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HomeMy WebLinkAbout7172 Boxer Round Pl99 91828-4EBB-CAL19 HOMES ALL WORK SHALL Cp1,APL�` Wi1'H PREVAiLIh1G CODES FLORIDC RUC COD CODES NATIONAL ELE OF ZERHYRHILLS AND THE CITI ORDINANCES 12602 TELECOM �FUVE, TAMPA, FL 33637 FEB. 2 3 2020 aFV1EVN DATE 1T`( QF ZEPviy LL ' �LA�, kml Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •r1LOM BUBDBMIG CODE, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION , DR HORTON HOMES 12602 TELECOM DRIVE Gm EDTT= (m) -AM IDIX � WAta CWW •OCCUPANCY - RESIDENTIAL, GROUP R3 TYPE - VB A/C A T AMP. BLL CAB. AIRCONDITIONING ADJUSTABLE AMPERAGE CENTER LINE CABINET LUM. M.C.- MIN. M.T. M D. MTL. LUMINOUS M IACTURER MINIMUM METAL MOUNTED HOLD METAL �(,� �'$ 19BLED ARCHITECTURAL SHEET DESCRIPTION Damns 2ol1l�c UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES 8U16/16 CDSRTE-IEBLED mnIAB W GELEVATI"ADDED TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 :CONSTRUCTION VINCLG. INTERIOR F7NLSFi - CLASS B •BASIC VOID SPEED - Vult=150 MPH Vasd=116 MPH • EXPOSURE - B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLR. C ONC. CPT. C.T. D. DEL. D.G. DU. CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. NOT TO SCALE ONCENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED G Al— LOOR LAN PG A2C—ELEVATIONS "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN osnano CDSRE•188UED ��� FOOINGR=vISIONPERMBOLLES d*n1S CD-8 ftw 8yg/g ADDED CIIGDLMFOOTERATGARAGE DETAIL (POW MYERS) mine, FLANMANTENOCE AND STATE CODES DIM. DISP, DP. DIL D.S. DIµ`, EA. ELEV. EQ. EXH. EXT. F.GJFX. F.G. R FLUOR. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FL oR FLUORESCENT R RAD. ILA. G. REF. RM. R S.C. S.D. S H. SET. SHTHG. SHWFL SIM. SL. S v ` SWS RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENINGPG OLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING ST',° n� SS SHEARWALL PG Dl —DETAILS PG D2—DETAILS D3—PRODUCT APPROVAL LISTING PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS OMM REV 0M LINTEL slit: AT FRONT BM DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. 004n9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER IULL BATWN (MELD.) 1 SQ.FT. CALL. S &44A9 REVISED WAC VOU MEB ON SOFT CALL SCHEDULE (MELBJ MMAS ADM 'EXTERIOR MONO DEEP FOOTER'DETAIL 2BIIA(ON-) LIVING IA28 Sa FT. GARAGE 430 Sa FT. ENTRY 16 sa FT. LANAI 88 Sa FT. TOTAL 2,3626077 06MM ADDED LED LWM • ICITCHEN 4 mATI#0 ""A MARL 8OUE8 81/MLI9 ADDED STONE OPTION ELEVATION C 4 D (TAMA) o9nuls ELEVATION +G' BIDWG-ADDED LaIVER s GA9LE ROOF AppEp, e�.� �Rq,G LONGWOOD, FLORIDA 32750 FTGD" FRENCH OOTI GAR TeMP. SECTION Tel: (407) 774-6078 GA. GAR. DISP. GAUGE GARBAGE DISPOSAL T.O.C. T.O. THICK TOP OF CURB Fax: (407) 774-4078 GF.I. GL GROUND -FAULT CIRCUIT INTERRUPTER GLASS TO T.O.S. TOP OF PLATE TOP OFSLAB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS U.N. GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED . HBHOSE BIB OTHERWISE HU. R. HEADER CORE WP VAPOR WASSHERR�F HOT. UL OR HT HEIGHT LTION WD. WITH AT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT]RON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.iA—DETAILS OR INoN IN E TO B FURTHER PROJECT BASSEON THIS ORDER PG S3—FRAMING PLAN 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 PG S3.lA-DETAILS PG S3.1B—DETAILS CLARIFICATION. PG S3.iC—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY PG SN1—DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. L44i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngmup.com AA 8: 0003325 aUDDIV en LWO SILVERADO LOT #9 BLK. #17 PROZ11=1111L 04128.002-09171 MODZIU 4EBB "1828—CALI" GARAGE •WING: RIGHT PAGIS: COVER SHEET 150 MPH EXP. B D 12/03/19 9CALJC: 1/4"=1'—O" C1 GENERAL NOTES WITWORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) I. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). ft EDITION, (2017)AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBOR 6TH EDITION (2017) LINO. 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 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. 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. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 1 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13(8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOOR$. 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 R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %WNCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR 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. PL.UM&NO 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 WITHIV 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 COVERNN08 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 FROM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-01063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD, R302T CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPSS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEUNGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS NTH 1 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 $sue yl � �a ousDm as Latill SILVERADO LOT #9 BLK. #17 PROJECT 04128.001-09171 MCDEZA 4EBB "1828-CALI" GARAGE XIFMG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B n TE 12/03/19 BCAL.E: 1/4"=1'-O" 8 51EET GN olio I o o_,peello : � �olleeeel�eell0'JeelYppelN� oleeeell I � o • lolleeeeelio=-=- - - oillo :I r � p � 1 . o � O :�11'll ® • .- p AS REa e PER II CODE GARAGE a ro m FOYER i M. TRANS.o m � / i 2 S 00 1 of--------------------- i o'Ieeeeplo o'IYBeee o oleelia', --- — o''leello leeeeeeeeeeel il�/�llI3F7L SQ.FP. CAM'S LIVING 1,028 $a FT. GARAGE 430 $a FT, ENTRY 16 Sa FT. LANAI 88 Sa FT. TOTAL 2,362 Sa FT. COW011MAIDO-40011113 NO aFB81o6 IOWIE I ZOIE 110kfHWDOA IBlAllfB AIDTIIE FOOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING NS 5 24/-31 DR MIN. CRITERIA 64D. MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. 112 5 20.4/-22.1 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EIIP.-B, MEAN ROOF HT. = 13'-0" HAVE BEEN MODIFIED PER FBCR BTH ED. 2.1 TO MEET TESTED ALLOWABLE OR E D LOAD VALUES FROM THE PRODUCT ER. C TOP PLATE 9 in BAR DETAIL A SCALE:IlA'•I'-0' ARCH DTL. B SCALE: 1/2 • I'-0' FLOOR PLAN SCALE: 1/4' . I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER CN 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 3/6' (35 MM) IN THIC1WE88, SOLID ORHONETCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N, RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407.774-W78 FAX: 407-7744078 www.abditigngroup.com L AA N: 0003325 a� 6 a SVSDIV. 