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HomeMy WebLinkAbout7142 Silverado Ranch Blvd99 99 2(0)05 O4EHB -HAYDEN ALL V'�ORIC SHALE_ �:O�iPI.Y �QDE,REVAILING ALL_ CODES FLORIDABUILDING NATIONAL ELEc-rRic CODE, OF ZEPHYRHILLS AND THE CITY -- ORDINANCES HOMES REVIEW DATE OCT 1 . 1 19 CITY OF ZEPHY PLAN EXAMINEZEL 12602 TELECOM E:)FRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. 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 8TH EDITION (2017) • FLORIDA FIRE PREVENTION CODE 8TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH • EXPOSURE - B�d=116 MPH •1—STORY RESIDENCE — •2-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL AND STATE CODES A/C ABOVE MFR. MANUFACTURER ,vc AIR CONDITIONING Mw. MINIMUM ALT ADJUSTABLE E M.T. METAL OUNTEDTHRESHOLD ALL. ALTERNATE MTD. MOUNTED AMP. AMPERAGE MTL. METAL BD. BOARD N.T.S. ONOT TO N CL CENTERLINE O.C. ON CENTER TNE CAB. CEILING PL PROPERTYUSHHTTO CLG. CEILING P.B. PUSHBUON GLR. CLEAR PH. PHONE CONc. CONCRETE PIT. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC THE PPAIR D. DRYER P.T.TPRESS RE TREATED DD.G. O. DUAL DOUBLE R. RISER GLAZED RED. RADIUS DIE. DIAMETER RA.G. RETURNAIRGRILL DIM. DIMENSION REF. REFRIGERATOR DISP. DISPOSAL RM. ROOM DP. DEEP 0.0. ROUGH OPENING DR. DOOR S.C. SOLID COREEXTDR D.S. DOWNSPOUT S.D. SMOKE DETECTOR DTL. DETAIL S.H. SINGLE HUNG D.W. DISHWASHER SHTHG. SHEATHING ELEV. ELEVATION SHWR SHOWER EQ. EQUAL SIM. SIMILAR SL. SLIDING EXH. EX EXTERIOR Fxr. EXTERIOR SL. TD. STANDAGLAss F.GhX. FIXED GLASS STD. STANDARD F.G. FUEL GAS Sws SHEAR WALL FI. FINISH SECTION FLR FLOOR TEMP. TEMPERED GLASS FL It FLUORESCENT THK. THICK FP_ DR. FRENCH DOOR TO TOP OF CURB FIG. FOOTING T.O.P. TOP OF PLATE GA, GAUGE T.O.S. TOP OF SLAB GAR. DISP. GARBAGE DISPOSAL TYP. TYPICAL G.P.I. GROUND -FAULT U.N.O. UNLES&NOTED CIRCUIT INTERRUPTER OTHERWISE GL. GLASS V.P. VAPOR PROOF GYP.BD. GYPSUM BOARD W. WASHER H.B. NOSE BM W/ WITH N.C. HOLLOW CORE WD. WOOD "DR. HEADER WDW. WIDOW HOT. OR HT HEIGHT W/H WATER HEATER IINST. INS N W.I. WROUGHT IRON UM ILUMRiOOus M.C. MEDICINE CABINET DATE DESCRUMON 2-STORY cral coHvERBION ARCHITECTURAL SHEET DESCRIPTION OIA3/IS DID BET I881SD PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FIAOR PLAN PG A3K-FRONT &REAR ELEVATIONS "K" PG A4K-LEFT &RIGHT ELEVATIONS "K" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG M1-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAS -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8-WALL ASSEMBLY DETAILS 01113A8 ADDED ELEV. 'J' 4 K' WITH 810ING PER MARK DOWER 024M DID BET RE-188UED 04 FOOTMG REVISIONS PERM DOWNS 04/16/18 I-JOIStBINCORPORATED MTOMASTERFL�W 0646/10 CONSTRUCTION DOCUMENTS RE-188UED OSIfi/IS ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL � DETAIL- 'ADDING DAR ro BOND REAM' ADDED to S12A EMS PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 03rM REVISED LINTEL SIZE AT FRONT ENTRY DOOR >f S .I'T. CALL. 3 04416/I9 UPDATED LEDGER BOLT SIZE 4 8PACMG 06/WM REVISED I -JOIST LAYOUT IN RR LNMG IJ04 SQ FT. WFLR LIVID I SmI SQ. Ft. TOTAL LIVNG 2;6mS $GL FT. GARAGE 431 SO PT PORCH ELEV'S W DI SQ. PT. TOTAL ELEVS W 3,1" $0. FT. 840PATIO w ea FT. 06R�y ADDED LED LKi M TO KITC4 04 1 BAiHR00M8 PER MAR, BODES 01/23/1% ADDED STONE OPTION TO ELEVATIONS Y•','H','J K' STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SB-ROOF FRAMING PLAN PG SNI-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 Rn's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES No RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET, 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750. PH: 407-774-6078 FAX 407-7744078 wwwabdesigngroup.com L AA N: 0003325 A BS $ 3 SvBDIv. ae LOT. SILVERADO LOT #26 BLK #7 PROJECTAt 04128.002-26071 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: COVER SHEET 50 MPH EXP. BJ r A�i *TECrr: 1 I ROLMD A. ABOUCFIACRA D � 08/20/19 SCALE: 1/4"=1'-O" BIiIEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 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) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 11301.2.1.2. 81TE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING B EXCAVATIONS TO BE A MINIMUM OF 3'• 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS, B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET S. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI, 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 A APPROVED BY 7 1 1 ( U ) S 0 HE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %: PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINNIM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FIRE RESWTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwzbdeslgngroup.com L AA N: 0003328 yh �i if Y � S�y�yII 4 A 1�89{ w ull, !;4f) ounDiv ae r or. SILVERADO LOT #26 BLK #7 PROJECTIp 04128.002-26071 moDElu 4EHB "2605-HAYDEN" GAR/,GE 81117NG: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. Bj DAl&* 08/20/19 SCALE: 1/4"=1'-O" 8imzT GN PATIO 9 9 -4' -OVERHANG r-------- OF ROOF FN.B. 3052-614 6 8G.D.I (2) 3052-SH E88 I 71'-4' I I DPW s BEDROOM #2 0 ROOM I - UMQ a' -a' cLG _ 81-V CLG. ROOM V-8' CI.G. v 'I'-2' 3'.8' 5'-8' 3'-8' 6'-10' 3'-8' T I I 1 1 AI (2) 2068 O10 1 I v POST -- --- IR-ISH II - "' • fl VIGIV- II I CIV BATHl/ I �8 1 V41 CLG. io I QM 8'G. � W-0' 1-8 5'-4' 5'-4' 3'-4' 5'-8'x 3' 2868 8C STAIR DATA 20 MM. :r REF fJ 3.5H c;r --- ARCH 5 TREADS • 10' BOLLARD — B AS . PER SLOG. II CODE III GARAGE I= ClilV s FOYER a-8 CLG. � W-V cm III " m W-V a& s 111 3068 m wnr III TRANS 2'-10' ib'_0• '-10' . s r� (2 2- 9 8'.8R� I6'-0' X I'-C' OJd. 1 -------------------- s o FIRST FLOOR PLAN SCALE. 1/4' . 1'-0' NOTE:2-6TORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE i RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN AW (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146Y39m) THICK, OR 20-MMUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN bq'(12.Tmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(&bw) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. F5CR 2011 l6TH ED.J 302.1 DOM+ MAIDOLMOW DLOMS elec aaD Ela'OaIE Fqi a aeoow aue18 QP8lIm Sam ZONE 1IIIFNwIDW IB = m7IFE FOWAN MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SGD. MIN, 41 5 23/-21 CRITERIA 16010 O.H.D. 112 S 20.1/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT - 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 HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONOIILDAlEwM SQ.FT. CAM'S IST FLR LIVING IJ04 SQ FT. 2ND RR LIVING 1,801 SQ FT. TOTAL LIVMG 2,600 SQ. FT. GARAGE 431 SQ FT. PORCH ELEVS K' III SQ FT. TOTAL ELEY B K' 3,53 SQ Ft. Bzl® PATIO 80 SQ FT. MASONRY/FRAME WALL LEGEND W-8® L UND ON PLANS BRG HGT. VARIES 8' BLOCK WALL UND ON PLANS 18'-8' ERG. INTERIOR LOAD BRG. WALL UN.O. ON PLANS 4' INTERIOR O LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOOM TO BE -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd•signgroup.com k AA a: 000332E Is $ 3 �i o 14 tf► an r� 8tT18DIV. Se TAT: SILVERADO LOT #26 BLK #7 PROJECT# 04128,002-26071 MODEIe 4EHB "2605—HAYDEN" GARAGE BIWING: RIGHT PAGE: FIRST FLOOR PLAN 50 MPH EXP. ROLMO A 1 SCALE: 1/4"=l'-0- 1 Al C DE+L. TOP PLATE 9 M �AR DETAIL r DTL. (�,--,-�)LAIRJCH E:IR'-1'-0' 42' R FMLF WALL UV CAP (2) LAYERS OF 3/4. PLYWOOD 3/4'GLUED D 8CFSUB FLOOR OR (2) LAYERS OF 3/4'RIPS 81Z GLUED 4 FASTENER O FLOOR MATERIAL RIPE FOR/ SCWNOULTEEMIR SOLID air.... 10'-0 3/4' 2ND FM. FLR V-8' BRIG. MGT. SECURE TREADS TO 6TRWAft WX3)% 3' SCREM • EA 6TRINUR, UNTMREADED 6FIANC TO EXTEND DEYCt0 TNICI MSO OF SIE-h100R 6NEATNPYs PRE-ETNG D \ — — FLOORING SYSTEM (SEE FLOOR \ FRAMING SHEET) \ \ 4' KICK r nax ST�AI `Re RIWFIS TO CONFOIW1 TO FOCR 6TI4 \ PLATE O81NG EDITION (2011) \ 10• MIN TREA0.10' MAX RISER•1 3/4' 3/16' STAIR DATA: \ MIN. MAX CA T TO 19 IN I OTHERISERSAnRlAD6 5 T • lS4AD$ 'Ir AOJACENN IN EACH SE 3/S' MAX IS TREADS • S T O R . ` VARIATION M ANY SECTION O'_ HANDRAIL 0•- I' NOSING .1/4' Oft RCPO"OAD SECTION DNA TO GE I V4' \ I/4. OR PRONDE RGUIVAUNT GRASPAISILITY WINDERS- MIN. WDE • STRINGER NARROW ED MIK II'WDTFI 012'FRCFREINFORCED \ II12X4 6" \ NARROW END 34' MM. HANDRAIL MUST. IWCONT. BEAD OF ENCLD AOCESVISLE SPACE UNDER STAIRS SHALL HAVE WALL6, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED 61DE WITH 1/2' GYPSU'I COARDS. FISCR 302.1. SUI3-FLOOR ADMIRIVE \ PL-400 OR DMILARE • EA HORIZONTAL RIII \ 2 X 4 RE-IFOIRCING --' • EA 2 X k STRMGER SECURE UN2d 6'-V O.C. STAIR SECTION C llllSCAL i MASONRY NAILS • 2X4 P.T. 6LEEPER INTO 6LAIS WTMN S' OF EACH END, 32' OG. MAX �. V tlj THE CLEAR SPACE BETWEEN 1/2' THE HANDRAIL AND THE ALL N. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R310B2 W/ 2X4 RE.W-ORCMCa 42• H. IR NOTE: WALCAP RETURNEID E APO THE ALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A �- DIAMETER OF Ij'3 2' OR A NONCIRCULAR GROSS SECTION WITH A �o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND gm A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8,1 / F.B.G. 201-1 HANDRAIL SECTION D WAND i44i N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774.6078 FAX 407-774-4078 www.abdeslgngroup.com AA #: 0003325 J f o 5 ~ 0 9 R jLL BVHDIV. aI: LoT SILVERADO LOT #26 BLK #7 PROJECT# 04128.002-26071 MODEIa 4EHB "2605- HAYDEN" GARAGE 8TIIII'iG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 50 MPH EXP. JW PIUNT DATE, 08/20/19 SCALE: 1/4"=V-0" 8HEET A1A —_ ffw iwf mm!"g-tlov I a 1#..f..