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HomeMy WebLinkAbout7161 Boxer Round Pl99 20f' 99 -HAYDEN ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, HOM ES AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE FEB Z 3 2g7o CITY OF ZEPHYRHI 12602 TELECOM DRIVE, TAMPA, F1 33637 PLAN EXAMINER TftI: (813) 740-9720 Fax- (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nmm CQBE, N `,� •AIL LOCAL MID STATE CODES •OCCUPANCY - RE MTL44 GROUP R3 •CONSTRUCTION TYPE — VB DTfERIOR FM— CLASS B -BASIC WIND SPEBD — Yult=150 MPH Vasd=11611PH 'I -STORY _ B • 1-STORY RESIDENCE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUM,LUMINOUS ALT. ALTERNATE M.C. CR MANUFACTURER CABINET AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL TO SCALE CLG. CEILING N.T.S. NOT ON CENTER CLR CLEAR O.C. ER corc. CONCRETE PL PROPERTY CPT. CARPET P.B. PUSHBUTTON C.T. D CERAMIC TILE PH. PHONE D. DR PLY. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED Pp_ FAIR DNA. DIAMETER P.T. PRESSURE TREATED RE$ DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RA.G. RETURN AIR GRILL DR DOOR REP. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAR R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SUING. SHEATHING EXT. EXTERIOR SHWR SHOWER F.G./FJC. FIXED GLASS SIM, SIMILAR F.G. FUEL GAS S. SLIDING FM. FINISH SL.OL. SLIDING GLASS FL FLOOR STD. STANDARD FR.D FLUORESCENT sws SECTION WALL FR. DR FRENCH DOOR SECTION FT FOOTING T TEMKREDGLASs GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT TO TOP OF PLATE PIER T.O.S. TOPOFSLAB INTERRUPTER GL. GLASS U.N. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE ROOF HDR. HEADER LOW CORE w WASHER HGT.OR HT HEIGHT W/ WITH HOT. INSULATION W/ WOOD INT. INTERIOR Wow, WINDOW TER w.I. WROUGHH WATERHT[RON DATE DESCRIPTION 06RMI1 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION O�Dro BID BET ISSUED PG CI -COVER SHEET PG GN—GENERAL NOTES PG Al-FIRSFLOOR T PLAN PG AlA—FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG ASH -LEFT &RIGHT ELEVATIONS "H" PG Ei—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN pG Nil -FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING pG MAl -MALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG MA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS 02A3AD ADDED ELEV.'J' s W UATH RK BIDING PER MA5=6 0240/16 DID BET REISSUED 04A1ro FOOTREVISION6 PER M. U.E$ MG DO 06ASA8 I -JOISTS INTO MASTER PLAN 46/0 CCNBTIWTION DOCUMENTS RE-ISSUHD O6/IlAB ADDED VALLEY FRAMMG DETAIL, UPDATED BOLLARD DETAIL OVJ6A9 DETAIL -.'ADDMG DAR TO BOND REAM' ADDED TO SI]A 0146AS PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. AB OUCHAC RA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4076 03,m REVISED LINTEL SIZE AT FRONT ENTRY DOOR SQ.FT. CALC.'S ",*AS UPDATED LEDGER DOLT SIZE 4 SPACMCs 06ASM REVISED I -JOIST LAYOUT ST FM LIVM6 104 $a FT. 7rO RR uvMG I 5®1 Sa FT. TOTAL LIvm 2/pOO $a FT. GARAGE 431 60. FT. PORCH ELEVS'H' III SQ FT. TOTAL l].Ev'8 i±' 3,N33 SQ. FT. 60PATIO w Iba FT. M21/19 ADDED LED LIGHTS TO KITC14EN a BATHRO" MR MAW, aOUEie OTFJ3A9 ADDED STOW OPTION TO ELEVATIONS Ya','H','J' 1 1C' 08IL9/19 LEDGER DOLT SPACM 1 REvIWD �/JIj/R ADDED OPT. S'•®' CEILING HEK•HTS STRUCTURAL SHEET DESCRIPTION PG 31-FOUNDATION PLAN PG 31.1A—DETAILS PG 31.2—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 S11A-DETAILS PG S3.1131-DETAILS PG S34C-DETAILS PG 34-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SID-ROOF FRAMING PLAN PG SNl-DETAILS DRAINING / 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 WHI RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TDLELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWMG SET. 144i N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-774-4078 WW"bdesigngroup.com L AA M: 0003325 O � Y AMILLI L, jl� I mm aUDDIV. As LOT. SILVERADO LOT #6 BLK #18 PIROJECT 04128.001-06181 MODEL: 4EHB "2605-HAYDEN" GARAGE 8TnNG: RIGHT PAGE: COVER SHEET 50 MPH EXP. DRMT 12/03/19 81CALE: 1/4"=1'—O" >!]FIEET C1 GENERAL NOTES WM WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) I. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 8th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. 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 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0 BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN INS INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5I 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOO) TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROCFANAUJFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W 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 COVERNGS 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 FINISNES 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-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FUM RESN{TANT 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/? 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 I 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. EMFWR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) d N. RONALD RFAGAN BL LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA 8: 0003325 ms 7 O a W I 0 suDDIV. a wlii; SILVERADO LOT #6 BLK #18 PROJECT* 04128.002-06181 MODETA 4EHB "2605- HAYDEN" GARAGE O' HMG: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. DA 6`. 12/03/19 sCALJE: 1/4"=1'-O" 13IiL'ET GN PATIO 9 0 RHANG r — — — — — — — — — or RooF I I 3052- 3052 U2. (2) 3052-SH EGRE ---8 I 12'-4' I 1 I BEDROOM#2 RD OOMG 1 umG cD W-V CLG W-V C1.G. ROOM 5'-S' 3'-8' 6'-10' 3'-8' 9'-0' a� I F a A I I (2) 2068 POST &CIV ��� O10 mZ • VIC 11 BATH#2 / I I C I e,-, O.MIENG..III 1 I I I I I01H Iti 1 � I A 3_0. 