89 LOT SILVERADO LOT #9 BLK. #17 PIROJSCT 04128.002-09171 MODICLa 4EBB "1828-CALI" GARAOS SVM90: RIGHT PADS: FLOOR PLAN 150 MPH EXP. B pRINT DATIM 12/03/19 lsCALS: 1/4"=1'-O" gIHSST Al SHINGLE ROOF I6'Xb0' FYPON DECORATIVE SHUTTERS OR 4' RAISED BAND (TYP.) 0-01FIN. FL�II 8'-8' BR'a. FIGT. 10 0'-0' FIN. FLR FRONT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 1'-0' OFF RIDGE VENT BLD& HGT. FYPCN LV12X24 OR EQUIVALENT LAP SIDING AS SPECIFIED ITTP.J 4' FRIEZE BAND (TYPJ b' TRIM BOARD (TYP.J OPT. COACH LnHT OFF RIDGE VENT 0'-C' FIN. I OFF RIDGE VENT AREA OF ATTIC 2364 SQ, FT. NET FREE VENTILATION AREA REQUIRED = 3/30D REQUIRED VENTILATION AREA • 2364/300 = 7.88 VENTILATION AREA SCL INCHES PER FT. (141) • 1134.72 SO, IN. MIN. REQUIRED VENTILATION • .5X IM72 IN UPPER PORTION OF ATTIC 567.36 SO, IN. OFF RIDGEVENTILATION AREA 115 S0. IN. PER VENT 56736 /115 TOTAL III OF VENTS REQUIRED 493357 TMOTAL VENTS PROVIDED 5 •AREA OF ATTI[ IS THE PERIMRER OF THE HOUSE, LES THE OVERHANG IXTERIOROF WALLTO E%TERIOR OF WALL, NO OVERHANGS INCLUDED) 8'-8' BRG. HGT. KFR 101101 OR i6 u REAR ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINISH ----------------------- -------------------------- RIGHT ELEVATION SCALE: 1/4 " I'-& TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH '-0. 0'-O' FIN. FLR -'o8'-S' BR3. HGT. FIN. FLR LJ I! sm n DECO. DTL. A SCALE: 1/2 " I'-0' 0-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407.7748078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 J $a I .3 svHaiv ae LOT: SILVERADO LOT #9 BLK. #17 ]PROJECTIP 04128.002-09171 MODEIA 4EBB "1828—CALI" CIARAGE HWUM: RIGHT PAGE: ELEVATION "C" 150 MPH EXP. B 9 . AR NO� aRINT 'I w 12/03/19 SCALM: 1/4"=1'-0" aHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e DeV OUTLET 20 AMP RwE S POLE RIM OUTLET IIOV OUTLET VJ OF OUTLET WMD To e•Ncw G(9 IIOV OUTLET ITGUIPSO Ra2RD PAU. NrER8"m (TAM•ER MSISTAN! TTM) YleV OUTLV (4) EIM CONNECTION �iEXr.IATSR'Ro@ OUM1ET GROUND FAULT NTESUMSR eunTCN SWITCH 3-NAY OMR II(••{ SWITCM 4.1AY OPER I-e IGWL RD CEILNO LI6M © LED CLO LIGNT LED VAPOR ©YP PICOT LIGHT O vp YAPOR FROM LIGNT OREcnew CAN evw. mm I ON PER Gn Pr. V1R. PIN RVLIGIR I OM PER SG R. Y rEFemE�iaD by ® R 2-EULIS TRAP AROND � PL 2-OLDRRAP rNwE IYNTJ _{ 2' "CRESCENT 4' PIUUORm$GW p� •�--fie-• II 4' TRACK LIGHT can PANEL METER O$D, SPIOIa gTSCroR w-wimom 1 ill UTALL MINTED e m DETEcroR SAT*. wdn[.Ir BLyA�dBR ® OOOCE"C"'M SW1LLeuSNCS OF NOT LESS THEN 4• PENDANT LINT NATURAL a" . RLET-14041 JACK III To r EuveTEc PWOOMMICT AIR CONOftIONINS DROd4ECT I-aTv nLr vm JACK LNG SOX O To SUPPORTEDIN ACCORD MANKNO AD EUCw I = CEILVO SON RSOI CSR.Stl PYLL16Nr TO EE NPP. N ACCORDANCE IN SOK MARKED AS SUCH MR AOG4 24' ►CANOSSCENr LIGHT SIRE Lg111 SIRE nnn�nn�tfn_n 41P INCANDESCENT LOW STRF 1LOOD LIOM On. SECURITY KEYPAD • PA PUSw-EurrON MR CMww Ise FORT • LOCATION OF TV JACM K P 4OPE OUTLETS K PANE TO SE ~IED • NO C04M PM-CONSTRUCTCN PElTNG. • ALL 0 K 2e AMP ERANCN CIRCUITS TO 80 ARC FAULT PROTECTED PM ELECTRICAL PROVISIONS OF E= • 2e AM• 0.. LA HOMY cECUIT. • ON o ISLAND (NOT ON KITCl/I CIRCUIT) • DISI#WNER DISCONNECT TO SE LOCKOUT N PANEL • DATHRRDO7 DaA St PAN TO NAME MK CAPACITY OF of ORI NTEP"Ila r MR ELECTRICAL PR m" NS OF PK70M LAUNCSECTION • L RDOi Ra7PTACLE L 8E GROUND FAULT CIRCUIT-MEIIII•'RSR PROTECTION POUR PERSONNEL ON PEEOlIR6 • WRING ME7PGD SMALL ea NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF TEOR ATw ED (20111 • ALL. WORK TO COMPLY VTN ELECTRICAL PROVISIONS o THE PEIOR ATw ED rmlu . µL La•Ps SYALL eE APi �e-ran eY RILLDER Awe TAIL G• LNHTRJ6 MYT RNERIY R�ICJRlT TYPE PER ------------- CEILMG MTD. LIGHT%,�-WIRED LIVING ROOM API "D OLG FMl C . 7 OWNER'S J-BOX FOR I \ PCLG AN P OPT. FAN \\I CLCs AN(J,\ J DOE PRE -WIRED DINING n CLG FAN ROOM I A SWITC44 IN, 1 \ Q9 CABMET ET OUTL- _ r - - - - - - I11� L GFI GFI I0. BAT I ANSING 1 y --Ai HEN LAUN Py \ RANGE I - GPI O GFI / 1 BDRM. DEN�4/ HOOD WIRE W/ OUTLET FOR I I �®® FUTURE MICRO 1 l ,SK.o C%, •J PRE -WIRED 1 CLG FAN BDRM.r113- 1 1 R AI PRE-WIRED- CLG FAN \ I GFI OP.B.44'AFF. 1 DOOR \ IL - � I 1 \ J o L II 1 \ BOLLARD 1 \ AS REG. - \ WALL MOUNTED PER B' BLDG. LIGFIT W/BWITCH M CODE BATH 112 ® I \ ATTIC / y-� M GFI 6 GLG / V w KEYLEGG OUTLET BDRM.r�2 FIXTURE FIELD VERIFY 0ILI LOC. I \ IRRKsATION \ 1 OUTLET • L; J ENTRY GARAGE 413' APP. I . PRE -WIRED I CLG FAN •/ ----------------------------- OPT. COACH LMW ELECTRICAL PLAN SCALES 1/4' • I'-V I®OLION'!""T_!T"^•'ET=r'>';cEE�01ry IIO����LI� ®000� ®ao mo oo mom ®ollv��'.e�mIIRLI� ®oola�s.�mlm 0m�oo® mLm�oLs® ®amrDrom ®Lsmom mQ I0 um� �Ilsmmm L®Is Im®oLs® 0101111SEES a�� �I�L�E�L�Ea EE:aRmmis® INNEREE� EEENEEENEE�L�EEEEE�� EEa�L��EE�EEEE� ��EEEEE`i�EEEEEESSFM E.M�L�EEEE EEEIEEEEEE 0 SOONER SEES 0 I p• I I I I � I I - I I L o ( I i I 9 I I M I I I I � i I a I l J LED LIGHTING @ DOUBLE LAV. OUNER'S BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTE& AL ELECTRICAL MATERIAL! AND INSTALLATION& ENALL CO'PLY UITN ELECTRICAL PROVISIONS OF THE B'Ya.kiki 6QIDOILf70DL I=& OWN& 00 ALL LOCAL POSER 8. ALL CONDUCTORS SHALL e• TYM THI N/n11W UHLESS NOTED OT EMSE. PROVIDE N AFP, OM4e VOLT, I RIPE SEOOI VARY SLIGTIECAL SERVICE. PROVIDE I 9 COPPER (CU) N 1-14' DIA WACO" N PVC OONUIT OOR PROVIDE a 2/e ALU9NM (AL) IN2" CIA SCMBOILS M PVC CONCUR UNLESS SERVICE IS PROVIDED SY THE SLECTRO CO PANT. COCRDNATS WTN THE ELECTRIC COMPANY PRIOR TO CID. I � I I I LED LIGHTING ® SINGLE LAV. e BATH +2 PROVIDE D /p OU. "" . Hi CU N r CO QUIT OR s %M AL. THIN • ti CU N 2' CONDUIT. (CLIOUR TO TERTNATE MOVE SOPPIT 4 OVENAt10J CO ISNATION SERVICE D160"ECT &OWN AND M ELE T= PETER N NEu SR ENCLoam TnsHlwl aoKyTv summ-ar INRESSTSIfM SQON6 1ER'lS1AL AT LOW vCLTAEC COf1CTiO1 114 OU SSRVIOS GROUND CONNECTED TO CO4CRElE IENCASSD POOrER GYM I" ELECTRICAL FROVISIOW OF THE LAMA !OITICH QQDL SM' DIA X S PT LONG COPPER CLAD GROUND ROO L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744075 FAX: 407-7744078 wwwAbdeslgngroup.com AA 8: 0003325 t: E II %MD:v & LOT SILVERADO LOT #9 BLK. #17 PMJMCT* 04128.002-09171 MODEZ.: 4EBB "1828—CALI" 0A AGE BWMCI: RIGHT PAQZ: ELECTRICAL PLAN %150 MPH EXP. B i DA!t'M* 12/03/19 SCALE: 1/4"=1'-O" BMW" E1 TO PLUMBING PLAN SCALE. 1/4 . I'-C' 2' VTR2' VTR KITCHEN /I SINK �I lr!' uu I I I/2 AUTO VENT i R'� 12 �\ bf1 r CI 1/2' I I I/2 i � 1 1/2' 2, TUB 2 I LAV I 3. 3'�,I/2LAV WC 3 3 ( I 3' 3 11/2- OHM 2' L N WASHER PLUMBING RISER DIAGRAM d N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA M: 0003325 gg a B Vv LHDIae OT SILVERADO LOT #9 BLK. #17 PROJECT 04128.00 -09171 MODEU 4EBB "1828-CAU" GARAGE BWD90: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B DAATTE, 12/03/19 BCALM: 1/4"=1'-0" WIIEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL USE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. - 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 814ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SMALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TFI EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL 151 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER IBC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SMALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20n) MECHANICAL CODE 603.E 1. BATHROOMS CONTAINING BATHTUBS, 6HOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED DATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. t ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SMALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SMALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BONER