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HomeMy WebLinkAbout6813 Wagon Trail St99 • 0 99 05-4EHB-HAYDEN PILL WORK MALL COMPLY WITH CODES OL-OWDA BUILDING COD NA ` IONAL ELECTRIC CODE, ILLS AND THE dry OF ZEP) IY ORDFNANMS REVIEW DAiE H O M E S CITY OF ZEPHYRNfLL PLANS EXAAMNER . 12602 TELECOM (DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax. (813) 740-0715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL BTH EDITION (2017) :FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Milt=150 MPH Vasd=116 MPH •�� - B •1—STORY RESIDENCE — •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES EDITION AHv. ABOVE MFR. A/C AIR CONDITIONING MIN. ADI. ADJUSTABLE M.T. ALTMP. ALTERNATE MTD. A. AMPERAGE MTL ED. BOARD N.T.S. CL CLINE o.0 ENTER . CAB. CABINET PL CLO. CEILING P.B. CLR. CLEAR PtL CONC. CONCRETE PLT. CPT. CARPET PLYWD. . C.TCERAMIC TILE PR. D. DRYER P.T. DEL. DOUBLE R. D.G. DUAL GLAZED RAD. DIA. DIAMETER R.A.G. DIM. DIMENSION REP. DISP. DISPOSAL RM. OP. DEEP R.O. DR. DOOR S.C. D.S. DOWNSPOUT S.D. DTL DETAIL S.H. D.W. DISHWASHER SHT. EA. EACH SHTHG. ELEV. ELEVATION Sim EQ. EXHAU SL. EXH. EXHAUST sl. EXT. EXTERIOR SL. GL. F.GIFX. FIXED GLASS STD. F.C. FUEL CAS SWS FIN. FINISH FLR. FLOOR TEMP. FLUOR. FLUORESCENT TIEL FR DR. FRENCH DOOR T.O.C. FIG. FOOTING T.O.P. GA. GARBAUOE T.O.S.YP.TOCOFSLAB GAR. DISP. GROUND- AULT AL U.N. O.P.I. GROUND -FAULT U.N.O. CIRCUIT INTERRUPTER GLASS V.P. GYP. HD. GYPSUM BOARDW. H.B. HOSE BIB Wi H.C. HOLLOW CORE WD. HDR. HEADER WOW. HOT.ORHT HEIGHT W/H INSUL INSULATION W.I. INT. INTERIOR LUM. LUMINOUS M.C. MEDICINE CABINET MANUFACTURER MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO SCALE on CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DHTECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR scmwO SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOPOPCURB TOP OF PLATE TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG A4H- FT RIGHT ELEVAT ONS "H" PG El-FI ST FLOOR ELECTRIC PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG P1-PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETA�S PG WA4-WALL A3SEMHLY DET PG WA5—WALL ASSEMBLY DETAILS PG WA8—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.'S IBi RR LIYMG IIm4 8R FT. IND MR LIVMG =1 SQ. Fr. TorA. LIVM� 2605 SQ. FT. GARAGE 431 SQ. FT. PORCH TOTAL P 3*3 SQ. FT. PATIO '� w $a FT. 7GL. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG 31.1A-DETAILS PG S1.IB-DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2—FIRST LIFT BEAM PLAN AND NOTES PG PG 3—FIS3—FI DETAILS RST FLOOR FRAMING PLAN PG S3.1 PG S3.B—DETAILS—DETAILS PG S4—SECOND FLOOR PLAN PG S4. DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND LIFT HEAL PLAN AND NOTES PG S8—ROOF FRAMING PLAN PG PG SNI—DETAILS Sl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) To THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-7744078 www.e bdes igsgroup.com L AA N: 0003325 SUI3DIV & X,07CI SILVERADO LOT 6 BLK 12 PROJECT 04128.001-06121 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B DA ] .. 08/16/18 SCALE: 1/4"=1'-0" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBOR) M EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 B' 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, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF T-O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) 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 & 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. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH''/V 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. B. 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. 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 EXTEWOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12s. 3. LATH & ACCESORIES PER ASTM-C-106341A & 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-CID63.11A AND R703.7. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA M: 0003325 9tmi) . ds I.OT SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODEL.• 4EHB "2605-HAYDEN" GARAGE SVfMG: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. B DAR 08/16/18 SCALE: 1/4"=1'-O" 91EMET GN IIN 18 PATIO 0 0 10 •0' II -8' 15 -4' 2 -8 � � 25-SH 06a $G . (2) 25-SH 88 12'-4' I 1 21'-4' I I I 0 DINING I a B®ROOM #2 ROOM I — I,WG e'-a' CLG. � ROOM — b •8' CLG. v1V_2.' 3'-5' 5'-8" 3'•5' 6'-10' 3'-a' I I I I 1 I m POST II Ri-ISH II O I� a Ih clv � '^ II 1 Vic BATH#Z TUB'' �� I 1 C , I KTPCIIEN {I I I I I i"` m I Iti I I 2a6a x _j 9 3'-5' 5'-4' 3'-4' 5'-b' 3'-4' 9 2868 SC W.H. y 3 STAIR DATA 20 MIN. O 16 RISER a ID4' 15 TREADS a 10' B I II II 13'_0• 5, b, III GARAGE FLEX vlll� ° FOYER a' -a' CLG _ W-V CLG. III m aloe' CL& e ill 3060 III w/I0• III TRANS 2'-10' 16'-0' '-10' . 0 r1L� 10' ()f5-SH I g•g� 1'_6' LcLcZ v C g v 0 I6'-0' X 1'-0' O.H. I-------------------- — — — — — — — — — - — — —°---- a Ia1��3awtofflTmau SCALE: 1/4' • I'-0' NOTE7-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN IY (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 14b'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED PROM THE RESIDENCE ♦ ITS ATTIC AREA BY NOT LESS THAN V2'(12.1mn) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN °I6'115.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SUWACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 COP/ OM MID CU101I0 No LOWS 84B0 00 BrOSIIE FOR 381OW GU618 OPBIIB Sam IOIE mirmM01NO No= NIDTIPE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA S 310' MIN. 41 5 23/-29 CRITERIA *010 O.N.D. 112 5 20.1/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CoinkDAIEG11O SQ.FT. CALC. S ET FLR LIVING 1104 $a FT. 2ND FM LIVING be] SQ. FT. TOTAL LIVING 2605 SQ. FT, GARAGE 431 SQ.FT. PORCH III Sa FT. TOTAL 3153 SQ. FT. .'TI' SO sct Fr. MASONRY/FRAME WALL LEGEND W-S' BLOCK WALL UNA ON PLANS ERG. HGT. vARIEB S' BLOCK WALL UNA ON PLANS I8'-8' ERG. INTERIOR LOAD WALL N.O. GN PLANS 4'4' INTERIOR D LOAD BRG.WALL UN.O. ON PLANS -ALL INTERIOR DOOM TO BE V-S' -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX 407.7744078 www.abdosigngroup.com L AA M: 0003326 a�sm, BUBDIV. ea LOT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODEL 4EHB "2605— HAYDEN" GARAGE OWnTG: RIGHT PAGE: FIRST FLOOR PLAN 150 MPH E . B DA 08/16/1$ BCAL.E: 1/4"=1'-O" SHEET Al of 14. NNALF WALL SEOum TREADS TO 6TmNwR (2) LAYERS OF 3/4' PLYWOOD av CAP AH U WK316 9' SCREWS • EA OR 121 LAYERS OF 3/4' GIGS 3/4' TNCa BUD FLOOR STRINGER WTHREADED SHANK FLOOR MATERIAL RIPS FOR GLUED N 6CPSSIIED TO EJfTlF1D DEYOND THk'a0l68 SOLID NAILMG PER FASTENER of euD-FLooR SHEATHING 6c44evu.e 10'-0 3/4' 2ND FIN. FLR THE CLEAR SPACE BETWEEN / D 1 1/2' THE HANDRAIL AND THE WALL I / MIN. SHALL BE NO LESS THAN 1 1/2' _ _ 8'-8' EHYa. HGT. HANDRAIL • 36' AS PER FBCR R311.1.82 W/ 2k4 RE IPFORGwx / 42' FI. 1/2 KICK / STNOTEAIRS RISERS TO CCWORM TO FEGR 6TH WALL UY GAP I'MAx. NOSI PLATE L / STAIR DATA: EDITION non/ MM. TREAD•10' MAX. RIBER•1 3/4' 3/l6• 61 0' / IbR • 1.54' MAX. VARIATION IN RISER6/TREAD6 _ m 15 TREADS • 10'« I' NOSINCa VARIATADJION IN ANY RIT TO BAC14 �BERRIFEAD HANDRAIL Q ' S T 0 R. CIRCULAR CROSS SECTION DIA TO Be 13/4' -V4' A PROVIDE WINDERS- IK GRASPA UENDERP- MIL WIDE 41 p / NARROW END MIN. II' WDTN . O' FROM END ' O Q �Iyy / 3-2a NARROW W40 34' MIN. HANDRAIL NOT. / �U2XX4 SPFR NOTE: OF 1. HANDRAILS $HALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A m u / SUD4-L A� VVE PL-400 OR 61MILARE • ENC-06ED ACCES615LE SPACE UNDER STAIRS SHALL HAVE WALL&, UNDER STAIR DIAMETER OF Ij't 2' OR A NONCIRCULAR CROSS SECTION WITH A DIM. VARIE5 ��m / EA NORIZONTAL RIN SURFACE AND ANY SOFFITS PROTECTED ON PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND --� i THE ENCLOSED BIDE WITH 1/2, GYPOLM 00ARDS. FDCR 302.11 A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES • EA XX M STRl R SHALL HAVE A MINIMUM RADIUS OF 1/8', DBL. SECURE umd 6'-9' OL. TOP / 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF PLATE u / FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY A 0'-0' FIN. FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 2X4 ATTACI60 W/ Wd MASONRY NAILS • 2X4 P.T. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM SLEEPER INTO 6LAD WITHIN 6' STRESSES- PER SECTION 1601.8.1 / F$.C. (2011) bih EDITION. OF EACH END. 32. = MAX. BAR ADETAIL &GALE: i/4'•I'-0' ,,)ARARCH DTL. CH SCALE: 1/2 a I'-0' STAIR SECTION D SC HANDRAIL SECTION ALE: 3/4' a I'-0' 1441 N. RONALDREAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774.4078 www.abdosigngroup.com AA M. 0003325 q w 0 A a Z stmDIV. a I.OT SILVERADO LOT 6 BLK 12 PROJECT# 041 8.001-06121 MODEL 4EHB "2605- HAYDEN" GARAGE SV#MG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 150 MPH EXP. B 8 DAq�•E, 09/16/18 SCALE: 1/4"=1'-0" SHEET Al 39'-A' HE MEMEMEMEMEN . � e ►� \ � �f=may pN OMM a 05�...... LE SECOND FLOOR PLAN WALL, 1/4 . P-m' 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.a bdesigngroup.corn L AA #: 0003325 0 V O a SVBDIV. & LOT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.00 -06121 MODEL: 4EHB "2605- HAYDEN" GsuUnE SM/ING: RIGHT PAGE: SECOND FLOOR PLAN 150 MPH EXP. DARTS: 08�16718 SCALE: 1/4"=1'-0" SHEET A2 a- FYPON IWX48' DECORATIVE SHUTTER OR EQUIVALENT IS'-S' 2ND FLR., _ BRS HGT. FYPON 15KTIIXII OR EQUIVALENT 6' RAISED 1 BAND (TYP.) 10'-0 3/4' I 2ND FIN. FLR S'-S' ENTRY I I 4' RAISED TYP. BAND (TYP.) 8' RAISED I BAND (TYP.) ! V -0- FIN. FLR 2ND FLR.,_. B _ I I I I 10'-0 3/4' 2ND FLR.j, I I I i 1 FIN. FLRIBRG. HGT. _ - 7 a'-S' CLG. NGT. I 415 I TYP. I I I I 0'-0' FIN. FLR I I _ _4 -0'-4 GR D ( I d -�------_—_—_—_—_ o26 8 Mimmi FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 12 OFF RIDGE VENT OFF RIDGE VENT �5 i 1:1 L At Elc� REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH 2ND FLR. BRG. HGT. 4' RAISED BAWD 6' RAISED BAND 10'-0 3/4" 2ND FIN. FLR. ,,6'-5 FLR -0 - GR E ( IN.) 2ND FLR, BRG. HGT. 10'-0 3/4" 2ND FLR FI —' N. FLRIBRG. HGT. 0'-0' FIN. FLR. -4' GR DE (MIN.) AREAOFATTIC • 1565 SQ. FT. NET FREE VENTILATION AREA REWIRED 1/300 REQUIRED VENTILATION AREA = ISM1300 • 5.28 VENTILATION AREA X SQ, INCHES PER FT.(1") _ 760.85Q. IN. MIN. REQUIRED VENTILATION • .5X 780.8 IN UPPER PORTION OF ATTIC 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 2155O. IN. PER VENT 380.4 /115 TOTAL# OF VENTS REQUIRED = 3,30783 TOTAL# OF VENTS PROVIDED 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, IF55 THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED V2' TNICIG 2 GOAT CEMENT PLASTER APFI-IED DIRECTLY TO MASONRY FICERGLAW SFIMGLES OVER •30 FELT 2X6 SYP PT LEDGER W/ PAPER CN 1/16' 0.8.15, SNEATNMG OR 1/2'88' TWFWADED ROD 32' N' CDX PLYLLL'10D GECUTRO FM Or- 4 UTNM S' OF EACH NAILMG SC*49X" END MAX SET M SIMPWN Th4�D Fl . ROND ELEV.J MW STFMr.TN EXPDXY LSU-26 2x6 6Y1• RAFTERS OR FRE-ENGr'D twee SECURED TO I CHANNEL FOR 60lFIT W/ Sd NAILS Iw V2'RS' OD CD R32' UTHIN or_1 WTNM 6' OF EACH END MAX 6ET IN 691PSON W04 SnWMTN EXPDXY 6' MIN M-09D. n OVERHANG DETAIL E'i SCALE: I/4 • I'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 0 c a BU33DIV. & L:OT SILVERADO LOT 6 BLK 12 PROJEOT# 04128.001-06121 MODEL 4EHB "2605-HAYDEN" GARAGE 8WMG: RIGHT PAGE: FRONT & REAR ELEVATION "H" 150 MPH EXP. B DAB 08/16/18 8cAL.E: 1/4"=1'-0" SHEET A3H 2ND FLR,. BRG. HCsT. E DOU.N OFF RIDGE VENT 12 FOR FYpON �5 BKTIIXII OR EQUIVALENT — - _ _ _— vB184F2CND FLR -----__ ' — - 10'-0 3R2ND L T 10'.0 3/42ND _----_—.... _------.