Loading...
HomeMy WebLinkAbout35575 Burma Reed Dr99 91828-4EBB-CAL19 HOMES 12602 TELECOM nFtIVE, TAMPA, FL. 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW ATE AUG � 1 2020 CITY OF Z.EPHYRHILLS _ PLAN EXAMINE • STATE OF FLORIDA . CERTIFIED BUILDING CONTRACTOR: n DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nn= BUgnn CODE, UMEMM, 1MR 61N Epp ( � • AIL UX W AND STATE CM ��PP,.' -OCCUPANCY — RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB '�• INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=150 MPH Vasa=11e MPH :EXPOSURE '°�0�� - B RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR ADC. AIR CONDITION ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL LINE NAB. CABINET CLC° CEILING CLR. CLEAR CONC. CONCRETE CPT. CARPET N.T. DRRAM(CTILB D. DRYER De DOUBLE D.G. DUAL GLAZED DU DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEPRA.G. DR. DOOR DS. DOWNSPOUT DTL. DETAIL FD.AW.' EACHASHER ELEV. ELEVATION EQ. EQUAL H. EXHAUST EXT. EXTERIOR F.G./FX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR FLOOR FLUOR. FLUORESCENT FP_ DR. FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT TER CIRCUIT INTERRUPTER GL. GLASS OYP. BD. GYPSUM BOARD HOSE BE3 H-BH.C. HOLLOW CORE HDR. HEADER HOT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. MUM. M.C. MPR. MIN. MM.T. TD. MTL. N.T.S. O.C. PL P.B. PH. PLY. PR PR. P.T. R. RAD. REF RM. FLO. SSc. .D. S.H. SHT. SHTHG. SHWJL SIN. SL. SL.GL. STD. Sws TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. w. w/ WD. WDW. W.I. LAVATORY LUMINOUS LUMINOUS CABINET MANUFACTURER MINIMUM METAL MOUNTED METAL NOT C SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLAT* PLYWOOD PAIR PRESSURE TREATED::E RISER RADIUS RETURN AIRGRI L REFRIGERATOR ROOM ROUGH OPENING SOLTDCOREEXT SMOKEDETTECTORR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TOP OF TYPICAL UNLESS NOTED VAPOR RSOOF WASHER WITH Wool) WINDOW WATERTTER WROUGHT IRON DATE D88CRLPT(ON olnbM Gpy p ARCHITECTURAL SHEET DESCRIPTION "AS 2on FOC SATE PG Cl—COVER SHEET PG GN-GENERAL NOTES PG —FLOOR LAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pl -PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl -DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS OV16A6 CpggE.gp 02/ M SIDN6 ELEVATI" ADDED NAM cDBFE•I881ED MASM FOOTNGRNEVI810WPERMBOW Cp'8RE- ADDED QJRBLE88 HOOTER AT GARAGE DETAIL (FORT MYERB) PLANMANTE444M E&44,A"% 11EVI*ED LNTEL &ZE AT PRGNi ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ADDED ADDITIONAL RECEPTACLE N GARAGE PER WLL BAT" (MELBJ SQ.FT. CALL. S REVISED HVAC vOL E8 ON SOFT CALC SCHEDULE (MELW ' ADDED'EMEItlORMONO DEEPFOOTER'DETAIL RJBiIA(ORU LIVF/G IB2aBOLPT. GARAGE 4W Ga FT. ENTRY 16 Ba FT. LANAI w ea FT TOTAL 2>62 Ga FT. d ObRUIS ADDED LED L*HTB a KITCHEN 4 BATH PER MARK BOYEB VV" ADDED STONE OPT10N ELEVATION G 1 D (TAU FA) 09AIM ELEVATION Y,' SIDN6-ADDED LOUVER • GABLE ROOF �,Iy aoDEooPr,g�-m'cEILNGHErANr* ®11 M REPLACE USP CONNECTOR* WITH SP WN CONNECTORS 04OM REVISE E3KAVENT RADON PLAN DIMENSIONS 041VM OFT. V-D' CLCL HGT.- ADDED LED LIGHT N FOYER COMM OPT. W-0' GIG. HGT. ELEVATION 'C'- REVISED W*HT OF ARC"T ADDED ELEVATIONS �' H TT'roRu STRUCTURAL SHEET DESCRIPTION O* mm ADDED ELEVATIONS T'IG'-7'N'-T1B' (OIL) PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG S3.1C-DETAILS PG SNl-DETAILS DRAWING /CONTRACT DOCUMENT ���yr� REVIEW BY BUILDER BUILDER ASSUMES ALL LIABILITY FOR IEW/H INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN' R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TARES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 000332E 1 � T it 7 0 mtMD:v & ><.OT SILVERADO LOT #11 BLK. #19 PROJECTIT 04128,002-11191 MODE", 4EBB "1828-CALI" GARAGE > WWCt: LEFT PAGE: COVER SHEET 150 MR 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN FINE 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 ROOFNMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 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, I/? 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 - 1"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. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: I. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS 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. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA N: 0003326 yh C b i4 OUBDM Sc I.OT: SILVERADO LOT #11 BLK #19 PROJECTN 04128.002-11191 MODLIU 4EBB "1828-CALI" GARAGE 81RNG: LEFT PAGE: GENERAL NOTES 150 MPH EXR B V +I - V%-. - On a',1111110 01111111111110'11111111110 oppl!n � � I op p o • I 'll a � o Ip 1' 10' oi1111111LE Rm � r i = � O ME loom� 0 �o � IL V e O •Q . Q1 AS -" _ - CODE ..� aWAGE / a p 36'X12' ow �._._gn E1 M o c o■ o oi111111110 011/111110 1'I111110 pow�r1mcaLm o'd1E110 El SQ.FT. CAM'S LIVPYs IA28 8Q. FT. G4RAC:E 430 90. FT. ENTR1 16 SQ. FT. LANAI as ea FT. TOTAL 2,362 Sa FT. 091EaA,MINQ 6SWU OIOLIM m ZOIE OWHOD(MD RHMII® MIN. WINDOW IV $ 24/-33 CRITERIA EXTERIOR 8WINda 18 S 24/-31 DR. MIN. CRITERIA SAD. MIN. 41 S 23/-29 CRITERIA.. OND. 112 S 20.4/-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 STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. L DDL. TOP PLATE 9 in BAR DETAIL A SCALE, 1/2'.I'-0' ARCH DTL. B SCALE. IQ " I'-0' FLOOR PLAN SCALE: 1/4' . 1'-0' -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (38 MM) IN THICIQJESS, SOLID OR HONEYCOMB -CORE STEEL DOOR& NOT LESS THAN 1 3/8' 08 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWpgroup.com AA #: 0003326 k b b BU]3 IV. a IAT: SILVERADO LOT #11 BLK. #19 PIMOJMCT#1 04128.002-11191 MODRI1 4EBB "1828-CALI" GAP.AOZO eWNnad: LEFT PAOIC: FLOOR PLAN 150 MPH EXP. nIUNT 8/09/20 4"=1'-O" l BLDG. NGT FYPONLVI2X24 OR EQUIVALENT Oar. COACH LIGHT (TYP.) (TYR) IIII ■■ ■■Lill ' �I� i ICI I� IIII ■■ NMI — EQUIVALENT �I ►�I ICI i = IIII ■■ ■■IIIIISAND - ICI I�Ijl�l ICI -- " 0'-fad' FIN. FRONT ELEVATION SCALE: V4 . I'-& TEXTURED FINISH NOTE: WALL FENESTRATION FLASWING AS PER FBCR R103.4 OFF RIDGE VENT I�b OFF RIDGE VENT AREA OF ATTIC 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/30D = 7B VENTILATION AREA SIX INCHES PER FT.(144) = 1134.72 SO. IN. N3N. REQUIREDVENTILATION .5% 1134.72 IN UPPER PORTION OF ATM 567.36 SO, IN. OFF RIDGE VENTILATION AREA 115 50, IN. PER VENT 567.36 /115 TOTALVENTS REQUIRED = 493357 :OF TOTAL OF VENTSPROVIDED • 5 'AREA OF ATnc ISTNE PERINTTTER OF THE HOUSE, LESS THE OVERHANG E%iERgR OF WALLTO DMIOR OF WALL NO OVERHANGS INCLUDED ,�8'-S�I�s. HGTHGT. 