CAPACITY 60.LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC ­ 1 O O EXTERIOR WALL �ErM T 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO ORM PLATF RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK l BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL SECURE STRAP TO C0NC. CONDENSER W/ 12J-3/I6'X2' TAPCONS UNIT SIMPBCN LLB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) NOXI 1/4' SMT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD a 12' PROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERBUNK BRONZE PL. PL. OR WALL C.O. PLUG BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE FSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (,T�) FIN. GRADE OR PAVING SPEC. 1'-6'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN) NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION MECHANICAL PLAN SCALE: 1/4 • I'-0' :ml i441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PM: 407-7745078 FAX: 407-7744078 www.abdoeigngmup.com AA B: 0003325 � 6 6 SLJSDIV. Ia FAT'. SILVERADO LOT #9 BIX #17 PROJECT* 04128.002-09171 MODELa 4EBB "1828-CALI" GARAGE swING: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B DmNT A 12/03/19 8CAla: 1/4"=1'-0" sISEET M1 2X4 TOP PLATE PRE -FAD TRUSS 1/2' CL6, BOARD N' DRYWALL TV'r SECURE ST. — PLATE TO SLAB V Wd MASONRY NAIL • 32' Or — MAX FIK FLR 2X4 WOOD STUDS D24' 04. SLAB a:uva n� ITIONS SUPPORTING HUNG PLUMBING 2ES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE Ib' O,C. OR NOT THAN 2xb, WHERE ED NOT MORE ()TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.I'-0• 5' DIA, SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (0- "B (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' 40894. sK.cR e,r u. .up. ZB_GAS LINE THRU BLACK ►c+�.t1, vr.nr MOOD= "-"-OAO 00- AF"NO AL or m. TRAIX DY 0"4m DY wr. PAeTINM TO RD@1 TRAMolucTQTe w Mma=T .wRDVAI. Nla 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' FIBERGLASS SHINGLES 2x 15LOCKING BETWEEN TRUSSES OVER "30 FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, "3 OVER 0 FELT PAPER INSTALLED PER SECTION FIBER53LASB SHNGLES FIBERGLASS SHINGLES R90611 ON ' ObJS. OVER 030 FELT PAPER OR OVER 930 FELT PAPER OR SYNTHETIC INSTAL PRODUCT, OR SYNTFIETIG PRODUCT, INSTALLED SHEATHING OR }' CDX INSTALLED PER SECTION PRODUCT, INSTALLED PER SECTION R905.0 PLYWOOD ASF TENER SCHEDULE �� PER SECTION RIMJJ ON �' O.S9. SHEATHING STIFFDACK AT ALL UPRIGHTS SHEATHING OR }• COX ON J' O.S.B. SHEATHING S/S' GYPSIAi BOA OR }' COX PLYWOOD — PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' CDX PLYWOOD OR 1/2' HIGH SECURED PER SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP TYP FASTENER SCHEDULE MTL. DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE O.H. OJ4. STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS IF ELEVATIONS SEE ENERGY CODE FORMS FFIT CONT. 2x RAT RUN SECURED PER PRE -Ewa TRUSS INSULATION R-VALUES PRE"' T VENTED SOSTRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R E�TION •�UE FOR MTL. DRIP EDGE PER ELEVATION PRE-ENG GABLE TRUSS PRE-ENG GABLE TRIM.®• WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER TYp. 2x FASCIA PER ELEVATIONS OA ELEVATIONS 5/0' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER 2x P.T. SECURED PER VENTED SOFFIT I R-4J INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION - V2' THICK, 2 COAT PORTLAND CVI REFERENCE WINDOWCTURES ATTAC44MENT FIC.ATIOAS ER PLASTER 6INA'PPLIEDT STRUDIRECTLY TO MASONRY MFRRENCE Ix2 P.T. PJRRING STRUCTURAL STRIPS 24' OZ. 1/2' THICK, 2 COAT PORTLAND ati P.T. FURRIWCs 1/2' THICK, 2 COAT PORTLAND S' CMU CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT GYp lULSTRIPS * 'DD CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. DIRECTLY TO MASONRY PORTLAND CEMENTuboD BASE ' a u DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED I DIRECTLY TO MASONRY 0'-0' PikFLR�L : 0'-0' FIN. FLR 0'-0' FIK FLR 0'-O' FIN. FLR a ` , , e• ahu e . . a n c W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING TYP WALL SECTION " NO OPENING NOTE: B�Wx --- MR SECTION 1105.1.1 - FOR ROOF SS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2)LAE ERIUNI E�AYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL .� SCALE, 3/4'.P-0' IS REQUIRED. FOR ROOF SLOPES 01 SCALE: 3/4•-I'-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D Fal5i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA M: 0003325 J IC t V FO SUODIV. Ee LOT. SILVERADO LOT #9 BLK, #17 PROJICCT* 04128.002-09171 MODZU* 4EBB "1828—CALM" GARAGE OWING: RIGHT PAGO: DETAILS k.150 MPH EXP. B rpnmT 'I 12/03/19 BCA=. 1/4"=1'-0" 8*IZ= D1 ® \LSECUM 2x4 ONy PLAT TO OLK UY CUT twL8. SDE6 2X8 bNeA6E DOOIe dKtc W/ (s) IN &W A -DOLTS 4' EM&EOM W M% R W/ 2W"A WAAWRR AND NUT SPACED EYBJLY PROM FLOOR TO 6AIR/�6,E DOOR 4M N JONTS PRIOR TO PILLNO. 1-2X6 PT &LOCK • CENTER OF DOOR HEADER 9 EPIDEDMEW W 'W90(, UTAMIER AND MR. 00 �NOTEd, 100 r BE ANCE O MANIFACUMMS NSTALLATION IWTR1CTIONB WHIM GARAGE DOOR 1 BUCK ATTACHMENT 11werx •• 8' CMU V DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRJFRAME 4 EXTEND I-Y4 INTO BLOCK W/ 14- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MM. EMBEDMENT 1-)4"WITHIN 8' OF EACH END 1 IV 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 A WDMW TO BLOCK +3 OR +5 4 R. N.T . 2X4,m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WTHN 8' OF EACH END 4 IV O.C. MAX SPACING. 2X6,m SECURE TO !'JL W/J-%' TAPCONS(MN. EANC SIZE 145 MIN. HEAD SIZeDAO MIN. EMBEDMENT I Y4) WITHIN 8' OP EACH END 1 8• CMU W5' O.G. MAX SPACNG. 15• DRYWAL 2X8,mo � I'X4' OR RECUR? TO BLOCK W/2-i(.' TAPGONS (MIN. 6HAJJK SIZE .145 MN. HEAD SIZE 300 DOOR MIN, EMBEDMENT I Y4) TT� WITHN B' OF EACH END 1 1'X2' P.T. NAILER CASING JAMB OR WINDOW H TO 2X PER MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1//2' n IID W TO BLACK +1-1/2" y E: 2X4= SECURE TO BLOCK W/ TARO" (MIN. SHANK S ZE 148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 1 NOTE, STRUCTURAL 2X IB' O,C, MAX SPACING' MUST BE ON OUTSIDE 4 2X6e= SECURED THROUGH SECURE 80 BLOCK W/2-11(•' NON-STRUCTURAL 14' MIN. I (MIN. SHANK SIZE J45 M15EPMENT INT EM�DTO BLOCK MIN. HEAD SIZE 300 cm MIN. EMBEDMENT I A,) RY 'DRYWALL WITHIN 8' OF EACH END 4 IB' O.G. MAX SPACING.'X4' OR I'X2' P.T. NAILER 2X&, SECURE TO BLOCK W/2:41MANLFACTLJPMS )6' O,SJD. X 4' MIN. TAPCONS (MIN. SHANK SIZE J49 DOOR GASNCs MIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi)ATTACH TO 2X PER WITHN 8. OF EACH END DETAILS. 18. O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-15//1#" inl 1RND011 T0. HIOCK +1-15% ALE, KT . 2X4,m SECURE TO BLOCK W/ 11V' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 ) MIN. EMBEDMENT 0,9 WITHIN e' OF EACH END 4 NOTE. STRUCTURAL 2X WS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPCON MIN, I-)," (MIN. SHAWL SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )1) 8' cm WITHIN W OF EACH END • K' DRYWALL WM' O.G. MAX SPACING I'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/2-11(4 CASING TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 D[O®wJAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 1 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLACK +2 1� %n1 t/LND011 TD BLOCK +2 1/4g u SCALE: KT . 