------ '— INFLRGFIN. FLR. HGT. S'-8' CLG. HGT,s --_---- _—_—_—_—_---------------------- -SEN' BRG. HGT. ®® T 7%=M'au 18'-8' 2ND FLR, BRG. HGT. 10'-0 3/4' 2ND FLR, n FIN. FLR. ---- ® ENTRY 0'-C' FIN. FLR _---- LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH FLR 0 - E C IN.) I'-0' I I 2ND FLR BRG. NCsT. 10'-0 3/4' 2ND FLR. I I� FIN. FLR. o W-8' CLG. HGT. 1441 N. RONALD REAGAN BW LONGWOOD,FL32750 40PH: 407-7778 FAX 407-744078 www.abdesigngmp.com AA1:0003325 �IINII� amm: SLTBDIP. a LOT SILVERADO LOT 6 BLK 12 PROJECT* 04128.001-06121 MODEL: 4EHB "2605-HAYDEN" GARAGE SVrMG: RIGHT PAOM RIGHT & LEFT ELEVATION "H" 150 MPH EXP. B ELECTRICAL LEGEND SYM. DESCRIPTION STANDARD SWITCH yy}" -WAY SWITCH �. -WAY SWITCH y� IMMER SWITCH H9 BUTTON ISCONNECT T TAT MOLE RECEPTACLE (12Sv/20-AMP MGLE POLE) 10V DUPLEX RECEPTACLE 0 10v DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT NTERLIPTERRAMPER RESISTANT TYPE) kVV DUPLEX OUTLET (HALF OF OUTLET LIMP TO SWITCH) 41� EXTERIOR WATERPROOF/GFI RECEPTACLE(GROUND FAULT NTEIFIPTERI 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE :ONNECTOR) 1-0 L MOUNTED LIGHT NG MOUNTED LIGHT ENT LGHT A�BUI D LIGHT SCONCE PRE -WIRE FAN WITH LIGHT (I CPM PER SQ FT.) LIGHT FIXTURE 8Q96 BULB LIGHT FIXTURE ADD." BUILD LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN �{ ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) � x co) GESS LIGHT • GESS LIGHT (VAPOR PROOF) (LING MOUNTED LOW WITH J-BOX OPT. FAN EGTRICAL PANEL FIELD VERIFY OCATION) METER (rIFELP VERIFY -BOX (WALL MOUNTED) mJE!jI ING MOUNTED) NTED FAN 0 CFM PER SQ. FT.) ECTOR (CEILING MOUNTED) ®IDE DETECTOR T )TV TV - NOSES, • LOCATION OF TV JACKS 4 PHONE OUTLETS a FANS TORE VERIFIED • HOMEOINER PIE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO DE AMC FAULT PROTECTED PER NEC 21E I2(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI w ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF S0 CFM INTERMITTENT PER TABLE M001A OF FGCR bTH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL DE GROUND FAULT CIRCUIT-INTEI8IPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL DE SELECTED BY GUILDER AND 18% OF LIGHTINY MAST ISE ENERGY EFFICIENT TYPE FfR FSG. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, bth EDITION R404.i FOR VENT OR MICRO S PATTO 9 15 ' 0 I DMG N ROOM B ROOM - - I PRE -WIRED CLG FAN I 21 SWITCH IN III CABINET I CUTLET / I TO ZND FL. ' I I FOR DW SWITCH ® I I B HEN 13 1 GFI PAN. `��-- IT =__ I t I ` 24 _ GFI • 44' AFF. FBI S/CO _1Y I 1 FLEX u 1 J 13€ PRE -WIRED / POYM CLG FAN III! 21 21 I 221WP 1` — GFI �\ PGHI 22 PORCH ` L——————— — — — — — — PRE -WIRED CLG FAN 15Is BDRR #2 S/ II 29 13 I I I I I I I I BATH#2 19 • 6,8 E.FOR � DOOR I zBOLLARD AS REG. +\ PER BLDG. CODE `� 22 KEYLESS FIXTURE GFI GARAGE® LL a DOOR 22 PREWIRE GARAGE FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' . P-0' LIGHT W P Panel MAIN - A PANEL: 8)lewp at d..kw VOLTAGE: 120I24OV-lPk MAIN: 150 Amp M.C.B FEEDER:34+ Cu THWN a 1-Se Cu (G) n 1 1!C C. OR 3- 52.0 AL TIM a 1-Se Cu (%In l 1?' C. far• 121 eN wm tLart Orrw wr GwA tttr Pr. IN" nx t m errwa. .N an ax tua Ian + z a of 2 m .4ftn Pum I- a e a .aa cU. Ix w fw• T . PANEL -A PANEL: 42 aL Dteakw VOLTAGE: 1201240 V-t Ph MAIN: I5OAng M.L.O. FEEDER: 3-M Cu TMNN a 1-88 Cu (G) In 1 10 C. OR 3. NZO AL TMNN a I -SO Cu (G) In 1 1Q' C. Wln Ia• fl. W.4 anW QN w.a• 0.ww iMn Y rW YAr. ftx 1 m SsnA Lem 1 2 e000 m z n atx + m MssM/MM Gn tam a 4 nx + m Bsu ANfrr1 tam 5 a 4am rr ttrM a 2 n0 NIx 1 m tam + a .12 1 m m.ry wAFa tam 9 ro ImD Dk OH m nx n3 t m 13dn- .W Imo 11 12 tam Dw1.rNImrOFI m 1 nx n4 1 to F INr AFa 8m to N 6ma 6n as x In. n4 t 1e ttn.ur.lawntxn. u• Ara too +e x s • 17 a tam I.rOFl m 1 nx 04 1 10 D.—A a .De to m 1mD Der m m 1 nx xt a Ima IENlslerlaaa Rr sI.. AFq m 1 nx n4 n4 i 1 t 1e Ie Bgo•m wlfrsmmaa AFa Maieeni a 9Da 9aD a a a a am am 01wW.—m. owrw AFa to 1. 1 1 n4 n4 aN 1 1e a.e,�aer e.e r;Lwcotten eFa am m a Imo nerve HwalDarAwlr..uu m t nx nS 1 m .1tr Des GFI INC a a m az tmo lenerSm e m 1 n f a M x a A: A.xLL aavAr ma eea 41 N 4D 4x Latl Ileew.M aMac.krrbm/Nn ttam ZaOa Law•{ •r le wmwragsawrrNmlkr m.n ASS EVIATIONS: Arw: AWFALLT010.CUTN111 . 11i0. rk: 1CNOpNaOENi LOAD .w: dKKAO FAaLTaVIEwaPif0. l.w l•.e 1e Ymrr leis 4aam PM 100m ww. r Now Imm R.• w.D.r4Oti NaD Trr A,t le.e 111w LOAD MCULAYION IS BMID ON AID NON -COINCIDENT LOAD Trr Cr.rrwtan W.f. amm T .l aDlex tw.a G.nwai LI Yn a R.e. tx1. Load Trr ArcTrr Arc .ar x7881f015 tl. a R•cFw R. alran.nw..rr. Mt 100% 3�I IN. 801055 1� � 22 METER VERIFY LOC. IRRIGATION OUTLET • 48' APP. 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR SAW EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TFIHN/THWN UNLESS NOTED OTHERWISE, POWER COMPANY TRANSFORMER LLL1 PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN I-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 R/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 342/0 CU, THWN 4 106 CU IN 2' CONDUIT OR 3 04/0 AL, TRIM . PS CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OvERHANG.) COMBINATION SERVICE I" AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PMNILo NEMA 3R ENCLOSURE PANEL 150A/2P MC ENTRA SERVICEn n NIECE ENT EVISRANCCE ON I EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROINIP CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR btH EDITION (2011). 5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdoeigngmp.com AA 8: 0003325 J V O 4 a ?0. C 9VSDI\►. Ik LOT: SILVERADO LOT 6 BLK 12 PROJECT* 04128.001-06121 MODEL 4EHB +12605— HAYDEN1e GARAGE 9VIMG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. DATE, 08/16/18 SCALE: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND DESCRIPTION DARD SWITCH Y SWITCH UAISOONINECT Y SWITCHER SWTCHBUTTON jTrTAT ECEPTACLE (125v/J0-AMP OLE) EX RECEPTACLE LEX RECEPTACLE (EOUIUND FAULT ER/TAMPER RESISTANT TYPE) ICY DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) � XTERIOR WATERPROOP/GPI LE (GROUND FAULT PTER) ADPLEX RECEPTACLE UPLEX RECEPTACLE (FLOOR ED) t ECEPTACLE (4 WIRE CTOR) FC)ALL MOUNTED LIGHT G MOUNTED LIGHT NT LIGHT LIGHT fE CONCE PRE -WIRE AN WITH LIGHT (I C I PER SQ FT.) eon LIGHT FIXTURE B LIGHT FIXTURE .D LIGHT FIXTURERACK LIGHTMG 4E;2m4'FLUORtESCENT L04T WITH PULL CRAMR CABINET LIGHT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) 1_0x O hwZCESS LIGHT • CESS LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. PAN LECTRICAL PANEL eFIELD YERIFY L.00ATION) VERIFY F(D -OOX (WALL MOUNTED) -BOX (CEILING MOUNTED) EILING MOUNTED FAN 0 T FAN (I OFM PER 80. FTJ E JACK Q OKE DETECTOR (CEILING MOUNTED) ®MONOXIDE i ) IMES OFINER TV JACK -E PORT • LOCATION OF TV JACKS s PROM OUTLETS s FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO ISE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY OF DO CFM INTERMITTENT PER TA15LE MI501A OF PBCR 6TH EDITION (2011)_ • LAUNDRY ROOM RECEPTACLE SHALL DE GROUND FAULT CIROIIT-INTERUPPTER PROTECTION FOR PERSONNEL CN FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE WOW15X2) • ALL RECEPTACLE TO OE TAMPER -RESISTANT TYPE DER . e� L I AMPS SHALL BE SELECTED BY BUILDER AND 15% OF LKaHTING MUST BE ENERGY EFFICIENT TYPE PER FDL. ENERGY CONSERVATION ePESIOENT 4L ENERGY EFFICIENCY) 2011. 6Lh EDITION R404J I I L J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' x I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdosigngroup.com L AA fi 0003325 A b) 24 0 a SLTHDrv. Z LOT SILVERADO LOT 6 BLK 12 PROJECT 04128.00T-06121 MODEX. 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. B DA 08/16/18 SCALE: 1/4"=1'-0" SHEET E2 - - - - o o -- u ° ❑ u - o I I i I I I I II I I m I o I ❑ I I I I n o I' OI m • I TUES/ 2kl oO `'IW Ir �,I-4. / ------- -- OPT. iOPT�3 o. t----- t -- - -- I_5. 3• RiA REF! _ w.c. w I 2'VTR III - I IIII � � � I �• I.Irz .I�• O III III 2' -1/2 V LAV 2' VTR m s > Wr. III I 0 TUB m ° 3 2 2• VTR WAOVM � J 0 I-� ,_� I AUTO ANT I 1-V2 I tp ° °----------- ° ❑ ❑ � 2, vm o ❑❑ oa L------------------------- 2' AV Iq• CO 8' TU6 FIRST FLOOR SECOND FLOOR 2' 2' PLUMBING PLAN PLUMBING PLAN MAIN SCALE: 1/4 . I'-0' SCALE, 1/4 . 1'-0' PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 Pi Bvaaiv & m7m, SILVERADO LOT 6 BLK 12 PROJECT 04128.00T-06121 MODEL: 4EHB "2605— HAYDEN" GARAGE 8WING: RIGHT PAGE: PLUMBING PLANS 150 MPH EXP. BJ DATE: 08/16/18 ISCAL E: 1/4'•=1'-O" !lMEET P1 HVAC NOTES L ALL MECHLANIC.AL EOLIPM@ T SMALL BE PROVIDED WTN PROPER CLEARANOE, POR GERVIGN4, MR M P& 2. ALL DUCT 6YOT" INSTALLED N NON-OONDITIOMED AREAS "TALL DE CONSTRWIND OP A VALUE OP NO LESS THEN R-6 RATING. ALL 66" SMALL SE SEALED WON CLAM PAS I MLA6TIC. AND INSTALLED AS PER PSG &TM EDITION (201T) T'ECHLANIcAL SLDG. CODE SECTION "a b. ALL FLEX DUCTS SMALL Be APPROVED UL M CLA66 1 AIR DUCT AS PER NFPA WA 2-JU 4. PRESH AIR NTA1M6 SMALL NOT SE LOCATED CLOSER THAN 10 PT. PROM ANY CNMNEY OR VENT OUTLET, OR SANITARY MM VENT OUTLET 5. ALL EXHAUST AND OIJTSDE AIR INLET DUCTS, A M.L SE CONSTRUCTED OP SMOOTH GALV. METAL OR OTHER MA 71MRIAL6 A6 PEIR FSC 6TN EDITION (201U MECMANICAL CODE SECTION 60D 6. 04CLOO D SU-PIORT PLATFORMS SMALL SE CONSM111 CTI D N ACCOIIDANCE TO PSC 014 EDITION (2019)MECHAWICAL CODE 6m 1. SATUROOMI6 CONTANIN6 SATHTUSG, 6MOUEMIB, SPAS AND 6MILAR SATNNS PIXiLWM SMALL 09 MMMCHJANICALLY VENTED N ACCORDANCE WTHI PSG &TM EDITION (20R) MPC 4 NICAL CODE SECTION 400. 6. ALL EXHAUSTED SATIN ROOMS; SHALL NAVE UNDERCUT DOORS POR MINA -UP AIR TO SE RETUIWED, TO EI AIR E)"AIATED. S ALL PMME RATED CEILN06 AND UA1LL& AHALL HAVE AN APPROVED PMRE OR PIRSAMOM DAMF'!IR'6 LOCATED AT OELN6 OR WALL PENETRATION AND BE SLEEVED WTN ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL SE INSTALLED TO P'IIE. RECOMMENDATIOMM AND PBC 6TH EDITION (20M) MECHAWICAL CODE SECTION 60T. 10. GRILLES AND DP1gWM SMALL BE PROVIDED WTM SALANCINS DAMNER6. IL DRYER BOOSTER TO BE A PANTECM POP 010067ER PAN OR EOJ AL PANTECH DSF 110 DRYER BOMTEIR CAPACITY "LINEAR PENT WTN M"61X E180II16 ATTIC LEGEND ® &A -FLY AMR DPPJSEIR RETURN AMR GRILL ® 61DE-WALL OR 1 WAY DPKMM GOLD LINE- SUPPLY TRUNK — BOOM LINE- RETUPIN TRIM SALANCM'J6 DAM -ER OR OBD 0 CELNG 00"U6T PAN RCELNG 004"T FAN 4 LIONT O/A OUTSIDE AIR m 7 MMM06TAT m PASS -THAW AIR GRM.L NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS 1010 EXTERIOR WALL PLENUM t y AIR RETURN SUCTION AND LIOUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. W/ (2)-3/Ib'X2' TAPCONS CONDENSER UNIT SIMPSON WE, ROLL STRAP y OR EOUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB sSXI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLAT' RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD FI AN APRovED DRAIN,) PER FBCR bTH EDITION (201'i) NOTE: MAIN COND. DRAIN 3/4' DIA MECHANICAL SLOG. CODE SECTION 3012.4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL ///-��FIN. FLOOR BRONZE FL. PL. / OR WALL COUNTERSUNK C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTI/SPEC FLOOR SLAB CLEAN -OUT °TYPN FM. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO $OIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPJ I I DINING ROOM a' S/A LIVING FRort ROOM ABOVE III \------ ------ 12XI2 I4x, PASS O I ® i 00------------------- `�I KITCHEN ' -`'U STOR• I i I 12XS a" 5/A \ \ III FROM \\\ III I ABOVE \ III 9X9/� FLEX FOYER III III III { GARAGE PORCH FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 - 1'-0' BEDROOM #2 1441 N. RONALD REAGAN BIND. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003325 J ei amnr, SIT7HDIV. Ae LOT: SILVERADO LOT 6 BLK 12 PI ROJECT# 04128.001-06121 MODEL- 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. B DA oa/is/ia SCALE: 1/4"=1'-O" SIMEET M1 HVAC PLAN SECOND FLOOR Or —ALE, 1/4 . P-m' 1441 N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 m 1 m u A 9 Susniv- a L0711 SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 UOMM 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. B DwrE 08/16/18 SCALE: 1/4"=1'-0" SHEET M2 PER 2x4 TOP PLATE PLAN Y PRE-FAIS TRU86 1/2' CLG. BOARD 1/2' DRYWALL — ,- 2X4 WOOD STUDS *24. oc. SLAB FIN. PLR HUNG PLUMBING 2ES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' Or— TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON I}' OA.e, SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS : MTL. DRIP EDGE 2x FASCIA PER I -0 ELEVATIONS TYP o.N. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9/8' GYPSUM Bt OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24. O.C, 8' CMU 1/2' GYP. WL, BD. - WOOD BASE — 0'-0' FIN. FLPt __j n W/ WINDOW OPENING K V OIA SLEEVE, DO NOT CUT FE BOND BEAM NOT cur SOLID GROUT THE BOND W/(0-•S BEAM (2) COURSE - RSDARS 2A_ PIPE THROUGH BOND BEAM Q 1,1 SCALE, FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSA ON OSS. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE I—.,zc MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR d n TYP. WALL SECTION If NO OPENING NOTE; PER SECTION S05.1.1 - FOR ROOF LESS TH , 5 1—STORY HIP BLOCK WALL (2)SLOPES LAYER2:12 UNDERLAYMENTTO AN 4SY:12STAEM 1 SCALE, 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4.-12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST SE PER ASTM 0226 TYPE 11, ASTM D 486B TYPE IV, OR ASTM D 6151 is Lm I•oC ABva xo� 0..0 LRat a�u •m.u.ao. 2 GAS LINE THRU BLOCK _ D —.— FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb,1.1 ON 4, Ohm. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE 0.7 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x A.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I IN . Iffy OrlmMwC4 goy POOR FATaND Ao. SLOE PhDm wood s GARAGE DOOR JAMBS D1 SCALE:11/2'=i'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS —\ STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — CONT. 2. RAT RUN SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/8' GYPs3t2`1 BOARD OR I/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24. O.O. I/2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.1.1 ON 1}' CAM. SHEATHING OR i' CDX PLYWOOD SECURED PER 0 FASTENER SCHEDULE T YPMTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS \ WEEP SCREED `2x P.T. SECURED PER STRUCTURAL DETAILS 1,2' THICK; 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 N. FLR � 0'—� m' FIN. FLR. 8' GMU a m a� n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'•1'-& 1441 N. RONALD REAGAN SLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX' 407-774.4078 www.abdeslgngroup.com AA N: 0003325 L4 ro 0 A U-2) BLTHDIV. 8e LOT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. 77 rPRATE: MT O&/16/18 SCALE. 1/4"=1'—O" SHEET D l FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 430 FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R80511 PER SECTION RWDJ.1 ON J. O.S.D. SHEATHING ON I}' O.S.B. SHEATHING OR;' cox PLYWOOD OR k CDx PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. R PRE-ENG UV,TRUSS— 24' O.G. MAX. LEVA7Tc�tJ 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE— R-30 INSULATION PER ENERGY CODE FORM. 2. FASCIA PER-/ 2x FASCIA PER ELEVATIONS o.H. 5/0' GYPSUM BOARD ELEVATIONS trP. OR I/2' HIGH STRENGTH CLG. BOARD VENTED- / T Ix2 FIRE -STOP SOFFIT SOFFIT -4.1 INSUL. REFERENCE REFERENCE I STRUCTURAL STRUCTURAL. lu W W ul a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 3/4' T i G SUSPLOOR V2' THICK 2 COAT E GLUED AND NAILED AS PER NAILING THICK i/2' THICK, 2 COATS PORTLAND CEMENT d SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R IX2 FIRE -STOP LEV TION IX2 FIRE -STOP--' SEE STRUCTURAL==d SEE STRUCTUR.4L— R V ION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. 50ARD 'fELEVATION IX2 FIRE -STOP 1X2 FIRE -STOP- R-4.1INSUL. ��l WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ERENCE STRUCTURAL 1/1' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY PORTLAND CEMENT Ix2 P.T. FURRING PLASTER APPLIED STRIPS-24-O.C. DIRECTLY TO ChCMMASONRY 1/.0 i/ 2' GYP. ILL. BD. WOOD BABE IX2 FIRE -STOP IX2 FIFE -STOP 11-0. CA. w R-30 INSULATION PER ENERGY 5/8, GYPSUM BOARD OR 1/2' 1-641 STRENGTH CLG. BOARD Ix2 FIRE -STOP 1R-4.1 INSUL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEV TON R LEVATION 5/8' GYPBUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24. O.C. B' CMU 1/2' GYP. WL, BD. WOOD BASE ,m d` n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•1'-0' 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA C 0003328 0 O a BU13DIV. & LrOT SILVERADO LOT 6 BLK 12 PROJECT* 04128.001-06121 MODELo 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP, B DA08/18/18 SCALE: 1/4"=1'-0" SHEET D2 A -DOLTS 4' EMGEDhB1T MN. , EvEN.Y FROM FLOOR TO OO I \I !/ IO W/ QIT NAILS. SIDES= 2X4Q'ARh3E DOOR DUCK W/ (B) p )i'XS' Ad10LT8 W EMOM MENT MN. W/ 2'X2'>4 WASHM AND NUT SPACED EVENLY PROM FLOOR TO GARAGE DOOR H71R, N JOINTS PRIOR TO FILLNG. t-2X6 PT ROCK • CENTER OF 17 DOOR HEADER WKI)VX8' J-80LTS 4' EMBEDMENT W/ 2W270i' WASHER AND NUT. I' INOTES. I ALL ANCHOR" SHALL DE N ACCORDANCE TO MANrACTt PE" INSTALLATION INBTRICTIONB WHERE BUCK 11,18Titl1CTIONS ARE MORE 8TRNGENT GARAGE DOOR 1 BUCK ATTACHMENT 3 euac n•.re 8' CMU 14' DRYWALL 1'X4. OR 1'3(2' P.T. NAILER ❑ �rlx4 P.T. OR'Y4X4' MIN, SECURE THRU FRAME 4 EXTEND I Ys' INTO BLOCK ❑ W/ N& TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY♦' WITHIN 8' OP EACH END 4 10' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3/4 OR +5/4 1PMDOW TO BLACK +3 4 OR +5 4 ASCALE: N.T.S. 2X4:m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, 2xb:m SECURE TO BLOCK W/2-Yo' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8. CM 18' O.G. MAX SPACING. H' DRYWALL 2X8,cm 1'XW OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAM15 OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" i1 1RNDOW TO BLACK +1-12" " SCALE: N.T . 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O C. MAX SPACING. MUST BE ON OUTSIDE 4 2xbm SECURED THROUGH SECURE TO BLOCK W/2-%* NON-STRUCTURAL T'4'FC4245 TAPCON MIN. I Y4 (MIN. SHANK SIZE .146 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' cm MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING.® ❑ I'x4' OR 1'X2' P.T. NAILER 2X8: SECURE TO BLOCK W/2-N&' 7(r' OS$. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y♦') ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB COO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-15 if WINDON TO BLACK +1-15/ B C SCALE, N.T.O. 2X4:m SECURE TO BLOCK W/ W6- TAPCONS (MIN. SHAM, SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1.1649 WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.G. MAX SPACING. MUST DE ON OUTSIDE 4 2x64m SECURED THROUGH SECURE TO BLOCK W/2-V*- NON-STRUCTURAL W6- TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. cm WITHIN 8' OF EACH END 4 K' DRYWALL 18' OG. MAX SPACING. ❑ I'X4. OR I'X2' P.T. NAILER 2X8m BLOCK W/2-%- SEES CASING STO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TT. TO 2x PER WITHIN 6' OF; EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE; BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1�4" WINDOWTO BLACK +2 I/4" ALE, N.TA. 2X4m SECURE TO BLOCK tiv TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' EACH END 4 NOTE, STRUCTURAL 2X O.G. MAX SPACING. MUST BE O: OUTSIDE 4 2 DXbm SECURED THROUGH BLOCK W/2-rl(i'TAPGON NON-STRUCTURAL V TAPO" MIN. 1-)4' (MIN. SHANK SIZE .146 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT 1 Y♦') ' DRYWALL WITHIN 8' OF EACH END 4 18' OU:. MAX SPACING. ❑ X4' OR VX2' P.T. NAILER 2X84m SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN W OP EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS., Y "Nib TO PIO- mo NOT ECHO p) DOOR JAMB TO BLACK +3" F' WINDOW TO BLOCK +3' E, INS . 2X4m SECURE TO BLOCK W/ I)(4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 16' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X64Um SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPCONS(MIN. SHANK SIZE TAPCON MIN. IY4 145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 1 8. CM K• DRYUTALL 18' O.G. MAX SPACING. ❑ I'X4' OR VX2' P.T. NAILER SECURE SECURE TO BLOCK UI/3IZE 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 W/12A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB MO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" (DWALE, N.TS. If TO BLOCK +3" 2X4m SECURE TO BLOCK WN♦' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL' SECURE TO BLOCK WA-114' TAPCON MIN. I Y♦' TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 8, cmMIN. EMBEDMENT I Y4) , BALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. I'X2' P.T. NAILER 2X84Um �IX4'OR SECURE TO BLOCK W/I-I/4' X., Oza x 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAx SPACING. MANUFACTURES DETAILS. NOIb-IMYN®pTO'{)le JM--,w—C IN) DOOR JAMB TO BLACK +3-7/16" WINDOW TO BLACK +3-7AB" G SCALE, N.T.S. 2X4m BEGIRE TO BLOCK W/'♦' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END 4 NOS; STRUCTURAL 2X O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2x bm SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' cm WITHIN 8' OF EACH END 4 JJ' DRYWALL 18' O.C. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2)<84m SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .I — MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 3/4" H 1TDM BLOCK +3 3 4' E, N.T.S. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6076 FAX 407-7744078 www.abdasigngroup.com L AA N: 0003325 b O O a 9 sunDm & IAT: SILVERADO LOT 6 BLK 12 PROJECTUy 04128.001-06121 MODEL 4EHB "2605-HAYDEN" GARAGIC SVfMC;: RIGHT PAGE: DETAILS 150 MPH . B rpRINT DA 08/ 18 SCJILE: 1/4"=1'-0" SHEET D3 PRODUCT APPROVAL LISTING - - - - 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 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 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 S678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 12/31/2018 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 9/11/2018 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.FLORIDABUILDIN G.ORG CONTROL DATE: 06/13/2018 I N. RONALD REAGAN Ell LONGWOOD,FL32780 PH: 407.774.6078 FAX:407-774.4078 www.abdosigngroup•com AA A 0003325 SvsD:v ae LO SILVERADO LOT 6 BLK 12 PROJECTO T: 041 8.001-06121 MODET, 4EHB "2605-HAYDEN" GARAGE WWWG. RIGHT PAGE: PRODUCT APPROVAL LISTING 0 MPH EXP. Bf DATO 08/16/18 SCALE: 1/4"=1'-0" SHEET D4 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRRSPORRMED C2411WL JOINT'S GC PLANOF CONTROL JOINTS Td SE WIRED TIED TO LATH . 9• - O.C. MAX (VERT.). NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STIR EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURM6 NOTALLA11ON --\ PASTE NERS TO BE SPACED . 1' O.C. MAX VERTICALLY ���3 COAT CEMENT UM LAYER R, FORTUISER / SUILONG PAPER APPROVED FETAL LATH FASTENED •1' (VERTJ OZ. MAx AT SUPPORTS WPM LAYER al STUCCO WRAP i' ro }• LATH SHALL NOT `AP Mrci an C4 NTI UOUS MR npi THROUGH CONTROL JOINTS SUE SHALL Be STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BING LOCK PER ASTM GI063 T.10.44 PLA T AT MAX. 6' TO S' \ Iid71'1 CONTROL JOINT WHEN CONTROL JOINT FALLS ON ASTENERS POR TO STRUCTURAL STUD LATH SE NAILS OR �- STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO B: (NO. IS) 0AP41V WIRE 3. CLOCKING GHOW4 MAY BE IN ADDITION \ TO WALL S1UD8 (REWIRED PER PLAN / OL POLO HIIAIO . R. A OLPOLD IWLNO. PT. A 2. OPEAOE . PT 6 3. 010AGE. M.0 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 4• OL POLO MtWM a PT. A L O IAOa . Pr. 6 FOLD 46 ® L MLO INlA1C a R. A 2. C RRaea . PT. D S. OIBIAK . Pr. C 4.1" Pr. o O'A2a Pr. S TILL I•T. c TOUCHING BOTTOM PLAN= es eorrolT M-41,0111 ORAL TOLD, rxi bin err. T CEMENT 0, IA• 2 COAT OILY) NOTE, APPROVED SUILOMG UARAP SMALL BE LAPPED A MINIMUM OP 6' . VERTICAL LAPS (ROLL ENDS) a 6' 6 HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE MOTAL LATH \ \ LATH VERTICAL LAP TO DE I• . METAL LATH I WRB LAYER at STUCCOUM WRAP \ BUILOINGQPAPEFORTR IRBER/ I I 2 -TAPER LAP SCALE, I In•.I'-0' NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL & PAPER LATH DETAIL — wow once NOTE, 61 EATMMG - 6roe LAPS OF METAL OR T)16. 7JP ow"IMNG SYSTE7 PLASTER DA686 6HALL INSTALLED PER MINiP. SPECSJ BE SECUIRED TO BUILDING— mtAMING MEI•IBERB. PAPER THEY OKALL ft TIED SETIAM SUPPORTS WT140,0416-K(I21-MM) STUCCO— WRE AT INTERVALS NOT MORE THAN S' (229-MM). AS PER ASTM C063 IAL ® KICKOUT FOR REPAIR OFW.ARS DETAIL IN UM LAYERS. TEARS MAYMPATCHRID UNE P TAPEMR MANIF OPECOR FEEL 4 STICK �s.PJLyANOE, eroP 9M6 OPLY) I 4. R,R E OR QM s®M f -,I ROOF mu IRA" R.AOWM 1 KICK -Our PLASM IM V I DETA9J — "mtSOUDIT m&aiEL1d (Sw OR El2u INSTALL L. ouT RY1rl6 AT OOTTLTi Q IROL! a atALL G4teurcTtals ]• THICK 3 COAT CEMENT PLASTER METAL LATH WE, LAYER •2, PORTPISER BUILDING PAPER • . LATH • PAPER 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) OR WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) W THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRB a TAPE OVER ROQF/UJALL &CREEDSCREED 5'x5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) �— CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES O"L" FLASHING N.T.S. 4• 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF-ADFERNG MEMBRANE � FLneHIrG STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REGUIRED TO SECURE PIPE/ WIRE TO FRAMING SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES \PIPE PENETF ` N.T.S. 