100 i NO TL WA OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 'a i- 0'-O' FIN. FLR. `'' 0'-O' FIN. FLR LEFT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH Ij OFF RIDGE VENT OFF RIDGE VENT 8'-8' BRa.F-1 HGT. •v iV 0'-O' FINO'- FLFt. ----_-_---_-_-----_-_-_ _-_-_-_-_-_---_-_ RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISW L I I 2' I I I I a I i4 I I I DECO. DTL. (-A-)DECO. -0' FIN. FLR. 1441 N. RONALD REAGAN SLM LONGWOOD, FL 32750 PH: 407-774-8078 FAX 407-7744078 www.ebdeslgngroup.com AA A: 0003328 J -.74 b b S mDm a LOT: SILVERADO LOT #11 BLK. #19 PROJECT# 04128.002-11191 MODEL 4EBB "1828—CALI" GARAGE EWDM: LEFT PAGE: ELEVATIONS :7D7' 150 MPH EXA B sawn a DATE 8/09/20 BCALE: 1/4"=1'-0" a>EIEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e WY OUTLET 20 AMP 06OW rOLS NOV OUTLET IIOY OUTLET U2 OP OUTLET 4114e0 TO WON OR NOV OUTLET E-RYD WA?AH2 PAUL NiNrIR RAMPM REN6TANT TTPU 220V ounzT to WIC OONeonaN DR. "TEW C OUTLET OAOUD NWT NIERVIEI! bUTCN !WITCH !-WAY omit 64 SWITCH 44WAY OPER. WALL rlOuaw LOW CELM LI12MT © LED CLQ6 LIOW LSO VAPOR GYP PROOF LOW O yp YAP-- PROOP LOW Omcnew uN eVENT.I - I oM MR $a Pr. VENT. NN YYLEMT I oTM rE- SC PT. Y Mum renEcs Teo aT ® 2-111Aa WaM AR0160 l ) l MNT) k� 2' MJ1-eHCENT 4' FLUORESCENT p ro—�-er G 4' TRACK LkWT o PANEL METER &=a DETEOTOR eATT eAae4a• IIILUS®WIw rs.1 L.J awww -- mOT9 M'IOGTBCT DETECT SMALL EE A wsrawa OP NOT LOG MHN 4' P"CM "ALL MVANT LOW Lf\ NATURAL OM OUTLET . TEJD%I i JACK WM WA a,WR � ro rIIEE,ID,WIflelm, SO AW ON JWLRXU- CE sox JO J-eaa TO w Ea•raRrw N ACCORD .wca —am MARIaD A6 SUCH FM 4L WIOU C.LM NNLOM TO SESUTONw N ACC -OINK[ lW SOX MAIKED AS DUCAH NOR coca 24' #4CANDE/CIW LI&W STROP ccnn x' NCAMEICENT LOW 6 pt r 4W INCANDESCENT LEMT 6TIEr FLOOD LtlMT F OPT. nx IQTI•AoSE- • RE. FUH-aUTTCN P--CNSm 1100 WORT • LOCATION OF TV JACKS N PNO/E OUTLETS A PALE TO w vERPIED . Ha ISOUNN R rm-eawTwIcraH MEETNO. • ALL E A 20 AMP ORANCM CIRCITS TO aE ANC PAWT PROTB== RR MACTTNCAL rRDYMOM OR MM iTY abrclOW r20M) NEC 21OD 20M aOnlOa • 2O AMP DEDICATED LAUpVw CIHCWT. • Ow . ISLAND (NOT CN KffCWDi CW-CUT) • OkMUANlR DISCONNECT TO aE LOCK -IT N PANE. • 9LATN-COM EXHAUST PAN TO NAVE MN CAPACITY OF 00 OM WNPMTMW PER ELECINCAL PRO TSKINS OP 6=1 N M15013 PaCJ- iTY EDITION dm). • LAUIDW RCOT NECET•TACLE 61LALL w QA0000 PALT Camcw-ME owreR PROTECTION MR PERSONNEL ON POWERS • WIRNO METHOD SMALL w NON METALLIC CAME rot LL=TItlCAL nHDN610E or �ttM ro t201Ti • ALL WORK TO COMPLY UITH ELECIRK.AL PRONSIOW OF TK Pa0! iTY m (2eT11 • I. LAFIP41 eueLL R Y eT n eta Mo 16! a LIOYTNR f116t SIR EERSY E*Ir ilm TTPa P!R WOIneaNC»Zen. iN. eDlrteN RAeu 0---------------------------- OPT. COACH L4"T ELECTRICAL PLAN SCALE. 1/4' . I'-O' MTD. LIC.HT TO 15E INSTALLED, PROVIDE J-BOX POR OPT. FAN I - I I16'r-6, LED LIGHTING ® SINGLE LAV. e BATH 02 I I I . I I L I I I I ® I I M I I I I L i I � I I = i l LED LIGHTING ® DOUBLE LAV. 011MR' BATH WP Paml MAIN -A �.'4'1•�0 m®EEEE�7•�OE®E® ®OO�o�0©O ���E�Eiw EEa PANEL -A Ei17Em0E�L_t"I♦0E7."'E mOE�L"S."S�DEm® lmmmMwmm N- ®omaaE�ET^TP�A:�EEE�m mE��oESEE® ®o©S "�0WE7w SIEMENS EW�EWWL� 011111111111 OKO ® WINES 7:��1!• SIEMENS! !:•>• !a•aaaa�r��W�� 7LuT Ta�EaO�� EEC 0 m ISO AMP ELECTRICAL RISER NOT TO SCALE. 4049t4 . NOTE& A ELSOTMOAL MATTEIIEN.6 AND INSTALLATIONS 04" COTLY W 4 610nCCAL rR7VINON6 OF TIE BK.E.tllt EQJ ) LOCAL COODE6. AND ALL LOCAL POWER 6 ALL C42CWW M .HALL w I T M TTH.4naN UNLESS NOTED OTIEIRYUE. PROVED! M AMP, 010440 VOLT, I PHASE SKOOART= ELECTOCAL SERVICE. PROVED! S H COPPER (OW N I-VJ" DIA SCHEDULE M PA- CONDIT OR PROVIDE a 4Aa ALU I M (AL) N 2" CIA SCHEDULE W PVC CONDUIT UNLESS SERVICE N P'ROv1DED ET THE SLECtlaa CO'H•AW C70RDNA7E WTM TM EEtCTIaC CaMPA V PRIOR TD END. N 2• CONDUT OR $ RT . O„ldYWGJ 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.8078 FAX 407-7744078 www.abd66lgngmup.com AA 8: 0003325 1 17 Mom i i t Q b b F LVERADO OT #11 LK. #19 CT#E 04128.002-11191 MODELA 4EBB "1828-CALL" GARAGE 9TfWC: LEFT PACE: ELECTRICAL PLAN 150 MPH EXP. B c-.-HATE-i 6/RVICE DIGCONWCT Sw"CN AND s0 Alr I20VJ40 VOLT M EL.ECTTEC TITER IN NE U aR ENCLOSURE! 1 FLO PANEL � saw&=SENVI E-IIITIR N"t4NGE:1-ATTCE HE-VWL WNIRAWCt tQIPI'MR EAMR VCLTAOE COMNSOn L6 1.4 cv 01MACE ORMM coNEOTw TO SCALE: 1/4-=1 C-NCETE 04C M POSTER 6TRL rER ELeenaeAL n-OVINCNS ar Tw SkOLMH SKEET 64" C" X 6 PT LONG COPPER CLAD aw-ND ROD El 21 2 VTR 1/2' r u2.. I \ i � 1 2% LAY 3 I I I 2 SHUR V2. 2 WASHER (I J KITCHEN S2,ow W/ AUTO VENT i�rx II/2L,��r1 I 12-12q 1 { A-K I T<'B PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 • 1'-m' TO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003325 a BVHDM ae LOT SILVERADO LOT #11 BLK #19 PROJECT* 04128.002-11191 MODRI,c 4EBB "1828-CALI" GARAGE 811ING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B Dw� 6/09/20 SCALE: 1/4"=1'-0" 8HEET P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FAS a MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRJCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC BTH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 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. 8. ALL EXHAUSTED IBATH ROOMS, 614ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 514ALL HAVE AN APPROVED FIRE OR FIRE/8MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FSC 6TH EDITION (20n) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM;k! AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLERIOR WALL VC CONDENSATE DRAIN LINE EVAP.TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING MIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL, OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 66000 INSIDE SERIES NICKEL BRA66 TOP CAULK P.VG OPTI/SPEC FLOOR SLAB CLEAN -OUT (YPN4 LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE" RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN a LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TWRJ AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONB UNIT SIMPSON WS ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) %XI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED zEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN ALE, 1/4 " I'-0' NOTE= ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosig"Sroup.com AA#:0003325 h ly [lit 74 O 008 aUDDIV. Ac LOT SILVERADO LOT #11 BLK. #19 PAOJECT# 04128.002-11191 MODEIa 4EBB "1828-CALI" GARAGE BIWMG: LEFT PACE: MECHANICAL PLAN 150 MPH EXP. B a 6/09/20 BCALE: 1/4"=1'-0" aH MT M1 ITER+Er&l 2X4 TOP PLATE �� T PIE -FAD TRUSS 1/2. CLG. DOARD 1/2' DRYWALL T'�Y SECURE ST. STUDS �24' PLATE TO SLAG or_ IOd MASONRY NAIL • 32' O.C. MAX 1 Ir FIN. FLR. rw 1 m. a I ulna Iry PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL (NON— BRG. ) �1 SCALE. 