� f41g ��•� �������� •ice Oi Oi I 0� r. r0 r•� i•: MME owmssum cl X. X �r SECOND FLOOR PLAN ALE. 1/4 • I'-0• M N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX- 407-774.4078 www.ebdeslgngroup.com AA B: 0003325 b3 81 Y a � 5 Za J � 1(sQNy Q ��BQ$ aummv. ee XOT SILVERADO LOT #26 BLK #7 PROJECT# 04128.002-26071 MODEr1 4EHB "2605—HAYDEN" GARAGE 9wsr7G: RIGHT PAGE: SECOND FLOOR PLAN 50 MPH EXP. ARCHTECT= BTATE OF FLOf1DA �r 2 A ABOUCHACRA DAB:, 08/20/19 aCAis 1/4"=1'-0" aHEET A2 SHINGLE ROOF FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT FYPON BKTIIXIT OR EQUIVALENT 18'-8' 2ND J., I.M. 4' RAISED BAND 6' RAISED BAND rTY 10'-0 3/4'/4' 2ND FIN. FLR W-8' BRG. HGT. 1 I I' •6 ENTRY _ —T TYP. 4' RAISED 1 I BAND (TYP.) 8' RAISED BAND (TYP-) 0'-0' FIN. FLR_ _ 26'-8' BLDG. HGT. -- ----------- SHAKE SIDING ,y AS SPECIFIED (TYP.) 6' TRIM BOARD 6' RAISED BAND 4' FREIZE BAND (TYP.) 2ND FLR. -ERG. HGT. FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT S FYPON 16'X62' DECORATIVE SHUTTER OR EQUIVALENT 6' RAISED BAND . 10'-O 3/4' -2ND FIN. FLR CLG. HGT. COACH LIGHT 0'-0' FIN. FLR AREA OF ATTIC • 1585 SQ FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA • 1585 /300 = 5.28 VENTILATION AREA SO. INCHES PER FT.(144) • 760.8 SO, IN. MIN. REQUIRED VENTILATION . .5X 760.8 IN UPPER PORTION OF ATTIC - 38114 SO, IN, OFF RIDGE VENTILATION AREA = 118 SO, IN. PER VENT 3814 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, -S THSE OVERHANG EXTERIOR OF WAI I — EXTERIOR OF WALL,NO OVERHANGI NCLV.. 18'-8. 2ND FLR, ,L18'-8' 2ND FLR B� - - BFia. NGT. 1 I I-0' 1 I E: I I I I I ( } ? U2' THICK 2 COAT CEMENT FPLA6TER APPLIED I I. r ~ A r' ~ DIRECTLY TO MA60NMY I I 4'x4• GALV.'L''TYPE I I _ _ FLA64ING SET IN 10'-0 3/4' 2ND FLR , I I ,LIO'-0 314' 2ND FLR Romm CuleNT FUMPMASS SHNGLEO OVER 90 PELT 2X6 GYP PT LEDGER w/ FIN. FLRIBRG. FKsT. --7 --- --------------------' --- FIN. FLR/BRG. HGT. PAPER ON VI6.OAD. 8FlATHNG OR _ 62'XV TNREADED ROD 32' 8'-8' CLG. HGT.�, I I d V-8' CLO. I-IGT. N' COX PLYWOOD 6E0U!!D PER O.C. 4 WTHIN 6' OF EACH �-_-_-_-_-_-_-_-_-___-___ -_ ___ __ NAILNG GCWEC-ULE END MAX 6ET N 6R1P80N 48 I I '0 FM RRD[PER ELEVJ 14pN 6TRENGTH EXPDXY I I ■ L6u-26 TYP. I I 7xi 6YP R41REI16 OR PRE-B4G'D T1a)Ge RoOF GLOM PERMWTAWOM _••L- I I � Fr- ELEVATION —�� I To 6NEcu wo To 0 4ANN ?L FOR 6014'IT I 2X6 MEMBERS W/ 6d NAILS I I H LUG26 LLV ((44) I�R Od's ^----------'-- -- -- 0'-O'FIN. FLR. TO LEDGEER AND Wd'# I_q• TO 2X6 UO16T 2'_0' 2X6 GYP PT LEDGER GI/ L12W THIRADED ROD 32' Or- 4 UTNN W OF EACH END MAX GET N 6R'IP60N 11G14 6TRCN&TH EXPDXY 6' 1'iM B1EED. REAR ELEVATION e OVERHANG DETAIL SCALER V4 . P-0' TEXTURED FINISH L y LE. 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407.774-4078 www.abdosigngroup.com AA M: 0003325 UI g 4D BXMDM A6 LOT SILVERADO LOT #26 BLK #7 PROJECT* 04128.002-26071 UODEL: 4EHB "2605- HAYDEN" GARAGE 8WMC;: RIGHT PAGE: FRONT & REAR ELEVATION „K" 50 MPH EXP. DA�JCE: 08/20/19 SCALE: 1/4"=1'-0" SHEET A3K 11 OFF RIDGE T DAIN g FOR FYPON BKTIVIFA OR EQUIVALENT 18'-8' 2ND FLR., __-_-____ BRG. HGT. 12 4 10'-0 3/4' 2ND FLR. ----------y2- FIN. FLR/BRG. HGT. ------------------_—_------------ --'--- 8'-8' GLG.-------�— ------------------------------------ --- �-0. 0'-O' F1N. FLR . _ _—_—_—_—_---_—_—_—_—_—_—_—_—_—_ LEFT ELEVATION SCALES 1/4 • I'-0' TEXTURED FINISH OFF RIDGE T 12 g 2ND FLR.y, I8'-8' 2ND FLR _____ 13 . "T. _ ______ BRG. NGT. II it 10'-0 3/4' 2ND FLRj, '---; ----------------'----------_'_----1 II II ,-IO'-0 3/4' 2ND FLR `FIN. FIN. FLR Tom--'-- FLR 8'-8' BRG. HGT.�, ---- -------------------------_-_'_'_-� ----_��8'-8' CLG. HGT. • ENTRY TYP. II II ------------------------------ II I I 0'-0 RIGHT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA M 0003325 A It5 "JJg O o 40) 2 F—BUMM ae IrOT SILVERADO LOT #26 BLK #7 PROJECT,/ 04128. 02-26071 MODEIt 4EHB "2605- HAYDEN" GARAGE SWRI•TG: RIGHT PAGE: RIGHT & LEFT ELEVATION „K„ 50 MPH EXP. Dj ;.. 1/ A. RN DPUNT ATE: 08/20/19 SCALE: 1/4"=l'—O" MECLIT A4 K ELECTRICAL LEGEND SYMISOL DEFINITION NOTES —e 12WV OUTLET 20 AMP SNUB POLE nOV OUTLET OUTLET LET Oulu TO OF OUTLET WIwow110Y TO a am IIOV OUTLET aQI`m YN611NC Fill MPM RE6MTNR TT") 220V OUTLET (4) WRE CONNECTION —Fig LLP EM.IWTWW440 P OUM1aT OROUD PAULT NfERItIPIEI! NSTC14 SEITCHN E-WAY OPER W4 tEUTCH 4-111JAY OPER WN.LM URW LOW CEILING LIGHT © LED CLO LINT O VP YAPOR PROOF LEANT ORMSSED CAN WALL 6CONOC —� PM-WW= eVENT. PAN I OM PER Sa FT. VEM. PIN WEIGHT 1 OM PR Sa FT. FnfIlIO (SPaC'S TI'JD DY T 2--- ® (REL ) ANO{SO 2AROIND ( MIT.) 7' FL1101 MSOW 4' MAMMRBSCM F�---n--a—rr4 C 4' TR4GTC I — 0 PANEL METER • SA. eroC1a DaRTecTDR GATT_ Gb[.1r ERLUIBaNI rift f w 1 WILL MOU'/IW Smom DEIKTOR GATT RID[.ta. ylLy FOR XM IIN DISTA CO7.O SHALL N A ALL M A LL TWIN "I NOT LESS TIl1 4' m WALL PIIDNIT EMIR Ll� 14TISaIi OI8 ► T6ER4OE JACK aM?OR HEATER DMCCMRCT ARC COrDIT10NNG DISCONNECT I -a MIYO N JACK RGMM O TO n TO N SIA CE SED N T= OA W/ BOX J-ISODt MAXIS a MI/RtlD AS SUICN MR CEIL CILNG 11 N 1017 TON SUPPORTED N ACCORDANCE aF ISOX A6 SUCh1 FOR pnD 24• NCA/OESCNNT LENT STRE• ennnnn 26• INCANDESCENT LMNT STIW 4' INCANDESCENT LIGHTSTRIP FLOOD EARTHY KP OPT. SEOIa1T7 Iqn PAO HE PD. PIR11-111WITCH I=ORl6 re PORT • LOCATION OF TV JACK6 4 PNONX OUTLETS 4 PANS TO BE VERIPED • INO'EAWER PIIE•OOhMTIIICTIOFI MEETINSA • ALL 14 20 AMP BIRN4C14 CIRCUITS TO N ARC FAULT FlRDTlCTED PER CLECTIICAL PROVI61CNS OF L'� iRN EDITION [2rM) 4 NEC 21aJ'J 2a14 EDITION. • 20 AMP DEDICATED LANCRY CIRCUIT. • OR . ISLAND (NOT ON KITC3EN CROJIT) • OMWWHM 0111CO NOCT TO N LO7C4UT R PANEL • ISATWROOM DO"Alf PAN TO NAVE MN CAPACITY OF 60 CFM WW"rTE4T PER ELECTRICAL FROVISIOE OF 6EOTION Z=M l E • LAUNDRY IO OI RRND Muir UIT-'1 MPMPACLE PROTECTION PIROTECTIO4 MR WIRE ON PEROIR•TER � • 6�.L BeNON METALLIC CABLE MR ELECTRICAL PROVISIONS OF RSCIS STN ED (20M2 • ALL WOW TO COM MY WTH ELECTRICAL FROVISk" OF TIE FIOR rTu ED r20n1 • ALL SHALL S6.EOTED GY AND OF Lid MUST=Off T T1K [St LIS11TR40 MMT N R4rimmIiY BwICJdt 1YP! PERwornew ad" PATIO QDWG I s ING ROOM ROOM — — I PRE -WIRED C:LG FAN GF L L �CABINET i I I POROUTLET DW /TO 2ND FL. yPM(1[w}T�� r SWITCH 13111ALilT a I Iw r L / PAN. I `I\1 ® GFI a 44' / FOF I I I ` t Fm KEYLESS FIXTURE PRE -WIRED CLG FAN / POTS III GFI GARAGE F ` DOOR PRE -OARED CLG PAN �� r7 BDRMA ##2 BATH #2 /DOLLARD AS REt4 PER 51-m CODE METER FIELD VERB PREWIRE - - GARAGE GFI IRRIOATIC CFI OUTLET • 48' AFF. I I••C\ CFII I ` PORCHso IDI ------------- A - OPT. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN WALE. 1/4' . P-0' I Y-3' F-3• 1 I I � I � L I 1 — 1 I LED LIGHTING ® SINGLE LAV. WP Panel MAIN - A PANEL: 8It8wpert breaker VOLTAGE: 1201240 V-1 Ph MAIN: 150AnniMC.B FEEDER: 3. #1 Cu TFVM & I. NO CU (G) in 11/2' C. OR 3-#2D AL THWM & 1- #6 Cu (G) in 1 1/2" C. Wire P.1. EE m.wt n W.N I3maa art mha q.eri Sir P.I.Win MI2 1 m EKtm4or Rae bGFIb NO IMO t 2 e. 012 2 20 Itlytlon Pump 1000 3 4 S o. 5 6 424E MC C.U. 40 1 2 1 M Slnu 7 a PANEL -A PANEL: 42 Ot breaker VOLTAGE: 1201240 V.1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3.#1 CuTMAN&1-N Cu(G)in 11/2"C. OR 3-#2I0 AL THIN&1-#8 Cu(G)inI In"C. mn PeI.PIS Gen WAR Circuit Ciro,at won, D.e•1 aon Bar Pol. mn 012 1 SmtIA 4rae 16M 1 2 _ 5000 R.O. EO 2 R 012 1W.. 'e l HaeA GFI 1800 3 4 02 1 aural AOPi.ne 1500 5 5 4500 wo.H". 25 2 00 F 12 1ReN a 16M 7 a 612 1Gtn Rae ... AFCI 1500 9 10 1200 01. el GFI 20 1 #12 #12 1SeaI GFI R.e lone 12DO 11 12 1500 ON rm'h.GFI 20 1 N2 014 1Per, /HEN AFCI 900 13 14 5000 On.GFI m 2. M0 #14 1WI Rm, Lanai, Milan. Dir. Ln AFCI B00 1S 15 s oe 17 IS 1600 w.eh.GFl m i #12 H4 1SD4UOAFCI NO 19 m 1000 .0.—D—OW.GFI m 1 #12 S . 21 m 1200 Giinam / Extstlar L%a Remiftchrio AFCI m 1 $12 M4 1 15 Sedean#219alhn—#2 AFCI 900 23 2• 900 O. SUAe AFCI 15 1 014 #14 1 15 8.*-03 AFG ODD 25 26 ON OA1I.1S BNNOdn AFCI 15 1 014 04 1 15 tAFI 0 27 2ad6 1200 m 1 #12 012 1 30 1000 Ibn cammle anN 20 1 012 5 31 32 S CC 33 m 6 ee 35 M ro S 37 m 0. is 2 35 AIC A.H.U. etx 5 KVA t N% $625 3a 41 40 S e. 42 S;.o. Load subject Ntl.nntlSctac.kuhniIIns 17800 279W loatlaubNcttotl.m.ntl4.nac.kwatlae/a,. Demand actor a u s: ABBREVIATIONS: AFG: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GRCUND FAULT INTERRUPTERTool Total lo.d 601W ntl.nane act, 45sa6 ' FinIt 10000 vatl. t I DO% lam Ram.inln 40% 14200 A/C load Jr. 11765 LOAD CALCULATION 13 BASED ON NC NON40INCIDENT LOAD aW Ca.,W Leeew.a. 35P65 t Tettl Am aan.I240 uw. General Lighting & Face t/cl. LOW Tat AND S a. Feel 2805 G.n.n1 U. 8 Rac 3 W / S . R. R5W 7815 HW9. 3 et I Mat 100% 195 mn.al 8010 CNN) TNai%.tN mneoY LI. 8 Rw P.nt A1 111 7251 ODIC 150 AMP ELECTRICAL RISER NOT TO SCALE OBERAL NOTES A ELECTRICAL MATERIALS AND atlTALLATION6 WALL CO9•LY "Arm ELECTRICAL PROVO" OF THE MGmAvj OWNS,MIMI LOCAL AND ALL LOCAL PaAM S. ALL CONDUCTORS IINALL N TYPE TINWIDM UNLESS NOTED OTNEIWM. PTOVOE IO AMR, 0OR40 VO.T, I PHASE SECOrOAR ELECTRICAL Omtvm PROVIDE S 9 COPPER (OD N 1-14" DM 60-111MILE SO PVC CACUT OR PROVIDE 3 •2)0 ALUMINUM (AL) N 2" VIA SCiIOIIE SO PVC CONDUIT INLEN SERVICE M PROVIDED BY THE ELECTRIC COMPANY. COOIOMATE W iN TWR ELECTII COMPANY PRIOR TO ID. MIA M TNW .PS CU N 21 COOIIT ORS 4124 • K CU N 2' CONDUIT. TO TEe1NATE ABOVE SOFFIT a ovapiSlAi COI'dSWTIO/ SERVICE DISCONNECT BOTCH AND 00AMP I241VNOAY T M ELECTRIC MIETER IN ham Sit 04M.OBIRE MLO PANEL IOM2P TLLlI'11RE MIMGE eNTRA1ICE CASLE T ca tiORVICe emaANcrptom SEM'P!R NTTERSY6TEM eo EaR++.4r , T[R'IRLUL AT LOW VOLTAGE CONNECTIONS 1.4 O3 SENILE GROUND CONlCTiD TO CCNNCFIM ENCASED FOOT= STEEL PER ELBOTft C.AL PRDVIS1014S OF THE BYaIM EDRIOI4 nrn3 SOS" DIA X • IT LONG COPPER CLAD GROUND IWO 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003325 f p V M � a � ttly��f� f � g O Q w O SVHDIV. & LOT IIII SILVERADO LOT #26 BLK #7 PROJECT 04128.001-26071 MODEL• 4EHB "2605- HAYDEN" GARAGE STIMG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. ARCHnWT1 WATE Or - On A ABOUCWAM DATE.