2X4= SEGO BLOCK W/ )W (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN B' OF EACH END 1 NOTE: STRUCTURAL 2X O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2XIS' 6m SECURED THROUGH SECURE NON-STRUCTURAL O BLOCK W/i-'TAPCON MIN. I'Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END 1 OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. a 2X&: �.X4' SEA�STO BLOCK W/2-V <MIN. DOOR CASING SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER IS, O.C. MAX SPACNCs. MANUFACTURES DETAILS. mn, wn w NSNa ro ws sw mo rw o•cmox•1 DOOR JAMB TO BLACK +3" i1 BIINDOW TO BLACK +3' ''' SCALE, N.T.S. 2X4= SECURE TO BLOCK W/ TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X EM' )Z. MAX SPACING. MUSTBE ON OUTSIDE 1 2X6� SECURED THROUGH SECURE TO BLOCK W12-V NON-STRUCTURAL TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1 Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 &, cm WITHIN 8. OF EACH END 4 K• DRYWALL 18' O.C.MAX SPACNG 2XBmn ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2X SECURE TO TAPCONB(MIN. SWANK SIZE STRUCTURAL MEMBER .145 W/(2I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHN 8' OF EACH END 1 DOOR JAMB OR WINDOW IV O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3" F +" E, N.T.S. 2X4= SECURE TO BLOCK W&4' TAPCONS(MIR SHANK SIZE 148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE / 18' Or- MAX SPACING. SECURED THROUGH 2X6, NON-STRUCTURAL 1W►' SECURE TO BLOCK WA-1/4' TAPCON MIN. I Y4 TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 • CP1U MIN. EMBEDMENT 14 Y-' DRYWALL WITHIN 8' OF EACH END i 18' O.C. MAX SPACING. 'X4' OR W' P.T. NAILER 2X8emo a SECURE TO BLOCK WA-1/4' )4' OAJ9. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. wxr u.: w.s=o ro nus �w mo xa wex•� DOOR JAMB TO BLACK +3-7/38' G UBiDOIf TO BIAC +3-7 18" E, RTA. 2X4= SECURE TO BLOCK W)Y4' TAPCON8 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL T)ir'TAPCON T MIN. . SHACN6 SIZE J45EMBEDMENT (MIN. HANK INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 4") 8' CM WITHIN 8' OF EACH END 4 H' DRYWALL IVOr_ MAX SPACNG, ❑ 1'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. ONB TAPC POOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 TTACH TO 2X PER 0' O.C. MAX SPACING. MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/4' 1fTOB CK+ 34' H SCALE, RT . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-7744078 wwwAbdoWgngroup com it AA N: 0003325 t C p oW I unDiv. 8e LOT. SILVERADO LOT #9 BLK, #17 PROJECT 04128.001-09171 MODLMIL: 4EBB "1828-CALI" GARAGE SIMMI: RIGHT PACE: DETAILS 150 MPH EXP. B Daurr A 12/03/19 DCALE: 1/4"=l'-0" Lslim= D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS& DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2038 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 307S&2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 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 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/11/2019 1441 N. RONALD REAOAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 mm sUDDIV. & LOT SILVERADO LOT #9 BLK. #17 PROJECT 04128.001-09171 MODEL.• 4EBB "1828-CALI" GARAGE 811MO: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B m • EC ND A. AR N DltxNT ATE: 12/03/19 sCAL=: 1/4"=1'-0" sk;EET D3 PREFORMED CONTROL JOINT— K AMM OF CONTROL JOINTS Td BE WIRED TIED TO LAIN • 6' Oa MAX (YOW.1 MOM, DO NOT FASTEN CONTROL JOINT TO WALL EVEN • STUD EX16Te BEYOND EXCEPT 6TAPLE6 W( SGECLMLEGE C0NTOEROLJ06R TO � • DWENG INSTALLATION —� PASTENEM TO BE aPACED • T' Or. MAX VERTICALLY TW K D COAT CEMENT PLASTER UM LAYS! 9, FORTPBER OWLDN6 PAPER APPROVED METAL LATH FASTENED 01• (VERTJ = MAX AT &ARM01 re UM L 6TU � U�RM�F UIOOD "ATNNG LATH SMALL NOT y To� aAr BE CONTINLI" r• TO a .• ro P• THaROUGHI CONTROL \ JOINTS OUT SHALL BE 6roPPeD AND TIED AT EACH SIDE. PER ASTM C~ PROVIDE 2X4 BLOCKING 'LIVLA PLACED PLAT MAX 6' TO S' NOTE,\ PROM CONTROL JOINT WEN / CORO NTL JOINT PALL6 ON / STRUCTURAL STUD PMTTE EW POR LATH TO OE NAILS O\R �- i STAPLES N COITLIANCE V A61M CI063 2. YAW TIES TO BE Na W 00415' WRE / 6. OLOCKNG 6HOM MAY BE IN ADDITIOy \ TO WALL STUM 101150011120 PER PLAN / o OL FOLD NIMIO G R. A ®POLO OLA IItlM0 1- PT.. 7. CIRr445 G Pr, 6 ♦ CPWAN G Pr. c Ol POLO NWO A PT. L pNAN - Mr.6 POLO w ® LPOLC WWIO GR.A 2. QlAM A Pr.6 x CINAN G Pr. C 4 PQA PR. c oVEa PR. 6 rLL Pr. C Touaw" sorroN PLA U Yl 0 morrcm K AG1• MTRIR TIa1R NAL, POLO.02 EOLmr. COAT CEMENT M1MEA VY f COAT LATER -L CO ~awww OPLT) �aLKpAwS, NOP I IWE OIG GTAI DfiR� \ W TALL PLMINU y 000t-ourPLMNRtlf0w= SAL \ MAW \ a=a IiAIRRRCT10H6 APPROVED BWLDNG URAP 6NALL BE LAPPED A MNIMIM OF 6' • VERTICAL LAPS (ROLL ENDS) G 6' • NORIZONTAL LAPS, ALL SEAMS NEED TO BE TAPED WITH FORTIBER WEATMNG TAPE � // rrera LAP. nrral LAr" \\ LATH VERTICAL LAP TO BE V ^ • �I METAL LATH URD LAYER M, enleeo uMAP •• Mq PM LIP s LOtlI O!1 r / URD LAYER 9, PORTMOER �BWLDMIO PAPER 2 WALE,11 V2'-r-0-F-O' ® KICKOUT DETAIL "MR TIONT NAL rIE/O on .omm Dn NOT = NOTE, 610E LAPS OF METAL PLASTER OASES SMALL BE aBCUIED TO FRAMING MEMBERS, THEY 6FALL BE TIED BETUEEN SLIPPORfe VAN 00416-N. (121-MM) WIRE AT INTERVALS NOT MOTE THAN 6' (22S-MMA AG PER ASTM CUSS! IAL POR REPAM Of TEAM N UM LAYEM, TEAM MAY OE PATCFED W 40UM WRAP TAPE PER MANtt. SPEC. OR PEEL A STICK 6TUCC0 i' NICK 9 COAT CEMENT PLASTER METAL LATH UMB LAYER 9, FORTIPIOER BUILONG PAPER UARD LAYER 4, STUCCO tIARAP WOW 6HEATMNO LAT. • PAM. WOOD SHEATHING OR CMU WRB LAYER II, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S, i 4'rt4' SELP-ADMERNS MEMBRNE PLASHING (COMPATIBLE & HIWSE� 'I.WRAP MATERIAL) OVER I. OR LESS MPE PENETRATION CUT AND OVERLAP CM NDE OF / SELF -ADHERING MEMBRANE —� FLAwm STEP w NGTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS -- REOSIIRED TO am= PIPE/ WRE TO PRAA'MRCG W.W SELP-ADHEIRNG MEMBRANE 14-A6HR1G (COMPATIBLE UV rgWE WRAP MATMAL) OVER 4W SELF -ADHERING ME'ERAAE FLASHING OVER APPROVED HICUSE tlMAP. FL16FIIHIt3 Te E)rTEV9 292 PIPE CUT AND OVERLAP ONE SIDE OF SELP-ADMERNG MEMBRANE PLASMNG WRB LAYER 9. FMFWR OULOM16 PAPER METAL LATH 6'NV GELD-ADIERN6 M19'BRAPE FLASHING OVER 4'a4' SELP-ADIERNG MEMBRANE FLASHN6 OVER APPROVED MOUSE WRA1R PLASMNm Te EXTEHI0 ONTO PIPE %' CONT. DEAD OP WALANT INSTALL APPROVED HOLM~ AIR IFRLTRATION 15.41111RIM OVER "ATMNG SECTION PER SECTION RM.7 gftP TYINItaandalaIIWIIW Ez1eMr uGe oT pMarld aemant p"W Mall comply with the a`*H-ttlan Pqulrenwnta of ASTM C 926_12A Inalalletlon of e.We IethhV antl ft l g .ell y wtth ASTM C 1003121. N.T.S. DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO T-j SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-013, MIN. 