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF-ADMEItlNG FEMDRANE FLA6HING OVER APPROVED HOUSE WRAP. PLA6MING TO EXTEND ONTO PIPE IMRB LAYER 9. FORTFOW BUILDING PAPER METAL LATH 61x6' SELF -ADHERING M@7pRANE NOUN WRAP. FLASM3AG1 ro E2T7END ar4re PIPE 4'x4' SELF-ADFERNG MEMBRANE ILASHING OVER APPROVED House WRAP. PLAMIING To EXTEND ONTO FIFE CONT. BEAD OP SEALANT TALL APPROVED HOU6E1URAP AR ORATION ISAIRRO R OVER ELAATOMERIUC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION RM.7 Exase, laWm �rgrYn Exa rlor use of pordar,d oamerd plasw shall comply wIN tlr apploatlon requirements of ASTM C 92E-12A. =1adon of examdor latirg and earning ar,Ml cmply with ASTM C WE7.12A ION DETAIL C I OF DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/1b' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.I / ASTM C-541-09, MIN, 2.5 L55. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.com AA #,. 0003325 pR W h b 0 0 a 3 SVBDIV. ds LOT SILVERADO LOT 6 BLK 12 PROJECT* 04128.001-06121 MODEL4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH LU. B DATE: 08/16/18 SCALE: 1/4"=1'-0" SHEET WA1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURED INSTALLATION PROCEDURES i ;I ,. X �11 II �I BACKER ROD II I I I BACKER ROD —� _ INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUE C-E OF FLASHING TO BE, 1. BOTTOM. 2. SIDES_ 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS 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 SIpES,Ys' CAULKING 6 JOINT ALL PER SECTION R703.7 Exterior lathing and Exterior use of poNand cement plaster shall comply with the application requirements of ASTM C 928-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063.12A. WRB LAYER -1, STUCCO WRAP > l l I'._ \ `— HOODED VENT X - X_ J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) (IN6TALLlW MR PUNP. 6FEC6.)OR WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD — 00N6TUCTICN —METAL LATH i, S' C!'tU m7:' VINYL CASNG DEAD .y W RAISED BAND X' TO 1S' HID -WALL LLF-EP �� W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VO4EM OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING =2� C TALLED PER MA UR SPEC (S.) SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-0S, MIN. 2.5 LBS- PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES DRYER VENT (BLOCK) F)B BUILDING PAPER OVER 'QUICK FLASH' I — PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS,) BUILDING PAPER — UNDER 'QUICK FLASH' I/ IF ZIP SHEATHING SYSTEM 16 INSTALLED, PLEASE SEE MANUFACTURED INSTALLATION PROCEDURES A VENT PENETRATION SCALE, N,TA. ELEC. METEF VERIFY LO AAM=AA IV I�GtrGIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC, METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER WOOD CONSTRUCTION 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANLF. SPECS.) OR WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ys' TO Ya' MIDIJ-WALLLL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW WOOD CONSTRUCTION e Cm fl mt�C 1/16' ZIP SHEATHING SYSTEM GNSTALLED PER MAN1F. SPECS.) OR i WOOD SHEATHING WRB LAYER 4, FOR, IFIBER BUILDING PAPER METAL LATH Tro• rexnaaED FgNISH � WDOD -FASTEN TO WOOD STRUCTURAL MENDER • T O,C. MAX • X. TO)J' MID _-WALL u� su L� -6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 5` WRB LAYER el, STUCCO WRAP CUT 'X' INTO SELF -ADHERING /X\ MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEP #2 WRB LAYER 7, STUCCO WRAP UC CUT SH THAT 9 NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 60 M GRADE 'D' FELT -PROM SEALANT Al JOINTS AND INTERSECTIC STEP #3 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOISEWIRAP MEMIBRANERING FLASHING UIRB LAYER 02, FORTIFISER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V, FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #ro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.8076 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 r y c F avaary as IAT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODEL- 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. [ATE. 08/16/18 CALE: 1/4"=1•-0" HEET WA2 WOOD SHEATHING EXT. WOOD FRAMED WALL WRB LAYER M, STUCCO WRAP 91,115-FLOOR DECKING WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRU88 % HAT CHANNEL j- THIPLASTER3 COAT CEMENT LLEATH E OW WTYPE 'x' DRYWALL 6 6. SAP. • TOP OF VEEP SCREED LLEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER •2 t 4' POSITIVE DRAIN }' THICK 3 COAT CEMENT RIES WOOD SHEATHING .` WEEP SCREED PLASTER METAL LATH STUCCO WRAP �_ �`�` WOOD SHEATHING }' THICK 3 COAT CEMENT PLASTER AM66-WiUG-180 CUSTOM C FLASHING WRAPPED ' FLASHING WRAPPED i •TOP OF WEEP SCREED EXTERIOR GRADE TO SHEATHING BELOW DRY WALL WIRE, LAYER R, }' THICK 3 COAT CEME STUCCO WRAP 4' POSITIVE DRAIN PLASTER name aroaen ` WRB LAYER -2, FORTIFIBER INYL CORNER R BEAD NO � IN FIELD `VINYL CASING BEAD i m I BUILDING PAPER " - (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 6' SELF-ADHEREING WRB LAYER fl, ' / FLASNRXi WRAPPED STUCCO WRAP • CORNER OF CANTILEVER ATICO AM66-WRAC-7S0 4' POSITIVE DRAIN CUSTOM CASING BEAD 1 WEEP SCREED (NO FOR CLARIFICATION OF NOTE. 10 CANTILEVER DRIP SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS EDGE - CASING BEAD INSTALLED, PLEASE SEE 1OA DTL.0 CANT. MANUFACTURERS INSTALLATION PROCEDURES LEGEND SCALE: I I/2'•I'-0' - NOTE: DRAINAGE PLANE (WRB LAYER •I, STUCCO WRAP) METAL LATH: LATH TO BE PER SECTION R-I031.1 / ASTM C-B4l -OB, MIN. 2.5 L55, WRB LAYER °2 (FORTIRBER - - - - PER SQ. YARD (UTILITY OR NOMINAL BUILDING PAPER) LATH QOE5 NOT MEET SPECIFICATIONS) METAL LATH x-x-x-x STUCCO 1. NOTE` IF ZIP SHEAT ING 8Y 18 WOOD CONSTRUCTION INSTALLED, P EASE MANUFAGTU INSTALLATIO RBI PROCE S 3/4 RESILIENT HATCHANEL WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIERn WOOD 5HEATHING (INSTALLED PER MTHING ANUF. SPECS 5ELF-ADHE51VE FLASHING - - - - - h �-- }' THICK 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH W/rE PAINTEDp gaTUINGem }' THICK 3 AT CEMENT orsaw ([PSTFADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION IF ZIP SHE HIND 8 9 M IS WOOD CONSTRUCITON INSTALLED, PLE E MANUFAC FM INSTALLATI ORES WEATHER RESISTIVE BARRIER "1 UJEAT14ER RESISTIVE BARRIER -1 vm i L L.AD�N[! oesw i }' THICK 3 COAT CEMENT PLASTER METAL LATH 5/0' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH ' §� N aYSTI }' THICK 3 COAT CEMENT �Wp7 HEA6� PLASTER (SHOVED FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @D_R�ED�QENSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER '1 3' X 3. 26 GA GALV, I ': WEATHER RESISTIVE FINISH LAYER l2 LAYER METAL DRIP EDGE BARRIER 4 PEEL s STICK) SET IN FULL BED OF _ 6' PEEL SEALANT, V MIN. SPACE FRt�N DRIP r 6' SAP. \ PEEL s STICK STICK s DRIP EDGE TO FACE TO TREX 116'x3' 'L' FLASHING DECK '; FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GAIN. Yi GAP FOR BACKER METAL DRIP EDGE I YfXI 34' P.T. OR SIMULATED ROD s SEALANT Yi GAP PO BACKER SET IN FULL BED OF WOOD (TREX) FILLER VINYL CASING BEAD ROD SEALANT SEALANTA' MIN. SPACE FROM DRIP US CONTINUO FACE TO TREX WEATHER RESISTIVE WATER PROOFING Ist WEATHER RESISTIVE VINYL CASING BEAD I. ' BARRIER 01 LAYER (2 LAYER PEEL s i BARRIER "I., WEATHER STICK) WRAPPED FROM F WEATHER RESISTIVE WATER PROOFING bt RIRER918TIVE 02 BALCONY DECK TO BARRIER 4 LAYER (2 LAYER PEEL EXTERIOR COLUMN CANTILEVER "''"""01f"�'� • STICK) .�^na COLUMN SHEATHING V PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP PEEL 4 STICK 6' SAP. SUB FLOOR EDGE I Vx3' 'L' FLASHING ®® 3' X 3' 26 GA. GALV, SUB FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ® S ROOF ANT --------- ------ -- -- SET IN FULL BED OF 1 )5' X 3' 26 GA GAL V. I VA % P.T. OR SIMULATE SEALA NTJ9 MIN. METAL DRIP EDGE WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX I vxI JS' P.T. OR SIMULATED SET IN FULL BED OF CONTINUOUS WOOD (TREX) PILLEK MIN. SPACE Yi GAP POR BACKE VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP PRO FACE TO TREK ROD ( SEALANT WATER PROOFING I�t Yi GAP SEALANT VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 OPT' BACKER ROD' BACKER PEEL 4 STICK) STICK) WRAPPED PROM MODIFIED 90 WATER PROOFING Ist 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM }' THICK 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VINYL CASING E BAD CANTILEVER METAL LATH }' THICK 3 COAT CEMENT S/S' TYPE 'X' DRYWALL WOOD SHEATHING 1 PLASTER W/TEXTURED E PAINTED ` WEATHER RESISTIVE BARRIER 5/8' TYPE 'X' DRYWALL i METAL LATH FINISH LLEATFIER RESISTIVE W/TEXTJRED 4 PAINTED WOOD SHEATHING }' THICK 3 COAT CEMENT BARRIER rt FINISH 4' POSITIVE DRAIN PLASTER 4' POSITIVE DRAIN }' THICK 3 COAT CEMENT n�eo nrmem VINYL CORDER BEAD WEEP SCREED PLASTER - - -- VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOIIN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESWRIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY 0EDGE INSTALLATION 0 DRIP BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHINGI SCALE: NTS 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/21, CORNER BEAD FASTENED TO SHEATHING m i' O.C. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER N2, FORTIF15ER BUILDING PAPER C14ACORNER BEAD � FRAME A2 1/2' �� CORNER BEAD (FASTENER 4 SPACING 1D 11 O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � 7�\CORNER BEAD � BLOCK WOOD SHEATHING WRIS LAYER 01, STUCCO WRAP WRIB LAYER 02, FORTIF15ER BUILDING PAPER--� METAL LATH }' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING WINDOW FLANGE WRB LAYI BUILDING METAL LA }' THICK : PLASTER WSELF-o FLASHING DRIP C, WINDOUI , ____ 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING WRB LAYER P, STUCCO WRAP WRB LAYER 02, F-ORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT \iEw FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 h k A F r U33DIV. & LOT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODEI4 4EHB "2605-HAYDEN" GARAGE 8TfWG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH E DAB 08/18/18 SCALE: 1/4"=1'-0" SHEET W.A 3 NOTE I IF ZIP SHEATHING SYSTEM IS WOOD SHEATHING INSTALLED, PLEASE SEE MANUFACTURERS r INSTALLATION PROCEDURES WRB LAYER "I, STUCCO WRAP j WOOD SHEATHING WRB LAYER 02, FORTIFIBER - BUILDING PAPER WRB LAYER 01, ' STUCCO WRAP METAL LATH i i' THICK, 3 COAT CEMENT ) WRB LAYER 02, FORTIF15ER PLASTER , BUILDING PAPER WSELF-ADHERING METAL LATH FLASHING EXPLODED 8� THICK, 3 GOAT CEMENT VINYL ANGLED CASING BEAD VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE WRS LAYER M, — STUCCO WRAP ,\. VINYL ANGLED WR8 LAYER "2, FORTIF15ER G SUILD`NG PAPER METAL LATH ----� THICK, 3 COAT CEMENT PLASTER_ , FLASHING DRIP CAP \ �- WINDOW FLANGE / CASING BEAD @) WINDOW (15C (FRAME, W/BAND) NOTE: WOOD SHEATHING IF ZIP SHEATHING SYSTEM 18 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER Ya• GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER 6 STUCCO TO SIDING TRANSITION SIDING WOOD SHEATHING WRB LATER 'wi, STUCCO WRAP -LICK 3 COAT CEMENT OTER AL LATH — WRB LAYER 02, FORTIFIBER BUILDING PAPER — WOOD SHEATHING —STU O WRAP P STUCCO LAYER "I, STUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION \ BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER UEATHERI�C.SISTIVE / \ 9A W)6x T Ya' LA!' SIDING REVEAL-� I \ LASELP-sADHERING RIK.ASWM t `\ i U IrSTIVE STARTER STRIP / \� �\ �� RESISTIVE I I �\ _ y 6' SELF -ADHERING FLASHING \ GALVV METAL GALVD METAL _ r FLASHING 'r FLASHING I V.. v -YIM V= TRIM MIEMBE t / \ TRIM MS. SIm"Tw SEAL GAP W/CA"ING / QOft APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R1031,1 / ASTM C-84-1-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I WRB LATER 02, FORTIF15ER �:� Slow — I ANGLED BUILDING PAPER FLASHING ADI RNG CASING BEAD ' METAL LATH STARTER STRIP—� VINYL CASING BEAD (EXPLODED JII THICK, 3 COAT CEMENT P METAL vIEW FOR PLASTER R CLARITY) hullrnl°Mlluk mete CASING BEAD C- RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' =1' -O' SEALANT WINL. 2X FRAMING MEMBER Ixt LUFATWM RESISTIVE 6A�'ER -4 TO LAP 1. MIN OP OF a� LL RESISTIVE ARRIER DARRIER 9 B.at1IER �SISTIVE &LV.a'PMETNGA OR WEATHER RESISTIVE BARRIER 1 TO LAP W MIN. ABOVE TOP / IF ; I^.