• 08/20/19 SCALE: 1/4r._lr_0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES O.v OUTLET 2e ^m SNGLE FOLE IIOV OUTLET IWV OUTLET OF OUTLET WIIeED M SITTCII GPI IIBV OUTLET E(AIIPSO W4200 PAIL NTBRLMm (TAM•Be RE.ISTAM TTPE) 220V OUTLET (4) VIM CONNEOTON D mefr Mt FAULT BATCH SWITCH S-W4T OPER. SWITCH 4-WAY ONM ^W4 ' V LIOHTO CEILING LIGHT © LED CLG LOW O y fa VAPOR FROM LIGHT Omamew CAN WALL .GONG! PRE -mono ~. PAN I aM PLR m. Fi. VBfI. FAN WtIOHT I OMI PER Mi ►(. FUQUIIE (.PLC'. TOO BY R 2-DILL) WeAP ® ���qGM��� (RECEEELD) AIeCLLO 2-BULB WR4P LL T AJWUHD (b#FACE MMJ 2' FWIOIamcow 4' FLUOR p p� --a-a—A 4' TRAC%LOW 0 PANEL METER O 8D. M1OIQ O[1ECTOR mAtLEAGsdr- L ea. WALL MOUNTED LM"DLTITOTae O&IL RAO(.IL- WL EEE ® BOO cMae acN CQEb cam .HALL EE A DBTANCE OF NOT LEL. THBH 4' PRIM WALL FOAM LIGHT L(� (1100-/ N4TRAL" MM-WOE JACK � uutER Hutu wUOarEcr AIR CQOITIGNMG DISCOIECT ❑N TELAYNNOl JACK &—Liz EON JO J-BO( TO EE LUPFORTED M AGCOIO.MUC7 WV OOX MAIMM Ai LUCK FOR INBGN( CELN6 ►ANLgHT lO =0 .UFFGRIED M WN MAPKW ASE FOR Cana 24 NCAND{.CBR L1a1R .TRIP enneen sw .IcACLecow LOW 6TOP nnno 40' MCMOE.CEr47 LIGHT.rRP PLOW LIaM OPT. LEcumn Y. HE PA ruem 7'TO( FOR CHME. YSB IR71ef • LOCATION OF TV JACK. 4 PNOIE OUTLET. 4 FANS TO BE YEA PIED • HOMEOWNER PRE -CONSTRICTION MEETW& • ALL B 4 20 AMP BRANCH CIRCUIT. TO BE AAO FAULT PRNECTBD PER ELECTRICAL PRONNONL CP mCd •fY EDMION (ten) 4 N� ]IOJ2 >eY !T]ITIpL • RT 2e AMP DEDICATED LA NDOR0417. • OR • ISLAND (NOT O4 KRCWEN CIRCUIT) • DISWAAG ER DISCON NOT TO EE LOCKCUT M PANEL • BATHROOM VQ4AIST PAN TO HAVE MN. CAPACITY OF SO OMI MTERMITTEIT PER ELECTRICAL PRONNONS OF FBf9l.ru U[DITI04 r2pl) SECTKN MBOT! • LAUNDRY ROOT 11lCEPT.:a.E SMALL BE OROI►0 FAULT ClRcurc-MTERLIPTER PIWOTECTION Mae FE..OMEL O4 FE C*m • WRMG METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVI.IOW OF FBCR &TI4 m (2e1T1 • ALL WOW TO COMPLY WITH ELECT11 CAL PROVISIONS • AL -a TiE FBCIe.TH ED (2en1 Err OM � AND M Cw LIaHTMG. MINT sE elRST 9RGENT TTP[ PER F)sn LManY a mau tAmm (Nnmw UAL ENERaY EFICIUa4CY) Zen. rU, EDmO4 RA41 I i-� -----------J1 ---------- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • 1'-V ------------\\\ I I LED LIGHTING @ DOUBLE LAV. BATH 8 I 11• I I I _ I I L I I I I a I I � I I I I L I I � I _ I LED LIGHTING ® DOUBLE LAV. OWJER'S BATH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA#:0003325 iT q S = Y a: EJ BVHDIV. AL LOT• SILVERADO LOT #26 BLK #7 PROJECT 04128.001-26071 MODMIr 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. Io pRMT DATM 08/20/19 BCALE: 1/4"=1'-0" a*== E2 FIRST FLOOR PLUMBING PLAN SCALE: V4 • I'-0' '-i ------------------------J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 " 1'-V PLUMBING RISER 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 is m YY Q iWWW SUHDIV. AC LOT. SILVERADO LOT #26 BLK #7 PROJECT 0412 .00 -26071 MODElu 4EHB "2605-HAYDEN" GARAGE BWnq :: RIGHT PAGE: PLUMBING PLANS 50 MPH EXP. D � 08/20/19 SCALE: 1/4"=1'-0" skmET P1 00 HVAC NOTES L ALL MECHANICAL EOIJIPI'04T ENE PROVIDED WrTN PROPER CLEARANCE, FOR SERVICM PER ITS. ISIRiININI@lTS, 2. ALL DUCT SYSTEMS INSTALLED N NON•CONDRIQiD AREAS &MLL OE CONSTRICTED OF A VALUE OF NO LESS TWO R-S, RATNI& ALL SLAMS SMALL OE SEALED WITH GLASS RAID 4 MASTIC. AND INSTALLED AS PER IOC &TM EDITION (ASM) MEGIANIGAL DLGG. CODE SECTION SOS, S, ALL FLEX DLIGTS SMALL NI APPROVED UL W CLASS 1 Apt DUCT AS PER NFPA 10A 2-SJ 4 FROSH Apt NTAIM SMALL NOT LIE LOCATED CLOSER THAN IO FT. FROM ANY C1MIMNIM OR VENT VALET. OR SANITARY INNER VENT OUTLET S. ALL 0)44 UST AND OUTSIDE AIR INLET DLIM ON&L° ON CONSTRUCTED OF W400 M GALV. METAL OR OTHER MATERIALS AD PER MC OTH EDITION (2011) M NC"4$CAL, CODE SECTION 6M 6. ENCLOSED SUPPORT PLATFOOMS, SMALL OE CONSTRICTED N ACCORDANCE 70 FDC &TH EDITION fZOTUMLCMANCAL CODE &M 1. DA14110 N CONTANM DATNTINS, SHMOUNIRS WAS AND SIMILAR OATMNS FOCRN ES SMALL O! MINWHICALLY VENTED N ACCORDANCE WITH FOG ITN EDITION l401T1MSCAAMICAL CODE SECTION 49M • ALL EXiL407ED OATH 1110" SMALL WAVE LNDAR-CUT DOORS FOR MAKE-UP AIR TO ON RETARDED, TO E4IAL Apt EXHAUSTED. 1. ALL FIRE RATED CELNW AND WALLS 1Li11LL WAVE AN APPROVED I M OR Fptl 00114 ICt DAM IRVIIIS LOCATED AT CELNb ON WALL PENETRATION AND OE SLEEVED WITN ACCESS DOORS TO NINE. DANDER ALL DAMPERS SMALL OE INSTALLED TO M P& RECOM ME RATIONS, AND MC &TM EDITION (20M) MISCMANICAL CODE SECTION SO'L 10. GRILLES AND DPPJMM SMALL OE PROVIDED WTTM DALANCN6 DAMPERS. IL OR, ER DOOSTEI! TO OE A FANRON COW DOOSTER FAN OR EGIJAL FAINTEOM DOF IIO DRYER DOOSTEIt CAPACITY SO LINEAR FEET WITH MAX SIX ELLOW►. ATTIC LEGEND ® &A -PLY Apt DIRMER R U11N AIR dull ® SIDE -WALL on I WY DSIUSEIt SOLD LINE° SUPPLY TRUNK — ISROIM LSE- RETLSON TRUNK DALANCINd PAMPER OR ODD O CELNG ID&AIIST FAN CELND IDGWIST FAN 4 LIGHT 01A OUTSIDE Apt m THElR'IOSTAT L9 PASS-T411I AIR GRILL ALL HVAC TO HAVE PROPER PANS W/ DRAINS "c" ""' O O EXTERIOR WALL PLENUM 1 1 AIR RETURN SUCTION AND LIQUID SECURE STRAP TO CONC. AIR SUPPLY 1 REFRIGERANT LINES W/(2)-3/I6'X2' TAPCONB UNITT SIMFSON UJB ROLL STRAP d OR EQUAL AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAM LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB °SXI 1/4' SHT. MTL. SCREWS t REFRIGERANT LINES TO CONDENSER UNIT PLATFORIM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD DRAIN,) PER IN AN GTW EDITION FBGR 6TH EDITION (2011) NOTE, MAIN COND. DRAIN 3/4' PIA MECHANICAL SLOG. CODE SECTION 3012.4 OVER HEAD • 12' PROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL COUNTERSUNK CD. PLUG I' •6' SEE SPEC. BRASS PLUG �— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 9240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.v,C OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP FIN. GRADE OR PAVING I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (T�� I I DIMG R00 I s• s/A LIVING FROM ROOM �( ABOVE II __ ;I i----------------- X g I 11 12x12 14�6 ° �I _ ----- THRU °II -------------- ---- 11 X;� III KITCHEN ' `' t TOR• I I I PAN• _______'.� 12x8 I --- -8X4- S/A FROM ABOVE III ill 9X9// � FLEX FOYER III III ul /O GARAGE PORCH FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 ° P-O' BEDROOM #2 i 12X8 BATH #2 ww ■ 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.7748078 FAX 407-7744078 www.abdealgng-up•com AA M: 0003325 a as Y Y BUBDIV. at IiOT: SILVERADO LOT #26 BLK #7 PROJECT 04128.001-26071 MODEIc 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. A. PRIATP 08/20/19 DATE: SCAXX: 1/4"=1'-0" IummT M1 --------------------------J1 SECOND FLOOR MECHANICAL PLAN SCALE. I/4 • 1'-®' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 jjQ iL j ;-o [PROJZCT# UDDIV. asW SILVERADO LOT #26 BLK #7 04128.002-26071 MODELt 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. DATE-. 08/20/19 SCALE: 1/4"=1'-0" SHMET M2 2X4 TOP PLATE PRE-FAB TRUSS 1/2' CLG. BOARD -' 1/7' DRYWALL 2X4 WOOD STUDS •24' O.C. SLAB m._m. FIN. PLR NOTE: OTUL.10 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' OjC. QTYP. INT. WALL (NON— BRG. ) D1 SCALE. 3/4'•I'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW53J ON Ik 0.88. SHEATHING OR 1, CDx PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY /8' GYPSUM BOA OR 1/2' HIGH STRENGTH CLG. BOARD Ir SEE ENERGY CODE FORME INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4.1INSULATION �SPWINDOW ATTACHMENT PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING---� STRIPS 24. OG. 8' Cm � . - �1/2' GYP. ILL. BD.— WOOD BASE 0'-0' FIN. FLR_ _ a . e d ° 4 n W/ WINDOW OPENING n 5' DL4 SLEEVE, Do NOT CUT IEDAR FE GOND =AM NOT CUT SOLID GROUT THE BOND Iw (I). % _ OEM (2) COU•SE REDARS A PIPE THROUGH BOND BEAM Qy SCALE. NW-1'47 FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON j' 0.9D. SHEATHING OR 1, CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1R• THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL (2)OLAAYERI19 UNDERLAYMENT SYSTEM D1 SCALE, 9/4'.i'-V' 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 rLM r c v-sm roR a+• LN cru •R1T.LL.•a 28GAS LINE THRU BLACK �cAu, w•.rs• FIBERGLASS SHINGLES OVER 130 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON j' 0.8b. SHEATHING OR Ij' COX PLYWOOD SECURED PER FASTENER SCHEDULE i.-0. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIE gyp, v1RI1OAL 1RK% r I �.one ODOR sr wrr. r �e r naRs IA&TW40 TO Roar TR*= OPACKM mrFwoou= AITROVAL Imo. 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906JJ ON J' OB9. STIFFBACK AT ALL UPRIGHTS SHEATHING OR J' CDX PER STRUCTURAL DETAIL$ PLYWOOD SECURED PER 1.