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL327E0 PH: 407-774-6078 FAX: 407-7744078 www.abdeWgngroup.com AA A 000332E J oc�s a a FO m � BUDDIV al: LOT SILVERADO LOT #9 BLK, #17 PROJECT# 04128.002-09171 �coaEtA 4EBB "1828-CALYF OA XAOE 8WMQ: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B D � 12/03/19 OCALE: 1/4"= V-0" 9iMET hk WA1 BACKER ROD BACKER ROD INSTALL b' SELF-ADHERMG MEMBRANE FLASHING OVER TOP, SOWS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. OF OF FLASHING TO DE, L EOtTOM. 2. SIDES. & TOP VENT CAP IS TO BE SET M BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED 80 A8 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON 81DE&V CAULKING • JOINT ALL PER SECTION R703.7 E4wlor b tkw W4 0l XWM Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER M, X; STUCCO UAQAf° I .:; HOODED VENT X, j' THICK, 8 COAT CEMENT PLASTER METAL LATH UM LAYER Q, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH h' SELF ADHESIVE OVER TOP t SIDES SELF WOOD SHEATHING FLASHING LAYER 9, UNIT STUCCO WRAP LAYER O, FORTRISER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) TP(Tu w COWTPZ=lCN y�FINI•SH * WOOD FASTEN TO WOOD STRICTURAL SEALANT • t MEMBER • 9' = MAX TOP t SIDES • cru ., �.76• ToM42-UIALL 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'CLICK FLASH' PIPE THROUGH WALL 1 V SELF ADHESIVE — FLASHING (INSTALL PER MAM F. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH" A VENT PENETRATION SCALE: N.T.B. STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING: APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION CUT SUCH T14AMEMBRANE NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FM EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) --APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z BEAC OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION i' WIDE STRIP SELF ADHESIVE FLASHM4 CLEAN MASONRY BEFORE APPLYING (�oHORIZONTAL WEEP SCREED FRAME TO BLOCKZ e' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASFIMG APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 STEP 02 LAYER 01, STUCCO STUCCO WRAP APPLY 60 MM - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEILRAP STEP #3 ® [OMBRANIE FILASHING I WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 1% OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-77"078 wwwAbdesigngroup.com AA M: 0003325 t : I a $ tj: :1 I : oil : EST [EIVISIDIV. ae LO SILVERADO LOT #9 BLK #17 PROJECT# 04128.002-09171 MOasrj 4EBB "1828-CALI" GARA0Z S1111►MG: RIGHT PAGE: WALL ASSEMBLY DETAILS V.150 MPH EXP. B —"awT"a' `: 12/ 03 19 SCAL C- 1/4"=1'-0" aRMT WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO F-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER t SPACIWG ® 1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i( 4 R�CORNER BEAD Ca? BLOCK 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 327W Pti: 407-774-6078 FAX 407-7144078 wwwabdoWgngroup.com AA N: 0003325 all t SLTmm ee L,OT SILVERADO LOT #9 BLK. #17 PROJECT 04128.001-09171 MODEL& 4EBB "1828-CALI" GARAGE BWDIG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 12/03/ 99 BCA=: 1/4"=V-0" sHEEr WA3 LEGEND DRAINAGE PLANE (URB LAYER "I, STUCCO WRAP) WRB LAYER 82 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO T1lJGTION \- BEYOND UIDOD BNEATNMO MBIBTh/E BAMER Ut�ER IPQW6TiVEtl-�v Xx T YRavtAAP610m i _ADNEfVNQ, AGWM < TWER 1BISTIVE BTARIER STRIP BSA DER 111l.BIBTIVE � Oft�WBELT-ADNERM6 rLAx+MaTAL dALVV METAL 'Z' 19.ABNMG 'r PLAomm OOD TRIM MmwR / UBT MEAT MBER SEAL awP WVCALLKM OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 9 - 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA 8. 0003325 � g a muss . AB LOT SILVERADO LOT #9 BLK #17 PROJECT* 04128.002-09171 MODEL: 4EBB "1828—CALL" GARAGE S11DTG: RIGHT PAGE: WALL ASSEMBLY DETAILS t.150 MPH EXP. B DATZ: 1 /03/19 SCALE: 1/4"=1'-0" 8HmmT kk WA4 I I I I 1 1 1 1 2x6 SUB-BANt> W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE PI 11 '1/8' TEXTURED I 1 FINISH a WOOD 111 1/2' TEXTURED !I 1 FINISH a CMU / 11 METAL FASCIA 11 WRAP Ye' FROM 11 STUCCO, I' FROM 1 WOOD WALL 1 /• 1 ` r ` f —EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY `\ I \ 1 ®PL )4N A 1/5' TEXTURED FINISH • IIIPOD, V!' TEXTURED. .. ..' .. .•. .... FINISH a CMU x METAL LATH x x x x x x x x METAL FASCIA wRaPll� WOOD SHEATHING x x x x x x OR cm x x x x x x WRB LAYER 81, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDMG PAPER = x x x x x x x x x x x x x -, - - M FRAME OR CMU (FRAME ONLY) 2x6 sue eaND R00FNG CEMENT x x x x x x x x x x x x x x x x x x. x x x FELT PAPER DAP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT ©�� �* Q I �l L� I.IET,u Klac our x x x x x ONLY. FOR WALL OFF x _ SET OF COMPONENTS) 1 1 1 1 1 1 ��—ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) - �—`DRIP EDGE, I' OFF WALL NOT INTO STUCCO) '1/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH a CMU 'I- -2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V' SCABBED TO TRUSS W/12d NAILS W-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH a END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3 SUB BAND DETAIL® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT a 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 WAW' NOTCH a END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774807E FAX: 407-774407E www.abdmlgngroup.com AA M: 0003326 ^ W. as o It alunDiv. 4 :.oT SILVERADO LOT #9 BLK #17 PROJECT 04128.001-09171 moaEt� 4EBB "1828—CALI" GARAGE aTI MO: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B If DATE, 12/03/19 aCALM: 1/4"=l'-0" atIEET WA6 11PIE:1 28'-8" 9'-6" 15'-10" 3'-4" — _FM-12X12 — F— — — — 1 — — — — FM-12X18— — — — — I 4" CONC. W SLAB I 4 F w I a �_3;A,,_,F-24X24 0'-0"10 r FM-12X18 I I 1.1 SLAB 1 112" I I� I I I �T SLAB w F M I I I I NCD I LLI I . I I. I� I 'I I I 19'-0" 5'-0" 15'-8" I 4" PVC CHASETq I i' TE-1 — -51/2 5 3'-0" $ gl I N LLI . I 1 EXTEND SLAB 1112" 2 (4" CONC. .- �� FM-12X18 w m 1.1 ( SLAB awl N r. I . �$:3 1l2 y a( I 3,4" 1/2 L 1.1 FM-12X18 1.1 J — — — — FMC-12X18 a FM-12X18 FMC-12X18 c 4 4 i.t 1.1 10'-2" X-10" 2,-8" 16'-0" 2,4„ 21'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 3 ,.1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7, COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.GINDICATED #5 BAR, (]INDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS, 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER '} OF SLAB SUPPORTED 3'-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, 6tb EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1..1.4 OVER GENERAL 31/2" 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 TE-1 8" e - (+)O"-0" FM-12x12 12" CONTINUOUS 12" - ( s + 0"-0" FMA2x18 12" CONTINUOUS Is" (2 #5's (+)0'-0" FM-16x18 16" CONTINUOUS 18" s + "-0" FMC-12x18 12" CONTINUOUS 19, - s VARIES 24" 1441 N. RONALD RFAGAN Bl LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdosigngroupcom L. AA #: 0003325 6 4 avBDIV. ac IAT SILVERADO LOT #9 BLK. #17 PROJECT* 04128.002-09171 MODEL. 