2�_B. r B�_0. I •9 4,_0. o 2 --- 2668 BC W.H. STAIR DATA 20 MIN. Q 16 RISER • TS4' SH -- ARCH IS TREADS 10' L/J BOLLARD B AS REGL PER BLDG. 11 CODE Ut GARAGE 9 PLEX " s FOYER B'B' _ W-V CLG III W-V CG 9 III 3068 III UAA2' III TRANS 2'-10' 16'_m' '-10' s rrlti I 9,_8. _6 10 PORCH e g qy 0 16'-O' X 9'-O' OR . — — — — — — — — — — — — — — — — — — — — a64 FIRST FLOOR PLAN SCALE, 1/4' " 1'-0' NOTE,2-67ORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN Fly' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN lh'(35mm) THICK OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN ly'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL DE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(0.9mm) 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. POOR 2011 (6TH ED.) 302.E OlArINea NC CLKIM Mo LOADS BA9CMDE2rom FOR SMCOIDOW 01B SOONE ME 1AYFHMDMA RBlMI11B NDRTE POOfAM MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA &360. MIN. 41 5 23/-21 CRITERIA 16010 O.H.O. 112 1 5 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 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOI WDATEW" SQ.FT. CAM'S IST RR LMNG 1,104 Sa FT. 2ND RR LIVMG IS01 SQ. FT. TOTAL LIVING 2,6®5 SQ FT. GARAGE 431 Sa FT. FOIWW ELEV'S 'N' III 86L FT. TOTAL ELEVS 14' 3,153 ea FT. 8a10 PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND W-W BLOCK WALL LIND ON PLANS BfWA HGT. VARIES UNBLOCK PLAANNSL 18'-8' BRG INTERIOR ® BRG. WALL UNA. ON PLANS 4' INTERIOR LOAD BRG. WALL UND ON PLANS -ALL INTERIOR D00R8 TO BE 6'-8' -ALL EXTERIOR DOORS TO BE W-8' UNLESS NOTED OTHERWISE 144i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 9s � tsii� BUDDIV. & LOT: SILVERADO LOT #6 BLK #18 PROJECT 04128.001-06181 HODEU 4EHB "2605— HAYDEN" GARAGE DWRATG: RIGHT PAGE: FIRST FLOOR PLAN 50 MPH EXP. DA IL- 12/03/19 SICALE: 1/4"=1'—O" a Al C Al DSL. TOP PLATE M R DETAIL DL- E, I/2'.I'-0' I ARCH DTL. B SGALE, 1/2'-1'-0' 42' K HALF WALL \\ � CAP (2) LAYERB OF 3/4' PLYWOOD /j'SECU E TREADS TO STRINGER AH U PER PAOTOTOO ! ROOK SOLID MATERIAL RIPS FOR/ TO � ROOK aMEATNMb CUED 4 aCREWED PER OCHEOLLE ER SOLID NAILING TO Sus-m Sm SWE THK70lSS 10'•0 3/4' 2NO FIN. FLR V-S' DR3. HGT. i ! r—[_ / \\ W \ \ PRE•ENG'D � FLOORaRSYSTEM(SEE FLOO \ \ \ FRAMING "ET) \ \ 4' KICK PLATE 1' MAX. �AIIM \ W. BTMGM TO CONFOW TO FSCR STH \ EORION (20n) MIN. TREAD•10' MAx RISER.T 3/4• um'.STAIR DATA: MAX VARIATION IN FOGERaRREADS FTI� \ MIK ADJACWT TO EACH OTHER 3/S' MAX 19 B . \ S T O R VARIATION IN ANY RISERRIIAD HANDRAIL 10'. I' NOSING CIRCULAR CROSS SECTION DIA TO SE I . p V4' OR PROVIDE EQUIVALENT 3-2x2 SYP STRSY#R \ GRAWADILITY WINDERS- MN. S' WIDE • END MIN. II' WDTFI • O' FROM WNFNARROW LLOF OFT \ 2 NOT. WACION . DEAMEDD NMROW END 34' MN HANDRAIL SUS-0.00R AONMYE NOTE, ER A HORIZONTAL UN \ '� -ENCL_ \ L4MBLE S,BASt IRS SHALL 1AVE WALLS,ACE STAIR \ SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I/2' GYPIXf7 i X 4 2RX I BTR IVIM \ EIOARDS. PSCR M.I. SECURE WOCI \ STAIR SECTION MAGCOW NAILS • 2X4 PT. SLEEPER INTO SLAG UTNN S' OF EACH END. "' OL. MAX HANDRAIL • V 2X4 RE IN 42' NI. 14 WALL UV CAP THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER F5CR R311.1.82 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A _�• DIAMETER OF I#'s 2' OR A NONCIRCULAR CROSS SECTION WITH A o g PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES A SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 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,S.1 / F.B.C. 2011 NDRAIL SECTION (01H E,3/4'.I'-0' 1441 N. RONAL.D REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AAA: 0003326 `d $ 5 Mimi, E UDDIV. As LOT SILVERADO LOT #6 BLK #18 PROJECT 04128.002-06181 MODELa 4EHB "2605-HAYDEN" CARAGE 8WWQ: RIGHT PAGZ: FLOOR PLAN SECTIONS / DETAILS 50 MPH EXP. awT 12/03/19 8CALE: 1/4"=1'-0" aI3EET A1A 'A.M.A. 0XV. I M-4, I IEEE mom o a. SECOND FLOOR PLAN WALE. 1/4 - I'-V' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-7744078 wwwAbdesigngroup.00m L AA #. 0003325 A d fl 3it BUDDIV. Sg LOT SILVERADO LOT #6 BLK #18 04128.002-06181 MODIBU 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PACE: SECOND FLOOR PLAN �50 MPH EXP. Rj SHINGLE 26'-8' SLOG. HGT. I 4 FY M N1'X48' DECORATIVE SHUTTER OR EQUIVALENT IV-8' 2ND FLR , Bier.. - FYPON DICTIIXIT OR EQUIVALENT 6' RAISED SAND (TYPJ 2ND FIN. FLR 8'-8' ERG. HGT.�, ENTRY ' 4 4' RAISED —\ TYP. SAND (TYP.) 8' RAISED SAND (TYP.) m'-O'FIN. FLFP , u lk_____ lk 'IK ____ —� ----_—_-^---------- INS FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 2ND FLR BRG. HST. 4' RAISED SAND 6' RAISED SAND ,CI0'-0 3/4' 2ND FIN. FLR . S'-8' CLG. 1-*T. ——COACH L*44T O'-0' FIN. FLR AREA OF ATTIC IM SQ, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA a 1585 Aw - S18 VENTILATION AREA X SO, INCHES PER FT. (144) 780.8 SQ, IN. NON, REQUIRED VENTILATION .5X 76U IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 380.4 /115 TOW 0 OF VENTS REQUIRED = 330713 TOTALROF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE IERIMTER OF THE HOUSE, LESS THE OVERHANG EITERIOROF WALLTO EXTERIOROF WALL, NOOVERHANGSINCWDED 12 OFF RIDGE VENT OPP RIDGE VENT g I8'-8' 2ND FLR4, _ ; 2ND FLR MRG HG IS HG_ I I I l T. I I I I v a r d 1/I' THIII a COAT GeMe+T DHPLASTER APPLIED I r ~ A r ~ DIRECTLY TO MASONRY I I 4 A4' GALV.'L'-1 1 SE PLA914M T IN 10'-0 3/4' 2ND FLR , I I `'' ,�10'•0 3/4. 2ND FLR MOM& CP91aw PlelliiL,seo GHPYY.E6 OVER ^JD FEL aN6 SYP PT LEDGER W/ FIN. FLR/Bfin HST. --� _-- ------------_.�____-_- --- '-- 4FIN. FLR/BRG. HST. PAPlR ON �ni'OeD. SHEATHNG aR IR7:a'MRlADCD ROD aA' ,L8'-8' CLG. HST. in, COX PLYWOOD SECURED PER O.G. 4 WTFIN 6' OP EACH T _______—_—_—_—___—______ _- ___ _— _- �— NAILNG 804MUpMME END MAIL GET N SVV%M 4D I 0 � P L RRD[PCR BLEW HIGH GTIlNGTH lIfPDXY I I a 2X6 TYP. I I x6 GYP RA TnIM OR El PR!-ENGb TRUGG I I fPlR! tvJ (S ROOF GLOM PER i I a GUSSBT TO EI! SECURED TO CHANNEL FOR GOPFIT I 1 2X6 PIU10M W Gd NAIL6 D' O.G. • PERIMETeR 0'0'-O'FIN.FL I 1 _-- `° ------------------- -- -- 0'-O'FIN.FLR. LUSa6W/[4)N9d'4 — -I TO LEDGER NVD fa) IOid'4 TO 2x6 JOIST 2_0' 2X6 SYP PT LEDGER W/ V2'..6' THREADW ROD 32' OG. 4 WTHN "IF EACH END MAX SET N GC1P60N HIGH STRENGTH EXPDXY 6' MN EMtilD. REAR ELEVATION OVERHANG DETAIL A SCALE: SCALE: 1/4 . I'-0' TEXTURED FINISH 1/4.1' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgrgroup.com AA G: 0003326 f J aUNDIV. JL LOT SILVERADO LOT #6 BLK #18 PROJECT# 04128.002-06181 1[ODEIt 4EHB "2605- HAYDEN" GARAGE EWING: RIGHT PAGE: FRONT & REAR ELEVATION "H„ 50 MPH EXP. Dj DRINT mom"' A 12/03/19 aCALE: 1/4"=1'-0" BKOUT A3 H 2ND FLR BkYs. HGT.------- 10'-0 3/4' 2ND FIN. FLR/BR.'s. HGT. V-S' CLG. HGT. 0'-O' FIN. FLR 2ND FLR.o, BRG. HGT. 10'-0 3/4' 2ND FLR, _ FIN. FLR 8'-B' BEG. HGT.