49 WITHIN 8' OP EACH END / NOTE: STRUCTURAL 2X I8' O.G. MAX SPACING. MUST BE ON OUTSIDE 1 2Xbm SECURED THROUGH NON-STRUCTURAL SECURE TO BLOCK- •TAPCON MR I-Y4 (MIK SWANK SIZE J45 EMBEDMENT INTO 15LOCK MIN. HEAD SIZE -400 g, Q"p) MIK EMBEDMENT I Y4) DRYWALL WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2XSm SECURE TO BLOCK W/2-W6- TAPCONS DOOR CASING (MIK SWANK SIZE .145 MIN. HEAD SIZE -SW MIK EMBEDMENT I Y4 JAMB OR DOOR JAMOR WINDOW WITHIN V OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. ,talc oa,..,ao3D,o A,ti 4„�,oe „m ll„C�X•) DOOR JAI® TO BLACK +3" E SCALE, N.T.S. 2X4m SECURE TO BLOCK W/'X(•' TAPCONS (MIK GNAW, SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4 ) WITHIN 8. OF EACH END / NOTE: STRUCTURAL 2X 18' OTC. MAX SPACING. MUST BE ON OUTSIDE 1 2Xbm SECURED THROUGH SECURE TO BLOCK W/J-Vo- NON-STRUCTURAL W,- TAPCONS(MR SHANK SIZE TAPCON MIK I Y4 145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MR EMBEDMENT I Y4) 8. CMWITHIN V OF EACH END 4 K• DRYWALL 18'Oa MAX SPACING I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK UUR SECURE 21 SECURE TO TAPCONBIMM. SWANK SIZE IZE STRUCTURAL MEMBER 145 WK2112d WITHIN 8' OF EACH MIN. HEAD SIZE .300 END 4 6' TO V O.G. MAX MIK EMBEDMENT I Y4) OOR CASING UTHN V OF EACH END 1 DOOR JAMB OR WINDOW IV O.G. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F 11IIiD01/ TO BLOCK +3" ALE. N.T.S. 2X4s SECURE TO BLOCK UVY4 TAPCONS(MK. SHANK SIZE .145 MIK HEAD SIZE 300 MIK E M5EDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE / 16' OJ:. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN, 1-Y4 TAPCONS(MIK SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , G•,W MIN. EMBEDMENT I Y4) , DRYWALL V OF EACH END 1 *'O.C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2XSm ❑ SECURE TO BLOCK W/1-1/4' W6' O.S.B. X W MIK TAPCONS (MIN. SHANK SIZE .14D DOOR CASING MIK HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END 1 ATTACH TO 2X PER 18'Or- MAX 8PACMG. MANUFACTURES DETAILS. mom flle, r,mlo TO lW�,.f. mo r,vr ll„L�Ji•) DOOR JAMB TO BLOCK +3-7/18" DOWT . TO BLOCK +3-7 18" G BCE, O 2X4= SECURE TO BLOCK WN4 TAPCONS (MIK SHANK SIZE J45 MIK HEAD SIZE 300 MR EMBEDMENT I Y49 NOTE, STRUCTURAL 2X WITHIN V OF EACH END 1 IB' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2XB,m SECURED THROUGH SECURE TO BLOCK WA-114' NON-STRUCTURAL V TAPCONS TAPCON MR I-& (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I YV) 8' olu WITHIN 8' OF EACH END i V DRYWALL 18' OjC. MAX SPACING. 1'X4' OR 1'X2' P.T. NAILER 2XS� SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SWANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN V OF EACH END 1 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" �1/DiDOK TO BLACK +3 /4TO BLACK +3 /4' as E, KT . 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA M: 0003325 Y p3p3C J s OO O a BUBDIV. AS LOT: SILVERADO LOT #37 BLK #18 PROJECT 04128.601-37181 MODEL 4EBB "1828—CALI" GARAGE BNING: RIGHT PAGE: DETAILS 150 MPH Eft. B 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 STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 31473.10 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCI'. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCf. COMB WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30456.10 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 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.E SIMPSON STRUCi. 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.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2037 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS &DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS &DOORS SINGLE HUNG - 2017 FBCR 12/31/2020 FL15332 Mt WINDOWS &DOORS SLIDING GLASS DOOR - 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS &DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 fl 30758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 DAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 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 LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/OS/2020 1441 N. RONALD REAOAN BI LONOWOOD,FL32760 PH: 40]-]74.8078 FAX 407-7744078 www.abdeaigngroup.com L AA is 000332E 1 b 4A 2 �o Y ISVHDIV. a3AT: SILVERADO LOT #37 BLK #18 PROJECT 04128.001-37181 1►goaEJ1 4EBB "1828-CALI" cswRwaE awlrTa: RIGHT PAOE: PRODUCT APPROVAL LISTING %150 MPH QW. B P 19OR IED CONTROL JOINT� FLANGE OF CONTROL JOINTS Td DE .RED TIED TO LATH NO 1' OG. MAX (VERTU. EGIIL DO NOT FASTE•! C,ONTIMOL JOINT TO WALL EVEN P STD EXISTS CEYOrD EXCEPT STAPLES NV 6ECI eMAY TO Tomp CONE1 LL TJowt CURING INSTALLATION ----\ FASTE�EIm TO CI RTICALLY SPACEC� • TOG. MAX VE '— j' TwK K ! COAT CEMENT / \ PLASTER \ MAMD LAYER 4. FORTWDER ISWLDNS PAPER APPROVED METAL LATH FASTENED -'I• (VERTJ Oa MAX AT SNPPORfA WRC LAYER 4. fluow ~ MOOD ONUT14M LATH SHALL NOT EC CONTsiJONS .