-m. FASTENER SCHEDULE --PRE-ENG WO. TRUSS TYP. MTL. DRIP EDGE PER ELEVATION SA. 2x FASCIA PER IF ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRJ88 INSULATION R-VALUES PER ELEVATION WEEP SCREED \ HIGH STRENGTH BOARD S Olt 14' P.T. SECURED PER STRUCTURAL DETAILS e' a . a ° 4 n W/ WINDOW OPENING R-4.1 INSULATION 1/2' THICK• 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL _ -Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. E10. WOOD BABE A. Cm Au_ L 0'-0' FIN FOR. TYP. WALL SECTION B NO OPENING 6 1—STORY GABLE BLOCK WALL D 1 SCALE, 9/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abd"gngmp.com AA N: 0003328 a � ro y Q 4 8V33DM Ae Lo SILVERADO LOT #26 BLK #7 PROJECT# 04128.002-26071 MODffiL' 4EHB "2605—HAYDEN" GARAGE BWWG: RIGHT PAGE: DETAILS 50 MPH EXP. IP31NI I-- 08/20/19 BCA - 1/4"=V-0" m*lMZT D1 FIBEWALASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER 90 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RW511 PER SECTION R50511 ON J' OAA. SHEATHING ON J' 0.6.0. SHEATHING OR k CDX PLYWOOD OR }' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. R PRE-ENG WD. TIW86ER 24' O.C. MAX L VATION 24' OZ. MAX. � LEV TION METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x FASCIA PER m' CODE FORT 2x FASCIA PER I.-m, CODE FORM. ELEVATIONS oH. 5/8' GYPSUM BOARD ELEVATIONS off 5/8' GYPSUM BOARD T'YR OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD YENTED SOFFIT IX2 FIRE -STOP SOFFIT Ix2 FIRE -STOP -4.1 INSUL. REFERENCE REFERENCE I I STRUCTURAL -4.1 INSUL. STRUCTURAL I a w I w E WINDOW ATTACHMENT w m AS PER E MANUFACTURES SPECIFICATIONS FE STRUCTURAL 3/4' T / G SUSFLOOR GLUED AND NAILED 3/4' T / G OU15FLOOR AS PER NAILING 1/2' THICK 2 COAT (g� E QGLUED ANDL 1/2' THICK 2 COAT SCHEDULE CEMENT AILED AS PER NAIPORTLAND BCHEDULEPOR R APPLIED PLASTER APPLIED w AST DIRECTLY TO w DIRECTLY TO w MASONRY m R MASONRY w R IX2 FIRE -STOP 7EEFWATOON IX2 FIRE -STOP LEV TION SEE STRUCTURAL SEE STRUCTURAL R R IfffLEVATION LEVATION 1 5/6' GYPSUM BOARD 5/0' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. OR V2' NIGH STRENGTH BOARD CLG. BOARD ER — — EV TION IX2 FIRE -STOP D(2 FIRE -STOP R-4.1 INSUL. R-4.1 INSURE. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT V2' THICK 2 COAT PORI'LAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.7. BURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED STRIPS • 24' O.C. MASONRY 5• CI'1U DIRECT S' cm RY 1/2, GYP. WL. BD. 1/2, GYP. WL. BD. WOOD BASE IX2 FIRE -STOP UUODD BASE DO FIRE -STOP— . G 41. tl. a. a. W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING SECONDYFLOOR BLOCK FLOOR BLOCK SCALE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.00m AA A: 0003325 is Y y O 81701DIV. As LOT SILVERADO LOT #26 BLK #7 PROJWT* 04128.002-26071 HoDmu 4EHB "2605- HAYDEN" GARAGE BWD40: RIGHT PAGE: DETAILS 50 MPH EXP. Dnurr 08/20/19 SCALE: 1/4"=1'-0" S*== D2 SECURE 2x4 ON FLAT TO BLK W) CUT NAILS. SIDES, 2X0 6MM6E DOOR BUCK w (S) 9 )6W A -BOLTS W B•bEDFI119lT MN. W/ 2'X37di WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR FOR N JONTS PRIOR TO FILLUL 1-2X6 PT BLOCK a CENTER OF B DOOR HEADER WKI)vXD' J-BOLTS W EMBEDMENT W) 2')QW WASHER AND NJT. m LADE SHALL DE M ACCOImANCE TO ' m r MANFACTUREI" NSTALLATION NSTRICTIONS WHERE SUCH NSTR)CTIONS ARE MORE STRNGENT GARAGE DOOR /-iZBUCK ATTACHMENT 4GL6 Ii)'•Y1' r6B' cm Jri' DRYWALL rI'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN, SECURE TI-RU FRAME 4 EXTEND 1-Yi INTO BLOCK ❑W/ W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 7 MIN. EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 A WDJDOR TO BLACK +3/ 3 4 OR +5 4 E, N.T . 2X4,m SECURE TO BLOCK W/ V TAI--C N" OI:f (MIN. SHANK SIZE A45 MIN. HEAD SfZE 300 MIN. EMBEDMENT I Y4 ) WITHIN B' OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK W/2-%' TAPCONB(MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 OF EACH END 4 8• 2XB,® p MIN. EMBEDMENT I Y4 MIN. EMBEDMENT 149 18' O.C. MAX SPACING. HEAD �. I'X SEGO BLOCK W/2-4)(r' (MIN. SHANK SIZE .145MIN. HEAD SIZE 300 ) WITHIN W CM DRYWALL 4' OR I'X2' P.T. NAILER OOR CASING JAMB OR WINDOW TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFA CTURES DETAILS. 18 O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" 1� WINDOW TO BLACK +1-1 " " SCALE. N.T . SIZE "D r�oom 2X4= SECURE TO BLOCK W/ j(s' TAPCONS (MIN. SHANK SIZE I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-)J(r' NON-STRUCTURAL' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MI . HEAD SIZE 300 , CMU MIN. EMBEDMENT 1 Yi) • DRYWALL WITHIN VOF EACH END 4 I'X4' OR I'X2' P.T. NAILER IB' O.G. MAX SPACING. ❑ 2X&aw SECURE TO BLOCK W/2-vol 7(r' O,SD, X 4' MIN. TAPCONS (MIN. SHANK SIZE JO DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-l5/1Q" AINDOR TO LACK +1- 5 8 C SCALE, KTA. 2X4:m 2X4= SECURE TO BLOCK W/ j(s' TAPCONS (MIN. SHANK SIZE I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-)J(r' NON-STRUCTURAL' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MI . HEAD SIZE 300 , CMU MIN. EMBEDMENT 1 Yi) • DRYWALL WITHIN VOF EACH END 4 I'X4' OR I'X2' P.T. NAILER IB' O.G. MAX SPACING. ❑ 2X&aw SECURE TO BLOCK W/2-vol 7(r' O,SD, X 4' MIN. TAPCONS (MIN. SHANK SIZE JO DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-l5/1Q" AINDOR TO LACK +1- 5 8 C SCALE, KTA. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL TAPCONS TAPCON MIN. IAA' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4)ING. 8• CIMU WITHIN VOF EACH END 4• DRYWALL IS' O.G. MAX SPAC 0 I'X4' OR I'X2' P.T. NAILER 2XS=w SEA�STO BLOCK W/2-%- CASING MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 OR JAMB OR WINDOW MIN. EMBEDMENT I Ys') TTAC 4 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 +2 �WWDOR TO BLOCK +2 1 4� SCALE, N.T.S. 2X4= SECURE TO BLOCK W/ i(s' TAPCONS (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN VOF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH wrium TO BLOCK W/2-Y -Y.- �Ii NON �(r' TAPCONS TAPCON MIN. 1414 (MIN. SHANK SIZE J49 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y49 DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. X4' OR I'X2' P.T. NAILER zi 2X*cm SECURE TO BLOCK W/2-%, T' DOOR CASING (MIN. SHANK SIZE J49 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. 110,b 4NM Mlt�to TO Ix.YlYI� l00lIR pC�,4'/ DOOR JAMB TO BLACK +3" 11INDO1TO BLACK +3" ''' SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W4-1JL►' NON-STRUCTURAL i(s' TAPCCNS(MIN. SHANK SIZE TAPCON MIN. I-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) VOF EACH END 4 8• cm Jt)' DRYWALL IV Or- MAX SPACING. 2XD m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER [101 .14g 2A2d WITHINB' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" F * +" LE. RT . 2X4= SECURE TO BLOCK W/Yi TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) NOTE, STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 10' O.C. MAX SPACING. SECURED THROUGH 2Xbm NON-STRUCTURAL- '16' SECURE TO BLOCK W/1.1/4' TAPCON MIN, I-Yi TAPGONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. 14EAD SIZE 300 , cm MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN B' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR IW' P.T. NAILER 2X6a m ❑ SECURE TO BLOCK WA-1/4' 36' O,SB. X 4' MIN. TAPO"NK (MIN. SHASIZE J49 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 ) Y4 DOORJAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. ,IOID W1 M N®® fo M1u'� JN� (Oo NOI pCYO I'! DOOR JAMB TO BLACK +3-7/16' WUM, IW O BLACK +3-7 16" G NT T 2X4= SECURE TO BLOCK W&W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' EACH END 4 STRUCTURAL 2X O.C.TE: 18' C. MAXMAXX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/I-1/4' NON-STRUCTURAL Vo' TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE J49 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' cm WITHIN 8' OF EACH END 4 YJ• DRYWALL 18' O.C. MAX SPACING. n I'X4' OR 1'X2' P.T. NAILER 2XSa= SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 7tl MIN. EMBEDMENT 149 JAMB OR WINDOW WITHIN VOF EACH END 4 H TO2X PER 19" 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 11IND01► TO BEAK +3 3/4 " E, NT . 2441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 �l www.abdesigngroup.com AA 0: 0003326 v atmDIV. 84 LOT: SILVERADO LOT #26 BLK #7 PROJECT 04128.001-26071 MODEL' 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. nNT 08/20/191/4"=1'-O"3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 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 142S3.