—IIIO X.IT �A R 6 AD�FEPoNG // \ \ j I i 1 FL MAD 't'NC' \� ;I GAPOEMENr PLAUTERT I APPROVED SEA �T INIR RESISTIVE. \ •' f 6"EAA TTHE'�It RESISTIVE LEATHER RESISTIVE E-z eeAoyIM'L ee 6ARRIER -2 fUV?K' FLEXE PVC SIDING TO STUCCO LEATHER RESISTIVE ® FRAME TO FRAME BARRIER Q 19 TRANSITION THICK, 3 COAT CEMENT PLASTER METAL LATH 7-7 �a ...._ .. _.... ............ ...... WRB LAYER 02, FORTIF15ER 5UILDING PAPER E-Z BEAD VINYL CASING (W/-%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' $ELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Ya" (TAP TYfl THICK, 3 COAT CEMENT CASING BEAD PLASTER `. SEALANT TO WINDOW METAL LATH i WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FRAME ; WOOD SHEATHING 1 1 I I - I I I I I WRB LAYER 01, I STUCCO WRAP 1 I , V WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 1 2X FRAMING (W/Ye' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP % BUILDING WRAP ----------------------------------------------------------------------------------------------- " EZ BEAD WINDOW CASING � n LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER n (FORTIRBER — — — — IBUILDING PAPER) METAL LATH x—x—x—x STUCCO I. WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANOR. SPECS.) SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeaigngroup.00m AA N: 0003325 14 �0. v, 0 b 0 OtTODIV. de LOT SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 lsODEL- 4EHB "2605—HAYDEN" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D A'� 08/16/18 OCALAM 1/4"=1'-0" 811EET WA4- CUT HOUSEIGYI AT 45' ANSU IS PIODIFlm 'I' CUT IN woues RAP LINE OF WNDOW OPENING APPROVED HOUGM~ OVER GHEATHNG OVER Uo STM WALL STEP 1 INSTALL S'- GELF-ADNERNG FLAGHM OVER NAILING FLANU JAM" EXTEND PLASHING MIN P EELOW SILL \J/` FLEXIBLE PLASNpVG DO NOT SEAL MOTTGM -� m STEP 6 IMP FOLD -I woum r"c PPP at HIIA FOLD IN AT STEP '7 ALIGN PLA"Ift W/ W. EDGE OF GILL RO. MECHANICALLY FASTEN FA'*= EDGED. (CAP NAILS, STAFLUG INSTALL DUPONT PLEA~ AS TF TLAGHW6 AT TFE FOLD HoUGEURAP OOM 4 TAPE DIAGONAL CUT ACROSS HEAD Q WINDOW STEP 8 UYLY 46, NoM. AHTINU OEAD I 7P SEALANT AT AATTES AND HEAD a 1PPLY TO BACK OP ANDOW NAILM LANCE IN L.NE W/ w-FVICHED 4m OR SLOTS. INSTALL S' Wsx ADHESIVE WO= PLDCEXE MAGHIN MATMAL OVER DRIP CAP JOINT(PROIVCTO-WRAP ST-20M a EOWv1 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 4 NOTE: IF ZIF SHEATHING 51'STE1l IS IN5TALLE1-), FLE,45E SEE 1IANUFACTURER5 IN5T14LLATION'' FIROCEDUFRES NMI LL IT 15 TL! CONTACTORS REGPONGIDILT7 TO VdtlFT THE COMPATIOILMY OF ALL PRODUCTS RICI-UDNS NOUSBURAP. 6EAI.A4TS / SRMADFSIRMG PLASHING MATEIR ALS USED D1IRING CONSTRICTIOK 2. NGTALL ALL MATERIALS PER IWIIFAGTURERS WtlTTRI SPEOIPICATIONS 9IAENNI& SEALANTS MAY REACT ADVERSELY IF NOT CCHI-ATICNA CLEAN AND DEAL JAMB TO SILL JOINT$ MTN DOW lift FOLLOWING COMPLETION OP EXTERIOR RETROFIT WOW REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRI1810N BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.77"078 FAX: 407-7744078 www.abdosigngroup.com AA S: 0003325 V O c a SVBDIV. Sao LOT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODEX. 4EHB "2605- HAYDEN" GARAGE BVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B W0s/16/18 E1/4"=1'-0" RINT SIV A5 f // -- 2x6 SUB-BANb r W/I'x4' NOTCH END, WRAPPED IN r - N PEEL 4 STICK A DRIP EDGE --------------------------------------- I i\ 1/6' TEXTURED I 1 1r8 FINISH A WOOD I 1 1/81i 1/2' TEXTURED J \� FIN15H m CMU J V METAL FASCIA \ \\ WRAP Ye' FROM \ a STUCCO, I' FROM \------- --- ---' WOOD WALL \\—EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION r=rjWAMMA L .j FINISH WOOD, 1/2' TEXTURED FINISH • CM x I METAL LATH x x x x x x x x METAL FASCIA WRAP { 0 SHEATHING x x x x x x OR Cm x x x x '1 WRB LAYER 1, x x STUCCO UJRAP(FRAME ONLY) x x u x x x x x x x x x — UIRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x - -- BUILDING PAPER (FRAME ONLY) �- x x x x z x x x x x x x x / FRAME OR CMU 2X& SUB BAND ROOFINGFELT CEMENT x x x x x x x x x x x x x x x x x x x x PAPER DRIP EDGE x x x x x x x x x x / DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x //,- - (REFERENCE POINT ©FL AN 5 ONLYFOR WALL OFF SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) —`DRIP EDGE, I' OFF WALL GOT INTO STUCCO) 11/8' TEXTURED FINISH m /'WOOD, 1/2' TEXTURED / FINISH a CMU -2x6 51.15-15AND W/I'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL C) WALL METAL FASCIA WRAP I' OFF NOTE: WOOD WALL. SUB BAND 2' IF ZIP SHEATHING SYSTEM 15 INSTALLED, OFF WOOD WALL PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3m PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND WIV2'x4' NOTCH B END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x ' x x x x x x x x x x x x x x x x x x x x x x' xx SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%*x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH:407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F 121 8 w 0 e E a SLTBDIV. a. LOT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 UODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. 8 Dr-wANT B.. 08/16/18 SCALE: 1/4"=1'-0" SH=T� ^ �? dd A6 0 ai m 0 in 4" CONC. a ¢ SLAB Ow 3 �a 17 r- -` — — — — — — — FM-16x18 — —1— — — — — — —a— -, 10'-0" 11'-8" 15'-4" 2'-W g? m I ( x io o 0'-0„ iol y 1— LL TOP of SLAB I 2 cwj U 1 I to LL 20'-5" 7'-5" U 9 R (T 17 to €Q O i I � F- 4 0 1.1 1 voi f F N I URti aii� 1 in UP TO 2ND FLOOR 1 (FIELD VERIFY 4" CHASE VC N �\ 10� ;r, Y (T w 8 EXACT LOCATION) L :� p„ O 1 1.1 5 3�.p" o, T tl I O SLAB €n 2'-8" 1,9'-4" 0 NI #3 TRANSFER STEEL rT ° @ 24" O.C. MAX o O 0'-0" FELEV. 1I CONC.IN. FIN. SLAB 1 b I� 11 II >••o 11 L — FM-16x18 — — — — Io 4 4 b L_ A" CONC.B 10 I $ ii SLA LL . L _ Irr�l�rcl�t�:t�:y FOUNDATION PLAN SCALE: 1/4". V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-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.EIINDICATED #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#.5 = 30", #6 -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.530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: I'm - 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS. Bx6 W l AXW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS 9OTTOM REINF. I TOP REINF. T.O.F. SHORT LONG FW2x18 1291. CONTINUOUS 18" - (2)#5's FM-16x18 18" CONTINUOUS 18" (2)#66 FM-20xl8 20" CONTINUOUS 18., - (2)#5's FMC-18x18 16" CONTINUOUS 18" - (2) # s #51N CURB VARIES GW-12z12 12" SEE PLAN 12" - (2) *Ss +0"-0" CWC-12x12 12" SEE PLAN 12" - (2) #V #51N CURB VARIES F-24x24 24" 24" 12" (2) #5's (2)#5's TE-1 8'. SEE PLAN B" - (1) #5's 0".4" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003326 y 94 t 0 O I LJL 9 BUDSM & LOT SILVERADO LOT 6 BLK 12 PROJECT* 04128.001-06121 HODELI 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B D T�'E: oa/ls/la SCALE: 1/4"=1'-O" SHEET si 301, MIN. EACH WAY MONOLITHIC FOOTING } Z STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED - CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND g p; I, SPACING REQUIREMENTS ° - °� a SPACING REQUIREMENTS _ ¢YO W 00 U w vl GARAGE DOOR RECESS Qa Q V! ^—FM n ° ajM 8" CMU WALL O 8" CMU WALL > CORNER BARS, SAME SIZE AS BAR I w Lu 8+ O c , I IN FOUNDATION WITH 30" LEG EACH W m +- °1 - LAB TOP Of SLAB °I °. B. WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF, IS CONTINUOUS I N y ° - TOP OF SLAB ILAS I( MATCH AMOUNT OF CONTINUOUS BARS ° °I CURB FOR SEE SLAB � (-)VANI S ° SEE SLAB SCHEDULE TOP OFGARAGE -SEE I ILL CONTINUOUS STEEL MONOLITHIC MASONRY UNITS SET BAR SIZE 48 BAR DIA. EXT. PORCH 3LA84"CHAMFER (,STORY) #3 18" °FOOTING EXT. PORCH SLAB ER rAND REINFORCEMENT SEE SCHEDULE - °JOINT 70. AT ELEV: W/1/2"ISOLATION6" CHAMFER(2-STORY) (WHERE q4 E4�� qAND (,-STORY) W! 1/2" ISOLATION ,ER (2STORY) APPLICABLE) ZEE SCHEDULE 30"APPLICABLE) JOINT(WHERE 4DULEAS Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE 36 AR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY ANTITY `cu NUMBER OF BARS (14. 2 TO 3, PROVIDE 2 BARS), UNO '- 87 42" EXTERIOR MONO -FOOTING EXTEROOMONO-FOOTING F MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:314"=i'-0" 2 @ GARAGE SCALE:3/4"=,'-0" CORNER BARS DETAIL �,1� DOOR OPENING 4 3 SCALE: 3/4"=1'-W SCALE: 3/4":1'-7 LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/,6d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFYHEIGHT EI GHT HEIGHT NAILS, 2-ROWS, 4" VERIFY HEIGHT O/C BTM. LAP TO OCCUR OVER STUD OF WALL PLAN OF WALL LAP TO OCCUR OVER STUD PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 0 a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 0) NEW REINF. BAR SPACING. SINGLE BTM. PLATE ,/2"x9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE. PT. O a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO OC I a S EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY a 8", UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. Q Q FOLLOW ALL MANF. AND TOP PLATE ANCHORS Wi _ SPECIFICATIONS FOR to 10d x 1 1/2" COMMON NAILS 3,/2" DIAMETER CONC. FILLED STEEL PIPE 6x6 METAL PLATEuj 2 USE AND F PREPARATION OF C7 HOLE. Z R FILL ALL HOLES, DO NOT USE to 10d x 3" W 2 SEE SLAB SCHEDULE < co w SEE SLAB SCHEDULE Q BASE W/ 1/Z(6" BOLTS o OOF SLAB O0P'AO"F SLAB R- �Q a 4" CHAMFER (1 STORY) 6- CHAMFER (2-STORY) • a ° EQ. EQ. SEE SCHEDULE EQ. EQ._--SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 7 INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION SCALE:34"=1'-0" (W/UPLIFT) (NO UPLIFT) 5 6 SCALE:3/4"=1'-0" scALE:3/a"=r-o" LAP TOP PLATE A MIN. OF 48" AND NAIL W/i8d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD - OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL G. PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. < m IL 00 p 8" CMU WALL m POURED LINTEL CONT. (TYP.) 5 +- 0'.0" 8" CMU FILLED CELL (TYP.) EE SLAB SCHEDULE _ TOP OF SLAB\ ESE` 2X WALL FRAMING wl - 0'-0`V, ESLABSCHEDULE 1/2" DIA. USP 725OSD BOLTS 6' OP OF SLAB Z MINIMUM EMBEDMENT INTO °°° °a. "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND6" O.C, VERTICALLY MAX • —� e POURED MONOLITHICALLY WITH < ------ FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE V FOR WxD, BAR SIZE s / FOR WxD, BAR SIZE 555FFF AND BAR QUANTITY ,)/ AND BAR QUANTITY /LL WOOD WALL � COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO &_,_�INTLEMRIOR:FOUNDATION 3/4"=„-0'• (NO UPLIFT) FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4/4.V' 0" 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7744078 FAX: 407-774,4078 W W W.ebdesigngroup.com L AA X: 0003325 C yo c3 b O F a � 9 $U8DIV. Ae MI SILVERADO LOT 6 BLK 12 P140JECT* 04128.001-06121 MODET_ 4EHB "2605— HAYDEN" GARAGE OWING: RIGHT PAGE: DETAILS 50 MPH EXP. B jf D � 08/16/18 OCAIM: 1/4"=1'-0" SHEET s1.1A STEEL REINFORCING IN GROUTED -10,14 Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" T EAD W/ 1" NOSE .-. i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o 8" CMU WALL PAVERS i14 REBAR (TYP.I ¢ cwi d ^ 2 G 8"CMU WALL TOP TOPS Q Lu m w CAM -- s N O 0� SEE SLAB SCHEDULE O Z g RADIUS OR < O w SEE SLAB SCHEDULE Q CHAMFER CC 01 u1 TOP OF SLAB SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY LAm vi > ¢ w a z 3 w O • •:..