• To •• v To a• TµNIO IaH CONTROL R- JOINTS I'JUT SMALL MR ISE STOPPED AND TIED AT BACM SIDE. PER ASTM CUOS! PROVIDE 2X4 DLOQC 4 TJOIA— PLACED RAT MAX •• TO S' \ Flti01'1 CONTROL JOINT UWEN N2MLASTlER6 CONTROL JOINT FALLS ON / FOR LATH TO ESE NAILS �.. �• eTR1CTURN- eTD STAPLES IN COMPLIANCE UY ASTM CMS13 2. WINE TIES TO BE (NO. 0) 0AP41V MINE / 3. CLOCKINS SHOUN MAY BE IN ADDITION \ TO WALL ENDS REQUIRED PER PLAN / OL FOLD iwlal0 • Fr. w OL HOLD 114APP . FT. A L cINAN . Fr. E a c1OAM • Fr. c 0 crow T• NOTE, APPROVED mNILONS WYAP SMALL IM LAPPED A MN97M OF •' • VERTICAL LAIOS (ROLL ENDS) 4 •' • HORIZONTAL LAPS. ALL SEAMS NEED TO 4"N MTM FORTII'J!R SHEAT / / M MH LM •\ \ LATH VERTICAL LAP TO CE P — MAL LATH um LAYER ti STUCCO uIRAP ' MN FY R LM LrlY / Mm LAYER 7, FORTPICER \ BUILDING PAPER 2 \PAPER LAP SCALEr I V)'•I'-0 ® KICKOUT DETAIL OL FOD aAIYIO . FT. A 2.CNRAN. Pr. OR FOD Y ® L TOLD wIRO . Fr. A 2. CREAM • Fr. E A OIRAOR • F. c ♦ FOLo Fr. c ovom Fr. E TILL FT. c TO COm ac rt PLAN" y. Jam, r BOTTOM 'LAI' RIATEa TpHf MAL F". 212 tlm arr. RLAIM M(AN wTma raHr NAL rretao oR NmEL 1NiTALL RILTrOR wAu wO AT !CRISIS Q IOQ R auLL NtERIMcrloR/ NOTE, SIDE LAPS OF METAL PLASTER CASES SMALL OE SECURED TO THEY SMALL CE TIED wrHWM4 0 N EPP.OIITS oo4lb-Ma (uI-rMM) WIRE AT INTERVALS NOT MORE THAN 1' (2n-MMz AS PER ASTn CI013 18L FOR REPAIR OF TEARS IN Ulm LAYERS, TEAS MAY BE PATCHED UM40M .MAP TAPE PER .AMP area OR FEEL 4 STICK WOOD "All S UILDI PAP@ STDG RAM.• MATERIAL) OVER APPROVED HONE! ~. R.Nwm TO EXTEND ONTO PINE I' OR Law PPI —� PMeTRATION CUT AND OVERLAP ONE SIDE OF / SELF-ADIERNO MEMBRANE 'LASFUN6 CNT AND Oddtl.M ONE SIDE OF CT—�p� STEP ���a� STEP 02 FOW-ACN1,4011ING MEMBRANE LAGWINS COAT CEMENT � 4IIC! IMm LAYER -, STUCCO uRAP METAL LATH MINES LAYER 4, FORTPICER UI16 LAYER'.. FOWPON CWLDNS PAPER IWLDN6 PAPER METAL LATH UMLAYER'S, S'aA• SILF-ADIERN6 MEMCRAPE STNCCO tUMAP FLASHING OVER 4.4' SELF-ADIEF04 T'EFICRAN6 INSTALL !FASTENERS (CLIPS, FLASMNS OVER APPROVED WOOD SNEATHINI STRAPS, STAPLES) AS MOM.MAP. RIQIIRED TO SECURES f0 P.)frETm Q'ITO p� PIPE/ RARE TO FRAMING 4'x4' SELF-ADFERNS MF•MDRM4! RAS14M OVER APPROVED waft WRAP. FLASMINS TO EXTOJD ONTO PIPE WOOD SHEATHING OR CMU WRB LAYER MI, STUCCO WRAP (FRAME ONLY) 'a' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFNIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. CONT. DEAD OF SEALANT TALL APPROVED HOUSEYRAP AIR LTRATION CARRIER OVER OATHS OVER STNC()O) TYP WALL SECTION) SECTION PER SECTION RM&Z CELrkr NIIYr1U oral UYMRYIU Exterbr uae of pory w amen[ gaaw, sMh —Ply aMh IM Applkatbn regWramanta of ASTM C 920-12A. ImWatlon of Rd.dDr IaNhq and fmmirig "I wRn AST. C 10M2-12A. LEGEND DRAINAGE PLANE (URB LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIRBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-84-1-09, MIN. 2.5 LBS- PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) L441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774E078 FAX 407-774-4078 wwwabdesigRgroup.com AA S: 0003326 at M,gg1T G �o 1 BVBDM Se L02: SILVERADO LOT #37 BLK #18 PROJECT# 04128.002-37181 MODMIA 4EBB "1828-CALL" OARAOE BwuVO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B INSTALL 6' 8ELF-ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECIUENCe OF FLASHING TO BE: 1. 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 50 AS TO DEFLECT 1 WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND 1..�. VENT-APPLY SEALANT ALL i JOINTS AND INTERSECTIONS, • APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Ys CAULKING • JOINT I I ALL AROUND PER SECTION R703.7 F_xterbr lathing and pleate rim BACKER ROD I I Exterior use of portland cement plaster shall comply with the application X: requirements of ASTM C 926-12A. Installation of exterior lathing and framing 1 ., shall comply with ASTM C 1063-12A. WRB LAYER h, 1 STUCCO WRAP ..: HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD BHEATWI G DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - • - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHIWx UNIT PREMANUF. DRYER I VENT CAP (SET IN CONT. SEALANT) SEALANT TOP r SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANLF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' 0A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO 27� I%w r`GVGiVG STUCCO SCRATCH COAT t 1 COAT OF PAINT tU/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION -APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO 1NSTALLINCs ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :0 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 $1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRAN ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 81-EATWM LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH WOOD -RM, TEXTURE SH •D CONBTRJCTION FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX e• a'lu V TO )p MID -WALL nw� arwnn .1. WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISM • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER el, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 7 STEP #2 WRB LAYER M, STUCCO WRAP APPLY 0 MIN NG ' GRADE 'D' FELT MEMBRANE FLASHING MEMBRANE FLASHING. OVER SELF -ADHERING FLASHING OVER APROVED HCUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ C.V. FNISN (SEE TYPICAL WALL SECTION) n_ METAL LATH STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 q t C 5 FBLK ADO 37 18 04128.002-37181 MODEL: 4EBB "1828—CALI" GARAGE awixG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (LJRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO F-ADHESIVE FLASHING - - - - - 2 1/2I/2' k CORNER BEAD (FASTENER 4 SPACING B l' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX- 407-7744078 www.abdosigngroup.com AA 8: 0003325 o 4 g BtMDly & LOT SILVERADO LOT #37 BLK #18 PROJECT# 04128.002-37181 MODELa 4EBB "1828-CAU" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO Rucn taN v- eery wom em"Twm esAlwom �eleT�vE / \ 9"TMCR 1W616TIVEGAM /I !(�' x T44e Impws � \ 6' ADWW40 I aa'ir w gg A.AeiaM+6 < 3 Q"TWMRER Posienve error `� \� 8AOkVJeTAMUR �T M POW&TNE rorn FL�M -� G,ALVD MVAL PETAL W ILAMIeG LA PLA eNND 7'an Y' X T f 8A TRH, FIA'AKm WR GAP UAMAULKM \ OR APPPVVW eEALANT Vi SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA e: 0003325 a s 0 BLTHDIV. de IAT SILVERADO LOT #37 BLK #18 PROJECT* 04128.002-37181 MODEIa 4EBB "1828-CALI" GARAOE BWDFG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH M B .2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -DRIP EDGE �\ I\ •1/8' TEXTURED I \ FINISH ® WOOD I \\ 1/2' TEXTURED \ FINISH • CMU \ METAL FASCIA \\ WRAP 4' FROM \ STUCCO, I' FROM \\ WOOD WALL \ 1/9' TEXTURED PNISN • WOOD, . 1/2' TEXTURED FNISH • CMx METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD GREATHNG x x x x x x OR Cm x UlRO LAYER N, x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WR6 LAYER °2, FORTIFISIER x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x I FRAME OR CMU 2X6 SUB 6AND �M CEMENT x x x x x x x x x x x x x x x x x x x x x i FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT O FL* I I �L QjyLY, FOR WALL OFF x SET OF COMPONENTS) "--EXTERIOR WALL \ (FRAME OR CMU) \\\ \\\ NOTE NOTCH FOR 2X(o \\ �\ SUB BAND ONLY \ \ ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) �\ I I1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH * CMU / 2x6 SUB -BAND W/I'x4' NOTCH a * I END, WRAPPED IN PEEL 4 STICK ® V'�` /t T I OI v METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®1=LAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WM'x4' NOTCH *END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x %\ x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x � x X X x X X x x x x x I J . x x x x x x x x x x x x x x x x x x x x . x x x x x x x x x x x X x �C7��•Z .x x x/ SUB BAND DETAIL 0 WALL W/KIC K- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1l 'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I0 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY i"I N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003325 V 0 atrzialy a� io'r SILVERADO LOT #37 BLK #18 PROJECT# 04128.002-37181 MODEla 4EBB "1828-CALI" GARAGE 8WINO: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 NPH AV. B aa'-A' 28'-8' 9'-8' 9'-6' 15'-10' 3.4. --FM-12X72 — --- 1 — — FM-1—------^ 4' CONIC. F, N cc$LAB ILL w I� Ja $731P2 LF-2024 10 I , . 