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 1S353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2027 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES - - 30YEAR 2017 FBCR 9/6/2023 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL 07/24/20,791 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX* 407.7744078 wwwAbdoeigngroup.com AA A: 0003325 C :s qqJ g � 5 IV stnmrv. as LOT: SILVERADO LOT #26 BLK #7 Fmon CT/1 04128.002-26071 KODffic 4EHB "2605-HAYDEN" CAR "ZI SVDM' RIGHT PAOJO PRODUCT APPROVAL LISTING 50 MPH EXP. awl FTq;-IF D 08/20/19 NCALIat 1/4"=1'-0" ally " D4 Ol1'OLD NYMb . M. A O I--. R.A L CRAAQ . pr. e ® 11'OLD IeYAD . R. A aawAm.rt. e A MEAN . rf. C A row R.0 0vm rr. a T L Pr. C TotMm SDrron PLAN= ,e v� r 0 PLAHM ~~� WAM Twwr GRAL. roLD. QQ. bm CUT. OWLDM r•AM R (w.A-z aLT) WM LAYER 9. STUCCO ~(pmE OILY) ANOW wwe OR cm EKrmeole \ j KOC-aIT R.4&#M (M OVAL) EQYa.,.T.L,. KIarOYr AT eORa9 O' I.00' A WALL MrwEe,rDK. ® KIC KO UT DETAIL WAM TWIT MAL MID OR .OLDER QQlk2LQV WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOT/WALL SCREED ---- - — _ - _--5'X5'-'L'_ TYPECONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) — CAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 1*1, STUCCO WRAP) WR5 LAYER_02-ffOfiT-IF15ER� — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE; METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-013, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN SLVD, LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Y C � 4 g 0#A 10 X 10 evnDiv. So LOT: SILVERADO LOT #26 BLK #7 PROJECT# 04128.002-26071 MODELa 4EHB "2605—HAYDEN" GARAGE 9TfMQ: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - • - BUILDING PAPER) METAL LATH x—x—x—x STUCCO' WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILOM PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION t1 SCALE, N.T.S. ELEC. METEF VERIFY LO fa�cCN IV I�_t_r VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I `ELEC. METER FIELD VERIFY LOCATION Ir` '--APPLY STUCCO SCRATC14 COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED W T4_RlG r.>-fool YMER1C- ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER ry, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEAC OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3-- WRB LAYER `I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UPS LAYER h 1. STEP *2 URB LAYER 7, STUCCO WRAP APPLY 60 MIN ® SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER - STEP *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH .. STEP S STEP #& @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774,4078 www.abdesigngroup.com AA M: 0003325 as��s JsVHDIV. ae LOT: SILVERADO LOT #26 BLK #7 PROJECT# 04128.002-26071 11[ODEL: 4EHB "2605— HAYDEN" GARAGE OWDFO: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 7:1 4097-77-m-01 I PDLAM A ABOUCK4M l AR NO W723 j D ATa 08/20/19 SICALE: 1/4"=1'-0" DIiEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCOT WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k2I/2"* CORNER BEAD (FASTENER 4 SPACING ® 7' O.G.) cMu THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD � BLOCK i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www,abdesigngroup.com AA M: 0003325 0 5 W StmDIV. ae 1LOM,SILVERALOT #2 BLK #7 PROJECT# 04128.002-26071 MODZ� 4EHB "2605-HAYDEN" GARAGE SWMQ: RIGHT PAGE: WALL -- ASSEMBLY DETAILS 50 MPH EXP. awTri 08/20/19 8CAlZ. 1/4"=1'-0" 18*MST WA3 WOW IllYam TRJCTION WORD SHEATNM6 WEATHER RESISTIVE m~R 9 LLEATF gRR �S16TIVE '�RC�vELAP AL 6I0M6 RASHMG_ODHERM6 R.ASHM6� L 1 aU VIRATWER R&STIVE BAPSTARTER STRIP / \\ \\ 4 UIRATEWERER 4 «STW DARPI 1 y V SELF-ADFERMG / FLASH1116 \ GALVO FETAL 6ALV'D FETAL ' W MASHM6 T R.ASHM6 Yk)OD TRIM MEMBER life CA&M / �STRH FE!'1D�ER GAP I \�t.� �aTe FIMR�O�W SEALANT SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-CS, MIN. 2S L58. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO UJRAP) UJRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325, ti 9f Q m Y f O O �xxrp i J ^ f aU33DIV. do LOOT SILVERADO LOT #26 BLK #7 PROJ=T# 04128.002-26071 MODEIi 4EHB "2605-HAYDEN" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. a TE 08/20/19 sQAL.E: 1/4"=1'—O" m*[EET WA4 / 1 I i I 1 1 —2x6 SUB-BANb W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK EDGE 1/8' TEXTURED FINISH ® WOOD 1/2' TEXTURED FINISH m CMU METAL FASCIA WRAP Ye' FROM STUCCO, i' F WOOD WALL ROM 1\ I\ I\ I \ I \ I \ If\ \ \ \ \ \ \ \ j EXTERIOR WALL \ �\ (FRAME OR CMU) \ a NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATIQN ©i=L)4N )4 •f 1/8' TEXTURED 3 FINISH • wom I/2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA UlR,AP UJOOD SHEATHING x x x x x x OR CMU UJRD LAYER h, x x x x x x I STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRD LAYER P1, FORTIFISER x x x x x x x x x x x x x i DU�IL1DEM PAPER x x x x x x x x x x x x x = FRAME OR CMU 2X6 eue IAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK our x x x x x x x x x x x (REFERENCE POINT FLAN B x x ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL .NOT INTO STUCCO) i— Il/8' TEXTURED FINISH +� / WOOD, 1/2' TEXTURED FINISH * CMU �-2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT * WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND WM'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) xx xx xx x x xx f �CZ�.x x xx/ x� x SUB BAND DETAIL ® WALL SUB BAND DETAIL 0 WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAI 'x4' NOTCH END, WRAPPED IN PEEL i STICK ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 :f Y • r o 14 4A E 40 af OUNDIV. As I.OT SILVERADO LOT #26 BIR #7 PROJECT# 04128.002-26071 MODEU 4EHB "2605-HAYDEN" GARAGE 8 II1JG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. D TW 08/20/19 BCALE: 1/4"=1'-0" 814EET WA6 I TE•1 II m Lu IF w� 4"CONC. rw-I SLAB 3 0. 1.1 r--------- FM-16x18— —1--- ----4—� I 7,1 1 10'-0" 11'-8" 15'-4" 2'-B" 4 I Im I a0I m =4 m 0'-0" T� OP OF m I J I� SLAB LL U I I aQ 00 i� 20'5" 7'-&' Fj---(— CW-12x12 U j O ri F-24x24 0 1.1 17 I 1.1 v�i C-s1' WC-12x1 — — — — — W Uii� U) a0Tii� ILL I n UP TO 2ND FLOOR I (FIELDVERIFY 4" CH CJ SE r ( I �iw `o 8 EXACT LOCATION) Y ,.1 5 8 y I I 1.1 3'-0" TOP OF$ 4 0 3i 1 #3 TRANSFER STEEL ® 24" O.C. MAX U N 0'•0" FIN. ELEV. FIN. CONC. SLAB �I ( I� a I101,LL L — fM-16x18— Im 4 4 I 9, 8„ 7,-0„ 0, ILL 1.1 1.1 I. & o FM-18x16 4 a — — 1' a LL • L — — — — FM-1 — — — � — — fV v <V V-811 FOUNDATION PLAN SCALE: 1/4"- 1'-0" 20'-4" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.0'-0", SEE SURVEY PLOT FOR NGVD. 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 NANDOW/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, ElINDICATES 06 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED T-Y' O/C MAX. SEE PLAN FOR WWWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x8 W1.-1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER I=00 HEDU3UG EACH WAY. PROVIDE CORNER BARS SAME SIZE QUANTITYFOIII OTING SCHEDULEFOUNDATION, MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17' CONTINUOUS 18' - (2)geS FM-16x18 16, CONTINUOUS 18" - s FM-20x18 20" CONTINUOUS 18' - s FMC-i6x18 16, CONTINUOUS 18' - s - VARIES CW-12x12 12i SEE PLAN 12, -717T - (+)O'{W CWC-IN12 17, SEE PLAN 12, - O a VARIES F-24x24 24" 24" 1T O 's O s _ TE-1 8" SEE PLAN 8" - 6 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 b y 9��ys3 Y y 5 C e J a all I SVHDiv. ee LoT SILVERADO LOT #26 BLK #7 PROJECT# 04128.002-26071 MODELc 4EHEI "2605- HAYDEN" GARAGE BVnNG: RIGHT PAGE: FOUNDATION PLAN 50 MPH EXP. BJ PAXnM A DACE: 08/20/19 SCALE: 1/4"=1'-0" wHmmT sl 3W MIN. EACH WAY MONOLITHIC FOOTING Z }} .° STEEL REINFORCING IN GROUTED _ ..1.. STEEL REINFORCING IN GROUTED •• ° CELL SEE PLAN FOR SIZE AND Q 0. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ° °_ a }a C SPACING REQUIREMENTS 1 �v �I•: GARAGE DOOR a W 06 V W -r� •n W RECESS 7... V) •; g� 8' Z_ 8" CMU WALL 8" CMU WALL n . CORNER BARS, SAME SIZE AS BAR I W ul O °pO IN FOUNDATION �' N a TOP OF SLAB 0'A" TOP OF SLAB WAY AT ALL CHANGES N DIRECTIONS I ...°I SO THAT THE STEEL REINF. IS CONTINUOUS tq �.ar..'�.. • MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR B SCHEDULE - VARIES . �I'' MASONRY °• EXT PORCH SLAB W/ 1/2' ISOLATION ,•` SEE SLAB BAR SIZE 48 BAR DIA 4"CHAMFER (1STORY) 1q 18" EXT. PORCH SLAB TOP SEE SLAB SCHEDULE OF GARAGE 4" CHAMFER (1-STORY) I? °' o. °' CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE �;p. UNITS SET AT ELEV. 0'.0" JOINT (WHERE 6' CHAMFER (2-STORY) M4 24",. W/ 1/2' ISOLATION 6"CHAMFER (2-STORY): APPLICABLE) i SEE SCHEDULE JOINT (WHERE: APPLICABLE) •- i EE SCHEDULE Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iN AND BAR QUANTITY• N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" @ GARAGE BDALE I'4"=1`0" CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=l'-0" 4 SCALE: 3/4"=T-0' LAP TOP PLATE A MIN. OF 48" ---�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN W 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 0- WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE j N NEW REINF. BAR BTM. PLATE TO BE PT. O a SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 7'CAPPED a 5 I EPDXY. MIN. EMBED SLAB MASONRY GALVANIZED PIPE GAL I D Q 6', UNO 6' O/ NAIL 1S' OIC STAGGERED. AN E BASE Q O FOLLOW ALL MANF. S SPECIFICATIONS FOR ADDITIONAL METAL CONNECTORS NOT N Q I USEAND UIRED WHEN NO 07 PREPARATION OFrREQ UPLIT IS PRESENT. HOLE. Z C w SEE SLAB SCHEDULE SECURE FLANGE TO w - SLAB W/(4) 114" X 2 1/4" O O �- 0-0" TAPCONS QQ- TOP OF SLAB 4" CHAMFER(1STORY) �� •---�-. �° .ice 6" CHAMFER (2-STORY) � a EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 scALE:34"=1'-a' (NO UPLIFT) 5 6 SCALE:34"=1'-0 SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 48" 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 Dt6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE IPOURED 2X WALL FRAMING +. 