3/4' • I'-O' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (D- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A VIPE THROUGH BOND BEAM D1 SCALE, 3/4'■1'-0' M ua pn suuvsrawsu�N ,cm r mr. o- so. OW MAN B GAS LINE THRU BLACK sane. vr. -i i a GARAGE DOOR JAMBS D1 SCALE: 1I/2'•I'-0' FIBERCsLASB SHINGLES 2X4 SPP 24' OZ. MAX. OVER r30 FELT PAPER OR SECURE W/ (2) 12d NAILS FISERGLA66 SHINGLES SYNTHETIC PRODUCT, 0 EA END OVER "30 FELT PAPER INSTALLED PER SECTION 2x FIDEFIGLASS SHINGLES FIBERGLASS SHNGLES OR SYNTHETIC R908.I.I ON J' OA.B. PER STRUCTURAL DETAILSTRUSSES OVER 30 FELT PAPER OR OVER W FELT PAPER PRODUCT, INSTALLED 81 Cs R CDX SYNTHETIC PRODUCT, OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90b.1.1 I PLYWOOD SECURED PER PLYWOOD S D RW51.1 ON INSTALLED PER SECTION ON �' OAS. SHEATHING FASTENER SCHEDULE PER SECTION RWb.I.I OR �' CDX PLYWOOD STIFFSACK AT ALL UPRIGHTS SWATHING OR k CDX ON J� O.S.B. SHEATHING S/8' GYPSUM DOA SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR k COX PLYWOOD OR I/1' HIGH FASTENER SCHEDULE I, 0• 11.01 FASTENER SCHEDULE SECURED PER STRENGTH CLG. TYP. PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE FASTENER SCHEDULE BOARD MTL. DRIP EDGE OJa. ON. ,.k PER EI-ravAncm L REFERENCE RUC STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS PRE-ENG TRUSS SEE ENERGY CODE FORMS INSULATION R-VALUES PRE- TRUSS ELEVATIONS VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE PRE -ENS. GABLE TRIG INSULATION R-vSEE ENERGY UEB FOR PRE-ENG LADLE TR1188 PER ELEVATION WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER Typ 2x FASCIA PER ELEVATIONS OA ELEVATIONS P.T. SECURED IAIILS 5/6' GYPSUM BOARD OR 1/2' ER 2x P.T. SECUREDTAILS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DET2x HKsFI STRENGTH CLG. OOARD STRUCTURAL DEER WNDOW ATTACHMENT PER MANUFACTU RES �AS SP SPECIFICATIONS R-41 INSULATION 1/2' THICK, 2 COAT REFESTIFRENCE WINDOWPER MENTSPEC �RT� CEMENT AS NUFACATURES RENCE DIRECTLY TO MASONRY Ix2 P.T. RIBBING STRUCTURAL STRIPS • 24' O.C. 1/2' THICK 2 COAT PORTLAND Ix2 P.T. RIBBING S' CI'N CEMENT PLASTER APPLIED STRIPS • 24' O.C. 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK 2 COAT I/2• GYP, WL. OD. CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. Cm DIRECTLY TO MASONRY WOOD SAW LA T R APPLIED WOOD BASE DIRECTLY TO MASONRY 0 -0' FIN. FLRj _ _ 0'-0' FIN. FLR 0'-0' FN. FLR� _ 0'-0' FIN. R-R a, amllu a a a a W/ WINDOW OPENING TYP. WALL SECTION SECTION n W/ WINDOW OPENING TYP WALL n � H B�NING _SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2)LAAYERIUNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'.I'-®' — 15 REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-0* OF 4.12 OR GREATER lU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 41369 TYPE IV, OR ASTM D 615'1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAK 407.774-407B www.abdosigngmup.com AA #: 0003325 J flit - '7' Y a aUBD:v 46 SILVERADO LOT #11 BLK. #19 PROJECT* 04128.002-11191 MODEU 4EBB "1828—CALI" GARAGE SITING: LEFT PAGE: DETAILS 150 MPH EXP. B DRINT ATIC.• 6/09/20 BCALE: 1/4"=1'-0" aHEET D1 sin. 2X► P.T. • CENTER Or DOOR WEAMM lECURD YV (U V2' X S' J-1100 IW 4• MK EMMOMENT IW2'XrXWW#SHIR4NUT OR W/ (2) V2' X P ANCHOR DOLTS UV 2' X 2• X V6' WAILER 4 NUT go go 8EO1N! 2X4 ON 111 PLAT TO SILK W/ MASONRY NAILS. 2X6 6AR4OE C= NICK ![CURED UV (0) V2' X IVJ-DOLT OR ANCHOR E DOLTS, 1w 4• MIN. W IDEDP'INT, ILV 2' X r X I)S' 44614ER 4 NUT. (11 WTNIN S' OF TOP. (U WITHIN S' Or THE DTM, (3) EVO LY /PACUD. B Ill - m �-1 NOTE& ALL ANCHOR6 SHALL W H ACCORDANCE TO ?"WWACTURER'S NSTALLATION INSTRUCTIONS WIRE #UCM N#TNUCTleM ARE 1'10M Symo PAR GARAGE DOOR 1 BUCK ATTACHMENT 4CY4S V)'- 0 Lyl VX4' OR VX2' P.T. NAILER Ix4 P.T. OR VX4' MIN. fl ECURE THRII FRAME 4 XTEND I-Y4' INTO BLOCK / )W TAPCONSMIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT I Yi WITHIN W OF EACH END 4 IS' 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 49 DOOR JAMB TO BLACK +3/4 OR +5/4 NDOR TO B CK +3 4 OR +5 4 A 1RSCALE, KT . 2X4,= SECURE TO 15LOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIK EMBEDMENT 114 ) WITHIN 8' OF EACH END 4 IW O.G. MAX SPACING. 2X6,m) SECURE TO BLOCK W/2-W6' TAPCONS(MIR SUANK, SIZE J45 MIK 14EAD SIZOAO MIK EMBEDMENT I Y19 WITHIN 8' OF EACH END 4 8• cm IV O.G. MAX SPACING. )J' DRYWALL 2Y&, PX4' OR 170' P.T. NAILER SECURE TO BLOCK WR-9(4' CASING 4 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1)4 TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2" in1 11DLDOR TO BLACK +1-1g" '' SCALE, N.T.S. 2X4= SECURE TO BLOCK UU V TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X W O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2X64m SECURED THROUd-A1 SECURE TO BLOCK W/2-V NON-STRUCTURAL )V TAPCONS TAPCON MIN. I-Ys (MIN' SHANK SIZE 14D EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y.i) •DRYWALL WITHIN W OF EACH END 4 IS' O.G. MAX SPACING. 'A4' OR VX2' P.T. NAILER 2x&, SECURE To elouc wa-16 N. osJs. x a' MIK TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I Y4') ATTACH TO 2X PER WIT14N 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-lqQ#" L. TO B +1-1 S E, KT . 2X4:= SECURE TO BLOCK W/ Wr' TAPCONS (MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT 14 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST ISE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK a*-%, NCN-STRUCTURAL V TAPCONS TAPCCN MIK I-Ys' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT I Y4') a. CMU WITHIN 8' OF EACH END 4 11' DRYWALL 18' 01C. MAX SPACING. I'X4' OR VX2' P.T. NAILER SECUR PTO BLOCK W!J-%' CASING A (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' OZ. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT NOT EXCEED 4) �01RM(JAMB iT% 0W TO BB.O�CKK+2E1/4f u BCAL , N.T.G. 2X4m SECURES TO BLOCK V V&' TAPOON (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/2-�1(r'NCN-8TmcTURAL VTAPCONTAPCON STO MIN. I-V (MIK SHANK SIZE 345 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , Cm MIK EMBEDMENT 1 Y4') lS' DRYWALL WITHIN 8' OF EACH END 4 WS' O.C. MAX SPACING. ❑ i X4' OR I'X2' P.T. NAILER 2X8mp SECURE TO BLOCK Un-%* TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS- O.C. MAX SPACINW, MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3' VI[NDOW TO BLOCK +3" E E, MTs. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIK 814ANK SIZE .145 MIN, HEAD SIZE 100 MIK EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X W O,C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/J-Il&' NON-STRUCTURAL ' TAPCONWMIK SHANK SIZE TAPCCN MIK I-'4 145 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIK EMBEDMENT 149 D, cM U WITHIN 8' OF EACH END 4 x' DRYWALL MAX SPACING. 2X8,m .c a 1'X4' OR 1'xY P.T. NAILER SECURE TO BLOCK W 2X SECURE TO 61ZE TAPCONS(MIN. SHANK SIZE TURAL MEMBER 7r(2 d WITHIN 8' OF EACH.148 MIN. HEAD SIZE 3" 6' TO 8' D.G. MAX MIK EMBEDMENT I Y4') O014t CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW W O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.) DOOR JAMB TO BLACK +3" F .v +' ALE, KT 2X4m SECURE TO BLOCK W 4' TAPCONB(MIK SWANK SIZE 145 MK HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 W O.G. MAX SPACING. SECURED THROUGH 2X&m NON-STRUCTURAL 216' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 1 Y4') DRYWALL WITHIN W OF EACH END 4 18' O,C. MAX SPACING. 