1 r 1 FM-12X18 EXTEND 1.1 SLAB 1 1/2" I I TO-0— OPOF SLAB N in I I I I� I• I2 I I I .I I 5'-0' I I 1 PVC (4' CHASE TE-1 — *51/2 • ` I I § I �I m N m �I I LLI 1n I 1 EXTEND CONC. �� SLAB 11/2' 2 4l, �4' ao FM-12X18 I I SLAB $ wl N r, 1 *3,/2 1'' �---- b 2 71/2 � I 1 1 7 1.1 L FM-12X18 1.1 — J FMC-12X18 '� FM-12X18 FMC-12X18 i 4 4 ,.1 1.1 10'-21 3'-10' L2'-S' 16'-0' 2,-8• 21'4" 14'-0" 4'4' 39'-8" FOUNDATION PLAN SCALE: 1/4' - V-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U'-0', SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30'. #6 =38'), 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 06'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1.630-13/ASCE 6-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. SW-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR'S' MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" Q/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB ITHICKNESS REINF. REMARKS 6x6 WIAXWIA OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 7E-1 8' S 10 s + 0'-0' FM-12xi2 12' CONTINUOUS 12' - 2 #5s +0'-o' FM-12x18 12' CONTINUOUS 18' - (2) #78 FM-16x18 16• CONTINUOUS 16• FMC-12x18 12' CONTINUOUS 16 -7rR s VARIES a 24' s s 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngmup.com L AA #: 0003325 A � r q a atMDZV. As L,0T: SILVERADO LOT #37 BLK #18 PROJECT 04128.001-37181 MODEL.: 4EBB "1828—CALM" GARAGE OWUM: RIGHT PAGE: FOUNDATION PLAN %150 MPH 30' MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED _ I STEEL REINFORCING IN GROUTED �I.• CELL SEE PLAN FOR SIZE AND < n: CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS .. Pam., D aaC SPACING REQUIREMENTS ¢� aN — GARAGE DOOR ¢ W U W I Ja• RECESS _ 4a ErF,7 < g= 0 1a/1 Z 8' CMU WALL O U 8' CMU WALL I � AT IZLEG W W 89 io Z NORNER ON WITH EACH ULx� /nTOP + 0'-0' WAY AT ALL CHANGES IN DIRECTIONS KI OF SLAB TOP OF SLAB .. SO THAT THE STEEL REINF. IS CONTINUOUS ��"�nMATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1-STORY) ,8' EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAVATGE'r 4' CHAMFER fl�4� 2 - v. • .lo_ CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UN SET AT '- p. AT ELEV: W/ 1/2' ISOLATION '-.. 6' CHAMFER (2-STORY) W/ 1/2• ISOLATION (1STORY) JOINT (WHERE • • APPLICABLE) Z p4 24• SEE SCHEDULE #5 W% JOINT APPLICABLE) �,-.r�• Z 8' CHAMFER (2-STORY) 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (is, 2 TO 3, PROVIDE 2 BARS), UNO 4%B7 1. EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4'=1'-0' n 2 GARAGE SCALE:34=,'-°' 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3�4'=1'-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48• LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 18d COMMON AND NAIL W/ 16d COMMON NAILS, 4' BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' BTM. VERIFY HEIGHT OCCUR, OVER OF WALL W/ PLAN LAP TO OCCUR OVER STUD LAP TO OCCUR OVER STUD OF WALL W/ PLAN OVER w p a I 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING WAIL W/ SYP 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED j m NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O d SECURED 2- PART ¢ SPACING. SINGLE BTM. PLATE 1/2'x9' WEDGE ANCHOR W!2' BTM. PLATE TO BE PT. W/FLANGE @BASE M N. a S EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHERSET IN HIGH STRENGTH PROVIDE DBL. 70P PLATE SECURE 8T. PLATE TO � Q 8', UNO PLATE 5 EPDXY 5-1/2' EMBED. MIN. 016' OC SLAB W/tOd MASONRY o _ O FOLLOW ALL MANF. SIMP80N SPH4SPHB MAX. NAIL 18' O/C STAGGERED. m ¢ SPECIFlCATIONS FOR 0) Q PLATE BTM AND TOP PTE ADDITIONAL METAL SECURE FLANGE TO ( USE AND F=-- m PREPARATION OF cr ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL CONNECTORS NOT REQUIRED WHEN SLAB W/(a) 1/4' X2 1/4' O HOLE. m UPLIFT IS PRESENT. TAPCONS Z ¢ HOLES, DO NOT USE 10d w w x 3' cc SEE SLAB SCHEDULE m ¢ BEE SLAB SCHEDULE gQO a ,QQ TOP OF SLAB � ... , TOP OF SLAB . � 4 4' CHAMFER ISTORY) 6' CHAMFER (2-STORY)+:—a' e T— . EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 7 SCALE:3/4•=,'-o• (NO UPLIFT) SCALE:34'=,'-0 scALE:ya=,'-o (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48' 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 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING f WALL W/ SYP No 2 STUDS SEE ¢ " a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO �- BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ ¢ w m 18' O/C STAGGERED. ADDITIONAL METAL U d CONNECTORS NOT /n REQUIRED WHEN NO 0 8' CMU WALL UPLIFT IS PRESENT. �? +- 0'-0' POURED LINTEL CONT. (TYP.) W CMU FILLED CELL (TYP.) TOP OF SLABSEESLABSCHEDULE 2X WALL FRAMING WGROUTED SEE SLAB SCHEDULE 1/2'DIA S MPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO TOP OF SLAB e• f'ISOLATED'COLUMN PAD CELL, 4' FROM ENDS AND CENTERED UNDER WALL AND 16.O.C. VERTICALLY MAX < .—.'. POURED MONOLITHICALLY WITH -• , -- — r FOUNDATION AND SLAB SEESEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO ���INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD �� BLOCK WALL CONNECTION `� SCALE: 3/4'=1'-0' (NO UPLIFT) 10 SCALE: 3/4'=1'-O' SCALE: 3l4'=1'-0' i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdoeigngroup.com AA N: 0003325 g tall � � y 4 JiLL. SUBDIV. Ic L/OT: SILVERADO LOT #37 BLK #18 PROJECTIP 04128.002-37181 HODELa 4EBB "1828-CAU" GARAGE 8NDIG: RIGHT PAGE: DETAILS 150 MPH EXP. B 25'-10' 14'-8' 10'-W Fo rol b Y V-2- 4 v N _b N Zp � R N a 4 N N "v W W N b v N N p H Ell N a 'v N N 3$2�� 10'-6" DOWEL PLAN SCALE: 1/4" = V-0" 1441 M. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com L AA#:OOD3325 A Jill mild 1 1 �q .1111L.�j MM BVBDIR at LOT. SILVERADO LOT #37 BLx #18 PItoj" 04128.00 -37181 MODar1 4EBB "1828-CALI" OA AGE 81ru7O: RIGHT PAOE: DOWEL PLAN 150 MPH EXP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM L VARIES f�M O CLEAN OUT REQUIRED Q FOR INSPECTION m TIET/ERTICAL REBAR 3 TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZEI 48 BAR DIA. Z #3 18, 7 U N4 24' k5 30' 46 36' HORIZONTALNERTICAL 87 42' 1 REINFORCING SCALE: 3/4':1'-0' Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 a>. SPACING REQUIREMENTS Im mV Bla cr Z 8' CMU WALL TOP OF SLAB - q TOP OF SLAB SEE SLAB SCHEDULE Z W < a EXT. PORCH SLAB BAR SIZE 48 BAR DIA. Y q < 4-CHAMFER (1 STORY) p3 18' 0 • a q W/ 1/2' ISOLATION 6' CHAMFER (2-STORV) JOINT (WHERE a N4 24- APPLICABLE) Z MATCH STEEL p5 30' 8' PVC CHASE i REINFORCEMENT, THRFTING PER SCHEDULE 8' PVC CHASE THRU FOOTING U OOM7 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 314`=1'-0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS IF 1 1441 N' RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774,8078 FAX: 407-774-4078 wwwAbd6slgngroup.eom AA N: 0003325 12 i 4 g 4n In 2 O MO sUDDIV & LoP SILVERADO LOT #37 BLK #18 PROJECT 04128.002-37181 MODEU 4EBB "1828-CALI" GARAGE OWING: RIGHT 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) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER 0 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 O'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ZaNM 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 �I) W�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 4tnM4jN SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH V-S' (42) PRECAST 2231 4.4' (48n PRECAST low 4'4' (54') PRECAST 1685 6'4' (64') PRECAST 1217 6'40' (M PRECAST 1082 8'4' (76n PRECAST 606 T4' (80') PRECAST 743 64' (112') PRECAST 664 10$ (12r) PRECAST 475 11'4" (136m PRECAST m ir4' (144-) PRECAST 337 18'4' (180') PRECAST 206 14'4' (IOn PRECAST 278 14'4' (17n P NA 16'4' (1841 PRESTRESSED N.R. 04' Wn PRESTRESSED N.R. 16'4' Mn PRESTRESSED N.R. 21'W (268') P NA 2214' W) PREVRESSSD N.R. 24'4' CN669 PREIAFBSED lI�III�= d000�0 oo�m®mm omoomom 0m00000 oo��oom 0��0�00 ®8�0000 0©DODBL�O o©omo mm00000 mm000�i7!!CQ^ 0�00■��0 oomoo�cr oo®o©mo ommom�!� oommomv 000moota oom0oov 100�©�O(0 v00000v '©000mota a�ac�a�oo6>vv IODm��00 ©00000a� ost�siraa�s�a�sl a oa�0000a� '.��DODOm os�0000a� acmoaos�oo �oa�000B>os� Om�O��m N.R 01 1 210 1 411 1 94 f 04 1 1112 I 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TARN FROM SAFE LOAD TABLES' BYCASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE 8'PRECAST PRELATERAL HESSED ULOADS {INTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS �w SAFELOAD SAFE LOAD - POUNDS PER LINEAR FOOT 3'4' (42') PRECAST 1025 1024 1866 r4' (42) PRECAST 4'4' (46') PRECAST 756 763 1309 4.4' (48) PRECAST 4'4' (549 PRECAST SIR 561 1073 4.4' (64) PRECAST b'4' (641 PRECAST 411 411 746 T-C (64') PRECAST VAO' (70') PRECAST 340 336 618 V-10' (70') PRECAST " (76') PRECAZr sm 721 400 C4' (M PRECAST T4' (S09 PRECAST 424 534 383 T4' (In PRECAST r4' (112) PRECAST 320 612 MID 7W (11n PRECAST 10'4' (126) PRECAST 254 401 180 10'4' (128') PRECAST 11'4' (138) PRECAST 200 452 154 11'4' (138) PRECAST 1r4' (1441 PRECAST 244 402 IV 124' (144') PRECAST 1S4' (160') PRECAST 217 324 110 13-4- (160') PRECAST 14'4' (168') PRECAST 205 203 100 14'4' (IMn PRECAST W4' (178') PRESTRESSED N.R. 264 91 14'4' (17n PRE61 1" (1641 PREISTRIESOM N.R. M 88 1SW (1841 PRB611iE8BED 17'4' (208') FhiES7Ftl N.R. 194 64 1T4' Wn PRESTRESSED 10'4' MZ1 PRESTRESSED N.R. 146 62 19`4' Mn PRESTRESSED 2VW W7 PRETTPOW N.R. 126 42 21'-4' On PREBTR� 2Z4' (7641 PRUnEMNJt 116 40 2r4' OW OB'7 W-O' P" PRESTRESSED NA W 83 24'4' Mn(280') PRESIREHBED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 1&0126.03 L - - - - - - - - - I - - - m - - - - - J % - - - - - - - - - - - - - - I - - - - - m - - - - - - m - J LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 O C2 gt: u C a aUDDIV. Ae IAT SILVERADO LOT #37 BLK #18 PROJECT 04128.00-37181 MODEIa 4EBB "1828-CALI" GARAGE OWMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH W. B #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4'-1'-0' PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. F= FILLED W/ GROUT U = UNFILLED $r16-1T/1 NOMINAL—� e QP HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/l Ml0B INDICATES A DOUBLE BOND BEAM AND XFXX-1TAM/OB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1Mf0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYR 8'x8' BOND BEAM 1° 1k5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #6 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. S'xl6' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •,'; COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. S. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. N—fi 0 OF #5'S, IN 2ND BOND BEAM COURSE M/ B k OF #VS. BOTTOM PLACED IN LINTEL WINDOW PRE -CAST "a 14P WINDOW SILL = g —SLOPE it en TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 t/2'=1'-0' Sx16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8xS BOND BEAM TOP OF W/ (1) #5 BAR .y _ BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Sx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE G SCALE: LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Tnc PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1.3/16 TAPOON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18, O.C. MAX. MIN 1-1/4' EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1•1/4' EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .3DO MIN EMBEDMENT 1 /2X4SOLIDBLOCKING — i/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ 8' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END EMBEDMENT WOES SHEATHING 5 ARCHWAY FRAMING DETAIL SCALE: 3/4'=1'-0' 1 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FIL N I BOND. BEAM PROVIDE #5 BAR EL REINF. OF AT EACH SIDE STEOF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM L441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744018 VA W.abdesigngroup.com L AA 8: 0003325 �a% t q a BUHDIV. ac LrOT: SILVERADO LOT #37 BLK #18 PROJECT 04128.002-37181 MODEZA 4EBB "1828—CAU" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B SCALE: 1/4"=1'-0" 8DREET S2.1A no t FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12' 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. 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 HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. 00, CJ1 N - - - - m N CJ1 q q (,`,3- `(N N H 18 N N H N H N R M N N N N J3 y CJ6 >� N 11 N N N p N 11 H H N N N CJ6 ,A ,A .1 A14G .1 Q 1A - . \- ... ---s--------- �-s----- 1A — - — - — - .ate..... ........:-........ PREFABRICATED ROOF T%189E.8 0 2PO.C. MAC to 1A 1 .....................� 1 ATTIC I ...........�-� ...... _ A13 IA ,AaA' 1 A15 1A A78 7 8 7 8 FRAMING PLAN SCALE: 1/4' - l'-0" 1441 N. RONALD REAGAN 61 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA B: 0003325 sa$ a S SUDDIV So L0751 SILVERADO LOT #37 BILK #18 PROJECT* 04128.002-37181 MODEL: 4EBB "1828-CALYI OARAGE 8V►ING: RIGHT PAGE: FRAMING PLAN 150 MPH Fff. B SCALE: 1/4-=1'-0" SHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 in NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 e NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)18d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12'O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE k 1100 UPLIFT SIMPSON 'ROOF/WALL/FLOOR HTSM20 W/10 10d TO SHEATHING TRUSS AND (4) 1/4' x 2 1/4' FASTENER SCHEDULE' TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP N2 2' x 4', a 19W UPLIFT (2) SIMPSON 6% 8' x 4'-O' MAY BE ADDED HTSM20 INSTALLED ON PRE -ENG TRUSS W/ 10d NAILS, 2 ROWS, 3- OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4' x 2 1/4' ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS, CONT POURED LINTEL ENGINEERED WOOD TRUSSES ® 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT. U:2705 LBS (2 PLY) S lb is TYPICAL TRUSS/ G� GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0. O.C. (AT SHEATHING V-0' TO 30'-0- (1)'X' BRACE2(2)10d SEAMS) 30'-1' TO 60'-0 (3)'X' BRACESECURE 2x8 PT. PLATE (1)'X' BRACE @ CENTERTO BLK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6' SEE ARCHITECTURALMIN. EMBED. AT 32' OC MAX. IE-ENG GABLE TRUSSSECURE GABLE TO 2xe P.T. PLATE W/ 12d's 8' STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED W/ 'a @ EACHTRUSS TO BE INSTALLED .. 19-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. OUTER 1/3 ( SPAN ONLY BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4'=1'-0' PLATE DEPTH 1/4`D —HOLE EDGE >5/8' —HOLE DIAMETER <2/5'D SGL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 il2'=1'-0' EDGE >5/8' HOLE DIAMETER <3/5'D DBL. STUD THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F7 AND F2 FORCES. 