0'- 12" DIA. USP 72508D BOLTS 6" TOP OF SLAB'°< MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16' O.C. VERTICALLY MAX SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO 9 SCALE:3/4"=l'-U" (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE:34"=1'-0 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdeslgngrou p.00m AA B: 0003325 S Y to p C a auBDitV. Ae Lwo SILVERADO LOT #26 BLK #7 PROJECT# 04128.002-26071 HODELe 4EHB "2605-HAYDEN" GARAGE awutG: RIGHT PAGE: DETAILS 50 MPH EXP. 50 D � 08/20/19 SCALE: 1/4"=1'—O" 9*=mT S1.1A 38'-2" 29'4" 244" 17,-8„ , 2,-0„ 6 -0 1 2' 4„ la El N v fV N A N O Q N N 4 N v m 17,$„ 13.4" pi IL4 N 3,4„ y 10'-01, 2'.6" FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 wwwAbdesigngroup.com AA #: 0003325 q 6 14 3$ tiLL SLTHDM AO LOT: SILVERADO LOT #26 BLK #7 PROJECT* 04128.002-26071 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. Rj DATE" 08/20/19 SCALE: 1/4"= V— 0" SHEET S1.2 TIE VERTICAL REBAR A TO HORIZONTAL REBAR W/ 10" HOOK Z GROUTED BOND BEAM 'LN - VARIES PER ELEV. i .- Z Q CLEAN OUT REQUIRED Q FOR INSPECTION Y • ' - 0`0 FIN. FLR. +� - n • TIE t RTICAL REBAR . TO HORIZONTAL REBAR WJ W' HOOK BAR SIZE 48 BAR DIA. z #3 16' �O #4 24" U #5 30" #6 36 #7 42' HORIZONTAL/VERTICAL %,� REINFORCING � SCALE: 3l4"=1'-(Y' wl IU 0 it NEW REINF. BAR SECURED W/ 2- PART (L I EPDXY. MIN. EMBED g 6", UNO = FOLLOW ALL MANF. S W 0 I SPECIFICATIONS FOR F jr USE AND PREPARATION OF Z HOLE. a `a STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR�SIZE 48B8 DIA. METHOD 04 21V^ HORIZONTALNERTICAL #5 3W REINFORCING �, ;�, L SCALE: 3/4"=1'-Q' #5 BARS ,.E .11 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 vAmabdesigngroup.com AA 0.0003325 I 0 aUBDIV. at 1,0751 SILVERADO LOT #26 BLK #7 PROJECT* 04128.002-26071 MODEit 4EHB "2605-HAYDEN" GARAGE arIING: RIGHT PAGE: DETAILS 50 MPH EXP. I lmxK'l: �7.1 DA IM 08/20/19 aCAL.E: 1/4"=1'—O" aiIEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W4 (10) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 112" 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. B. 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"' x2 7/8" LONG, WATH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWASE. HEADER SCHEDULE MARK CRRiArION REMARK DE iQ (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O. . = 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) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 8x16 (1)pfi (1)85 WA GROUTED SOLID BB2 MASONRY 3000 Bx8 E (1)NS WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 41ss`4w66 SAFE LOAD - POUNDS PER LINEAR FOOT S SAFP LOAD /►�► SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUB e7aas *w-is enact smis wlsa ls one -is el0nae wo-ts erala a1 wo onols erx4s ol'aaa ww.1a TYPE LENGTH SUS SF8 RCMU TYPE LENGTH eFatt eFW I oPstt 0"M I ePlatt eF1aR7 matt W20-V e1+a4tt V34-V "SNIT I V2W etaatt MU 3'd H27 PRECAST 2231 m ono sin sm eon Mloon 8'd (42') PRECAST 1026 7024 1696 Yd (42') PRECAST Im as Awl Owl an six toot aw wenIa iw wn /woo 71w taco 2110 304 016 ew aIw teat 4'-0' (48') PRECAST 1966 9!1 Win aw Sw wn 70n ow rd (4IF) PRECAST T66 7B8 1309 N-T (46) PRECAST INS 2m weo Will 4m m we awe 4w n13 7w w74 torn ilm tan LO6 7010 one 4m ws wn W-r 54 ( 7 PRECAST 1bBB taw Milo ant a7aa 4m e1m eaw 4'd (64� PRECAST 692 N1 IONS 4'd (54) PRECAST 1w Woo 2w 3375 4043 4ril sn nw 4m n/a 7a47 /m 1wn lien1w a01D aia w74 4w a71 wn B4' ln9 PRECAST 1217 Im /4w tow ma1s ON4M 94' (64') PRECAST 411 411 745 V41' (841 PRECAST 1016 t 22M awe saw owl 4m law Wow well lea Ina ma zm aw aw awl 4wx 8-10' (M PRECAST 1062 iw 1173 mf 203 NS M3M @-Ur (M PRECAST 340 =0 616 F-10' (M PRECAST m / tw 311 a0w 41n VAI ewe 010 7tw Min on. w wu aoeo m ate awo 41w 8'd PRECAST We In! taw 2177 MWon 3Mr 4w aw7 6'd PRECAST 507 721 490 ad (76") PRECAST w awl an Min sm awl MI am. m I4o7 I Iw 1 2170 1 27w 1 m, 3n2 T4 (00') PRECAST 743 1011 170 am 2a0a woe am aw rd Mn PRECAST 424 634 383 Td Wj PRECAST Tar I f mn oar am tit Ira awl aw 4an om Min m Im im Wow 1 one 1 2w an v-4• 11 PRECAST ( Z7 664 40 Im tw su aw a= aw P4' (172) PREOABT 9T6 612 230 C4• (117) PRECAST en 70 1 1474 219 Mao 7w IRS ini awl awe sew wt In 1 fate 1 tee 1 law I a284 tm lad (12n PRECAST 476 ,act ws :r» zm mtad (126) PRECAST 264 407 160 lad (12tn PRECAST m= we ,m , 7nf eN 102 tan am 2m 4754 wo m 1100 WMA IM awe US 174• (186� PRECAST ow 90 UN tea M Min 4w 114• (186� PRECAST xeo 462 16{ „'• �(138') PRECAST 474 an w Ion /a in IIw ew wtaw 1s1e als Min 4w 464 w I IMA 180A the ma f?d (1447 PRECAST 837 w m 12n Ian maw ww 124r (144') PRECAST 244 402 IV 174r (fury PRECAST Oro 4w Mw i Iw8 no an fin tan 2m aw m 470 am oa 13a lamw , will. 1S4• (+60') PRECAST 296 a1 in i= ,ne uw 2M Was 1Y4• (160� PRECAST 217 324 1f0 fYM (160') PRECAST 49 m w M N4 f Im m 18 I= 140 New gas 3/w 40 40 7m IIw u lw IN& (16n PRECAST 279 424 me 1w /m 9n 21n 200 14'd (ISSN PRECAST 206 293 100 1!'-0' (168� PRECAST Wn aw m 7R w 7 too M2 7w 1w taw Iw Min taw 410 420 n7 IM Iw 14'd (17n PRESTRESSED N.R. Nl lei NR fal NI NI lot NR 14'd (776') PRESTRESSED N.R. 254 91 14'd (176') PRESTRESSED aWe 2s an aw m es m w w m t 1S1 17n 4w m ut law aaN mtt f6'4• (164� PIEBTR�ED N.R. NR Nt NR Nt NR NR w IBM (1&� PRESTRESSEDN.R. 269 63 16'4' (184� P an aw na foe 4w = w w Tea nI few 412 M 1w0 IIw 20M 2m 2na 1T4• (206') P NR NR m NMR M NR wt Nt iT4' Wn PRESTRESSED N.R. 194 84 1rW (206•) PRE87REM ED to m as w 4w we wf 740 ew in. Im ws 1473 w eN wo taw tw fop au7 194,NRNR Mn1282) pRES1Rp6ED N0. NR NR NI Nl MR 1aM ) PRESTRESSED N.R. 148 62 194' (232; PRESTRESSED / m as Mt w w 7a aw 4w Tao tw few fen me m as 4w m ea 1w 21'M (2 n PR�1PE88ED NR NI NR NR NI 1R NR 21M (" PRE N.R. 125 42 21'-4 � PREITI 1S m aw . w m m w 4w 7Mi w aw M fOM in a40 w e46 nf4 Mla 224r WV) PRE6TREm NR M Nt M 1R M M W-V C011) PRESTRESSED NR 116 40 =4r P"') PmwrF 80ED 1n IV w m 2w m m na 4w w ew w M w IN na m m /wt Ewe I'll W-W (268') PRE6T NR IR "" "" "" "" "" 24'-0' (n PREw E88ED N.R 91 a3 24'-0• Wn PRESTREBBFD In 1n In = ST ate n1 458 414 w 40 767 w we IN tw 4w w4 M taw (A) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (a) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'SAM LOAD TABLES' BY CABTCRETE MAY 2016 EDITION - PRECAST PRODUCTS 6Y OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSMLLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM 4' OF SEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONI;ASTE-CRETE DIVISION ACCEPTANCE* 16-0126,03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA k: 0003325 ~Wt of iT Y 04 3 0 b SVHDIV. de LOT". SILVERADO LOT #26 BLK #7 PROJECT# 04128.002-26071 MODEla 4EHB "2605— HAYDEN" GARAGE STUNG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 50 MPH EXP. DAATE 08/20/19 SCALE: 1/4"=1'-0" SPIFFY S2 #5 CORNER BAR W/ NY LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI la'HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN i #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" a of P�EF�e 0 QR V16-1T/1 NOMINAL—� HEIGHT —PeA.0 Tf IT IS THIS ENGINEER'S INTENT THAT XFXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST •31/4" WINDOW n, SILL Z f o SLOPE NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 60 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8xB BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE BEAM # OF #S'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE 05 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0 8x8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF OPENING - 2' OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL ILI) REFER TO PLAN FOR LOCATIONS TYP BON Bk6' M21 BOND BEAM 1#6 TYR Bk16" �p SONDBEAM 1#S BX16 DBL. BOND TOP OF i. BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE TOP OF BOND BEAM TOP OF OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION SCALE: WOOD SECTION FASTEIIERSPACWG d. =2" MIN, 2 r MAX s. = 2 }' MIN, 9" MAX s,=1}"MIN, 2jj'MAX ed = t' MIN, 2 }'MAX d. =2" MIN, 2 j' MAX s.=2 g'MIN, 91MAX w2 4=1} MIN, 2}"MAX ea = t' MIN, 2 }" MAX d. =2" MIN, 2}" MAX s.=2 t"MIN, 9"MAX W2d e, =1 J" MIN, 2 }" MAX ea - J' MIN, 2 }'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW e, = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.com 11LAA #: 0003325 M Is Wz SVHDIV. AC w'r. SILVERADO LOT #26 BLK #7 PROJECT 04128.001-26071 MoDEu 4EHB "2605—HAYDEN" GARAGE SYnNO: RIGHT PAGE: DETAILS 50 MPH EXP. DRINT A 08/2070044 /19 SCALE: 1/4"=1'-0" s*=wr S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN NTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS38, .177" " x 2 7/8" LONG, WITH WASHER Q 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 I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS 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 (3)V'x5 n') SYR USP HTT4 W/5/8" DIA 5/53.1A PT., WOOD POST x T EXP. BOLT r--------I FIRE DRAFT STOP I71lllli� FLOORS 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS - ELEV. VIEW PRE-ENG, FLR. JOISAI 3/4" PLYWOOD I DRAFT STOP PRE-ENG. FLR. JOISTS n II 11 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS GIRDER TO CMU WALL V LGUM26-2 W/(6)%W W BOLTS AND (6) WS3 V SCREWS TO Gil FIRST FLOOR FRAMING PLAN SCALE: 1/4" - V-0" OWT i44i N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 Is Y W�U SILVERADO LOT #26 BLK #7 PROJECT* 04128.002-26071 MODEI1 4EHB "2605- HAYDEN" GARAGE SKIING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 50 MPH EXP. 51 D TM 08/20/19 SCALE: 1/4"=1'—O" SHEET S3 NGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE Q 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR RAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTAt6 TRUSS ANCHOR "ROOF/WALL/FLOOR ITH (9) 1 Od x 1 Z NAILS TO SHEATHING RUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE" ONCRETE