� • ENTRY 0'-0' FIN. FLR _ A LEFT ELEVATION SCALE, 1/4 " I'-0' TEXTURED FINISH RIGHT ELEVATION SCALES 1/4 " I'-0' TEXTURED FINISH FRAME DOWN FM FYPON BKTIIXIl OR EO.UIVALENT IB'-B' 21 D FLR ---- BRG. HGT. 10'-0 3/4' 2ND FLR FIN. FLR./BRG. HGT. BRG. HGT. • ENTRY a0-0'FIN. ,0IB'-B' 2ND FLR BRCsv NC,T. OIO'-0 3/4' 2ND FLR FIN. FLR AB'-B' CLG. W.T.,q, 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 w F a iL BUDD:v ae LO SILVERADO LOT #6 BLK #18 PROM 04128.001-06181 MODEL: 4EHB "2605-HAYDEN" GARAGE 8Wn9G: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 50 MPH EXP. 164 1 1 na.AW a A MOUCPA AR NoMM momm", DwrB 12/03/19 SCALE: 1/4"=1'-0" 4 IL J BiiEET A4 H A 1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� DSV OUTLET 20 A W I NUS FOLE IOV OUTLET 'IV OJILET to Q OUnAT WEND To awreH 4:�r GPI RIPY OUTLET ETR lla j IRMA TYPE) a@ 220V OUTLET (u W CONNECTION QUUTLt�rMW� tet�nnT SEATOI 4111 B-WAY OPER. W4 WATC14 4-WAY O!•ER ' -0 ' L—OW CELNb LIGHT © LED CL.G LIGHT LIM VAPOR ©vp POICOP LIGHT O VP VAPOR F KW LRENT OQ MCMMWD CAN eVNT. FAN I CR7 Feet SQ Ft. 'PAN WLROert iOT'IFR fa R. V Fxnm (aFur Trap err f-BLLO w4AP ® ARO►O (REGEMED) LL (SIA.2 PINTJ AROI►O 2' FLUOPSOCOW 4' PLUOR>MCOW --eLOW--a-21 C C W TRACK LW O F'APRL Nib PETER OS.D. vwxcit 12ETGTOR rM WALL MANED !Tor lAIX.uF 10++ 1 MIOM COMTOR AILki�IY� ®CAIMM SAGO M24OXM aMGE DETECTONLBVrEIc cow N OF NOT LB" TFa2N 4' FWM WALL MevAVLOWT eF� NATURAL GAS OUTLAFT ► tBLBFILOE JAOC SA4 DNDNWA*M " Ai7a0L iEl7 4�A� AIIR CONOITIORNG DRcaaBEcr �J TELEVISION JACK TO N SUFPORISO N O J45M ACCORDANCE BV GOX MAR2D AS a" POR CELM .ON CELLNG PANLtlHT �AOCOIDASE uV a1DX PUA®.AS a" FOR manna 24' NCAOBaCIW LIGHT STRIP ennnnn 26' NCANDBSCeB LOW BTMF 411' ►AMANDROCIW LOW S1Rx• FLOOD LIGHT KP oPL aECAD1BRTY R®TI• • PA AUDW-BUTTON MRCNPM Use FORT • LOCATION OP TV JAQq 4 PHONE OUTLETS 4 PAW M BE VERIFIED a W"OUAM qRE-CONBTIUCTION MEETN16 • ALL 0 4 29P APP BRAWN CIRCUITS TO !E AEG FALT RWTB=w FER EIIECTRICAL FRDNeIOW OF mm STu EDITION (flrT) . !AC glen 2ANa anITIOL • 20 AMP DEDICATED LA NCWr CIRCUIT. • GFI a ISLAND (NOT ON KRGNIN CIRCUIT) • DISI WAG EM DBOONiGT TO BE LOOKOUT N PANEL • BATMSDOM IDtN UST PAN TO HAVE MSL CAPACITY OF be OTT NTERSTRNT PER ELECTRICAL PROVISIONS OP 05=[C N MW3 FB(1 A.TN BD ff (fln2 • LAUDRY ROOT REgPTACI.! NULL BE GIDISID PALT CBALINT-WKIRUPrER PROTECTION FOR P MR$O+NE. ON PeED.Re • wRNG METWOD Nw.L BE NON FITA r- CABLE PER BLECTMCCAL PROVISIONS OF TEC4a z ED amu • OF � TOE EI.ECTRIOAL PIapVISION6 • S[ !lRGT 9FIG1lNT rYlaE PE! im a LIGWTNG MISTATM (INESIDENTlAL FOR VENT OR MICRO PATIO r- - - - - - - - - - I I 0 DDUNG I ;n ING ROOM i ROOM - - I PRE -WIRED CLG FAN I I `J (PAN. L SWITCH IN - I I CABINET IFO�RLaU /TO 2ND.aTa���SWITCH PRE -WIRED CLG FAN BDRM. N2 I yBATH Q I I t GFI N 44' / 4%B. FOR AFF. / GARAGE j J 1 DOOR Fi _ _ r 1 - C - - BOLLARD AS REQ.PER �IF� SLOG. CODE 7 III I �03 PIER -; KEYLESS PRE -WIRED / , FOYER FIXTURE CAR JL ,ELD CLO FAN III GARAGE ® VERIFY 1 II r DOOR PREWIRE — — GARAGE GFI IRRIGATION GuppFI OUTLET 0 P55 FOR I 48' AFF. ` 10 ��—PORCH --------------- \- ------------------COACH \ ------------ -- LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' • I'-m' i I I L I LED LIGHTING C�? SINGLE LAV. BATHQ W P Panel MAIN - A PANEL:&16vp cR. breaker VOLTAGE: 120 / 240 V APh 61AIN:15OAnp M.C.B FEEDER: 3. #1 Cu TMPM & 1- #8 Cu (G) in 1 IWC. OR 3-S2/0 AL TI-MM & 1-00 Cu (G) in 11 WC. ant. Pole Bo, a av1 wane CHda 0-k wave atr FaN V11. On 1 20 Extabr Rae eY GFIar7U0 1200 1 1 1 1 I I law. e12 2 2D R4WYn Pump 1000 4 6 4 ION AID C.U. 11 2 40 Speee 7 B PANEL - A PANEL: 42 crt breaker VOLTAGE: 120 / 240 V -1 Ph MAN: 150 Amp M.L.O. FEEDERS #1 Cu TNMM & 1-#8 Cu (G) in 1 1?' C. OR 3. #2A AL THNM & 1-#8 Cu (0) In 1 1t7 C. wire P.I. Bar Deaun non waft Ki-it Almon weft Dosed ttlon ak Pa. win 912 1 20 sn Land 1500 1 2 4000 Rena SO 2 me 012 1 20 i2.reawe / "V ( l A 3 4 V2 1 20 Smae Appllanee 1ste 5 e 45pp Walw N— 25 2 010 012 1 20 R or 1500 7 e 412 1 M DW Rw AFCI 1500 9 to I= DI WGFI 20 1 012 012 1 2D Ban GFIR ad. 1200 11 12 1500 M.W-her GFl 20 1 #II H4 1 15 F /H.1 APCI an 13 14 5000 Dryer GFl w 2 e10 014 1 15 LN Rm. Lana, kielron. Ole U. 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ABBREVIATIONS: MG: ARC FAULT CRCUrr KERRUPTER NC: NON4*NCIDENT LOAD OFT: OROMI)FAULTNIERRUPTER Taal had,,blein to demwW auto, 45500 Feet 10oww sat 100% 10000 RaneMng o a40% 14200 Tool AID IeW 11705 LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD Tda C-MW Lead Wee. 356U Told Am vita/210•ata 14a9 General LI htln &Roca tack Load .W AID S ue Feat - Ganrol Ua & Reo 3 W / Ft. _ 7615 HL1Yts 3 at65W7L N W 100% 195 Gams 8010 ckk# rOklWam Genval L" & an Pena A I ill 72518010 150 AMP ELECTRICAL RISER NOT TO SCALE. A. 111LK71eCAL MATERIALS AND WTALL.ATh" SHALL ='r w14 0.ECTIeCAL PROVISIONS OF THE AO ALL LOC& FoaENR B. ALL CONOUCT0116 $64041.1. am TYPE TNNUn&M tt4JM NOTLD OTlBIUAM. FIROVIDE 00 Are. 010Q40 VOLT. I CLL T" ew CU N 2'COOIAT oR3 WT w CU IN 2- CONO. NP91NATE AEOVE SOFFIT • OVERHANCU M CCMWIAMN SERV= io A'T DIfOONECT SUATCH AD EGn4o VD ILECTItlC METER IN I l7N� BE Naha 2R mNO.00m PAVOL BOAOF wnmy6TE'1 BONONG TONI UL AT LOW VOLTAW CONNECTIONS I V cu aMW= GROUP CO 4MCW TO CONOsa ENCASED POOTER OMM PER ELCCTIICAL PRDVUM" OP TTE POM A ED1TJ�d M" DU x G" LONG OOFPEUR CLAD WOUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA M 0003325 r IS 0 Mae v kk b g 8sQ Q BUDDIV. Toe LOM SILVERADO LOT #6 BLK #18 PROJL'CT/f 04128.00 —06181 UODffiLt 4EHB t12605—HAYDEN17 GARAGR 9TfWQ: RIGHT PAOM: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. as DAMS., 12/03/19 BCAL.E: 1/4"=1'-08 ell'm= E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e My OUTLET 20 AP" smug PGLe nov OUTLET 4) 1wv OUTLET V2 Q CURET WIRE® To s rrcH drl IIOV OUTLET [DUPED WU WMWPM (TAM RAW. MM MMUSTANT TYPE) MV OUTLET (4) WHIM CO+SM04 ccuuTLorgRrR°°r Rr SWITCH MBTCH S-MAY oPER MATCH 4-MAY ORR " �W4 WNLL MOUNTED ' V LIOM CEILMG LkWT © LED CLO LIGHT LED VAPOR ©VP FROM LOW O vp VAPOR FROM LENT O112C M O CAN eVENT. FAN 1 CMI PER $a FT. VENT. F.M 1 CR•I AR ea R. v FSf71EM fsFEcr TDD DY ® 4 LD WRAP AM AROItD f ) LL T fMJRFAOE MNTJ ARfLSD ] T FLUOIMSRNT 4' I1.U01rOMIT 4' TRACK MOW 0 PANEL own METER OSn. sNOIM DETEOTOR sAtT. e4CK.ls r+ti 1 w 1 WALL MCMM M1pQ DErKrOR eix. lAac-Iu• ELtl�I� ®cAlMorf 6K'A sNOIa ogteetaR Met MNALL M OF NOT La" THIN 41 FROM WALL MMANT L04T NATSWAL GAS CUMET ► TRAPHOMM JACK uw+ was ar icrrD` m lR ZLMYAM MULAIL— AIR CaOITIONM DBCOIECT TmEVWON JACK a MG am "Im TO Y MPPORtm M J O J- ACCORDANCE MM MAMKRP A! MC 1 FOR CELMOM CILm FANLMa TO DE MPPORED M ACCORDANCE Wr DON MAN= AS AM FOR Ana 24' mATDMc" LOW sTRP eeeeee M• NGMg)MCINT Lima ~ nnnnonnnn M, LIOMT STRF ILOOD Iow �. OI•T. omowwrT' IwPAD • PD. WW-DUTTCN PMCHlEB ueD rICRr • LOCATION C4 TV JAC" 4 PHONE CUTLETS 4 FA 0 TO DE VERFED - HOECYMER PIA -CONSTRUCTION MMETMtl • ALL M 4 M AM BRANCH C PKZM TO DE AMC- FAILT PROTEC1gD PEs gLECTIWICAL PRDVSIONS or MM •TH EDITICIN (0OM) 4 NEO 21OJ? 2014 EOITIOL • OB AMP DEDICATED LAUNDRY CmUm. • GR • BLAND (NOT ON KITCHEN CNWCUT) • DISMUAS ER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOMD04NUST FAN TO HAVE MN CAPACTY OF SD CFI NTERMT ENT PER ELECTRICAL PRONSIOM C' SECTION MDBTs M ND • LAUNDRY ROOM RECd°'TACLE MULL BE GR71ND FAULT ONFAM-MTER UMM PROTECTION FOR PEIYO N L CN IEEDERS • UARMO METHOD SHALL BE NON METALLIC CABLE MR ELECTRCAL PRDVISKTU or FBCR Am EO czffu • ALL WOW TO COMPLY WTH MLECTRCAL PROVISIONS OP THE MICR rrH ee 01 Ml sBLEeTeO DY wulelR ANO • ALL ap ud rm MOT TWi tlF LIItJYYTWJ6 MNT ![ Ngl6Y glFIGINT TYFB PER EPIGINGY) 20n &1h EOITIQN R4lll I I I-------------------------J SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' . I'-®• li` ����� M�m LED LIGHTING C� DOUBLE LAV. BATH 3 ilmedfl RE! , LED LIGHTING ® DOUBLE LAV. OWNER'S BATH 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.ebdosigngroup.com L AA M 0003325 W�37 Y — O J 1I1��Qlj1 aVSDIV. Se L_AT SILVERADO LOT #6 BLK #18 PilOJECT# 04128.002-06181 MODELA 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. DRINT mow" A W. 12/03/19 SCALE: 1/4"=1'-0" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " P-0' MAIN PLUMBING RISER DIAGRAM 11 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdaslgngroup.com AA M: 0003325 of AN 5 w [PROZZCT# veDiv & LOT SILVERADO LOT #6 BLK #18 04128.002-06181 MODEL' 4EHB "2605- HAYDEN" GARAGE 8WU4G: RIGHT PAGE: PLUMBING PLANS 50 MPH EXP. PjtDFT DATO 12/03/ 99 SCALE: 1/4"=1'-0" sI3EET P1 HVAC NOTES L ALL I'E OMANI CAL EG2 _ ON AN" = PROVNOED WITH PROPER CLEARANCE. PM SERV=4Ck PER HP& REGMNwjff RMt>!L 2. ALL DUCT MT" N6TALLED N NON-CC111,10MO ED AIWAS NA&L OE CQMTIEIGTED OF A VALUE OF NO LESS 7MEI4 R"O RATN& ALL SEAMS SHALL M SEALED UTN GLASS FAD 4 MASTIC. ATD INSTALLED AS PER FBc OTN EDITION (ton) PIRCMA ICAL OLDO. CODE MOTION 609. A ALL FLEX DUCT/ SMALL BE APPROVED UL MN CLASS I AIR DUCT AS PER NFPA I" 2.3.1 4, PMM AMR WAKE& SMALL NOT BE LOCATED CLO M TMM D PT. FROM ANY C WrMY OR VENT OUTLET. OR SANITARY S!WIllt VENT OUTLET 9. ALL 00"W AND OUTBID! AIR INLET DUCTS. NMJ. BE CONSTRUCTED OP SMOO TM GiAL Y METAL OR OTHER MATERIN"S AS PER FOC OTM EDITION (20M)1180"410.41. CODE SECTION 649 O. ENCLOSED SUPPORT PLATPOWIS SMALL BE CONSTRUCTED N ACCORDANCE TO FOG OTH EDITION f2WV TlCMANICAL CODE 6M 'L OAT141110 6 COWANNB SATNTLOO6 SNOII101114 SPAS AND IMMILAI! BATHNS F XTU& SMALL BE MEC 440CALLY VENTED N ACCORDANCE SI M POC OTM EDITION (20P1) PINOMANICAL CODE SECTION 40L S. ALL OOtAUSTED SLATM ROOT N!, SHALL MAVE UNDEI1114= DOOM POR MAKE-UP ANt TO BE R01UP&M. TO EG UAL. AIR RXMALWMP. % ALL FM RATED CEN"NSS AND WALLS BULL WAVE AN APPROVED FIRE OR FIIIiIM 1010E DAMPER'S LOCATED AT GBILM OR WALL PEI40RATION AND M SLEEVED WITM ACCESS DOOM TO RESET DAMPER ALL DAJ"PEM SHALL M INSTALLED TO MM RECOFR @RATIONS, AND POC OTM EDITION (201T) MECHANICAL CODE SECTION OOP. W dIMLLEB AMC) OPPARM SMALL BE PPK*V D WITH BAL.ANICM DAPPOW IL DRYER BOOSTER TO BE A FANT5CM OW BOOSTER PAN OR N1UAL. PANTEGH DW NO DRYSIt BOOSTER CAPACITY OO LINEAR PET WITH MAX. SIX ELBOWS. SECURE STRAP TO CONG W/ (2)-3/16'X1' TAPCON UNIT SIMPSON WB ROLL STRAP OR EQUAL 4, CONCRETE �� SECURE STRAP TO WIT W/ (2) °SXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN GONDDRAM 3/4' DIA. i OVER I4EAD • 12' -= STRUCTURE SCORIATED NICKEL PIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG —�—PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 5i000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/BPEC FLOOR SLAB CLEAN -OUT (TYP ) LEGEND ® SUPPLY MR DIRI/ER R mom AIR 00"LL ® SDE"MALL OR 1 WAY DPR)SER SOLD L2i° SUPPLY T1%W BItOKSM LNWI° RETURN TRUNK 1 SALA?l DAMPER OR OVD O CEILNO IDGW 6T PAN CEN"NS ID041AUST PAN 4 LkMff O)A OUTSIDE AN m TFE 11108TAT m PA"-THRU AIR 4110L11. NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T d AIR RETURN SUCTION AND LIQUID AIR SUPPLY �REFRIGERANT LINES AIR EVAP. TRAY IRIOR WALL PVC CONDENSATE DRAIN LINE SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM-1RETUR CONDENSING WIT TRAP DRAIN LINE AND TERMINATE 94�IN AN APROVED DRAM, AS PER PBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS COUNTERSIAIK C.O. PLUG PIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY r--------- 7 DROMM ROM ROOM ABOVE BEDROOM # ll 1 12x8 ---- 12X12 4X6----- -- - THRU4X PASS BATH #2 -- ---------- ----ov I KITCHEN X it ' -`'U I 19TOR• O I I PAN. I I I wH 12X8 BX4 . �m \ w . \ 8' B/A \ FROM \\ III I ABOVE \ 111 FLEX III FOYER III III m GARAGE PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 " P-O' ■ 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA M: 0003325 pig] Y A otmDm as LOT: SILVERADO LOT #6 BLK #18 PROJIWCT 04128.001-06181 MODEIZA 4EHB I12605-HAYDEN" OAP—%GZ SITIMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. ARCFffECM grATE OF Nod PRINT DATr. 12/03/19 BCALE: 1/4"=1•-0" eKLICT M1 - — — — — — — — — — — — — — — — — — ---J SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 " 1'-0* 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774 6078 FAX 407-7744078 www.abdosigngroup.com L AA 0: 0003325 a gg S �i aysDIV. ae LOT: SILVERADO LOT #6 BLK #18 Pt�JECT 041 8.001-06181 MODEU 4EHB "2605- HAYDEN" GARAGE 2WING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. D TE 12/03/19 8CALE: 1/4"=f-0" 1liIEET M2 �0,{C-I..el 2X4 TOP PLATE COIeeDY /SAD PRE-FAB TRUSS N' TMIOC ]COAT Y CI'Y ete 1/2' CLG. BOARD AF�n tiw 0"mmT TO MAeONYT 2"e P.T. YID ATTAO M TO FY.L NOTE: STUDS IN CeLL AS FM . r PARTITIONS SUPPORTING APPR'VAL RM 1/2' DRYWALL WALL HUNG PLUMBING CA&"K Dw¢ SKALAR OAOQIt WYOD [i"i N. RONAID REAOAN BLVD FIXTURES AND WALL WATWIRGTRF LONGWOOD,FL32750 s• oWa eCUT CABINETS SHALL EIE NOT DO NDT cur LYB PH: 407-774.607E LESS THAN 2x4, WHERE r �v`"01OVL� aALv.eTmWW++� FAX 407-7744078 SECURE ST. 2X4 WIOOD SPACED NOT MORE Bow MI AM T40T CUT ra' eTF..L eD. FASToaD TO AA 8: 0003325 TwAcx BIERCIQ» www.a m gngroup.com PLATE TO SLAB STUDS e24• THAN 16' O.C. OR NOT GG LID c q= rWa BOND Baao eue WY)OD w 6 FeR W/ (I). % OVA" W4YOOIX:f 6ALV. eTm OVOOKAO DOOR W/ Wd MASONRY O LESS THAN 2xb, WHERE NAIL a 32' Oa SPACED NOT MORE t2) couReE - �B, a -- AFT9YOVAL WYro Tejo TO Tw�cx By OTHWO Br wur. MAX THAN Boom 24' O.G. ��T6 GLAD _ .',: APPROVAL WYb. °-°• PIPE THROUGH BOND BEAM FIN. FLR eCALl. 3/4•. 