° e >_--SEE g 2 SCHEDULE C7 EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING '-,EXTERIOR STAIR DETAIL r� INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 4 AT ALL PAVER AREAS SCALE: 1/2"=i'-0" SCALE: 1/2"=1'-0" `� SCALE: 3/4"=1'-a' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE 70 SLAB W/ PROVIDE DBL. TOP PLATE 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY S-1/2" EMBED. MIN. @ 16" USP SPTH4 OR SPTH6 BTM OC MAX. AND TOP PLATE ANCHORS W/ I Od x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 1 Od x 3" SEE SLAB SCHEDULE +- o'-0 TOP OF SLAB Fa • a SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY K-�INTERIOR FOUNDATION WOOD WALL `� SCALE: 3/4".1'-0" (W/UPLIFT) d N. RONALD REAGAN BL LONGWOOD,R.32750 PH: 407-7748078 FAX: 407-774.4078 www.abdoslgngroup.com AA N: 0003325 k 0 [L.L.3 9VHDIV. da I.oT: SILVERADO LOT 6 BLK 12 PROJECT 04128.00 -06121 UODE71 4EHB "2605-HAYDEN" GARAGE BWXNG: RIGHT PAGE: DETAILS 50 MPH EXP. B a TE oa/1s/18 SCALE: 1/4"=1'-0" 9iiEET S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4" m T-0" d N. RONALD REAGAN 8L LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.00m AA N: 0003325 u M A a MOM ae LOT SILVERADO LOT 6 BLK 12 PROJECT* 04128.001-06121 MODEL: 4EHB "2605— HAYDEN" GARAGE SMFING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH EXP. B ..---�—No a �T oe/18/la SCALE: 1/4"=1'-O" SHEET s1.2 TIE VERTICAL RESAR O HORIZATIONAL R W/ I"' HOOK OUTED BOND BEAM [�I�BA TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL RESAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. �- 2 i a a A5 BARS a 10" HOOK M �.a - ,Q ^-e.,-^ •°�1a �.�° a p CLEAN OUT REQUIRED 50 1,-D" 2 co ° FOR INSPECTION COa Hill. O I 1 •0 ° ° m 0'-0" FIN. FLR. Q <a ° TIE ERTICAL RESAR TO HORIZONTAL ° Eli REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. 1 -0 ° Zr w U 63 18" >es 30" MU UNIT DIMENSIO NS ap ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIX HORIZONTAWERTICAL #6 36. #7 42" HORIZONTAUVERTICAL METHOD 24. x5 30" O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" REINFORCING �„� REINFORCING 4F SCALE:3/4"=i'-0" 1441 IN RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407.7748078 FAX: 407.774.4078 www.ebdosigngroup.com AA .0003326 y �i r 0 O 8L7HDIV. de LOT: SILVERADO LOT 6 BLK 12 PRO""' 04128.001-06121 MODEL• 4EHB "2605-HAYDEN" GARAGE SVFMG: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE: oe/16/la SCALE: 1/4"=1'—O" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, Z ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 P8S36, .177" 'x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & REMARK DESCRIPTION i1) (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B.-TOP OF BEAM/B.O.L.-BOTTOM OF LINTEL/T.O.A. TOP OF ARCH/T.O.S-TOP OF SLAB ABBREVIATIONS E.E. -EACH END, O/C -ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. -THROUGHOUT MARK DESCRIPTION fe (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)AS (1)#5 N/A GROUTEDSOLIO BB2 MASONRY 3000 8x8 (i)#5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT je891 SAFE LOAD PLF TYPE BUB Nape MIMS VIII-M V' OF" &FIS-oe 0a OF32-TYPE _.._ .�. Rru LENGTH T-r (42') PRECAST 2231 4'4T (481 PRECAST 1986 4'4P (54') PRECAST Ism 5'4' (W) PRECAST 1217 5'-10' M PRECAST 1062 F-r (7r) PRECAST g06 r-r (90') PRECAST 743 9'4' (11r) PRECAST 554 10'-0' (12r) PRECAST 475 II'W (136') PRECAST 362 12'0 (144') PRECAST 337 13'4- (16D') PRECAST 296 14-0(168-) PRECAST 279 1*4r (17r) PRESTRESSED N.R. I&W (164') PRESTRESSED N.R. 1T4- (208') PRESTRESSED N.R. 19'-4' (23r) PRESTRESSED N.R. 21'4' (256-) PRESTRESSED N.R. 22'-0' C264') PRESTRESSED N.R. 24'-W (266' PRESTRESSED �0�®mom ��DOm oo��®mom 0�m�oov �000�00 ®®voom ®OmmOm �mmv©moo oo®o®moo OmmO��� oom�m®o oommm®cam ommm�oo oomm��o I�mmli�7m��J N.R. 120 250 450 1 ON 04 1 1002 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS T-r (42'7 PRECAST 1025 1024 ISM N0 (4r) PRECAST 765 763 13DO 4'4r (54') PRECAST 502 S91 1013 94'. (W) PRECAST 411 411 745 9.10- (70') PRECAST 340 339 618 6'4Y (7r) PRECAST S07 721 490 Tot' (90") PRECAST 424 S34 363 9'4' (112') PRECAST 326 512 230 10'4T (12r) PRECAST 204 401 160 11'4' (13r) PRECAST 260 452 164 17-W (144') PRECAST 244 402 137 IT-C (180') PRECAST 217 324 110 14'-W (186') PRECAST 205 293 1DO %-r (175) PRESTRESSED N.R. 284 91 154- (184'7 PRESTRESSED N.R. 259 83 17'4• (206•) PRESTRESSED N.R. 194 64 19'4' Or) PRESTRESSED N.R. 148 52 21'4' RW) PRESTRESSED N.R. 125 42 2ZO (2W) PRESTRESSED N.R. 116 40 24'4T (266') PRESTRESSED N.R. 1 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT IrmEzowm0mrommomm Nam ®mm�©00 �oo�mmo Elm EMT 10CM=27!N P",@"I = Omcz@Lamp@10cm 000mpKE" mmo ccc�1= "WIrQ� .1.01 ���1�.+*ems �.9a,70�1Q�IQ r�OW:RKMRN=N.'T%=*f' mmTmmm�.1 a 0Q31E^2'�i:}7'1�'1@�iZ�'1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE.CRETE DIVISION ACCEPTANCE #: 16.0126.03 5 6d—.. a. -- ;. ;— «e-----.-------gym.---4 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4". l'-O' i"I N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www.abdosigngroup.com AA R: 0003326 q O C 911733DIV. & LOT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODELe 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B D I- 08/16/18 SCALE: 1/4"=r-0" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 14 aD 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �\ PLACE STEEL HEIGHT. OF REINFORC NG (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND y>G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16" fp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WRH A LINTEL THE BOTTOM BOND BEAM . #5 CORNER BAR W/ 30" LAP FOR EACH OBE / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#`5 TOP OF THE LINTEL. 8" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. VERTICAL REBAR W/ 101' HOOK p,O��FrG Bx16 DEL BOND — TOP OF BEAM W/ (1) #5 BAR BOND BEAM QP 8 EACH COURSE •\O� 8x8 BOND BEAM TOP OF . • OR W/(1)#5 BAR .y BOND BE —AMA 30" TYPICAL I .�\Ok U . UNLLED FILLED GROW GROUT GROUT SOLID FROM TOP �I1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH /� # OF #5'S, IN 2ND BOND BEAM BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 6-1 T/1 M/ B 8x8 PRECAST CONCRETE NOMINAL LENGTH F BAR. WIDTH OF MASONRY CORNER 9 P HEIGHT # OF #5'S, TOP OPENING -2" BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM 8x8 PRECAST CONCRETE SCALE:3/4".1'-0" THAT XFXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4".1'-0" AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK MIN WINDOW SIZE 3001M N145 EMB DM NDT 1 SINGLE BOND BEAM 1/4') 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN 3 1/4" PRE -CAST iv � 2x6 (MIN 2 X 3) 23A6 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT i 14) 8" SLOPE FROM EACH END AND 18" i O.C. MAX. MIN 1-114" O " 't� EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE .145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4' 8" FROM EACH END AND � SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARDACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS 4 —SCALE:11/2'.V-0" ARCHWAY FRAMING DETAIL AT CORNER STEP 5 3 SCALE: 3/4".1'-0" SCALE: 3/4".l'-(" I PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF, BAR CONTINUES THROUGH LINTEL. I I I > I - SINGLE #5 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Pf�F FILLED CELL BOND. BEAM 0 II i II � II I�8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF BARB), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND.SEAM CHANGE LINTEL' CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4".t'-0" SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA •. 0003325 24 O O k73 SVEDIV. a# LOT: SILVERADO LOT 6 BLK 12 PROJECT# 041 8.001-06121 MODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B mm DA 08/16/18 14 SCALE: 1/4"=1'-0" aI;EET S AA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP OTC W/ (13) 1Od x 1 1/2" HDG NAILS. SMALL JACKS < ItMAY BE NAILED W/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Did x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RTt 6A OR LUGT2 W/ tOd x 1 1IT HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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-). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 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. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3)2"x5 y,") SYP. PAU46 W/5/8" DIA x 5" SIS3.1A PT., WOOD POST EXP. SOLT U: G: 1 GIRDER TO CMU WALL W/USP LGUM28.2 W/(4)%'x4" WEDGE BOLTS AND (4) W53 WOOD SCREWS TO GIRDER. 3 .t IIII II II II 11 1II III II II 1II 1II III I 11 11 II II 11 11 11 1I1I IIII II II II II II II II II II II II II II II II II IIII II II II II II II II II 11 11 II 4 4- I I II II II II 1II 1II 3211 4 I 12x0LWI D1 11 IWI I rIiIlIlI 1II1 IIII IIII If II 4 .t II 11 II II II It II II II II II SYR.1N0.21 II IIII II II II II II II II II II Iw°°°/ II II II II 8� toy II I1 n I I I n n I I SYP 0.n u n I I n n STU S@2 WD711 II IIII II II II II 2-PLY 12 C. G: 4922 LBS n I I I I a I I I I _-'---- _---' G:5326LBS 4 IIII II II II II II II II Ir 1 11 II S4 II II II DBLTUD I It 3 N II II II II I31I II II :_:_____ -- II II II II II II II II II II 4 - II II It II II It It II It II 31 II II II II II II II II II 10E — - - , / II II II II n It n It n n 3.1 ---- ' -�-- L-J" -- .t 11 POTAKERICATE�FLOOR II _ II II _II II II II _II II _II TRUSSES G 24 D.0 N II II II II I �, I II II II II I II II II II II II II II II II ___ __ II II II II II II II II II II II 11 II II II II II II II II II II II it II III II II II 1A T II 11 II 11 II 11 I 10 I II II 1-PLYV11111nil n II n 31345 LBS10A q IIInI11 709 LBSn 11 11 N — 3 .1 FIRST FLOOR FRAMING PLAN SCALE: 1/4" - T-0" 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdoeigngroup.com AA is 0003325 SILVERADO LOT 6 BLK 12 PROJECT 04128.601-06121 MODEL• 4EHB "2605- HAYDEN" GARAGE AWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 0 MPH EXP. B A-USP DTC TRUSS ANCHOR 13 (1) USP DTHA20 TRUSS ANCHOR (1 PLY) WITH (18) 10d x 1 1/2' TO TRUSS C- (2) USP TA20R TRUSS ANCHORS (2 OR MORE PLY) WITH (10) 10d x 1 1/2" NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) WOOD FASCIA SEE ICHITECTURAL 2x6 CURED W/ (2)16d ,LV. COMMON NAILS. 2 SECURED W/10d LV. COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) (1 OR MORE PLY) B ALLOWABLE UPLIFT. 2430 LBS (1 STRAP) (1 PLY) C ALLOWABLE UPLIFT . 2410 LBS (2 STRAPS) (2 OR MORE PLY) is ib is TYPICAL TRUSS/ SCALE: 4=1" GIRDER CONNECTOR(S) ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP TA20R TRUSS ANCHOR WITH (16)1Od x 1 1/2" NAILS TO TRUSS. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SEE ARCHITECTURAL 2z6 SECURED W/ (2)16d GALV. COMMON NAILS. L MASONRY BOND BEAM 1x2 SECURED W/ IOd SEE SCHEDULE GALV. COMMON NAILS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" (A) USP RFUS STEEL CONNECTOR WITH (4) 3/4"xe" WEDGE BOLTS AND (12) WS3 SCREWS (B) USP USC" WITH (2) 3/4"x6" WEDGE ANCHORS AND (8)16d NAILS (C) USP USC• WITH (4) 3/4"x6" WEDGE ANCHORS AND (8) 16d NAILS IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS 12 O/C A ALLOWABLE UPLIFT . 7810 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT . 10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT. 12643 LBS (4 WEDGE BOLTS) 2a 2b 2c TYPICAL ROOF 4= GIRDER CONNECTOR(S) It 1176 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 214' TAPCONS TO CONT POURED LINTEL # 180D UPLIFT (2) USP HT WM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 8 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12tl ® EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVERSTRUSSES) 4'4- O.C.(AT SHEATHING W/ 10dx1/2 HPG COMMON NAILS. SEAMS) 0'-0" TO 30'-0" (1) "X" BRACE @ EACH END TOTAL OF 10 30'-1" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/1 DIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ GIRDER FROM CENTER TO END. WASHER SETETIN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 FSECURE P.T. PLATE W/ 12d's 8" LOOR TRUSS STIFFBAT ER O.C. MAX M BOARD OR 1/2" HIGH TRUSS NG ) 2x4 SECURED W/ CLG. BOARD (2) 1 D (2) 10tl's @EACH TRUSS RUSS TO TOP PLATE wl(2) TO BE INSTALLED @ 10.