EMBEDMENT. DBL PLY, A PT SYP #22'X60(4'-0" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 1/I' TO TRUSS. FL#17680 NO OVER TRUSS (NOT NAILS, 2 ROWS, W O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 2-PLY 10d x 1 IZ TO TRUSS EA STRAP. FL#17680 BED IN CONJUNCTION WITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17680 x2, 2z WOOD FASCIA (A) USP LUGT2 W/ (5)114.0" POWERS TEE ARCHITECTURAL WEDGE BOLT& (16)18 GALV. NAILS TO x SECURED WI i3)18d TRUSS (2PLY) #FUJ24O (NOT SHOWN) .ALV. COMMON NAILS. ENGINEERED WOOD (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4N6" WEDGE BOLTS AND x2 SECURED W/ 10d TRUSSES 0 24" O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FLA'6223 iALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 2' O/C FOR REVIEW 16tl 2x SECUREDON AND APPROVAL N GALV. COMMON NAILS. IF 4 SOARE USED 1x2 SECURED t MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMONN NAILS BEAM SOLID, 6' EACH WAY OF BOLTS MASONRY BOND BEAM 12' O� BEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 1 B ���� TYPICAL ROOF GIRDER CONNECTOR(S) 2A 2B L 4- GIRDER CONNECTORS) # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 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 3 SCALE: 3W=V-U' (2) 2X4 No.2 SYP DIAL 2x4 BLOCKING BETWEEN 3/4" T & G SUSFLOOR GLUED AND BRACE W/ (3)12d a EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X43RACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA1220GAUGE SEAMS) W/ 10dx1/2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1) "X" BRACE Q EACH END TOTAL OF 10 30'-l" TO 60'-0 (3)'7(" BRACE SECURE 2z8 PT. PLATE (1) "X" BRACE O' CENTER TO BLK W/ 1/2' DIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2z WOOD FASCIA, STRENGTH EPDXY 6' :1(2) SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 6' P.T. PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/2' HIGH TRUSS ENG) SECURED W/ STRENGTH CLG. BOARD 100§ EACH TRUSS 10 ® SECURE TRUSS TO TOP PLATE w! (2) TO BE INSTALLED 16d TOENAILS 10'-U' O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20)16d z SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., BOND BEAM REQ. 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 i/2'GYP. WL. BD. - °' s ° BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS scALE:34""i'-D-a' GIRDER/WOOD POST CONNECTIONS FLOOR TRUSS CONNECTION @ L.B.W. `* scALE:3/4'=r-a' (NO UPLIFT) DEPTH 1/4•D —HOLE EDGE >5/8" —HOLE DIAMETER < 2/5•D SGL. STUD OUTER 1/3 ( SPAN ONLY EDGE >516' C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 BTM. HOLE DIAMETER D - USP THDH28-2 G <4800 LBS, U <2650 LBS W/ (4) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. PLATE <315•0 DBL. STUD EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FUM7232 WOOD LEDGER STUD NOTCHING �9�ATTACHMENT DETAIL AND BORING LIMITS SCALE: 314"=1'0 8 SCALE: VEDGE CENTRAL 2r MAX. / WEDGE SPACING SPACING OPEN WES TRUSS SPACING SEE SEE CHEDUL SCHEDULE OF sm SEE FRAMINGPLAN TYP TYP P LEDGER BOARD SPLICE (OR END OF LEDGER BD.) =E SCHEDULE FO J L­-SEE LEDGER W EDGE Lt YP PTTO ELT 912E 5 12" SCHEDULE LED2X10 8E _ MBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 6' FRONT ALL AROUND BOLT. LEDGER Ell. 13 2. END OF FRONT AND REAR m ? LEDGER SHOULD LAP A MIN 4 ? OF 4'-(P'. (2) 2X10 "O� 3. ALL BOLTS TO HAVE SYP PT Z WASHERS Z b' °D i 4. EXP. BOLTS/J-BOLTS (2) 2X8 SHOULD NOT BE ANY REAR SYP PT CLOSER THAN 6' O/C. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE 1BOLTSIZE Imm. END DwrANmi cBi1RALSPAcm A DOUBLE 2x8 10 8" 16' O/C E DOUBLE 200 (2) 314' 8" 22' O/C WOOD LEDGER DETAIL 10 SCALE: 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 60 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, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS__ SCALE: 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-77446078 FAX: 407-774.4078 www.abdoeigngroup.com L AA #: 0003326 p�p r4 it a 0 z Y d J b 4 aUBDiv as LOT 0141 SILVERADO LOT #26 BLK #7 PROJMCT* 04128.002-26071 moDuze 4EHB "2605—HAYDEN" oA1twGE 8�1MG. RIGHT PALM. DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. Dw E: 08/20/19 BCA=: 1/4"=1'-0" 81MET S3.1A FLOOR DECK 2x6 PT TERMINATION — 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 1U-U' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0" DBL PT 2x6 BlK'NG BETWEEN TRUSSES W/ 10d (CP 3" O.C. 1 ST PLY INTO LEDGER AND 10d 0 3' O.C. STAGGERED UPPER PLY INTO 24 BELOW 8" CMU WALL— REINF PER PLAN O K #8 WOOD SCREWS x 7' LONG C 3•' O.C.; MI STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN DBL2X8LEDGER TO CMU W/ 1/2, EXP. BOLT NI AT 16' O.C. AND 8" FROM IN END W/ MIN 5-10 EMBED. uI FLO -j- /4„ NAILING PATTERN I An 24„ M �-PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS a 170.0. REPAIR DETAIL IF 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL USP LFTA6 W/ (16) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTA6 W/ (16) 8d COMMON NAZI R EACH END FL#17244 FLOOR TRUSS OR PLATE STRAPS W/ 1Otl x i GIRDER TRUSS 1f2" HDG NAILS FL#17239 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=T-(Y SECURE 2.6 PT. PLATE TO BLK- W/ 1/2" DIA ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's S" O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1 ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN 0 4-t MI #8 WOOD SCREWS IM x 7'LONG Q 3'O.C.; 'Nµ' STAGGERED OFF CENTERLINE OFF 2x8; NI 3/4" AS SHOWN USP A3 EA TRUSS 4„ NAILING�IlIlP1AF�T'T"ERN 2x4 P.T. CEILING --PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) DB12X10 LEDGER ® 17, O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 SCALE: 3/4"=1'-0" PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC.POURED LINTEL COURSE �— CONT. 2x4 SECURED W/ (2)1Gd's Q EACH TRUSS TO BE INSTALLED ® 10'-W O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=17-0' #8 WOOD SCREWS x 7' LONG 0 3" O.C.; STAGGERED NI AS SHOWN IM DBL 2X8 LEDGER j1111N11 TO CMU W/ 1/7' EXP. BOLT 8" CMU WALL AT 1S' O.C. AND 8" FROM N) REINF PER PLAN END W/ MIN 5-1/7 EMBED. FLOOR DECK aL PER ELEVATION rL LL -71MIIF�`" N lO 3 NAMING PATTERN U= T I' �- PRE-ENGINEERED WOOD 24 M 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS C 17. O.C. 1X2 FIRESTOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 scALE: ara•'=r-0• 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 5 O x 0 evsalV ae LOT SILVERADO LOT #26 BLK #7 PROJECT* 04128.002-26071 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. W MD A AMUCHACRA AR NO 93723 10 DPANT ATE: 08/20/19 SCALE: 1/4"=1'-0" MMET S3.1B PRE-ENGINEERED �1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003326 h a I $ Y to d 0 a� 9vsDM as IAT SILVERADO LOT #26 BLK #7 PROJECT 04128.001-26071 MODEZA 4EHB "2605— HAYDEN" GARAGE SKIING: RIGHT PAGE: DETAILS 50 MPH EXP. BJ Daurr mom" A 08/20/19 SCAM 1/4"=1'-0" eHEET S3.1C SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407.77446078 FAX 407-7744078 l www.abdosigngroup.com AA #: 0003325 y � Y by s e b �a svnDIV. as LOT: -26 SILVERADO LOT #26 BLK #7 P]moJECT 04128.00 071 MODMU 4EHB "2605- HAYDEN" GARAGE OWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 50 MPH EXP. ram: DA 08/20/19 BCA X: 1/4"=1'-0" SHEET S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 401-774-6078 FAX: 407-774-4078 www.abdesigngroup.eom L AA B: 0003326 c ausD><v Z LOT SILVERADO LOT #26 BLK #7 PROJECT* 04128.002-26071 MODEL: 4EHB "2605-HAYDEN" QARAGS BWDM: RIGHT PADS: SECOND FLOOR DOWEL PLAN 50 MPH EXP. al ITM08/20/19 1/4"=V-0" .2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: .. USP LPTA W/ (10) 1Od x 1 ill" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, A77" ° x2 7/8" LONG, WITH WASHER (a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK 0EMPTION REMARK 0 (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 I 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 (cI) ZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3D00 8x16 (1)#6 (i)#6 N/A GROUTED SOLID BB2 MASONRY 30DO 8x8 (1)#5 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 1 SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �. SAFPL OAD 0" *-- SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH MM "'m wim wim 3P40a ePM4e mam eta TYPE LENGTH BU8 SF6 MU TYPE LENGTH en-+T ele4T -2-- 01a2t WIS-IT SM-2T WAD -IT ePMm WA4IT ePIW al'M-,T II WlLIT W12-2T 9'4e (42') PRECAST 2231 3'41• On PRECAST TOYS IOTA ISMS 3'4• (47') PRECAST Iw Sae AM 43N eM3 e,32 RM ,aM Mee AM 4M4 aM W32 7aN 4'•M" (4M') PRECAST 7Ml6 4'4T W) PRECAST 766 763 130M 4'-0' He') PRECAST 1Me MM 3010 San 4M am ea7e tan Moe am MID am nM DOTS 4-0 (647 PRECAST ISMS 4'4P (641 PRECAST 502 W1 1073 4'-6• (M-) PRECAST I2n 20M an aim 400 47,t we Nn Ma DO7 Sam 40M 471 WO 84• (641 PRECAST 1217 S4• (64') PRECAST 411 411 745 94• �49 PRECAST 1016 17I 2ae MM MM Mn 402 toil 1710 sae Mae 33M Me, 4MM V-I0• (7M•) PRECAST 1062 SAW (M PRECAST 340 339 616 B-IV (M PRECAST 2Me atn SM.4133 OM tan 2010 MM nn MM 038 W4• (7M) PRECAST M06 W!' (�) PRECAST WT 721 400 WE (78•) PRECAST eM t 2= Mel 3M 2. eM 14n iM 2eM 37e0 SM, 3772 r4r (MO•) PRECAST 748 T-B• (MO•) PRECAST 424 534 30 Tfi on PRECAST rn t t MM M r AM �IEXKMm 12M I M 2M AM M2/ AMa W4• (112-) PRECAST �,{ W4' (112-) PRECAST 326 512 230 W4' (112) PRECAST eoi 7M „ ,4M an am M, eM n,e 10q tale Mel Mte 1W-0• (126� PRECAST fie 1W-0 (I2n PRECAST 264 401 180 1W-0' (126) PRECAST pe em 110 , eM ea I lte0 ion ,7n 3aM un MM 71'4• (13W) PRECAST 362 IT-C (136) PRECAST 280 452 154 IT-C (136) PRECAST 4T4 ON aM ton to 17a 4M as i 1372 tan mew 21n f70• (144-) PRECAST 937 I7-0• (1"j PRECAST 244 402 IV 17-W (I"') PRECAST 470 40 724 eM 11 t tan 470 MO e40 13a t t Mm 1T4• (1671 PRECAST 2M0 IV41- (ISO PRECAST 217 324 110 174• (ISO PRECAST 4M 3M en Tee w , 1M3 4M 4n 7M HM 147 , 13n 74'4P (166� PRECAST 27M 14'4T' (1!6') PRECAST 206 2M3 100 U'-0• (186� PRECAST 314 M aM TM eM tm 4n 4M TIT • ,Op , IM7 14'4r (im PRE67f4E88FD N.R I" (178') PRESTRESSED NAL 2S4 Mt 74141' (17a7 PRE87REBBED Ma 3M n0 ea M. m 1131 ill M6 en 110 t , 77M 16'4• (16P) FRE811k"881iD N.R. 16'4' (184") PRESTRESSED N.R 2511 B3 194• (1641 PRESTREBBED Me 313 3M 4M ell ea eM M. i 911 na IT4• (206') PAEBIRE88W N.R. 1T4' (20B•) PRESTRESSED N.R. 194 64 1T4• (4D6) PRESTRESSED ,n M3 3M 406 aM at 140 M. 7M tat eM un IW4• (7d2') ppE$TRESBEp N.R low (•Y3Y) PRESIRE88ED N.R. 146 62 1W4• C '1 PREIIREBSED "3 "AI In 9M M3 38 4M 4n aM ow Mt ea 1 747 12n 21'4• Pr PRESTRESSEDN.R. 21'4. 