'X4. OR 1'X2' P.T. NAILER 2XS� SECURE TO BLOCK WA-1/4' Yo- O,SJ5 X 4' MIN. TAPCONS (MIK SHANK SIZE J45 DOOR CASING MIN. HEAD 812E 300 MIK EMBEDMENT I Y4') DOOR JAMB OR WINDOWWITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18. O.C. MAX O°'CING� MANUFACTURES DETAILS. Np/4 4,w YNOp TO I,{1!� JYr fDD NR OCi#') DOOR JAMB TO BLOCK +3-7/16 G TRNDO, W TO BLOCK +3-7 16' E. KT 2X4m SECURE TO BLOCK UW4' TAPCONS (MIL SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT I YEN D 4 NOTE, STRUCTURAL 2X WITHIN S. OF EACH ENMST BE ON OUTSIDE 4 18' Or- MAX SPACING. 2X6m SECURED THROUGH NON-STRUCTURAL W6' SECURE TO BLOCK UJ/I-I/4' TAPCON MIN, I-V (MIN. SHANK 812E .145 TAPCONS EMBEDMENT INTO BLOCK MIN. 1 EAD SIZE 300 MIR EMBEDMENT I Ys')kM-~Nl-rRACTUW58 WITHIN 8' OF EACH ENDYWALL 18' O.C. MAX SPACING.R VX2' P.T. NAILER 2X84sSECURE TO BLOCK W/1X 4' MIN.TAPCONSCASING(MIL SHANK SIZE J46 MIK HEAD SIZE 340 MIL EMBEDMENT I Yi) JAMB ol¢ WINDOW WITHIN 8.OF EACH END 4 TO 2X PER W Or- MAX SPACNG. DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4') DOOR JAMB TO BLOCK +3 3/4" H I TO +3 4" E, KTJl. 1441 N. RONALD REAOAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 wwwmbdoWgngmp.com L AA 4k 0003325 I . 74 0 4 a v OUDDIV- Z oT SILVERADO LOT #11 BLK. #19 [PItOJECT# 04128.002-11191 ML[ODBIA 4EBB n1828—CALI'1 GARAGE OWING: LEFT PAGE: DETAILS 150 MPH W. B OCALE: 1/4--l'-0- aIIEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR- 12/31/2020 13872A SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10442A 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 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL15332 MI 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 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2027 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL258.2 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM IF W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD RFAGAN 9L LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-774.4078 www.®bdesfgngroup.com AA 8: 0003325 S glet J � c b a 6 �lu o i BusDIV ae LO SILVERADO LOT #11 BLK #19 PROJECT# 041 8.002-11 9 MODEIc 4EBB "1828-CALI" GARAGE BTFMG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXR B DATZ: 6/09/20 BCAM: 1/7=1'-0" BHEET D3 APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF •' • VERNAL LAP! (ROLL 4'x4' 6BUF ADLERSG M glDPtAM FLASMNG (COMPATIBLE W HOUSE 6' ENDS) s S' ON HORIZONTAL LAP►, Mill MATERIAL) OVER 4' ALL 6EM'M NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' APPROVED MOM WRAP. MTH FORTIBER SLEATHING TAPE PLASHING TO EXT<tID ONTO PIPE / \ 1' OR LESS PIPE - •hb• SELF -ADHERING MEMBRANE PIlPOR'ED CONTROL JOINT i �"' �' J' tHK1C, 9 COAT CEMENT FLASFING (CO PATIBLE W HOUSE MATERIAL) OVER 4'x4' FLANGE OF CONTROL JOINTS 7 \ BE MR= TIED TO LATH • S' PLASTER \ W® LAYER •2. FORTPIBER 6UlL MEMBRANE FLAONNG OVER APPROVED Or- MAX (VERT-t �jjL DO NOT FASTEN CONTROL JOINT TO BUILDING PAPER r Mm. L • n TAL LAN / ` Un APtoexTe,Io ONio FnPe 1441 N. RONALD REAGAN BLVD WALL EVEN f 07U7 EXISTO LONGWOOD, FL32780 BEYOND EXCEPT STAPLES UV MAY TOTV" APPROVED METAL LATH (VERTJ OG MAXC4NTR FASTENEDAT ' �( " PH: 407-774�8078 S"' LM B USED JOINT DWIING INSTALLATION a r" X X X —I I OJT AND OVERLAP ONE SIDE OF W WW abdealg gTOUpROm FASTENERS TO BE SPACE Ylm LAYER L STUCCO uAfAP METAL LATH �'F-AP44H M!9'I� NT-ASHMG CUT AND OVERLAP ONE SIDE OF AA #: 0003325 • I'Or- MAX VERTICALLY STEP STEP "Z ULP-FLASWDI RNG MEMBRANE uaoD SHEATHING WRB LAYER ti ' OC 9 COAT CEMENT I TMASTER •,. , =:� ,.5. .._ 1 • ' I"'s.J....;`finSa?., `x=` s v ( dx`° " Ar orar / WRB LAYER n, FORTE4BER�BUILDING STUCCO WfAP I I METAL LATM UM LAYER n, FORTIFIBER PAPER ST�UCYLA.O g�w,er MISS LAYER n, PMP- BER I _ V \. Jl��eBsreDi NiGesPu�R WA A.M10 � . MIN-=� TED AT EACH SIDE. r rrN uTu gAsk(NG TO netdo ONTe rMP! PER AeTn elves / PRONDE 7X4 BLoatE•rP LM, A• avow TJeu �e PLACED FLAT MAX. S• TO 0• ALL LAF FROM CONTROL JOINT 04M \ \ / CONTROI- JOINT FALLS ON Lu--MI R W 0". BEAD OF SEALANT NOTE, A67DEM FOR LATH TO BE NAILS OR � _ �- � STRUCTURAL e1UD � 6CAI.E•,I V)•.M-e• INSTALL APPROVED WCUSM P AIR STAPLES N COMPLIANCE W ASTMI CMIS! �IINRILTRATICN CARRIER OVER 2. WRE TIES TO BE (NO. Ulu OO4T0' MRE / SIEATNNG !. xoaCEG 6NIDUN MAY BEN AOIPLAN t} \ EELA&TOM•1 (!ECOATINO E A. OVER SSTLIC ) TO WALL STUDS, REQUIRED PER PLAN TICW VERTICAL LATH v k M o Halt a & PAPER DETAIL WOOD STUDS" SECTION PER SECTION 7R = 11� I —' ErtMIw I.UYrw seq om oYASIrW bigm 6FIEATWOO Estator use of Pal cement piaster SIDE LAPS OF METAL shall cumpN Wth the appicason PLASTER BASES 64ALL reqreme uints of ASTM C 928.72A we becupeD TO FIUMINS MQh�RE BALDING O •w I-Wla9on of..terb, lathing aN M ftW , "M" TYPE CONTROL JOINT TLEY SMALL BE TEE PAPER shall xAUi ASTM C 7083,72A BETUEEN SUPPORTS MTN 00470-N (171-MINI STUCCOLATN' UAW AT NTERVALS NOT D• LAF . PI/!R ,tea MORE TWAN S' (22S-MMA y �i �2 �AD PeRA6TnCIo6s 3A PIPE PENETRATION DETAIL (FRAME) L POLO IYLYtA a FT. A L HOLD NIAIO • Pr. A 2. CRAM • FT. • ®� KIC KO UT "`REPAIR OF TEARS HORIZONTAL LATH N.T.S. N UM LAYER6, TEAM DETAIL MAY BE PATCHED & PAPER DETAIL WA40M ERAP TAPE PER MANUF. 6PEC. CR POLA FEEL ( STICK 11 AY OL FOLo wwo . ® L FALA N lqv . Fr. A i:. WOOD SHEATHING OR CMFT. A aelaAAs•Fr. s "' WRB LAYER "I, L CRIME a Fr. • 1% • cwAr a Fr. e aasAw.Pr. e STUCCO WRAP (FRAME ONLY) 4 FOIA Pr.COCNR. ;q EeoT�ralRi�ANeET�s ® ® a' THICK, 3 COAT CEMENT N PLASTER (FRAME), GOAT LEGEND CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) ®� C LAP WRIS 4 TAPE OVER DRAINAGE PLANE (WRB • �, �� RDOFNIALL SCREED ~AN°E ttwTErL TIUNr LAYER #1, STUCCO WRAP) r,NlocsCOATCEMENT 5'X5' 'L' TYPE CONTINUOUS WR5 LAYER 02 (FORTIFIBER - - - - - - PLMTERrNwwAVraC"T F GALV. METAL FLASHING ("�) (NAIL TO ROOF DECK NOT BUILDING PAPER) UM LAYER n, FORTIPMM E WALL SHEATHING) BUILDINt PAPER rrwANt ain wRBLAYER �, CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X 6- iCCO °Rr° mwu 0 LT) INSTALL WITH ROOF CEMENT sunDlV ae LOT SILVERADO LOT #11 BLK. #19 PROJECT# 04128.002-11191 mODEIA 4EBB "1828-CALI" GARAGE STING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LAP LAYBU OF OURAtO ~ OVm tUA11t11LANas. STOP .� j!