- ..O.C. MAX. ILSOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20)16d x SEE SCHEDULE FOR 2z4 OR 2x6 WOOD BEARING 2-I/2" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a < 1/2" GYP. WL. BD. a # NOT USED BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:3/4"=1'-0" GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" # 4 FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3/4".1'4' (NO UPLIFT) DEPTH 1/4"D —HOLE EDGE >51" —HOLE DIAMETER <2/5"D SGL. STUD OUTER 113 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 BDALE:, ,/2"-i•-01 1/2"-i'-0" EDGE >5/6" HOLE DIAMETER <3/5'D DBL. STUD A - USP THDH28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"°USP WEDGE -BOLT, 5" MIN. EMBED (20) 16d GALV, COMMON NAILS AND (8)16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° USP WEDGE-SOLT, 5" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 24DO LBS, U < 25W LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28.2 G < 48M LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G c 4800 LBS, U < 2850 LBS W/ (4) 3/4"°USP WEDGE -BOLT, 5" MIN. EMBED (36) 1Sd GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER ATTACHMENT DETAIL SCALE: 3/4"=1'0 5'EDGE CENTRAL SPACING SPACING SEE SEE 5CHEDUL SCHEDULE S-E AMN IN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FROM AND REAR LEDGER SHOULD 0D g LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER Z THAN 6" O/C. 00 5. IN LIEU OF HILT[ PAF'S, 114" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SIZE BOLT SIZE B EDGE SPACM CEWW SPAGNO A DOUBLE 2x8 1/2" 8" O/C 16" C/C B DOUBLE 2z8 3/4" 8" O/C 24" O/C C DOUBLE 200 1/2" 8" D/C 16,1010 D DOUBLE 200 3/4" 8" O(C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 202 3W 6" CVC 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. (H),A�LTERNATE MATERIALS SCALE: 3/4"=1'-0" i"I N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngrouP.Oorn L AA #: 0003325 4 y BUDDIV. & LOT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODZI- 4EHB "2605—HAYDEN" GARAGE SVWG: RIGHT PAGE: DETAILS 50 MPH EXP. D � 08/16mm /18 SCALE: 1/4"=f-0" 8FIEET S3.1A FLOOR DECK .- 2x8 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" °x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 -- SCALE: 3/4"=1'-0 USP LFTA6 W/ (16) 8d COMMON NAILS 2, STUDS USP LFTA6 W/ (18) 8d EACH END COMMON NAILS, EACH FL#17241 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING t. USP SPTH4/SPTH6 BTM. PLATE STRAPS W/ 1 Od x 1 FLOOR TRUSS OR 1/2"HDG NAILS FL#17239 GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL Z SCALE: 3/4"=1'-0 DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1 Od @ 3" O.C. 1ST PLY INTO LEDGER AND 1 Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x8 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION O ; V1 = PER ELEVA ON ¢ 1X2 FIRE -STOP T 1 81 #B WOOD SCREWS : x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4" AS SHOWN USP A3 EA. TRUSS ''�I�y s /R NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE 7 SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 3l4"=1'-0" #8 WOOD SCREWS x Z' LONG @ 3" O.C.; STAGGERED HI AS SHOWN IN , DBL 2X8LEDGER IIj11N11 TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM pl REINF PER PLAN END W/ MIN 5.1/2" EMBED. FLOOR DECK fa PER ELEVATION !4„ O 3Z NAILNG PATTERN to O= PE EL NATION m- 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILERWI FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1'-T 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1Od @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: @ TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4)1;d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF 2x8; NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND fLR) 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5) i 2tl 1'•4" MIN. FROM 2ND. FUR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX @ ST. OF FLOOR TRUSS (BT. 2X8 IS FOR WALL 8" CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING SHEATHING NAILER) END W/ MIN 5-1/2" EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC !4„ PER ELEVATION PER ELEVATION LL O ; Az NAILING PATTERN N PER VATION a PER ELEVATION PER ELEVATIO 2x4 P.T, CEILING 24" MA PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASON RV NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) @12"OA. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA16 @ EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED.. BOND BEAM REO. TRUSS (VERIFY W/ i X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTAI6@32". TRUSS MAX. FL#17680 AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) #1768 FL 0 AT PARALLEL /PERPENDICULAR 5 SCALE: 3/4"�,•-0" (,���PRE-ENG FLOOR TRUSSES NOT USED PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX PERE EVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/W GYPSUM BOARD OR 1/2•' HIGH W! 1/2" DIA. ANCHOR BOLT W/ 7' A - USP MTW-12 U c 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH W/ (14).10d GALV. COMMON SECURE TRUSS TO TOP PLATE .1 (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX, B - (2)USP MTW-12 U c 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (ib) 70d GALV. BELOW FOR PLATE W! 12d's 8" O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 FOR SPACING. SINGLE CONCPLANS POURED BTM. PLATE TO BE PT. LINTEL INTS COURSE L PROVIDE DBL, TOP PLATE PROVIDE BLOCKING •p• USP SPTH4 OR SPTHB BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W! x 1 112" COMMON NAILS SECUREA SECURE BT. PLATE TO SLAB W/ CONTIOd SECUREDLED@ 0d's@EACH FILL ALL HOLES, DO NOT USE 10d x 3" WEDGE ANCHOR 2" WASHER SET IN HIGH STRENGTH q�� TRUSS/YYOOD POST CONNECTIONS TRUSS2x4 TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 16" j Oa 10b 10c OC MAX. SCALE: 3/4"=1'4" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °" 8 SCALE: 3/4"=1'-0" ° " TRUSS TO POST CONNECTION A - USP MTW-12 U c 1195 LBS W/ (14)1Od GALV. COMMON NAILS. FL#17244 • ! B - USP HTW-20 U < 2045 LBS W/ (20)1 Od VALV, COMMON NAILS. FL#, 7244 C - USP MUGT/PHD4A U c 3716 LBS MUGT TO TRUSS W/ (4)10d GALV. COMMON NAILS TOP, (8)10d GALV. COMMON NAILS FACE, (12) 10d COMMON NAILS BACK, (1) 518-A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#1 7240/FL#1 72419 9a gb POST TO SLAB CONNECTION SCALE: 3/4".1'-0" ABB - USP PAU44 POST BASE cU:2,265 G:6,775 W! 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE cU:2,265 GA 3.815 W/ 5/8 DIA. x 6" EXP. BOLT F1_#17239 C . USP HTT4 POST ON SLAB cU:4,465 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20) 16d x 2-1/2" NAILS TO POST. FL#17324 1441. N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407.774.4078 www.s bdeslgngroup.com L AA #: 0003325 y 0 sho C a 9 19L78DIV. ds LOT: SILVERADO LOT 6 BLK 12 PROJECT* 04128.001-06121 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B PRINT -1 DATIM 08/16/18 SCALE: 1/4"=1'-O" SHEET S3.1B 5'-8" 17'-4" 14'-0" 2'-8" WLA 1 4 J � W U U D O J � W A, V 10'-0 3/4" TOP OF DECK OPEN 0 a 0 -------------------------- i 5'-4" 7'-4" 7'-0" 2'-0" 21 8" 18 0" SECOND FLOOR PLAN SCALE: 1/4" - P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 w ww.a bdesigngroup.com AA A: 0003326 F m� io U 0 0 aj aUBDIV. & Lo SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODEL" 4EHB "2605-HAYDEN" GARAGE aWn-TG: RIGHT PAGE: SECOND FLOOR PLAN 50 MPH EXP. y F IL LAP TOP PLATE A MIN. OF 48" AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4" O.C. BTM. LAP TO OCCUR OVER STUD Fic 3/4"DIA. x B" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16" O.C. 4" MIN. CONIC. EMBEDMENT 2z HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE ix WOOD OR 1/2' PLYWOOD FILLER(S). NAIL ALL TOGETHER o. W/ 16d COMMON NAILS, w 2-ROWS, 6" O.C. In SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW SHORT 2x STUDS BENEATH WINDOWSILLS 2x MID -HEIGHT BLOCKING x� AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END a SIZE AND QUANITY a PROVIDE 1x WOOD FILLER(S). ❑e NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" USP RT16A W/ 10d x 1 112" Mid O.C. GALV. COMMON NAILS, FILL USP SPTH6 TOP S ALL HOLES BOTTOM STUD PLATE FL#17236 4'-0" MIN. TOP PLATE SPLICE TIES W/ 10d x i 1/2' GALV. AND NAIL W/ 15d COMMON COMMON NAILS FILL EVERY NAILS, 2-ROWS, 4" O.C. HOLE. DO NOT USE 3" LONG 1 NAILS FL#17244 BTM. MEMBER OF TOP —� PLATE SPLICE MUST LSTA12 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (5) EACH END TOTAL OF 10 —4" NAILS. APPLIED TO INSIDE FACE (1) 2z FLAT TOE NAILED TO TYP. ONLY FL#17244 JACK STUDS EE SCHED OR # STUDS g UNDER FADER SEE SCHED FOR # FULL . HEIGHT ..... .... . ' .. 2x STUDS .. .......: .... . 4" X" �F `� 4" ''�` 3X3 OVERSIZED WASHERS PLACED 4" " TYP 32" O/C 6" MIN CONC.EMBED. TYP. P. TYP. 16" MAX. PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" Cl DBL. TOP PLATE CONT. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.0 (1) 2z6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 8" O.C. 2x8 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.C. SINGLE BTM. PT PLATE 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 16" MAX. (3) 2x12 HEADER PROVIDE DBL. TOP PLATE 112" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6" — — �c- O.c 12 2X10_+ LAP TOP PLATES AT CORNER, (5) 2z STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 18d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER HEADER SIZE SPAN (2) 2z6 (3) 2x8 12) 2x8 (3) 2x8 (2) 2x10 (3) 2x10 (2) 2xl2 (3) 2x12 I STUD SPAONG 018.O.C. STUD SPACIM O W O.C. 0 2 ft 2 2z4 2 2x4 2 2x4 4 3 x4 SPAN KINGS SPAN KINGS 2x6 z6 2 x8 ) 2x8 (3) 2 W n 0.2 ft 1 0- 2 ft 1 3 - 4ft 2z4 2x4 2 2x4 2 2z4 2 2z4 (3, 2z4 (3) 2x4 2x6 2x6 2 2x6 2) z 2x8 j O 3 - 4ft 2 3 - 4ft 2 5 - 6ft 2z4 2x4 2.4 2 2z4 2 2z4 2 2z4 2 2x4 2 2x4 5 - 6ft 3 5 - 6ft 2 2X6 2xll 2x 2) 2x6 (2) 2x8 (2) 2x8 7 B S 9-10ft 3 5 7- 8 fl 9-loft 3 3 7-8ft 2z4 2z4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 6 x8 2 x z 12)2X6 ygxe x 2z4 2x4 2x4 2z4 2 2x4 2 2x4 2 2x4 2 2x4 10 - 12 ft 5 10 - 12 B 4 9-10fl U z6 2x6 2x 2xr xgx 2z 2x8 10. 12 fl 2x4 2z4 1 2x4 1 2z4 1 2x4 2 2x4 2 2x4 2 2x4 2x6 1 2x6 1 2x8 1 2xe 12 2x 8 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL I SCALE: 3/4""1'-0" TOGETHER W/ I UGG I HtH W/ 12d @ 5" O.C. 12d @ 6" O.C. PROVIDE (3) STUDS @ CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 EXTERIOR M S ONRY / WOOD CONNEC 1/Z' DIA. USP 725OSD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND i 6" O.C. FROM MAX NAIL STUDS TOGETHER W/ F_;1 12d @ 12'0.C. B 1/2" DIA. USP 725DSD BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX PROVIDE (3) STUDS @ — CORNERSLAPTOP PLATE MEMBERS NAIL STUDS — TOGETHER W/ 12d @ 6" O.C. PLYWOOD SHEATHING, SEE — "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE"C3 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407.774.4078 www.abdesigngroup.com AA P.0003326 bj U b 0 A BVHDN de LOT SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 UODEL: 4EHB "2605- HAYDEN" GARAGE StIIMG: RIGHT PAGE: DETAILS 50 MPH EXP. B DATE- 08/16/18 SCALE: 1/4"=1'-0" SHEET S4.1A SECOND FLOOR DOWEL PLAN SCALE: 1/4" . V-G" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdeslgngroup.com L AA 8: 0003325 1a 0 V O F BtMDIV. As LOT SILVERADO LOT 6 BLK 12 PROJECT 04128.00t-06121 MODEta 4EHB "2605- HAYDEN" GARAGE BVnNG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. B DA rr OQ/18/I F-ppmSCALE: 1/4"=1'-0" BHEET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2"HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 112" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 (41. 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 1`81336, .177" • x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM V-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 10 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B.-TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL / T.O.A. -TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. -EACH END, O/C -ON CENTER, F.E.S. -FROM EACH SUPPORT, T.O. -THROUGHOUT MARK DESCRIPTION (psi) �'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8xi6 (1)#S u. N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1) 45 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADSFOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 'G99n SAFE LOAD - POUNDS PER LINEAR FOOT �1/FGMfa SAFPL OAD 0'/ -f9a �/' SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 eFeaeLanz eF160e et2009 e6M41e ec7sae aeaz-0e TYPE LENGTH 8U8 BF9 RCMU TYPE LENGTH *I-1T eFfiar ew2-11' e612ar WI&IT erlear WWT ereaxr WA44T erz4-27 P".