4EBB "1828-CALI" GARAGE awING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B EC DRINT ATIM 12/03/19 aCALE: 1/4"=1'-0" aiIEET s1 30" MIN. EACH WAY e MONOLITHIC FOOTING ? STEEL REINFORCING IN GROUTED Z. 2 ^ I STEEL REINFORCING IN GROUTED (r — T— ° Q CELL SEE PLAN FOR SIZE AND Q a O CELL SEE PLAN FOR SIZE AND v I v . a SPACING REQUIREMENTS SPACING REQUIREMENTS WC w w r� °'� GARAGE DOOR RECESS J m J CL K Q • - FM O 0� Z 8" CMU WALL O 8" CMU WALL I , . f CORNER BARS, SAME SIZE AS BAR I ��' ��� O w e' O g., Z ;'�1 IN FOUNDATION WITH 30" LEG EACH W U +- " r - TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS pJ TOP OF SLAB f1 MATCH AMOUNT OF CONTINUOUS BARS CURB FOR f SLAB SCHEDULE - V 1 S +SEE I •I Ig °"o. MASONRY PORCH SLAB . 4' CHAMFER (1 STORY) EXT PORCH SLABU4.'CH-F SEE SL TOP OF GARAGE AB SCHEDULEEXT. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET �;p, AT ELEV: W/ 1/2"ISOLATION _ (WHERE. #3 18" 6' CHAMFER (2STORY)R #4 24"8"CHAMFER W/ 1/2" ISOLATIONJOINT (,STORY) (2STORY) 0'-0" APPLICABLE) Z SEE SCHEDULE #6 30" JOINT (WHERE APPLICABLE) z E SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 � BAR QUANTITY NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE BDALE:3/4"=V-0" 2 @ GARAGE SCALE:3/4"=V- CORNER BARS DETAIL 4 DOOR OPENING SCALE: T4"=V-0' LAP TOP PLATE A MIN. OF 48" -- TOP PLATE A MIN. OF 49' -- AND NAIL W/ 16d COMMON 1!LAP AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT — NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W CL I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE 2" CAPPED � U) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O o_ SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'xg' WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. W/FLANGE BASE d g EPDXY. MIN, EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", LINO — PLATE EPDXY S12" EMBED. MIN. ® 16" OC SLAB V 1 cl MASONRY _ ❑ FOLLOW ALL MANF. USP SPTH4 OR SPTH6 BTM MAX. NAIL 16' O/C STAGGERED. M SPECIFICATIONS FOR q AND TOP PLATE ANCHORS W/ ADDITIONAL METAL SECURE FLANGE TO _ m USE AND I H PREPARATION OF ,Od x 1 1Q" COMMON NAILS CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4) i/4" X 2114" Z K HOLE. FILLL HOLES, DO NOT USE w 0d ALL T. UPLIFT IS PRESENT. TAPCONS w Rp� C SEE SLAB SCHEDULE SEE SLAB SCHEDULE o' o' a o o a ,QQ TOP OF SLAB �� .. TOP OF SLAB �,,,�., 4' CHAMFER (1-STORY) - -� 6" CHAMFER(2STORY) EQ. EQ. SEE SCHEDULE EQ. EQ. __--SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:34"=1'0 (W/UPLIFT) SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE: 34'=V-0" 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 WI PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q o: PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL W 18' O/C STAGGERED. ADDITIONAL METAL w U a y CONNECTORS NOT � 8"CMU WALL UPLIFT IS PRESENT.T. REQUIRED WHEN Z POURED LINTEL CONT. P.) ) 8" CMU FILLED CELL (TYP.)TOP OF SLAB/2X SEE SLAB SCHEDULE WALL FRAMING IGROUTED SEE SLAB SCHEDULE 12" DIA. USP 726OSD BOLTS 5" +-0'-0MINIMUM EMBEDMENT INTO TOP OF SLABa• g "ISOLATEDCOLUMNPAD I}. CELL, 4" FROM ENDS AND CENTERED UNDERWALLAND F 16"O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB EDULE SEE SCHEDULE BAR SIZE R WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL ���FOOTING AND COL. PAD BLOCK WALL CONNECTION BDALE:34"=,'0 (NO UPLIFT) iV SCALE 34„=1'-0" SCALE: 3l4'=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407.7746078 FAX 407-7744078 wwwabdosigngrouµcom L AA M: 0003325 8 O b SL78DIV. Aa LOT: SILVERADO LOT #9 BLK" #17 PltOJSCT 04128.002-09171 MODMIA 4EBB "1828-CALL" GARAGE 8TIIN0: RIGHT PAGE: DETAILS 150 MPH EXP. B DA C:: 12/03/19 aCALE: 1/4"=1'-0" BlEc= S1.1A DOWEL PLAN SCALE: 1/4' = 1'-V 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 FM: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 8 o p i t e • lot a �j aysaa<v ae LOT: SILVERADO LOT #9 BLK #17 PROJECT* 04128.002-09171 MODZIU 4EBB "1828—CALI" GARAGZ 8w1Na: RIGHT PADS: DOWEL PLAN 150 MPH EXP. B rPRINT 12/03/ 99 aCALS: 1/4"=1'-0" aHSST s1.2 A Z TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I 1, VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION +� •a a i TIE- /ERTICAL REBAR a ! TO HORIZONTAL a.: REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z #3 18 g >O 44 24" U #5 30" #6 36" #7 47' HORIZONTAUVERTICAL ��_ __ _ REINFORCING SCALE: 314"=1'-0" Z � STEEL REINFORCING IN GROUTED g0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �W U 0 Z 8" CMU WALL TOP OF SLAB _ 4 TOP OF SLAB SEE SLAB SCHEDULE , BAR SIZE 48 BAR DIA. EXT. PORCH S7�i •4" CHAMFER (I -STORY) #3 18" U • a - a .• n W/1/2" 6"CHAMFER (2•STORY)JOINT . (WHERE - # #4 24"APPLICABLE) MATCH STEEL #5 30' PVC CHASE 6TPER 2 REINFORCEMENT SCHEDULE 38" 6" PVC CHASE THRU FOOTING THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE Oh� #5 BARS ,. i-0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7748078 FAX- 407-774-4078 www.abdosigngroup.com AA #: 0003326 It 8 Ir$�� �a o 4 ausa:v & r or SILVERADO LOT #9 BLK, #17 PRod " 04128.002-09171 moaF.0 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGIC: DETAILS 150 MPH EXP. B I D�AM 12/03/19 DCA=: 1/4"=1'-0" X*UCW S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112• HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW. DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE4" 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 a 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE MUZM INDICATES OPENING BELOW/ 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 fc (I) SIZE W� REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTEDSOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8"PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS MN SAFE LOAD - POUNDS PER LINEAR FOOT *-4-- SAFE LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH efs®I crime ww" I — 0I4­ mme crams I TYPE LENGTH BFB RCMU TYPE LENGTH 0e7T wear 0rif7T KtaaT 0rI-IT wwu Re0•tT ermrr 0%4.ly wY4Hf ermlT @PAW 81WiT a630r 3'd• (42) PRECAST 3'd• On PRECAST 1026 1024 1W8 7-0' (� PRECAST ten me wee. 4m m 01n 7001 tn0 m 2m 4m m 01n f001 4'-0' (41" PRECAST 1'd` (IS') PRECAST m m 1309 W-W (48•) PRECAST Ian ens 1m ate 4m m am tan m nn ate 4m m am 4'd• (54') PRECAST rloeg 4'4' 041 PRECAST SIR 501 1073 V4r (Se') PRECAST 1nr 2010 2107 em 4m ml em 1207 mn 2107 a76 4m 4711 em B4• (649 PRECAST Ste' PRECAST 471 411 7b 84• (M� PRECAST 1016 1 2m m0 m ml 4en 101e 17/e 22M 2m m ant 4m 8-10' (M PRECAST Imir (w) PRECAST 3b 330 410 8-10' (70•) PRECASTW'kW m m 4ta m Nor m 2m em am 11 a Sd• P39 PRECAST ON6'd• pe'i PRECAST 307 rn ISO 6'd• (>s'1 PRECAST m 1 aft/ v 112.1 IN 14or Im 2m 2m We 1 3712 Td• On PRECAST 7b Td' l20') PRECAST 424 04 303 Td" (00') PRECAST rn 2m a2r 3m m tat "a ems m a7r m 74• (112') PRECAST 064 V-C (112') PRECAST 320 512 230 04' (112') PRECAST am Oft 1 1474 181 itv m6 eH n2 1316 N41 "0 =4 Zm t0'd• (1261 PRECAST 476 tad' (12n PRECAST 254 401 180 10d' (12S) PRECAST m m m 11ft 1 2011 Me m 11n ,m ,m 2m 2m 11'�• (136) PRECAST 882 1T4• (13n PRECAST 280 b2 154 114• (138) PRECAST 474 m m t0v 1a 151 Im 4n e0'r 1m tm me ttv 12'd• (t441 PRECAST 337 12'4• (144') PRECAST 244 402 137 12'-W (144') PRECAST 470 400 726 m „ 1 Im 470 m m taa Inc"101 an 134• (100') PRECAST 21 18'4• (tb7 PRECAST 217 324 110 IT-C (1W) PRECAST 4N m av m m 1 1m m 40 780 lift 141 1 W. 14e-0• (18n