%fijWOLY) STUCCO ' 6 eve 'aI. �I ROOF CEMENT W WALL R. AYL is I ROOF PER ELEVATIONS WOOD SHEATHING 1 OWAV R..Awls raa �L � SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION Ito ""`°°`°" �oLoeaR�m3,11 / ASTM C-547I-0% MIN. 2.5 L55. PRINT p0NOT ( PER SQYARD (UTILITY OR NOMINAL DATE s/oa/zo ow aDw.OLEtaAP E. • Fmlwt:rtow SCALE: 1/4"=1'-0" �`I""'"°" LATH DOES NOT MEET SPECIFICATIONS) MEET soma " rKIUHGALtY FyO1,L a1ENP 'A" 4- &-- cJ "L" FLASHING WA1 N.T.S. INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER C STUCHO TOP, SIDE(S) AND BOTTOM � FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE ' SEQUENCE OF PLASHING TO BE, BOTTOM- 2. SIDES. TOP OVER TOP 4 SIDES L 3. VENT CAP 16 TO BE SET IN BED SELF WOODSWEATWING OF SEALANT AT TOP AND FLASHING LAYER 9, SIDES ONLY. SEALANT 18 TO BE UNIT STUCCO WRAP TOOLED 60 AS TO DEFLECT i WATER AWAY PROM JOINTS, LAYER 4, FORTIFIBER 1441 N. RONALD RFA4AN BLVD E-Z BEAD ALL AROUND PREMANUR DRYER BUILDING PAPER LONGWOOD,FL32760 :;�-- VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH: 407-77":8 JOINTS AND INTERSECTIONS CONT. SEALANT) WOOD FAa: 4C078 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO CONS .Y�FlINISH * LOW CONSTRICTION FASTEN TO WOOD 6TRJCTYW. www.abde00033up.com design AA 6: 0003326 ON ALL SIDES.Y4 CAULKING •JOINT ALL AROUND SEALANT A E MEMBER O.C. MAX 6 CMU c TOP 4 SIDES 36, �� L PER SECTION R703.7Wra end ExtwW MOol66i ft BACKER Roo Exterior use of thcement plaster shall comply withth thee application 6 B DRYER VENT (BLOCK) g° — E7 4' ` j( requirements of ASTM C 926-12A. . s LF r Installation of eMerfor lathing and framing ' shall comply with ASTM C 1063-12A. ,-.'span ADFRSIVE61PLPA6�HMG, CLEAN � MASONRY EEPORC APPLYING LAYER , hr ,:X, TEXTURED STUCCO STUCCO WRAP I ..:" HOODED VENT BUILDING PAPER PIN16H MA60AAri1' OVER 'QUICK r — — — HORIZONTAL WEEP SCREED ]•THICK,3COAT CEMENT FLASH' ® PLASTER — —� (FRAME TO BLOCK) METAL LATH — _ WRB LAYER 7, FORTIFIBER PIPE THROUGH WALL BUILDING PAPER WOOD SHEATHING 7 h z yFp� � � g i- 3� DRYER VENT (FRAME 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS. 8' BUILDING PAPER UNDER 'QUICK FLASH' WRS LAYER h, 44 CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION 0 OUT 'X' INTO A VENT PENETRATION WRB LAYER M, WRAP SELF -ADHERING MEMBRANE FLASHING SCALE: N.T.S. APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING i OVER BOX AND OVER APPROVED WRD LAYER 7 STEP #i STEP #2 APPROVED HOUSEWRAP BELOW WI5 LAYER 7, STUCCO WRAP ELEC. METER FIEL I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN 8ELF-ADI4ERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, — OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLA LASHING PRIOR TO INSTALLING ELEC. HOUGEWRAP METER WRB LAYER rrt, FORTIFIBER BUILDING PAPER CAVITY TO BE FILLED c#3 WITH RIGID POLYMERIC `�TEIj STEP #4 LEGEND- ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (U1R5 BASE SEALANT AT POINT COATING OVER LAYER 01 STUCCO WRAP) THAT ELEC WIRE PENETRATES STUCCO/ G.V. FINISH tSEE TYPICAL WALL gunDm ae LOT SILVERADO LOT #11 BLK #19 PROJECT# 04128.002-11191 MODEL( 4EBB "1828—CALL" GARAOE sTIMO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B APPLY E-Z DEAD e.°.s SECTION) WR5 LAYER 62 (FORTIFIBER - - - - - - - GORADE DMIN BUILDING PAPER) AREA TO RECEIVE a METAL LATH FELT -PROVIDE e e STUCCO SCRATCH COAT SEALANT AT ALL 1 METAL LATH x—x—x—x : 1 COAT OFPAINT WPRIOR TO INTERTS AND SECTIONS TCTC IONS ° ,°...°° 1 STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND A SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP #5 STEP #� NO NOTE- ELECTRICAL RECEPTACLE nwT�E'. s/oa/zo METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O MICALE:1/4"=r-o° R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. O PENETRATION 'H=T PER 50. YARD (UTILITY OR NOMINAL �� LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — . • . — BUILDIWG PAPER) METAL LATH x—x—x—x STUCCO mmy�� TIrICTION N— uvm SMEATM"m UVATHER RESISTIVE BARRIER M U"naRIRMISTIVE R-ASHM6 \ 6�AIdtl�ER RESISTIVE STARTER STRIP `� \\ ' R UFATM�ERMSTIVE DAP"on \ _ y SO' SELF6ADFERM \ — GN OALVID FETAL 4 ALYD FETAL ' — 'T PLAS14 NO T FLAGHM an TRIM R I .x ° AGM p� / E'1DER �`,I o P'IgT�p i Olt APPROVED dAP ULKM SEALANT ClA2 SIDING TO STUCCO ® BLOCK TO FRAME � n n TRANSITION i"l N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngmup.com AA S: 0003325 7 yIke O b b LK T . SVSOM Ae Ii01". SILVERADO LOT #11 BLK. #19 PROJECT# 04128.002-11191 MODEU 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS I50 MPH EXP. B I 1 I I I 1 \ —2xh SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE I\ 1/0' TEXTURED FINISH a WOOD 1/2' TEXTURED . / FINISH ® CMU METAL FAGCIA WRAP I\ I\ I\ i \ 2X6 sue 1 \ I \ j METAL FASCIA \\ WRAP FROM \\ STUCCO, I' FROM \ ---------- ----- ---- is WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ a NOTE: NOTCH FOR 2X& \ SUB BAND ONLY ®ELEVATION ®PLAN A I/6' TEXTURED FNI6H • WOOD, 1/2' TEXTURED FNISH • CM IETAL LATH C ' WRD LATER N, STUCCO WRAP(FRAME ONLY) WRe LAYER 4, FORTIFIDER IBUILDING PAPER ---- (FRAME ONLY) i+l ROOFNG CEMENT DRIP EDGE ©PLAN P ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) 4 ,DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) �— I�/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® CMU ��-2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL KICK OUT 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 V-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA► 'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdosigngroup.com AA 0: 0003325 m 3 m o �o avaaly 4b Lotil SILVERADO LOT #11 BLK. #19 PROJMT* 04128,002-11191 moaal.: 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 1 `-"""-` 8 09 awTa: 20 / / 8CALM 1/4"-f-0" dd A6 3 1.1 Y _ _ _ ------ FM-12X18 — _ _ _ _ —, ---� — FM-12X12 1.1 § m NI � 4' CONC. 4 ul SLAB d i5 m do F-20(24 1,•0. �-31/2 �aI r • I 10'-0" 10 1.1 Z I EXTEND-"'FM-12X18 -I 'O d ( SLAB 1 1/2' L1 I. 1.1 v M I I N 'Wo-0" SLAB I . 4 M _ � � Q 'v a LL I t I I �I I �I I I I• 16-8' 5'-0" 4" PVC CHASE- 9— 1 L— — — — — 4" CONC. s 1/2 - --'' $ 4" nT•►00 ' ' t7'-8" 2'$• 3'•0" 5 SLAB I m Lu e EXTEND i 2 1• SLAB 1 1/2" m 4" CONC m FM-12X18 )gW SLAB a I( V-4 ILL ) I -7 1!2 2 b '? 1.1 MC-12X18 FM-12X18 a FMC-1 18 1.1 FM-12X18 1' 0 Me IN 2'-8" 10'-2" 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 +.0'-0% SEE SURVEY PLOT FOR NGVD. S. 