2 GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: I I/2'•I'-0' D '�"'''�)'''• ���TYP. INT. WALL (NON- BRG. ) D1 SCALE: 3/4'•I'-o' FIBERGLASS SHINGLES B OVER o FELT PAPER FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES Is $ 3 IRE a 7 Jfl„ 6 rat FIBEWxLASB SHINGLES OR SYNTHETIC RBvS.I.I ON I' Oba SYNTHETIC PR PAPER OR OVER W FELT PAPER PRODUCT, INSTALLED SHEATHING OR Ij' GDX SYNTHETIC PRODUCT, INSTALLED PER SECTION OR SYNTHETIC PER SECTION R9°5.1.1 PLYWOOD SECURED PER PER SSEECTIONTALLEDRSMJ.l.I ON 1}' O.SB. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS �THMG OR k CDX ON J' O.SJ3. SHEATHING 9/S' GYPSU'I BOA OR �' COX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' COX PLYWOOD OR 1/Y W" SECURED PER SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYp TYP FASTENER SCHEDULE PRE-�" �' TRUSS MTL. DRIP EDGE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE ON. ON. STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER 3E ELEVATIONS ELEVATIONS SEE ENE16^sY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER a PRE-ENG � INSULATION R-VALUES PRE - VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULSEE ATION R-RGY VALUES FOR PRE-ENG GABLE TRUSS PRE-ENG. GABLE TRJJ66 PER ELEVATION WEEP SCREED PER ELEVATION 2x FASCIA PER TYp 2x FASCIA PER WEEP SCREED ELEVATIONS O,N. ELEVATIONS 5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER 2x P.T. SECURED PER VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS /WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOWCATTUREB4MENT AS PER NT STRUCTURALREFERENCE MANUFA- SPECIFICATIONS RENCE PLASTERAPPLIED D DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.0 1/2' THICK 2 COAT PORTLAND Ix2 P.T. FURRING S' CMU CEMENT PLASTER APPLIED STRIPS 0 • IQ' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT GYP. W . BD. CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND DIRECTLY TO MASONRY WOOD BASE 8 R APPLIED WOOD BASE DIRECTLY TO MASONRY o'-o' FIN. FLR� _ — i, o'-o' FIN. FLR o'-o' FIN. FLR — o'-®' FIN. FLR • rA W/ -^ q WINDOW OPENING rnLTYP. WALL SECTION W/ y' WINDOW OPENING - TYP. WALL SECTION r.% ke NO OPENING NO OPENING PER SECTION 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A > usio V. a. LOT SILVERADO LOT #6 BLK #18 PJR:OMOCT 04128.00 -06181 MODELa 4EHB "2605- HAYDEN" GARAGE EITIMG: RIGHT PAGE: DETAILS 50 MPH EXP. 5 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 6 1-STORY GABLE BLOCK WALL AFK*FTECT, SCALE: 3/4 .r-o' IS REQUIRED. FOR ROOF SLOPES �1 SCALE: 3/4'"I'-V' grATE OF OF 4:12 OR GWATER, (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 6�5'I r c V U of ABOUCHACRA NO 93723 DART E: 12/03/19 BCALE: 1/4"=1'-0" 8HZZT D1 FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON j' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. ER FIBERGLASS SHINGLES OVER 9® FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' OAS. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. R 24OC. MAX ' OZ. MAX. EVA I24 METAL DRIP EDGE METAL DRIP EDGE DATT INSULATION BATT INSULATION 2x FASCIA PER T O ENERGY ELEVATIONS C�,q CRB VALUES 2x FASCIA PER C�CRS VALUER VENTED B, O.H. 5/S' GYPSUM BOARD 1, ELEVATIONS ON 5/8' GYPSUM BOARD 80FFIT TYP. OR 1/2' HIGH STRENGTH TYp, OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INBUL. REFERENCE STRUCTURAL -41 WOUL. a w W E t WINDOW ATTAC41P1ENT w W AS PER W MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR GLUED AND NAILED g 3/4' T 4 G SUOFLOOR _ AS PER NAILING 1/2' THICK, 2 COAT If. GLUED AND NAILED 1/2' THICK, 2 COAT � SCHEDULE PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO W DIRECTLY TO MASONRY m R MASONRY W m gkMER IX2 FIRE -STOP 71LEVATION IX2 FIRE -STOP . LEVA ION SEE STRUCTURAL SEE STRUCTURAL-----'— R R L VAT ON L V ION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/1' HIGH STRENGTH BOARD CLG. BOARD ER oLt LEVATION IX2 FIRE -STOP DC2 FIRE -STOP R-4U IPISUL. R-4.1 INSUL. W W W W. UNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT � PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. STRIPS • 24' O.C. MASONRY S1 CMN MASONDIRECTLY � S' CMU 1/1' GYP. ILL. 50. 1/2, GYP. WL. BD. WOOD SAGE WOOD SASE DQ FIRE-STOP—� IX2 FIRE -STOP a. " b a a n W/ WINDOW OPENING �, WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'"I'-& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003326 b C BUDDIV. de LOT SILVERADO LOT #6 BLK #18 PROJECT* 04128.002-06181 MODEIA 4EHB "2605-HAYDEN" GARAGE 8711111ING: RIGHT PAGE: DETAILS 50 MPH EXP. L F-PaINT /03/19 SCALE: 1/4"=1'-0" ISIMUT D2 A-MOLT6 4' EPk=DMW MN, EYDLY PROM FLOOR TO 001 \I lz I (E BIDES' 2X6 GARAGE DOOR MUCK W/ (5) ® )OW A -BOLTS 4' EMBEC"EW MN. W/ JX7'xlM YLASFdCR AND NUT SPACED EVENLY PROM BOOR TO GARAGE DOOR NDR N JONM PRIOR TO FILLINI 1-2X6 PT 81,00K • C04M OF N DOOR HEADER W/(U)I,)W J-80LM 4' 19"ED ENT W/ 2-)Q-W WA0 ER AND MIT. MAKFACTUREWS NSTALLATION NSTRJCTIONS YMlIRE SUCH NSTPLIOTIONS ARE MORE 6TRNGENT GARAGE DOOR 1 BUCK ATTACHMENT w- 8' CMU li. DRYWALL 1•X4' OR 1'X2' P.T. NAILER Ix4 P.T. OR 91 X4' MIN. EnJ SECURE THRU FRAME 4 EXTEND IY4 INTO BLOCK W/ V TAPCONS PA (MN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Ys' WITHIN 8' OF EACH END 4 0' 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 �11/BiD011 TO BLACK +3/4 OR +5/4 ALE= KTA. 2X4.m SECURE TO BLOCK W/ V.' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING 2X6:m SECURE TO BLOCK W/1-V&' TAPCONB(MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT 049 WITHIN W OF EACH END 4 8• CM 18' O.C. MAX SPACING. 11• DRYWALL 2X8: m ❑ 1'XW OR 1'X2' P.T. NAILER SEAS BLACK W12-IV7D= CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) H TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS. Oa MAXSPACING. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4 ) UT14N 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8. OF EACH END 4 IB' O.C. MAX SPACING. P.T. NAILER 2X6a= SECURE TO BLOCK W/2-I)(4' 7(4 . CAD. X 4' MIN. TAPCONS (M (MN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURER DETAILS. 18' O.G. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLACK +1-15/1¢" in\ WLINDOWI TO BLACK +1-15/ 8 " SCALE, KTA. 2X4,s SECURE TO BLOCK W/ � 6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END • NOTE: STRUCTURAL 2X *'O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) 6, c.Mu WITHIN 8' OF EACH END 4 K' DRYWALL 18' DC. MAX SPACING. 2>0 m I'X4' OR I'X2' P.T. NAILER SEA�STO BLOCK W/2.