PRECAST 21 14'-0• (7SB� PRECA41' 206 203 100 IN-W (16n PRECAST m m 734 m tm 410 m TIT 1m 1 tm IN41" (17n PRESTRESSED N.R. 14'd• (176) PRESTRESSED N.R. 2S4 01 14'd' (176) PRESTRESS® m 2" 3M m m m m m m m 1 1131 1734 1B4' (184') PREBTAESBES NNt 184' (184-) PRESIFIE88ED N.R. 280F83 1S4•(IS4•)PRE97FMMm m -3 m 4n 070mII ev m in tm Im1T-C (ab9 PRESTRESSED N.R 1T4' m n PR WMSED N.R. It 1T4• (2 n PRESTI le7m406 m m lm 7n m TO 12M min 14fa104' f') PRESTIiE88FD NR104' Mn PRESTRE ED N.R 1b IV-C (282') PRESTRESSED to m m m m 4n 4/1 m n7 01 n7 1 70 12V 214. O1ee� PRESTR N. 21'-C p" PREST N.R. 126 21'd• WCM PRESIIV� w "I m m m m 1Y 2n m ev 721 m 1m 2Td• (2649 PRESTRESSED N.R :Wr pie') P NR 11S J42 22d' WC) PRESTRESSED 1v tv 1v 2m m m m 0f3 m m m m m m24'd" pn PRESTRESSED N.R ''N.R. 01 2V-0" peed PRESTRESSED 124 IN 17e m 2n m m Oft Ne m 4n 7v ea m 7n m 4n m m 1m t22a (9) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TA103N FROMSAFE LOADTABLES' BYCASTCRETE MAY 2015 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE 70 BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM r OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 1�1�001�01 OD�Omm� voovoo0 oo�o®mom 0m0(00(00 0©iL70FiE700j 'i�i�m0!l�70m1� 10E�Fm700��lDi. �m001�m0.. O�!ll�0�100' ommoo ��00©lDD�i omm�amE�!�, oomo�ov loomoo©o oomomoo oo�omov. ®mmmE7Olm' E70�DDE�� !�©©1�671�10 ---- ------ 1 ----�,".�����8F16-i 8� BF18-1T/OMI------------8F16-1T/---,---- TI-- t, 8 a o YS,. $ it l Q R °D GT 0 3 8F24-1T/OM/OB N a' �01 s m, ( t R t � � F S 8 g R R B a R 4 a � R 5 § ( 1 R d ( R S R ( ° � R „ R it R R R r R ( UNO, PROVIDE BB1 WHERE $ 9 ROOF TRUSSES BEAR, TOP 9 $ OF WALL EL. 6-8", UNO. y R R R R I L — — — — I — J e R Rr t 3 Y k s BF8- 01 k # R 1T/OM/OB. S R % £ 9 t1, 8RF6-1T/OM/0B''� s R 8F16-1T/0M/0B + 8F28-1T/OM/OB LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdWgngroup.com AA 6: 0003326_ M a t C eUDDIV. At L+OT SILVERADO LOT #9 BLK. #17 PROJECT# 04128.002-09171 ILODELe 4EBB "1828-CALI" GARAGE EWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B m /kw PINT DA Z: 12/03/19 8CAL.E: 1/4"=1'-0" sHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM BOND BEAM t#5 TYP. B"x%" BOND BEAM •. VERTICAL REBAR WI 10" HOOK / ' 1 P05• *0 8x16 DBL. BOND TOP OF QP� BEAM W/ (1) #5 BAR BONO BEAM EACH COURSE G Bx8 BOND BEAM TOPF • �Elle W/ (1) #5 BAR .ti BOND BEAM F = FILLED W/ GROUT 30" TYPICAL I �a0 U =UNFILLED GROUT SOLID FROM TOP Sr0 NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 #5 BAR IN BOND BEAM A �Vtx e� 16-1 T/ 1 8x8 PRE -CAST CONCRETE ply FED �� LINTELW/(1)#58AR NOMINAL—(L2) LENGTH OF BAR = WIDTH OF MASONRY 9 Pt" HEIGHT #OF#FS, TOP OPENING-2" BEAM DESIGNATION CORNER BOND BEAM COURSE OR IT IS THIS ENGINEER'S INTENT # OF SCALE: 3/4"=1' #5'S, BOTTOM Bx8 PRE -CAST CONCRETE A REINFORCING OF BOND BEAM " PLACED IN LINTEL LINTEL, W/OSTEEL(L1)REFER THAT XFXX- 1T/1 M/OB INDICATES A DOUBLE BOND BEAM SCALE: 3/4"=1'-0" AND XFXX-1T/OMMB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING WINDOW PRE -CAST :. 1!4" . WINDOW i SILL a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1'-0" i. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 16" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/1 6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" I — SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 wW W.abdeslgngmuP.com L AA #: 0003325 �a W b C a 87M517 a# LOT: SILVERADO LOT #9 BLK #17 Pito"MT* 04128.002-09171 MODZU 4EBB "1828—CALI" GA1tA0S 8MING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. CA CA I N N CJ9 . p II 11 16 I 11 p N p 11 11 11 H 11 11 II ry C I N N N N N N N N N N N N 1A CA ® II N 1 p N N II II N N N N N N CJ8 3.1 I 1A A140 .1 1A .1 tiA �Q . Qas=a ..... ....... . . ... PREfABRICaaas a aaa¢ a_ Tmssmowaamw 1A ._�.®_...:..... a.aaaass.22"x54" .�..... ATTIC a�ACCESS a•�" ..... _ All .:.�.. .a.... .:.era. a...:... A13 e 1A — — — 1A . 3 1A D 1 A . :�. ......: A15 1A A18 BIG 7 8 7 8 1 d 1 FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwsbdesi8ngroup.com L AA M: 0003325 -• F R Q Jill swan►. ae LOT: SILVERADO LOT #9 BLK. #17 P11oJl cTp 04128.002-09171 MoDZL4 4EBB "1828-CALI" 0AMAaa DWING: RIGHT PADS: FRAMING PLAN t.150 MPH EXP. B aw 12/03/19 SCACA LE: 1/4"=1'-0" 8r s3 A-(1)USP HTAI6 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12"OIC MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1W ,FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) USP 6", 8" x 4'-0" MAY BE ADDED HTWM20 INSTALLED ON PRE-ENG TRUSS OI OPPOSITE FACES OF 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1I4' x 2 1l4" ACCOMMODATE TRUSS TAPCONS TO CONT CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. POURED LINTEL ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, 1-110LSS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) 1 a 1 b TYPICAL TRUSS/ C�a —� GIRDER CONNECTOR(§) (2) 2X4 No.2 SYP OIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X43RACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR SOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFF13ACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2) 10d's * EACH TRUSS TO BE INSTALLED _ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG D TRUSS SCALE:3/4"=1'-0" NOTCH DEPTH 114"0 O I% HOLE EDGE >5/8" �<OLE DIAMETER 215•0 SOL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/6" BTM. E \� � I I 1 -H 9/5ED DBLDIAMESTUD PLATE STUD NOTCHING •o AND BORING LIMITSBORING LIMITS V SCALE: i 112"=1'-0" 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 (F7 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 USP RTi SA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 314"=1'-0" �-- TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 ^ � a ITI —9 mmmmom aUNDM ae LOT: SILVERADO LOT #9 BLK. #17 PINOJWT# 0412 .002-09171 MODEU 4EBB "1828—CALI" GARAGE araxa: RIGHT PAGE: DETAILS 150 MPH EXP. B DAM 12/03/19 aCI"-. 1/4"=V-0" atIEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOODTRUSS SHEATHING SEAMS) (BLOCKING (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO SLK W/ TRUSS PLAN W/ 1 /2" OIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 6" O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 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 BLVD, LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com AA N: 0003325 J t t • � b B UDDIV. as LOT: SILVERADO LOT #9 BLK #17 PIlOdSCT/ 04128.002-09171 MODRIA 4EBB "1828-CALI" OARAGM STUNG: RIGHT PALM: DETAILS 150 MPH EXP. B nA� 12/03/19 1 SCALE: 1/4"=1'-0" a*Emm s3.1B (2) 2X4 No.2 SYP DIAG. —� BRACE W/ (3)12d Q EA. TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'-0' TO 30'-0" (1) "X" BRACE 3V-1" TO 60'-0 (3)`X" BRACE (1) "X" BRACE ® CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE - "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM — SEE SCHEDULE 20 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT GABLE END PRE-ENG'D TRUSS W/ HIP RETURN BDALE:34"=''0" PRE-ENGINEERED r_,��VVALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 wwwabdoeigngroup•com L AA #: 0003325 K$ �a 4 7 9 euaDIV. & LOT SILVERADO LOT #9 BLK. #17 lipmoizcTip 04128.002-09171 MODEIs 4EBB "1828—CALI" GARAGE awtxG: RIGHT PAGE: DETAILS 150 MPH EXP. B DangT ATE: 12/03/19 8CALE: 1/4"=1'-0" 8*1ZET S C 1. A GAN E-END ROOF WIND DESIGN PRESSURES NET (GRUBS) ASCF 7-1 0 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 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 04"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. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21Z 0.120" 170.000 LNG 6-20 RINGS SCREW SHANK �ER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EMERIOR BHEATHMIO USE 1/2"CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL, O zLu 0 Z O W Z I� d � Z it 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES � LL z U N . J w O . z Y z Z J zN za CD LU Z I Tn 0 z� x M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS RmP s:uO.oe7uwr -�\ ---_-1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 7y� 6" O.C. IN FIELD �-• Bd RING SHANK GUN NAILS a 12" O.C. IN FIELD or 8d x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.BwIN FIELD J\ TYP. 3/4" I&G 51.18-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: FSC•R 2017. BM EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530AWASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXMDM AGGREGATE SIZE SHALL BE 3/P. PROVIDE 6%AIR @!TRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3I4". PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASS-0NGROUND WHERE INDICATED ON DRAWINGS. SEAMS UPPED 6114CHES AND SEALED WITH ADHESIVE TAPE. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS" WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 11 DO PSI AND A MODULUS OF ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 7y� 6" O.C. IN FIELD �-• Bd RING SHANK GUN NAILS a 12" O.C. IN FIELD or 8d x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.BwIN FIELD J\ TYP. 3/4" I&G 51.18-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: FSC•R 2017. BM EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530AWASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXMDM AGGREGATE SIZE SHALL BE 3/P. PROVIDE 6%AIR @!TRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3I4". PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASS-0NGROUND WHERE INDICATED ON DRAWINGS. SEAMS UPPED 6114CHES AND SEALED WITH ADHESIVE TAPE. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS" WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 11 DO PSI AND A MODULUS OF ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-OOWNS. WELDED WIRE MESH, SHALL BE ASTM AISS, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-0- OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SUB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' E THE NFLO TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. W NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 , A MEETING THE REQUIREMENTS OF ASTM A448 GRADE A ANDD SHALL ALL BE HOT-0PPED GALVANIZED, GRADE BO IN MASONRY DEFORMED BARS. FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTMWOOD TRUSS CONSTRUCTION:, AND TPIM/TCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf R D VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 Pat TOP CHORD -ronm ont TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -non-con-nt #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING DEAD LOADS FOR THE ROOF PROVIDE 36' K 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS AD LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR REQUIRING DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1962. 15 psf TOP CHORD 20 psf TOP CHORD (7 P9f vtl ASPHALT SHINGLES) No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 5 pst STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf 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 =180 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING EXPOSURE B, RISK CATEGORY 10 (ASCE 7-IT INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER 13 RESPONSIBLE FOR FINAL BLE(FBC ATTICR201 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20pe1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40Psf, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE 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 40p6f MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 630/ ASCE 6/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE 1M = 1500 PSI, BLOCK SHALL BE PLACED USING 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 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 28 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. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% 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: 2,600 PSI REGULAR WEIGHT FOR FOOTINGS. AND SLAB-ONGRADE 3,DDO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' M- PRKXRTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITHALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMA TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE ISA DELAY IN SUCH TWIT A BATCH IS HELD FOR LONGER MAN w MtNUIE3, THE CONCRETE SWILL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOW@: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2'FOR Ib AND SMALLER Y FOR AB AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3M" FOR SLABS, WALLS AND JOISTS 1.11T 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 3/8' 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 SAR 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, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B, Fy = 46 kN. STRUCTURAL PIPE SHALL BE ASTM53, GRADE S. 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 A326-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. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE 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 ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION 9� TYPE 9PACHG REMAPo(B APPUCATKW s� TYPE BPACNG PEMMK9 I.PTFURRWGIO CASE HARDENED COIL B" GARAGE DOOR BUCK tl1"Dt4 TAPCON MASONRY 9„ 11IS-D., A - EN/ DGT., MASONRYICONC. IUILI V2lON0. TO MA9DBAYICONL. NO WASHER FASTENER 111t"EDGE QUIT. eGO AL. EKT..- 1x PT, SEE tgTEB C IEHAROENEDWIL NVL 1,?LIXJO. WdC STAGGER@. WINDOW/OOOW FASTENED INTO-. GNUOE DOOR&ICK To 1MeONRYIOCNC. -D-1 WASHER �µ91�_T Z�, A"EMBfiO.,/"ENOOIST., TEDGE- WWOCIV &ICK CABEHARpENED00IL Y'C/C WINDOWIOOCRI FASTENED METu aTRAP TO CONTACT THIS ENGINEER FOR SPACING tx PT. SEE NOTfB NAIL,1rr LONG. aucceREO INTO MAsoNRrrcxxc. MABGNRYILONL. REQUIREMENTS EXT. SWING DOOR am"vw. TAPCON' 1,?EMBED, B"EN/. NCNAEARINGW000 12" EXPANBIIXJ 4"EMBED. K•EMJ BULKLPT, SEE NOTfe NO WASHER IMITR 10'4G DIST.,11?EDGE pST. WALL TO CONC.9lAB W/WASHER BOLTDI9T., 9'EOGE 018T. oTPTWINDOW BUCK 0.136'PAI xY VB' YOIC FEND. DLRT.,112' TO STEEL COL., SEE wI WA9HEfi -Ell EOOE DIt. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J W. $ a eQ e A b V O evaaly el 1[oaEie o SILVERAD0MLOT #9 BLK#1 ;lt0'XCT 04128.001-0 4EBB "1828-CA GAJtAG18M RIGHT PAQr." DETAILS 150 MPH EXP. B RI - D � 03/19 8CJI►L* 1/ =1'-0" NHELI'T s1 i " " 25 3� 1,