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 112" 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.OINDICATED #6 BAR, OINDICATES #6 BARANDICATES #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 (#S = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: Pm = 1,500 PSI, TYPE'M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED X-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6.6 W 1.4xWI A OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 12" CONTINUOUS 12" - ) Ws FM-12x18 12" CONTINUOUS 18" - () #Us (+)0,4r FM-1608 18" CONTINUOUS 18" - s + "1" FMC-1208 17, CONTINUOUS 18" - s - VARIES x 24„ s 1441 N. RONALD RFAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesipgroup.com L AA #: 0003325 A r C if o r SLJmm At LOT SILVERADO LOT #11 BLK• #19 TROJSCT# 04128.002-11191 MODsZ& 4EBB "1828-CALI" GARAGE OWDM: LEFT PAGR: FOUNDATION PLAN %150 MPH EXP. B 1 acAL&: 1/4"=1'-0" 1 FOUNDATION PLAN SCALE: 1/4" =1'-0" sl 30" MIN. EACH WAY MONOLITHIC FOOTING 'g STEEL REINFORCING IN GROUTED I STEEL REINFORCING IN GROUTED $ CELL SEE PLAN FOR SIZE AND p: o CELL SEE PLAN FOR SIZE AND y v P: d O SPACING REQUIREMENTS } C:_ SPACING REQUIREMENTS _ s ° c / ^ - GARAGE DOOR W [S U :3 W vs -�-. . oog00 W RECESS ao U G FM = i 8" CMU WALL O 0) 8" CMU WALL , . t CORNER BARS, SAME SIZE AS BAR w w B" `2 � � � IN FOUNDATION WITH 30" LEG EACH W = +- 0'-0• •' - - - TOP OF SLAB +- 0'-0" TOP OF SLAB � � d�T J WAY AT ALL CHANGES IN DIRECTIONS I ... V' SO THAT THE STEEL REINF. IS CONTINUOUS -Isl N UVj . . I( MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR • a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (.STORY) M3 ,8" • EXT. PORCH SLAB -VARIS SEE SLAB SCHEDULE TOP OF GARAGE I "o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET gyp. AT ELEV: W/ i/2" ISOLATION JOINT (WHERE. 6" CHAMFER (25TORY) e4 24" W/ill" ISOLATION � 4" CHAMFER (1-STORY) I . a' ��aa�-�����---��--' 8"CHAMFER (2-STORY) i� APPLICABLE) i SEE SCHEDULE p5 30" JOINT (WHERE APPLICABLE) i_ • i EE SCHEDULE a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WXD, BAR SIZE M6 36' 06 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 2 AND BAR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4"=1'-0" (_,') @ GARAGE SCALE: 3/4' 1'-p" CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 40" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W O a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED Wl2- PART SPACING. SINGLE BTM. PLATE WEDGEETIN BTM. PLATE TO BE PT. W/FLANGE BASE re) 0, g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASH HIGH STREW WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Lc 8", LINO PLATE EPDXY bi/2"EMBED. MIN. 16" OC SLAB W/10d MASONRY o O FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL 16" O/C STAGGERED. to a SPECIFICATIONS FOR BTM AND TOP PLATE ADDITIONAL METAL USE AND I ANCHORS WI 10d x 1 1Y2" CONNECTORS NOT SECURE FLANGE TO F=- PREPARATION OF (0 COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4) 1/4" X 2 1/4" TAPCONS HOLE. w 0: V) HOLES, DO NOT USE 10d w UPLIFT IS PRESENT. w ogO x T, SEE SLAB SCHEDULE SEE SLAB SCHEDULE ,QQ TOP OF SLAB _�=AND TOP OF SLAB . _ 4" CHAMFER (.STORY) •- ° 6" CHAMFER (2-STORY) ULE EQ. EQ. SEE SCHEDULE SIZE FOR WxD, BAR SIZE ADDING BAR TO NTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL G l SCALE:34"=,'-0" (W/ UPLIFT) SCALE:3/4"=V-(" (NO UPLIFT) SCALE:3/4"=V- 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 i 2.4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO O IL C PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL IS"O/C STAGGERED. W U ADDITIONAL METAL w a d CONNECTORS NOT REQUIRED WHEN NO 0 8" CMU WALL UPLIFT IS PRESENT. ? +- 0' , POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLAB ��0'' SEE SLAB SCHEDULE 2X WALL FRAMING .I" SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 8' +- 0'-0' i MINIMUM EMBEDMENT INTO TOP OF SLAB . n• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ._.' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX d• ._ POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE I I SEE SCHEDULE .!�-^'�*�^p FOR WAR, BAR SIZE I V FOR WxD, BAR SIZE AND BAR QUANTITY vll"--------551I AND BAR QUANTITY �, 1 COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO " FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION (D_,'�!INNTE�RIOR 34"=,'-0 (NO UPLIFT) 10 SCALE:34"=1'-0" 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774.4078 www.abdwlgngroOP•� I, AA M: 0003325 it b b SUDDIV Ale LOT: SILVERADO LOT #11 BLK. #19 PROJECT* 0 128.002-11191 MODEIa 4EBB "1828—CALI" GARAGE DWING: LEFT PAGE: DETAILS 150 MPH EXP. B TIE VERTICAL REBAR TO HORIZONTAL RESAR W/ 10" HOOK GROUTED BOND BEAM — VARIES PER ELE Z c d< • I Q. 3 a O 1111.. CLEAN OUT REQUIRED Q FOR INSPECTION a a).• ' 0'-0" FIN. FLR. - TIE ERTICAL REBAR TO HORIZONTAL REBAR WI 10"HOOK BAR SIZE 48 BAR DIA. z X >O #4 24" m U #5 30" #6 1. #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'4Y' EXT. PORCH SLAB W/ 112" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE— THRU FOOTING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS mw U ILZ 8" CMU WALL p a -SEE SLAB SCHEDULE 4" CHAMFER (1STORY) / 6" CHAMFER (2STORY) a Z MATCH STEEL i REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WxD BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" _Z ", BAR SIZE 48 BAR DIA. 0 #3 18" U #4 24" #5 30" #8 36" #7 42" TOP OF SLAB e d, •d d a z 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS a ;1 ■ 4 Q*I CMU UNIT DIMENSIONS rol ARE NOMINAL SIZES S 3 MASONRY SYMBOLS SCALE: 3/4"=V-9' 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 y G iD i0 SUDDIV. as LOT lll SILVERADO LOT #11 BIX #19 PltCJSCT# 04128.002-11191 HOD21W 4EBB "1828—CALL" GARAGE awMa: LEFT PAOIC: DETAILS 150 MPH EXP. B FRAMING NOTES: r-" 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG 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 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. 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 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'4% FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE WZWM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I 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 (�) W.H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30DO 8.8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /NA I SAFE LOAD -POUNDS PER LINEAR FOOT SAFE GOAD /NIB I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °U0 T8 (42') PRECAST 2231 P4r (4n PRECAST Im 4'0 (14') PRECAST IBIS F 4' (84') PRECAST 1217 F40" (70') PRECAST I= 94' (78') PRECAST 9o8 T4" Mn PRECAST 743 94' (112') PRECAST 554 10'4' (12n PRECAST 475 11'.r (13n PRECAST 382 Ir4' (I44-) PRECAST 337 IT-4- (IW) PRECAST 218 104' (Illn PRECAST 279 14'4' (176') PRESIAOBED N.R. 19-e (184') PRESTRESSED RR irW PM PREMT43M N.R. IV-4" (29r) PRES7RE88W N.R 214" Mn PRESIRESBEO N.R. 2r4" 01649 PRESTRESSED N.R. W-V PR6611 '00�0�0 878�mOmOm o■z0000m oomomom mmwzmKzx �mmm�om� 0moomov mmmmzz00000 m=wmmm"K=_ !Qlm= mmomoov 0®S=mOl=A= 8-. somm00 IMM0 mm"K=m"K KmT OS=m00m0 ommos=Az+ 000v000 Omm"Kzm K S17mlcmK=m08 0 oomoomo o©mc�000 o©m0000 ®omomoo ©�mOm00 ©mSC7m0©0 ©ommmmm®0 00 mLm KM mmmOs�m© ®S�S�mOS�m ©©S17S�7!lii©� 0m�m®00 o©ODD©� 0��000 N.R 121 1 MO 1 40 1 W 1 044 1 1012 1 UU (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM (SAFE LOAD TABLES' BY CABTCREIE MAY2M6 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATMNS T4' (42') PRECAST 1026 1 1024 1 1698 3`0 (42') PRECAST *0` (4n PRECAST 796 763 1300 4'4' (40') PRECAST 44" (64") PRECAST 522 501 1073 4'4" (541 PRECAST V-4' PC) PRECAST 411 411 745 