%. CASING (MIR SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END • MANUFACTURES DETAILS. 18' OG MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" DOOR JAI® TO BLACK +2 1�y in1 1PBJDOR TO BLACK +1-1 " %� WINDOW/ 'M BLOCK +2 1/4 . " SGALEr N.T Z' 5CAL , KT . 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' MAX SPACING. MUST MUST BE ON OUTSIDE 4 2X6= THROUGH SECURE BLOCK W/!-i(s'NON-STRUCTURAL ' 60 TAPCON MIDI I-Y4 (MR SHANK SIZE J4S E I OMENT INTO BLOCK MIN HEAD SIZE 300 • alu MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END 4 IV Or- MAX SPACING. X4' OR i'X2' P.T. NAILER 2XSm SEA��STO BLOCK WR-%- DOOR CARING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOI6 MF Y,ii M'l11'� JM'ft (pO1,01 oCapi'/ DOOR JAMB TO BLACK +3' %i lITKDOWT TO BLOCK +3" " SCALE, KT . 2X4a SECURE TO BLOCK W/ V6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X0m SECURED THROUGH SECURE TO BLOCK W/J-Wb- NON-STRUCTURAL W6- TAPCON8(MK SHANK SIZE TAPCCN MIN. I Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' CF EACH END 4 Jf• DRYWALL 18' O.G. MAX SPACING. 2X8,m n I'X4' OR i'X2' P.T. NAILER SECURE TO BLOCK W/J-%' D 2X SECURE TO TAPCONS(MIN. SHANK SITE STRUCTURAL MEMBER 14g W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' Oa MAX MIK EMBEDMENT I Yi) CARING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED Y4') DOOR JAMB? TO BLACK +3" F n +� ALE, KT . 2X4m SECURE TO 15LOCK W/Y4' TAPCONS(MIR SHANK SIZE 145 MiN. _ACV SIZE C0 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHINW OF EACH END 4 MST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X&aw NON-STRUCTURAL !b' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4 TAFrAX4 R SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 3C0 , CT'MJ MIN. EMBEDMENT I Y4) •DRYWALL WITHIN 8' OF EACH END 4 ID'Or- MAX SPACING. 'X4' OR IX2' P.T. NAILER 2XD4 ❑ SECURE TO BLOCK WA-V4' Yo' OAJ5. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Itllp 4,f1 Y Lip M RR7• YI! (pp IC! pCii'! DOOR JAMB TO BLOCK +3-7/18" G 11 MlIF TO LACK +3-7 18" E: KTA. 2X4m SECURE TO BLOCK WA'4 TAPCON8 (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 I E ON OUTRIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK WA-V4' NON-STRUCTURAL 4)(6' TAPCONS TAPCON MIR I-Y4 (MIN. SHANK 61ZE .145 EM15EDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT I Y49 8' CMU WITHIN 6' OF EACH END 4 1S' DRYWALL 18' O1C, MAX SPACING. ❑ I'X4' OR IX2' P.T. NAILER 2XSm SECURE TO BLOCK WA 1/4• ' P.T. X 4' MIR TAPCONS OOR CASNG (MIK SHANK SIZE .145 IN. H MEAD SIZE 300 MIREMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' CF EACH END 4 TTACH TO 2X PER IV OZ. MAX SPACING. MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 49 DOOR JAMB TO BLOCK +3 3/4" R + 3 4" H SCALE, KT . 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdosigngroup.com L AA C: 0003325 O sunDty. A. MT: SILVERADO LOT #6 BLK #18 PROJECT# 04128.002-06181 ULODELc 4EHB "2605-HAYDEN" GARAGE 87RNG: RIGHT PAGE: DETAILS 50 MPH EXP. IDATE. 12/03/19 sCALM: 1/4"=V-0" RxNT stBEET D3 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 F1.38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.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 2027 FBCR 12/31/2020 FL 1326S.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 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 0 W W W.FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1,"l N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA S: 0003326 Pi � ID a 9tMDM as LOT SILVERADO LOT #6 BLK #18 PROJWTO 04128.00 -06 81 moD=- 4EHB "2605- HAYDEN" dARAdffi slflNd: RIGHT PAd3E: PRODUCT APPROVAL LISTING 50 MPH EXP. FD:AU"IT 12/03/19» 1/4"=L'-0" T4 1441 N. RONALD REAOA4 8LY0 LONOWOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 if Y Will ILA x 00 OLIIOLD W{W •R.A O IIgD NiYO •R.A ®� ILCPKAN•R.E ® KICKOUT DETAIL OroLo ►v Aic . ® L roLo aueb . ►r. A { -- WOOD SHEATHING: OR CM v. eRrASE . rR. • WRB LAYER °I, acwAN.R.c .� STUCCO WRAP (FRAME ONLY) !. CLAN • R. C eo�rai rew tt ® F d' THICK, 3 COAT CEMENT 4 PLASTER (FRAME), 1/2'GOAT LEGEND CEMENT PLASTER (CMU) ~ METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB ROOFnuALL SCREED sormm -- LAYER 01, STUCCO WRAP) rMAL FOLD. QQ J' MICKl COATCBTM ? 5'X5' 'L' TYPE CONTINUOUS UWB LAYER "2 (FORTIFI5ER AL FLASWIW. OwswPLO~ tow T NAIL TOTROOF: DECK, NOT BUILDING PAPER) WRO LAYER 9,roRTOIMEN F WALL SHEATHING) EWLDRO i ArER MVM LY) anLAYER -L CAP SHINGLE - DO NOT NAIL, METAL LATH X-X-X-X °TO^r"'""wcLY' INSTALL WITH ROOF CEMENT Blv»DIV. Z LOT. SILVERADO LOT #6 BLK #18 PnonmT* 04128.002-06181 MODEL: 4EHB "2605—HAYDEN" GARAGE 911111ING: RIGHT PAGE: WALL ASSEMBLY DETAILS %50 MPH EXP. 51 LAr LA'MM Ot EULOM ERM OVER INEJtl R.AME, STOP « PLY) I . STUCCO OR cm �s� BTAiE OF FLOFVA �I ROOF CEMENT b*09-Ln.Arw a I ROOF PER ELEVATION$ WOOD SHEATHING (INK EC SELF—ADHESIVE FLASHING - - - - -- 6 NOTE Aeoucrmm METAL LATH: LATH TO 5E PER SECTION I409V23 _ "MR `°" R'103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. pmNT�' sl�su Roam oll EQM WALL K ROOF . DATE: 12/03/19 pwmoo&,,,�,, PER 50. YARD (UTILITY OR NOMINAL XCALE:1/4•=l'-0" "AN&P�°" ULATH DOES NOT MEET SPECIFICATIONS) B*Ec= FAWW�"Y O"L" FLASHING 5 N.T.S. tl tl A LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - - 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-841-09, MIN. 2.5 L59. PER $0. YARD (UTILITY ILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES GB DRYER VENT (BLOCK) BUILOMG PAPER OVER 'QUICK FLASH' F- PIPE THROI113H WALL 6' SELF ADHESIVE— FLASHNG (INSTALL PER MANUF. SPECS.) OUILDNG PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METE/ VERIFY LO fi1C=fA IV IC=G.