11 ALTERNATE MATERIALS _ SCALE: 3/4'=1'-0' TITEN 2 ANCHORS MIN. 2' COVER $ 2' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroup.com L AA N: 0003325 14� i % C SVSDIV. AC I.OT: SILVERADO LOT #37 BLK #18 PROJECT/ 04128.002-37181 MODELc 4EBB "1828-CALI" GARAGE 811ING: RIGHT PAGE: DETAILS %150 MPH EXP. B PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24- O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING Q VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 8' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'-1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com l AA N: 0003325 C c 7 F 6 9tmDIV ae LOT: SILVERADO LOT #37 BLK #18 PROJECT/ 04128.002-37181 MODEsA 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B 20 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d O EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0- TO 30'-0' (1)'X' BRACE 30'-1- TO 60'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE O CENTER 12)'W BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB B FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 15d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES O 24' O/C, Ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's O MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:34'=1'-0' PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. iE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774$078 FAX: 407-7744078 www.abdesigngmup.com AA N: 0003325 A i to 4 � [pnoizcT# VHDIV. As LOT SILVERADO LOT #37 BLK #18 04128.002-37181 MODEia 4EBB "1828-CALL" GARAGE B11ING: RIGHT PAGE: DETAMS %150 MPH EXP. B L At NO W7xiNo 3 D � 06/09/20 BCALM: 1/4"=1'-0" B*vr.w S3.1C A OABIE-END NIP RODF A`�I` ROOF WIND DESIGN PRESSURES NVT (GROSS) 0 ZONE i = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43,53) 'A'= W-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: 'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.18 ROOF DUPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' 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 8d GUN NAILS 0 4' O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STA. SHANK 8d RING SHANK, 2 1/2' 0.120' 170,000 1 NG 16-2 ORINGS SCREW SHANK ER I ER 8d SCREW SHANK 2 1/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 'v Z w Zo a w Y Z U =O Z cr 8d RING SHANK GUN NAILS 0 4" O.C. .- TOP & BOTTOM EDGES .. Z 0 . 2 � � w • C7 Li YdT 2 N U V=i0 ® J Z ZY j _ $ • C7 rn Y 3 Q cw =S N N Z.� ?LU z w 0 w be U In O C) e Z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RYX3F RNFATHINTG 11-11._-I mmm 11 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ENw FRAMING Ced RING SHANK GUN NAILS 0 W O.C. IN FIELD •� ( . TO BE STRUCTURAL GRADE Ced RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.7 FIELD TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SNALL CONFORM TO ASTM C33. WJOMUMAGGREOATE SIZE SHALL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL. PLUMBING AND SITE DRAWINGS. CONSULT pRpy10E 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 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: FBC-R 2017, eM EDITION MLEXPOS�EDGES OF CONCRETE ARE TO BECHAMFLBtED 31/'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 118-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Rb . 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-19/ASCE S73 NISI SPECIFICATION FOR THE DESIGN OF PROVIDE 648L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SIABS-0NGROUND WHERE INDICATED ON ELASTICITY .1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE' PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 026 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" 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, ft EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NONSTRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SIP 02, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. R IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH, SHALL BE ASTM A786, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED N-W OC, EACH WAY. BE TOES-GRADE0 AND FABRICATED IN ACCORDANCE WITH A, TRUSS BESIGNEDSPECIFICATIONS FOR DESIGN SHALL STRESS -GRADE LUMBER AND ITS FASTENINGS" DESINALGNS THE NFLO TRUSS DESIGNS SHALL BE SIGNED AND SEALED REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. BY E SEALED 8Y A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CT R DIMENSIONS R DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL D HENS S PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF AND BE MANUFACTURED FROM STEEL T WOPERFORMED AND SH LL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. O WORK A REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE A3TM et 6 A MEETING THE REQUIREMENTS OF ASTM A448. GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. D SHALL GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESI` GN LOADS-" W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-1 4, 'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND rPIwrCA SCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 p91 VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 p4f TOP CHORD-nan-ca mnt RAND EVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' p6 BAR . 