12 n PRESTRESSED N.R. 125 42 21'4' Pam•) PRESTRESSED to to 204 rM 3ai m aM en M. TM ea eM lee /Ne 27-0` 01649 PRE97REUM N.R �'-0• (MI PRESTRESSED N.R 116 40 27-0• C264� PRESTRESSED In to In 2M 9M 3M = 813 4a • am* lee aM eM 24'-0• CA" PRESTRESSED N.R. 2Y-0• (2B!'} PRI�TRE88ED N.R.W 93 24'.P W PR6Bi�BED lM 1M 17e 222 u7 31e M2 46 4n M 40 7n an em 1M MO 4a eN as 10C - _ 7ffi (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. • ALL VALUES TAKEN FROM `SAFE LOAD TABLES' BY CASTCRETE MAY 2045 EDITION - PRECAST PRODUCTS SY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM O OF BEARING PAST EACH WE OF Y3INDOYN OPEMNO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE A 16-0126.03 �®®ram® �o®moo©o om0000m O�mOmmE D�m0000 mo�E�r©mom mmmomov 000Q•��+ m��O�Om moor_ c��!�! DE�AO©iE� [�.'^ �m00�00 Omm0000 ODm00t'"�!Q^ oo®o©mv oomoo�Q! ODm�OmO oommo®o DOmm��O 000���0 momommo ®D�Om00 ��Omm00 D�00��m ��0000© 8F18-1T/OMI06 BF18-1TJOMI013 4 �"a k GT a 3J 8 BETS-1TIOMIOB P P' e s" a U.N.O. PROVIDE BB2 WHERE -• N ROOF TRUSSES BEAR, TOP OF WALL EL 10'-0" a' r---t fi xe a41 r� A €U� 8Ft6-1T/OM/OB 8F184T/000B BE1S-11/O10(08 ' I I SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX:407-774-4078 www.abtleaigngroup.com AA 6: 0003326 __ J !;IXE :e Y $QWQ 8Q� 6 sv>9a>cv ae MT1111 SILVERADO LOT #26 BLK #7 PROJECT* 04128.002-26071 HODELa 4EHB "2605— HAYDEN" OARw4sE av►ncs: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. oe/zo aIECE1' s5 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 6. 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 P8$36, .177" ° x 2 7/8" LONG, WITH WASHER Q 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 I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPUFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 81ZE 6 BASE PLATER O REMARK DEiSCRIPTION REINFORCEMENT WD-1 4X6 (3 X A5 )g') SYP. USP HTT4 W/5/S" DIA 5/33.1A PT., WOOD POST x 5" EXP. BOLT '-------------------------- ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 3 C C a SVHan•. to LOT: SILVERADO LOT #26 BLK #7 PROJEC.r# 0 128.002-2 071 MODZU 4EHB "2605- HAYDEN" GARAGE awsMG: RIGHT PAGE: ROOFPLFARNMING AND NOTES 50 MPH EXP. - . _ F-PltngTDA Z:: 08/20/19 SCALE: 1/4"=1'—O" 8*0c= s6 414 AD q F w ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-1 1 ZONE 1 .8. 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"- 4'-O" 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 7116' O.S.B. OR 1/Z CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT S'O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 4" O.C. EDGEWISE 4 2z BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RINGSHANK, 21/2' 0.12W 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) Sol SCREW SHANK 2 112" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 1IZ' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL, Sd RING SHANK GUN NAILS @ 4" O.C. .- TOP & BOTTOM EDGES .- J a Z O . n W , � LL J_ Lj y Ot ........... TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS I� 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS a 1Z' O.C. IN FIELD or 8d x 210 SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.8,.)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: FBGR 2017, 6th EDITION ACT 318A4, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALLDETAILS 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 DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOANS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWNGS. 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 per 20 d TOP CHO D ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXMJNI AGGREGATE SIZE SWILL BE 318. WOOD: PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Mr. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF PROVIDE 64AL CONTINLIOU5 .ON POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlAB3GROUND WHERE INDICATED ON ELASTICITY-1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FORS STRUCTURAL USE THAT SHALL BE TREATEDELS ED FOR ANY 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 WTH ACT 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 /S OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, SIN EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY SE REOUIREO RUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED T-O' OC, EACH WAY, REINFORCING STEEL: REBAR SHALL BE ASTM AB15 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 801N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WI 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 ENGINEER'S REVIEW. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' 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-OIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIAIVrCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. P R -non-concurrent 10 pd BTM CHORD non -concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR • 36' #5 BAR • 30' 97 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 38" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOF$ IN ACCORDANCE WITH ANSI A58.1-1982. 15 pd TOP CHORD 20 PST TOP CHORD (7 Pd WASPHALT SHINGLES) (10 pdwl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 70 pef BTM CHORD 5 pd BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pd MINIMUM 10 INCH HOOKS OR FIENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pd WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =150 MPH S- SECOND GUST STAIRS LIVE LOAD 40 pet RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IH INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10prf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE. REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30pd, STAIRS: PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pd MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATION8 FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR 70 SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 7500 PSI. BLOCK SHALL BE PLACED LASING AND CLADDING WND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NA LS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LAresr CATALOG. FOUNDATION/ SITE PREPARATION: " "9" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pd, FOOTING TYPE M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM D-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE E SWILL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT EAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENTTECHNICAL ENGINEER VERIFY REINFORCING. SUCCESSFUL COMPLETION OF 917E PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THHEE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, A REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER: 1-11 FOR Mi AND SMALLER Y FOR#8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-iR" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPLICAIION 812E TYPE SPACING REMAPote APPtIGTON SIZE TYPE ePACINo ME— W—URRING TD MASONRY I CONC. CASEHARDENEDCOIL NNLI I/T LONG. S, GMgGE dXIR BUCx To MASONRYIdINC. SEE DETAIL eEE DETAIL 6EE DETAIL SEE DETAIL SGO AL. EXT. DOORS RDENEDCOIL YOIC WINDDW4X10R1 FASTENED OARP.GE DooR BLCx SEE DETAIL SEE. SEE DETAIL BEE DETAIL tr PT, BEE NDTEB NULI TIT LONG. BTAODERED INTO MABONRYICONC. To— .- CASEWIRDENEDWIL rac wvlaoawnooRI PABTENEO METUSTRAPTo CONTACT THIS ENGINEER FOR SPACING 1a PT, SEENOTEB NULL 1?LONG. STAGGERED I-- A&-NYtr/L\YIC REQUIREMENTS EM. SWIN—S BUdt3PT SEEE NOTES )311aQA WASHER 'TMGM FAST18i IS— 11/T EMBEDB•EPD. dsT..t trr EDGE deT. NOII BEAIdNO wV00 WALL TO CONC. BIPB IYC E%PMl90N d'EMBED d•EIO W/WA911ER BOLT 2d QC d3T.. 3'FDGE dBi hfi WIND04N ENO( 38-PAFx219- B'C,C ND. deT.,tt? Pl TO STEEL COL.. BEE W/wA&1ER eTAOOERED SEDGE dfiT. —El 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOAS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHIALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NCA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAP TO THE SUBSTRATE. 1441. N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443076 FAX: 407-774.407E www.abdesigngroup.com AA M: 0003325 y�t Y • � 5 O 4 BtMDIv Ae LOT SILVERADO LOT #26 BLK #7 PROJECT* 04128, 002-26071 MODEIe 4EHB "2605— HAYDEN" GARAGE STUNG: RIGHT PAGE: DETAILS 50 MPH EXP. APOC Hnt-ari = STATE OF FLORA a 8 0� A AM AR NO >i3'm PRINT 08/20/19 DATE: BiCALE: 1/4"=1'—O" a 1 A