=IY= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER'I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW ELEC. METER FIELD VERIFY LOCATION CUT &JCW TWA MEMBRANE NO MEMBRANEANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAI AND ONE (1) LAYER OF PAINT EDGE PRIOR TO INSTALLING ELEC. METER CAVITY TO ME FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYMLEND FOAM R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES -O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-I OVER 6m MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC 8, WRB LAYER h, STUCCO WRAP "` CUT 'X' INTO SELF -ADHERING # MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER STEP 1*1 STEP #2 UFM LAYER STUCCO WRAP APPLY 60 MIN - GRADE TP FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® SEmwNE mE LAFLA MEMBRANSHING `WRB LAYER'2, FORTIFIBER BUILDING PAPER STEP #4 &ELASTOMERIC COATNG OVER STUCCO/ C.v. FINIBH (SEE TYPICAL WALL SECTION) /"METAL LATH STEP 05 STEP #(o OELECTRICAL RECEPTACLE i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigrigroup.com AA #: 0003325 y Q aysDlV de I_AT SILVERADO LOT #6 BLK #18 PROJECT# 04128.002-06181 MODZU 4EHB "2605- HAYDEN" GARAGE aIFINa: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. mm DA*SNTJt'R: 12/03/19 ,11 MCA=: 1/4"=1'-O" aiUMT WA2 INK"alo,J DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER '"2 (FORTIFIBER — - — - — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — k21/2,Id CORNER BEAD (FASTENER 4 SPACIW-% 0 1- O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i/ ,� R`CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVM LONGWOOD,FL32750 FM: 407-774-6078 FAX 407-7744078 wwwAbdosigngroup.com AA N: 0003325 if 6 C Y Y ppp ffi sUDDIV A LOT. SILVERADO LOT #6 BLK #18 PROJECT# 04128.002-06 81 MoDEldg 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DAR 12/03,12 XCAM 1/4"=1'-0" SKEET WA3 kk WOOD o"TRICTION BOND wOOD ow"TMN9 UaATWM RESISTIVE DAWWR q ITT FE1616TIVE PLASNNDER OW-'ODKR L \ , I,RNSTIVE SAPUFAMSTARTER STRIP / \� UEATwm P"STIVE DAINVER ' \ \ \ ` /iILAGW GNri FIR GALV'D METAL OR GALVt METAL 'Z' PLAaNIG .Z. R.Aa14N0, uiboo`m r ie / UIr�OXD,RM1 MR"TED CLAP WICAULKM OR APPRDVED GBALANT CAOM \ i SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-CS, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-7744078 www.abdosigngoup.com AA #: 0003326 � y O 44 us i O a evsa:v. ae i O SILVERADO LOT #6 BLK #18 PROJECT# T: 04128.002-06181 MODElu 4EHB "2605-HAYDEN" OARAOE 81WWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. "F17 Fi. ;-. _ DRINT A Z:, 12/03/19 SCALE: 1/4"=1'-0" 914MET WA4 I I 1 1 1 \ VAl \\ - 2x6 SUB-BANb W/I'x4' NOTCH -- -- END, WRAPPED IN PEEL 4 STICK 1' DRIP EDGE II\ 1\ 1/8' TEXTURED i \ /8• Ae j FINISH a WOOD 1 \\ I I/S 1/2' TEXTURED \ FINISH a CMU \ I i METAL FASCIA \\ 1 WRAP Ya' FROM \ STUCCO, I- FROM \\ WOOD WALL \ \ - EXTERIOR WALL \ \\ (FRAME OR CMU) �\ \\ NOTE: NOTCH FOR 2X& SUB BAND ONLY ®ELEVATION ke) A 1/6' TEXU 1mr, FNISH • WOOD, IR' TEXTURED FNISH • CMU x' METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR CMU x x x x x x =. WRB LAYER �, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x WRB LAYER''!, FORTIFIBER x x x x x x x x x x x x x ---- BUILDIN@ PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2xp SUp BANp �� CEMENT x x x x x x x x x x x x x x x x x x x x x N. FELT PAPER 47 DRIP EDGE x x x x x x x x x x DRIP EDGE META OUT x x x x x x x x x x x x x (REFERENCE POINT O FLAN B ONLY FOR WALL OFF x Id I SET OF COMPONENTS) r—ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL ,NOT INTO STUCCO) '1/8' TEXTURED FINISH I WOOD, 1/2' TEXTURED FINISH a CMU 2x(o SUB -BAND W/I'x4' NOTCH 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' -O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x x x x x x x x�4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ; .. I' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x y< x x xx x x . `C7'�0� SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a+ ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL a STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdaelgngroup.00m AA N: 0003326 Y is J F b a lIumm ae LOT SILVERADO LOT #6 BLK #18 [PROJ=T# 04128.002-06181 MOasr� 4EHB "2605— HAYDEN" GARAGL' SwINO: RIGHT ]PACIFIC: WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. DAM 12/03/19 SCAM 1/4'=1'-0' 8*mzT WA6 TE-1 I m 4" CONC. r` SLAB I w 3 I--------- FM-16x16— —1--- ----4—� 10'-0" 11'-8" 4 ' m m N I� D, TOP OF l J � § SLAB gLL. U w O d in 20'-5" T5" 11'-10" LL 9 r I Z cw-1 zx12 t, IL ci r� n 1 p — — — — 8 I ;7 R 0 a ii �np F-2 4 b ,.1 t1 I L1 voi (/LLB �2 QIIzo O Ir SSSBo Oii� .q U) 0. ILL I in UP TO 2ND FLOOR 4" C VCf 0 r I (FIELD VERIFY 8 I ii w EXACT LOCATION) = 8,_5" 9,_3, 9,_0" 0 #3 TRANSFER STEEL Q 24" O.C. MAX y I 0'-0" FIN. ELEV. FIN. CONC. SLAB I I I� it I •oI �I W i4o ILL 1•i ' 10' 16'-0' 2' 1 (_ _ FM•16x18_ _ _ _ m 4 4 T-6- LL FF � LL L FM-i6x18 c7 a �v w 4" CONC. SLAB L---- FM-12x18_ Y FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1113INDICATED #6 BAR,171NDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#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 #6'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 j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 W 1 A.WI A OVER GENERAL 3 1!T 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-12x18 12" CONTINUOUS 18" - (2)*Vs FM-16x18 16, CONTINUOUS IV, FM-20x18 20" CONTINUOUS 18" -7rig s + "-0" FMC-16x18 16, CONTINUOUS 18" -7279 s - VARIES CW-12x12 12" SEE PLAN 1T - s - (+)O"-0" CWC-12x12 12" SEE PLAN 17 -—m#Vs - VARIES F-2axza 24" 24" 12" s s + 0"-0" TE-1 8" SEE PLAN B" - s 001141 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.00m L AA #: 0003326 Pi F 4 d N 2 n j >sVHDM Ae LOT SILVERADO LOT #6 BLK #18 PROJECT* 04128.002-06181 MODEZ 4EHB "2605- HAYDEN" GARAGE > WnM: RIGHT PAGE: FOUNDATION PLAN 50 MPH EXP. PJ DATIM 12/03/19 SCALE: 1/4"=1'-0" 8HEXT s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z }} ry STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v — CELL SEE PLAN FOR SIZE AND 6 O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTSv ," v a } SPACING REQUIREMENTS C W ¢¢ m Lu J N W 1 e .I11w.� _ 1 - �� • GARAGE DOOR W RECESS J v a Q s '': r FM 7 fan i 8" CMU WALL O 8" CMU WALL • . CORNER BARS, SAME SIZE AS BAR I muJ = 8' i. Z_ •I, IN FOUNDATION WITH 30" LEG EACH U/ +- 0'-0" •,� WAY AT ALL CHANGES IN DIRECTIONS W TOP OF SLAB TOP OF SLAB • SO THAT THE STEEL REINF. IS CONTINUOUS I . �T —, • I ,. MATCH AMOUNT OF CONTINUOUS BARS CURB FOR I EXT. PORCH SLAB ,. • < ° 4" CHAMFER R (L B SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB TOP OF GA I SEE SLAB SCHEDULE RAGE v. LL CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE 7=p. MASONRY UNITS SET AT ELEV: Wl 1/2" ISOLATION JOINT ERE • • 6" CHAMFER (2STORY) #3 18 #4 24" W/ tl2" ISOLATION•' 4 CHAMFER (1STORY) 6" CHAMFER (2-STORY) 0.p^ APPLICABLE) i - SEE SCHEDULE #5 30" JOINT (WHERE. APPLICABLE) • • EE SCHEDULE Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR W%D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #6 6" � AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING r 1EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=r.a' 2 @ GARAGE scALE:3a"=r-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" 1 SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN Lu 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE I PLANS FOR SPACING. SINGLE W NEW REINF. BAR BTM. PLATE TO BE PT. O a SECURED Wl2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED d g EPDXY. MIN. EMBED FUND SLAB W/10d MASONRY GALVANIZED PIPE 6 6 FOLLOW ALL MANE. NAIL 16" O/C STAGGERED. ADDITIONAL METAL W/FLANGE 0 BASE SPECIFICATIONS FOR CONNECTORS NOT USE AND REQUIRED WHEN NO m PREPARATION Of W UPLIFT IS PRESENT. HOLE. C Fee SEE SLAB SCHEDULE SECURE FLANGE TO w -� `ioy 6 SLAB W/(4) 1/4" X 2 1/4" TAPCONSQ' 70P OF SLAB .