T4' (64") PRECAST V-I(' (7D") PRECAST 340 339 616 SAIr (W) P✓£CAIST S4' (769 PRECAST W7 721 400 T4' (769 PRECAST r4' P n PRECAST 424 634 363 T4" cm PRECAST 9W (112') PRECAST 326 512 230 P.4' (11r) PRECAST 194' (128) PRECAST 284 401 180 10'4' (12n PRECAST 11'r (138) PRECAST 290 462 154 wr (136) PRECAST 174" (144-) PRECAST 244 402 IV Ir4" (144') PREQW 17-C (180') PRECAST 217 324 110 ITS" (16n PRECAST Iwo (186') PRECAST 206 203 100 14'4' (18" PRECAST 14%V (176') PREVRENED NR. 204 91 W-r (176) PREBTRESSED I" (IM PRESTRESSED N.R. 289 88 1" (18C) PRISSI 8® Irk" Mn PRIMMMED N.R. 194 64 IrJ' mn pfforam 1S-C Or) PRESTREINED N.R. 148 52 19'-4(232') PREVRE86ED 214' Wn PREXiRE88ED N.R 125 42 214" Plan PRESTRESSED 2r4' f1649 PRESTRESSED N.R. 116 40 27-V (M9 PW4 24'4' On PREXIRE88ED NA 9/ 33 24'4r 08" PREPRESSED (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. - PRECAST PROOUCM BY OTHERS TO MEET OR EXCEED VALUES STATED A • PROVIDE MINIMUM Ir OF BEARING PAST EACH BIDE OF W06XXN OPENING 1 1 1 1 1 1 1 1 1 1 8F16-1TIOMIOB ; it X1 V----------06.-------J LIFT BEAM PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-77446078 FAX: 407-774-4078 www.abdoslgngroup.com AA IS: 0003325 b r 4 a �o avnDIV. Z LOT SILVERADO LOT #11 BLK. #19 PROJWT# 04128.002-11191 MODRILA 4EBB "1828—CALI" GARAG= 8WING: LEFT PALM LIFT BEAM PLAN AND NOTES 150 H E B 15 D T. 6/09,120 SCALE: 1/4"=1'-0" atIEET 4. s2 NOTES TO THE INSPECTOR/CONTRACTOR TYRrXB" ,. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. rG\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\\� PLACE STEEL HEIGHT. �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 85 BAR CONTINUOUS AROUND aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST ,#5 TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYP. Bk16" 6 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM — #5 CORNER BAIS OMITTED AND A LINTEL IS PLACED. THE STEEL R W! 30" LAP FOR EACH GJ� / REINFORCINGCOURSE OF OND FORT E BOTTOM BOND BEAMS TO BE ONTINUOUS THROUGH THE 1#5 COURSE OF BOND BEAM TOP OF THE LINTEL. 8" 1441 N. RONALD REAGAN BLVD VERTICAL REBAR W/ 10" HDOK / 1: p 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. -- 2 8x16 DBL. BOND TOP OF LONGWOOD, FL32750 BEAM W/ (1) #5 BAR BOND BEAM PH: 407-7748078 EACH COURSE FAIL 407-774A078 • N\�G 8X8 BOND BEAM — TOp OF www.abtl�e8g�2B com F FILLED WI GROUT O�L W/(1)#5 BAR .`. BOND BEAM - 30" TYPICAL I .�\G� U =UNFILLED GROUT SOLID FROM TOP y'1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #VS, IN 2NO BONG BEAM COURSE BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM SEE NOTE 5 T/11V1/ v LINTETE EL LW/(1)#50BARRL2) NOMINAL _�16-1 LENGTH OF BAR = WIDTH OF MASONRY CORNER 0" HEIGHT # OF #5'S, TOP BEAM COURSE OPENING-2" 2 BEAM DESIGNATION REINFORCING OF BOND BEAM T�s7XFENGN'BINOCATESADOUBLEBONDBEAM OC #OF#5'S,BOTTOM 6x8PRECASTCONCRETE AND XFXX-1IT/1 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li)REFER SCALE: 3/4"=1'-0" IT IS THS ENGINEER'S INTENT AND XUXX - 1T/YMNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX-1T/OWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEA 45 MIN WINDOW SIZE .300 MIN EMBEDM NOT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT H r O C a PRE -CAST �`4 14t" 2x6 (MIN 2 X 3) 23N6 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 i/4") 8" SLOPE FROM EACH END AND 18" '- O.C. MAX. MIN 1-1/4" EMBEDMENT Zx8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING y� y MASONRY WINDOW 1!4'0 8" FROM EACH END AND SECURE TO SHEATHING W/ 16" O.C. MAX. MIN 1-0/4" VMIN. 2-12d PER BILK. EA. END EMBEDMENT /711&'OSBTYPICAL L CMUWAIUSHEATHING AL aw Rg SILL CONSTRUCTION 4 SCALE: 1 in"=1'-0 C ARCHWAY FRAMING DETAIL - J SCALE: 3/4"-1' 0" 4 r SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM EIMDIV. AC IJOT: SILVERADO LOT #11 BLK. #19 PROJECT, 04128.002-11191 MODMU 4EBB "1828—CALI" GARAGE SUING: LEFT PAGE: DETAILS 150 MPR EXP. B PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE I 71 2 CHANGE IN ELEVATION OF BOND BEAM NO F'PnDrraATr. 6/09/20 BCAIM: 1/4"-1'-0" BtIEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 112" 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"). S. 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 @ 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,SW LBS SHALL BE FABRICATED W/ A 2x8 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-0" Ii N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003325 M J a r F W 4 8><JBOR As w SILVERADO LOT #11 BLK. #19 PROJECT# 04128.002-11191 MOOEIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS B-(2) SIMPSON HETAI6 TRUSS ANCHOR WITH (12) 16d x i } NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETAI6 TRUSS ANCHORS WITH (12)16d x 3 ? NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # I WO UPLIFT SIMPSON "ROOF/WALL/FLOOR HTSM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 114" FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP 02 2" x 4", # 1900 UPLIFT (2) SIMPSON 6", 8" x 4'-0" 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) tW x 2 IW ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS CONT POURED LINTEL ENGINEERED WOOD TRUSSES @ 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (I PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) ` =t (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 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-t" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 112" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 8" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. IE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ W-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. OUTER 113 ( SPAN ONLY BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 314"=1'-0" BTM. — PLATE 'PTH IWO HOLE EDGE >518" HOLE DIAMETER c 2/5•0 SGL. STUD STUD NOTCHING AND BORING LIMITS EDGE >5/8" HOLE DIAMETER c 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 (FI 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, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3(4"=V-0" TITEN 2 ANCHORS MIN, 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 8LVD LONGWOOD,FL32750 PH; 407-7748078 FAX: 407-774d078 www.abdesigngro'up.com #: 0003325 Y b t3 C r IounDiv se IAT SILVERADO LOT #11 BLK. #19 PROJECT# 041 8.002-11191 MODZU 4EBB "1828—CALI" GARAGE SWMG: LEFT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES — AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) N MAX FOR STRAPPING VERIFY SECURE 2z6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT Wl 2" WASHER SET IN HIGH STRENGTH EPDXY 6" 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, 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 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 Bl LONGWOOD, FL 32750 PH:407-77445078 FAX 407-7744078 www.abdesigngmup.com L AA N: 0003325 � Y y�y %C b b sLTHDIV. Se LOT SILVERADO LOT #11 BLK. #19 PROJECT* 04128. 