36• WOOD TRUSSES. 10 pd BTM CHORD -non-Da rit N6 BAR -.30' 67 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 3W CORNER BARS, BOND BEAM ONLY. LAPPED AND TIED TO EACH BEAM REBAR, 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 A68.1-1982. p TOP CHORD p TOP CHORD (7 p9f ASPHALT SHINGLES) s WY No OVPCRETE) (7 f (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 P t B 10psfAD BTM CHORD 5 pd BTM CHORD B THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: /ODM MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 p9f WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PBf WIND: DEAD LOAD SPEED=1R2017) MPH SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE (RBC EXPOSURE 8, RISK CATEGORY Iq S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMBED ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE::40p HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 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 GUARD NTS: PASSENGER AND DECKS: GUARDS AND HANDRAILS: COMPONENTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OM: 4 GARAGES: 60pM, ROOMS OTHER THAN SLEEPING ROOM: 4ap9f, SLEEPING ROOMS: 30pB1, STAIRS: AGE N SLEEPING ROOMS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pHe1tCLE MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 630/ ASCE 6/TMS 402, BUILDING CODE REQUIREMENTS FOR PLANS A A PLANS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND RE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm. 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT MI AS C-676, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH Of 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 9/6' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pBf, FOOTING TYPE'M' OR *S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSQNS THAT EMEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER 70 VERIFY 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. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER, STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI PEOULAR WEIGHT FOR FOOTINGS, AND SLABON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED S M-PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COWLYWITH ALL THE REOUIREMENTS OF ACI 301 AND ASTM C440R MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MAX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLAI-0E NTHTHE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.112' fOR Ib AND SMALLER Y FOR 63 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.11P FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy . 36 W FOR ANGLES, PLATE$, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B Fy . 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy - 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BABES SHALL BE A8TM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 917E TTPE 9PACMD RENAPof9 APPLDATDN BDE TYPE BPACMq RENMRNS 1#PTFURRMDTO CASE HARDENEOCOx F,� MMGE DOOR BUCK tN'OLl T APCON AIA90NR Y O, OD rz'EAIBED., 4•ENDDIST., AI,l9OrIRY/GONG. NNLI trz'LONG. To—, , NIO WASHER FPBTENEq trz'ED(ff DL4T. SOD, AL. E%T.OooRS CASEHAMENE IL 4'OD NINDDWDOOW FASTENED GARAGE DOOR BUCK trz'pU. WI E%PANBIONBOLT 2A•QC A'FMBED., A'ENO 019T., 1P PT, 9EENOTES NAIL 11lY LONG. STAGGERFO INTO MASONMDONC, To YEDGE D. WMDOWBUCK CA9EHARDENEDC00. M•OD WMWW,DOOR/FABTENEO NEru9TRAPTo CONTACT THIS ENGINEER FOR SPACING I. PT, SEE NOTES NAIL 11lY LONG. BTAGw.. INTO NLJI v INC. NABOrIRY/c«¢. REQUIREMENTS EXT.9WNGDOOA I3)WtE'DW. TAPCdr 1CQC 11rz' EMBED,B' END. NON SEA.. WOOD 1/Y• ExPANBDN A'E-1, 1END bOC BUCK#PT, SEE NOTE! NO WA9Nffq FABINER 019T., 1 Ill EDGE DIBT. WALL TO LONo. BLAB WIWA9HER BOLT DIST.,T—EDIK #PTWINoOWIR)" 0.1GY 1A 17 tB` f'OD A'ENO DEtT.,t lrz' 'To STEELOOL..9EE W,/WA81ffq STAGGERED EDGE -T. �NOTEe 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 6. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. III MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPOONS OR PAP TO THE SUBSTRATE. 1"I. N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 111: 0003326 A Mgt, y R reumm as wlil SILVERADO LOT #37 BLK #18 PROJECTO 04128.002-37181 MODEZA 4EBB "1828-CAU" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH rg. B 08 09 20 DATE: SCALE: 1/4"=1'-0" SN1 ��1I��VQ Z3�L ilp