%1T a32c3f 0eaa1T e33z-zr TO (42') PRECAST 2231 3'$' (42� PRECAST 1026 /024 1588 3'43' (42') PRECAST IIN Mw 36M 4304 mM 6132 Trot 15ee ON 35M 4304 e35/ 6132 Trot 4'-0" (4•) PRECAST 1886 W-V (481 PRECAST 785 763 1309 4'-0' (48-) PRECAST 1303 IM 30ro 3e15 4570 SMa am 1313 aro 3060 3615 4570 5M8 IOW W4T' (64') PRECAST iS99 '.. 4'41' (54-) PRECAST 892 691 1073 4'4i' (51� PRECAST 1207 2010 2707 33W 4M3 nti 63M 1107 2040 am 1375 4043 4111 5379 6'4• (64•) PRECAST 1217 ', 5'4' (647 PRECAST 417 411 745 6'4' (64� PRECAST 101e IT 9276 Mile 33W 3ee1 4M 1016 1716 aW MM 33M WH 4622 5�10' (70') PRECAST 1082 6'•10' (70') PRECAST 340 339 818 6'-19 (70') PRECAST em 15R 25w 3107 3m0 4133 Me /667 25eo 25M 3107 3W 4133 OW (7r) PRECAST 908 6'4T (78') PRECAST 507 721 490 94P (70") PRECAST e35 140 1 23D 3WI 3112, 635 U07 1em aW ITO 3291 V12 T-r Mn PRECAST 743 T4{' (90') PRECAST 421 834 383 T-0' (90") PRECAST rn 1 / 2me as Sae rn 12M t6M 2me 24Me Zen Sae 94' (11r) PRECAST �,1 94' (112R PRECAST 328 512 230 9.0 (112R PRECAST MI W6 it 1474 tM 215r 26ro !1 an 1118 1- 1Me aM 2114 IV- (126) PRECAST 476 id-r (12n PRECAST 284 401 180 tp-0' (126') PRECAST Me ttM u61 t 2W7 6ro M6 1110 1472 1703 9006 2340 11'4• (138') PRECAST 382 11'4' (138') PRECAST 280 462 1W 11.4' (13M) PRECAST 474 6M am 1037 1a 1M 17e3 4a WT 1042w 1372 , IMs 1M6w 2167 17-W (144R PRECAST 337 170 (144R PRECAST 2" 402 137 17-0- (144') PRECAST 470 4w M. aue 11 1 lmgl 4W e6o ea 13m 1 1n51, ime IY-V (189) PRECAST 298 134' (169) PRECAST 217 324 110 IY-r (160') PRECAST 41e 366 em fee 064 11 ta3 425 400 7e0 11m 147 1661w 1Y'7 14'-0' (188� PRECAST 279 14'-0' (168') PRECAST 206 293 100 14'-0' (188� PRECAST 844 3N 6ro 121 Me 1 1220 N0 426 H7 w 10M 1 1 16m 141HY (17r) PRESTRESSED N.R /4'-0' (176R PRESIREB8ED N.R. 284 91 14'a' (17n PRESTRESSED Mm 2M 334 316 mo 03 6W MP1 m5 M. 151 1131 1- 16'4' (184� PRESTRESSED N.R. i54' (184� PR�7RESSED N.R. 259 83 1S4• (1841 PRESTRESSED 2M M30 313 3Y 4ee 616 mf em 7M 1 M1 1 tOM 161e 1T4• (m8') PRESTRESSED NA 1T4' PRfi87PE9SED N.R. /94 E4 1T4' ( R PRESTRESSED 1e7 1m 293 3m 4m M6 m1 740 83e TM 1a1 an M73 194' P21 PRESTRESSED N.R 194' (23Y) PRfaTTRESSED N.R 148 52 /94• l�9 PRf5t7RE88ED tee 1e6 229 2m 346 420 u7 ea o MT M1 M7 1 747 ad 12a 21'4- (258') PRESTRESSED NAL 214 ( PRESTRESSED N.R. 125 42 21'4• (258-) PRESTRESSED 142 2M 3m 303 4e0 eee bee 142 a2 M w Wt M5 im 27-0' (284") PRESTRESSED N.R 22'-0' (MR PRESTRESSED N.R.118 40 22'-0' (2M') PRESTRESSED 137 1m m 379 4m 6U sm 24'-0• Mr PRESTRESSED N.R. 91 39 24'-0' (288R PRESTRE88ED IV tM a3 1W 26e 2n Ma 342 • 41e ea 402 ee0 eel 2N.W (28e9 PRESTRESSED N.R. 1a a0 4w eM eM 10eY 1aM 1M 2m 31e 4e6 M rn m (e) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (0) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT RESAR. • ALL VALUES TAIOitt4 FROM'9AFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR IXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE 6: 19-0126.03 o��v�o ®�i00® oo�m�m� m�®moot/ ®�ivivivm 0®omo �m000�o ommoo ommoo� oommo®v oom0�oo ��mmm00 ��m�ml�i0 fAi0�i00i0 i0 D�Q�DiO DDi0i0i0i0i0 �+__--,________________-.....�..---- l 8F16-1T/0MIO3 8F76-1T/0M/0B 1 w 1 ww b i ww � i w l ww l w i w GT w ---____________________!� 6F16-1T/0M/0B ! i !I 1 l I` 1 !r 1 ! i ! l ww !♦ w ! w I w ! w ! ww !I U.N.O. PROVIDE BB2 WHERE ® ! ROOF TRUSSES BEAR, % O TOP OF WALL EL 18'-8" w ! w ! ! O w O w ! w O w ! w4 !! I w !`r www ® I--� w !` I I we ! w ! w a` r� l l GT w i i r r !rI www , 8F76-1T/0M/0B 2.1 i I` 8F16-IT/0M/0B 8F16-1T/0M/OB 8F16-1T/0M/OBw l iI w ----------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" -1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 1aww.abd4esigngfouP•00m AA M: 0003325 J 0. 4h b 0 V 0 F av$a;<v as LOT: SILVERADO LOT 6 BLK 12 PROJECT,j1 04128.001-06121 asoaE><.. 4EHB "2605— HAYDEN" GARAGE 9WINd: RIGHT PAdE: SECOND FLOOR LIFT BEAM PLAN 150 PH E B DATE: 08/16/18 9IiEET s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP OTC W/ (13) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/T' HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" 'x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5DO 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 / 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. COLUMN SCHEDULE MARK: SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6(3Ye"x5Ye")SYP. PAU46W/5/8"DIAx5" 5/83.1A PT., WOOD POST EXP. BOLT 2 PLY U:-2072 G: 3113 2 PLY Ur1600 G:3800 I 2PLV 1A U:.1 443 •1 G: 2850 I L------------------------� ROOF FRAMING PLAN SCALE: 1/4". V-0" 2 PLY Ur2040 G:3084 U:9w G2100 1 PLY U:-1050 G:2WO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774.6078 FAX: 407-7744078 www.abdosigngrouP.mm L AAIh.0003325 J OVHDIV. & LOT: SILVERADO LOT 6 BILK 12 PROJECT# 04128.001-06121 MODEL" 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B WHEN INSTALLING (1) USP (i OR 2) USP RT16A RT16A ON THE INSIDE TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL. (1 OR 2) USP LUGT2 HDG NAILS TO TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE TRUSS TRUSS 10dz3"HDG NAIL PER MANUR SPECS. "ROOF/WALLIFLOOR 10dxl 1/2" GALV. COMMON "ROOFMALL/FLOOR SHEATHNAILS NAILS, FILL ALL HOLES. SHEATHING TOP PLFIRST ONE FASTENER FASTENER SCHEDULE" FIRST ONE FASTENER SCHEDULE" APPLIEINSIDE FACE APPLIED TO INSIDE FACE OF WAADDITION, OF WALL. IN ADDITION, ADD (4TOE-NAILS, 2 ADD (4) 16d TOE -NAILS, 2 EACH OF TRUSS. EACH SIDE OF TRUSS oCaONNECTOR 2x WOOD FASEE NNAILS. 2x WOOD FASCIA SEE PLIFT ARCHITECTUR6 ARCHITECTURAL 2x6 OT SHOWN SECURED W/ ( SECURED W/ (2)18d FOR CLARITY (SEE SHOP GALV. COMMOILS. ENGINEEREDWOOD GALV. COMMON NAILS. ENGINEERED WOOD DWGS.) 1x2 SECURED d TRUSSES @ 24" O/C, lx2 SECURED W/ 10d TRUSSES @ 24" 0/0, GALV. COMMOILS SUBMIT SHOP DRAWINGS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS FASTEN EACH STUD TO 12"O/CFOR REVIEW 12" C/C FOR REVIEW DBL. TOP PLATE W/ USP ANDAPPROVAL ANDAPPROVAL SPT24 NAIL PER MANUR SPECS. 2xS 2x STUDS 2x BLOCKING 2x BLOCKING AT ALL SEAMS AALLOWABLE UPLIFT.1160 LBS (1 STRAP) AT ALL SEAMS A ALLOWABLE UPLIFT. 2260 LBS(1 STRAP) TOP PLATE ROLLOVER B ALLOWABLE UPLIFT. 2320 LBS(2 STRAPS) 8 ALLOWABLE UPLIFT. 4520 LES(2 STRAPS) STRAP DETAIL 3 SCALE: 3/4".i'-0" A NOT USED TYPICAL TRUSS/GIRDER CONNECTORS n n TYPICAL GIRDER/TRUSS CONNECTOR(S)`Y is 1b 2a Zb SCALE: 3/4".1'-0" SCALE: 3/4".V-0" PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY)D ------'-�—TRUSS (TYP) O O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN SECURE 2x PLATE TO WALL W/ 318"x6" THRU-BOLTS @ 32. O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ USP HGAl0KT @ 24" O.C. MAX 2s STUDS CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'4 O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x STUDS 5 GABLE TRUSS @ FRAME WALL L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH; 407.774-6078 FAX: 407-774.4078 www.abdatigngroup.com AA #: 0003325 6 b O O L qq F 9UBDIV. & LOT: SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODEL• 4EHB "2605— HAYDEN" GARAGE 8wiNG: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE oa/is/I SCALE: 1/4"=1'-0" SHEET S6.1A. ti (TABLE - END i e� � K HIP ROOF ROOF WIND DESIGN PRESSURES NET MROSS) ASCE 1 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 .33.53 PSF (43.53) .A; 4'4' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/16' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. f_� ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR. SHANK Sd RINGSHANK, 21/2" 0.120" 170,000 (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0,120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING ATV 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1639 SPACES AT EACH END. RAFTER OR TCH_ICRUSS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. ., TOP & BOTTOM EDGES ., 0 D w CD LL Z . g0 W O ID @ J . Z0 z 1 z z Z J Q Y 7T I W (Wry DO U MI Uw to $LU OL ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 6tl RING SHANK GUN NAILS @ 6" O.C. IN FIELD TYP. EXT. SHEA HI G ATTACHMENT FOR ROOF SHEATHING (O.S.S. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ IT O.C. IN FIELD Or 8d x 21/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.S„(N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 316.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICA71ON FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TE-DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psi TOP CHORD ­M 10 psl BTM CHORD-norvconCUReM DEAD LOAD DEAD LOAD 15 PSI TOP CHORD 20 psf TOP CHORD (7 PSI w/ ASPHALT SHINGLES) (10 PSI W/ No GYPCRETE) 10 Pal BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpSf ael nnAry 1 Ivc 1 nen Rn .,er WIND: DEAD LOAD SPEED .150 MPH 3-SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTALTO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. 8140P DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. 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 CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MD( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S+/- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE F EWIRBAEMS OF ACI 301 AND ASTM C44 OR MEASURING. MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATERIS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MNUTEB, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OIMER$ REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDJOR WEATHER 1.11I FOR05 AND SMALLER YFOR OP AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1412-FOR BEAR AND COLUMN PRIMARY REINFORCEMENT. TES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 310. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NONHBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. RD .1100 PSI AND A MODULUS OF PROVIDE SUL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON ELASTICITY . 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 61NCHE9 AND SEALED WITH ADHE9NE7APE. 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 FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" 06 BAR - 36" 05 BAR - 30' 07 BAR - 42" PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR STRESSGRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL?LATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPIM?CA SCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASSA-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR S1ZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm .1600 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHE RWISE L ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" EC ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USA STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" 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 REINFORGNG. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy . 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B. Fy . 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy . 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION sin TYPE SPACING Rumm APPLCA- SIZE TYPE I .-IND -A. f Q PT FURRM TO CASE HAROENEDCOIL E^ OF GAPAOE DOOR _ SEE DETAIL BEE DETAIL BEE DETAA $EE DETAIL MASOJRYICONC. NAIL IYY LONG, 7D MASONRYAIONC. SEC. AL. EXT. COOPS CASEHARDENEDCOM "DO WINCOWIWON FASTENED DARAGEOOOR&ICK SEE DETAIL SEE DETAM1 SEE DETAIL SEE DETAIL ,EPTSEEWTE. NAIL, -LONG. STAGGERED IMOAMBONflWCONC. TO MASONRY/CONC. WINDOW BUG( CASE HARDENED COIL P"GO WINDOWICOOW FASTENED MET&STRAP TO CONTACT THIS ENGINEER FOR SPACING 19PT,SEENOTE8 NAILI II2°LONG. STAGGERED Iwo MAEONAYICONC. MASON.YlCONO REQUIREMENTS EXT. 6WIAO DOOR tld"° 'TAPCOM 12"GG t tIT EMBED, d' END. -SEARING WOOD 11'° EXPANSION R6 d' EMBED. VEND BUCK h PT, SEE NOTE a NO WASHER FASTNER DIST.,, III EDGE DIET WALLTOCCHC.- WI WASNER BG.T DIST., 9' EDGE DIST. . PT WMDGW BUCK 0.19E°PAFE 2,IC 0'OC I- END, DWI, 11/Y PTTOSTEELCOL.,SEE WlwAaIER STAGGERED NOTE. EDGE DST. lES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS 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 SPEOFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED A80VE 8, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 a evEDIV. 8g I.oT SILVERADO LOT 6 BLK 12 PROJECT# 04128.001-06121 MODulu 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B ol D TE /16/18 '1Ms N1 I# :7