02-11191 M0DZla 4EBB "1828-CALI" GARAGE 91"NG: LEFT PAGE: DETAILS 150 MPH EXP. B i 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X43RACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'4" TO 30'-0" (1) X BRACE 30'-1- TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL — FROM CENTER TO END. UPRIGHTS OVER 4'-10" (AS PER TRUSS ENG) 2x PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRU5S MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES G 24" O/C, 1.2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C ANDAPPROVAL SECURED W/ (2)12d's 8 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:3/4"=V-0" VTCR SPACING (1) AT EA AND 6'-0* O PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-77"078 FAX 407-774-4076 www.abdealgngroup.eom AAA: 0003325 J r v b b a SVSDIV. Aa LOT SILVERADO LOT #11 BLK" #19 13P11t0JMCT# 04128.002-11191 MODELt 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B 1 >r SCALE: 1/4-=1"-0" SKEET s3.1c I I -E-END MIP RDOF s�L ROOF WIND DESIGN PRESSURES ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A"= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: 'B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT -- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7N6" O.S.B. OR 12"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1f2" 0.120" 170,000 RING6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NALL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SH F ATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4' O.C. TOP & BOTTOM EDGES J . z9. O LL 4 Lj N O J . . Q 2 ' to O . J ZN w Z U'w Z =U � O Z Of •1� TOP CORD BLOCKING AT N O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTERRoER OR TRUSS [n,•ulur -�\ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMM 8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` a W Q 05 � O W 3 Bd RING SHANK GUN NAILS 0 12" O.C. IN to O FIELD or 8d X 212" SCREW SHANK PNEUMATIC SCREW -NAILS @ IT 0.8wIN w io FIELD a J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 61N EDITION AC131&14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-1 WASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 PS1 TOP CHORD-non-mnwneM 10 psf BTM CHORD -non-mnwneM DEAD LOAD DEAD LOAD 15 PSf TOP CHORD 20 pSf TOP CHORD (7 PSI w/ ASPHALT SHINGLES) (10 PSI W/ No GYPCRETE) 10 pef BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MAXIMUM AGGREGATE SIZE SHALL BE 314". WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OFCDNCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS. ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF CRIPPLERS,! PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-OWGROUND WHERE INDICATED ON ELASTICITY 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWING& SEAMS LAPPED S INCHES AND SEALEDWITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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 W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6m EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENOING 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. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-T OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE WJ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25' #6 BAR - 36" #5 BAR - 30' 17 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATEGONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA SCSI i" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH S- 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 SEARING (NICE 7-10 (BBC EXPOSURE B, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, HA BITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paT, BALCONIES (EXTERIOR) WITH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS MID HANDRAILS: 2GOpsf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE WTM8 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THECONTRACT 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 MALL 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 I'm - 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 ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 29 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8- TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. ifelliz1e7:�11Tel nF_jii=17. #7�r.7:`ILe� FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 W1, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST BS% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOREACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIORTO THE ADDITION OF PLASTICIZER. CONCRETE $HA L COAVLYWITHALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING ETC CONCRETE TICNETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R W 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 SHRILL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REOIXRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIVR WEATHER 1-112' FOR A6 AND SMALLER 2" FOR#9 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS I.1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE WE* THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy - 36 kN FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 48 kel. STRUCTURAL PIPE SHALL BE ASTW63, GRADE B, TYPE E OR S. Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION SIZE TYPE SPACRIG REMAW3 APPLIGTgN S. I TYPE SPACING REMMKS tY1 PT FURRBx3 TO GSE NAROE-1 GARAGE DOOR BUCK IM DW. TAPCON MASONRY B'O� VSEMBED.,4•EFD 018T., MASONRYI CONC. NAIL 11?LONG. B P'C TO MABCNRVICb1C. NO WASHER FABTEIER I-EOGE DLRT. BOO, AL. E.. OOORe CASE HARDENED WE rw WINDOWAx)ORIFASTENED GARAGED00110UIX ­I­PEMBE0,4•ENDDUST., ExPANeION BJLT 24"OTC 14 PTSEENDTEn NAIIiI LONG. 9TMOERED INTO MASONRYM.ONC. To- WASHER SEDOE DIRT. ww BUG GSEHARDE__ 9"OTC WINDOWIDOOwFASTENED METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING I. PT,SEEwTEs L11?10NG. STAG_REo INroM soNRYlmNc. MASarwYIGONC. REQUIREMENTS EXT.BWMO DOOR )yItlDIA. TAPCON' 1B" 11?EMBED,B'E NON -BEARING WOOD - E­4'EMBEO. 4'ENO Y4 dG BUIX3Pf. SEE NOTES WAeHER FASTIER 018T.,1"I EDGEDIST. WALL TO CONC. BLAB W/WASHER SOLT 09T„S'ETIGE DUST. . PT WINDOW BUIX 3B' PAf 48 W B' CA: 4' E. OIST.,1 I? O STEEL COL., SEE e'IWI NOlE 8 WARNER 9TAGGE.. EDGE DIST, NOR 1LES 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 I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL SE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING ..OR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774.4078 www.abdoslgngfoup.com AA N: 0003325 `aff X �+ r+ F 3 b BXMDIV. ae LOT: SILVERADO LOT #11 BLK. #19 PROJECT* 04128.002-11191 MODEL: 4EBB "1828-CALI" GARAGE 81110MG: LEFT PAGE: DETAILS 150 MPH EXP. B >lCAL4E: 1/4--=Y-0-- SN1 of