° �� 4- CHAMFER (1-STORY) '�'- •.�-:'�° .��° 6" CHAMFER (2-STORY) - e � s• EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOCURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 0R SCALE: 3/4"=V- 5 6 (NO UPLIFT) SCALE:314"=1'-0" scALE:a/a"=1'-0" LAP TOP PLATE A MIN. OF 48" --�� AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT - LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE a CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢ m U ADDITIONAL METAL. CONNECTORS NOT d REQUIRED WHEN NO O fn Z 8"CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) o m to g • + o,-0 TOP OF SLAB 6,-0 ° TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING 1/2" DIA. USP 725OSD BOLTS 5" SEE SLAB SCHEDULE c• Z WIy1 BAR SIZE 48 BAR DIA. _ ` TOP OF SLAB °+ MINIMUM EMBEDMENT INTO EXT. PORCH SLAB 4" CHAMFER (I -STORY #3 18" �'+ 8 ° GROUTED CELL, 4" FROM ENDS AND WI 1/2" ISOLATION . 8" CHAMFER (2-STORY) •, 16" O.C. VERTICALLY MAX JOINT (WHERE • #4 24 ° °� *•` APPLICABLE) Z MATCH STEEL #5 30" SEE SCHEDULE 6" PVC CHASE REINFORCEMENT PER SCHEDULE #6 38' 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING #7 42" AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE 9 SCALE:3/4"=1'-0 (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 2 SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" L"i N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m L AA #: 0003325 y V OF amwiv. ea LoT: SILVERADO LOT #6 BLK #18 PROMIDT10 04128.002-06181 MODEL: 4EHB "2605—HAYDEN" GARAGE awiNG: RIGHT PAGE: DETAILS 50 MPH EXP. F-PnngT 'I Dw12/03/19 aCALE: 1/4"=1'-0" wHEET S1.1A FIRST FLOOR DOWEL PLAN SCALE: 114" = P-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com L AA B: 0003325 BUDDIV. As L07il SILVERADO LOT #6 BLK #18 Pl�OJECT/L 04128.002-06181 MODMA 4EHB "2605-HAYDEN" GARAGE BMNG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. aCALE: 1/4"=f-0" aFIEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM A d _ •I ad 1 5 a CLEAN OUT REQUIRED C FOR INSPECTION W v r(: •a I TIET/ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48BAR DIA. Z#3 1 18" #s 36" #T 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" w oUl 5 (L NEW REINF. BAR � N SECURED W/2-PART j I EPDXY. MIN, EMBED g V., UNO a FOLLOW ALL MANF. p I SPECIFICATIONS FOR _ USE AND a� PREPARATION OF Z HOLE. Q d •d 4, d. STEEL REINF, OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=V-0" A Z g OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD as 24" HORIZONTALNERTICAL #5 30" REINFORCING ee 38" G #� az^ SCALE: 3/4"=V-0" #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 6 sUNDIV & IAT: SILVERADO LOT #6 BLK #18 PROJECT/► 04128.002-06181 MODEIA 4EHB "2605—HAYDEN" GARAGE s7►DiG: RIGHT PAGE: DETAILS 50 MPH EXP. AACMEM STATE OF FL.ORDA CSM=M DwNT ATE: 12/03/19 BICA .X: 1/4"=1'-0" sHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .1 Tr " x 2 7/8" LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESSCRIPdTION REMARK 1Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING EST MASONRY 3000 8x18 (1)15 (1)05 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#6 WA GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS �^ SAFE LOAD - POUNDS PER LINEAR FOOT r'�� SAFE LOAD PLF 4e TYPE BSITSAsIM346 N144 NWO ralla MUM FOOT TYPE — — Rcu LENGTH 741' (4Y) PRECAST 2231 4'4" (49) PRECAST 1968 4'$" (64") PRECAST 1699 94' (e4') PRECAST 1217 9.10' (70') PRECAST 1062 98 (M PRECAST 908 rd (969 PRECAST 743 V 4' (112') PRECAST 654 194P (12r) PRECAST 475 11'4' (13n PRECAST 382 12'4r (UP) PRECAST 337 174- (180') PRECAST 206 14'-0' (Illn PRECAST 279 I'V4r (176') PRESTRESSED N.R. 194' (184') PREFIRE D N.R. trW On PRESTRESSED NA 194' Mn PRESTRESSED N.R. 21'4' Will PRE NA 27-0' (2841 PRESTRESSED NA ?A'4P C�6') PT✓g811✓ omm000m oomomom voov�ov OD®OBE 0�00�00 mo��omm mmmo�oo ®smo©oo mm0000c� lomovot�c� �m00000 �m000C�'"Q! �mm0��0 oo®o©oo 0000�mo �oomoomo ioom0000 �oom0000 ®om0000 s�s�aos��oo ��Omm�O ©DO©DOD �0000moo �000®0© '0© 0©sr_l� 0m00®mm NA 1e1 1 NO 1 NO 1 461 I U4 I iNd I 14Y7 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REGAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2018 EDITION • ALL PRECAST PRODUCTS ARE TO BE IN87ALLEO PER MANUFACTURES SPECIFICATIONS r-r (42') PRECAST 1025 1024 1698 W-W (48") PRECAST 788 763 1309 r4r (84') PRECAST eel S91 1073 94' (NJ PRECAST 411 411 745 V-10' (799 PRECAST 340 339 615 94P (76") PRECAST 607 ref 490 r4r (009 PRECAST 424 634 363 94' (112) PRECAST 328 512 230 194r (12n PRECAST 284 401 180 W-C (139) PRECAST 280 452 164 W-W (tu') PRECAST 264 402 137 I" (1Sn PRECAST 217 324 110 14'4r (166) PRECAST 205 293 100 14'-0' (176') PRENTRE88ED N.R. 254 91 194" (184-) PRENWAED NA 269 83 1r4' pwn PRERIEM N.R. 194 84 194' Mn PRE NA 148 62 21'4' On PRE87REBBEO NA 125 42 2r4r CM-) PRESTO NA 116 40 2/'-0' Wn PNNTMM NA 91 93 SAFE UPLIFT LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT �0000©mo m000000 m�00��0i �0000®0 �ir��1Q10000�� oo©oo. �000000 O��ODm� s�-�-sr-I=ESQ-cam- ©000000 �D ice" iiL'*"�4'iGC = �•Q,. 0Dmm0�0 oa�r!�r-shoo mcr_ crn==== ooO=m=z=w—"crr- irri �Dw!rK!!'fw--ffn*!m=N MEM OQ�CT!Cfa '!C}�Q�!CT'c 0Q1Q".E�'�Q�Q-Cl ®s�cr, ss�rAsWrc}-c}- �91,r 0@"fvEZ"m=mmrCI'!CT7' (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY 0TIIERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE A818ESN C OF BEARING PAST EACH SIDE OF V19DOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE M 16-0128.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. L0N0W00D, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA I: 0003326 If Y ppp 04 LA 4a b SVSDM de LOT SILVERADO LOT #6 BLK #18 PROJECT 04128.00 - 06181 MODEL1 4EHB "2605- HAYDEN" GARAGE 81IMO: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 50 MPH EXP. 50 IoEq o rPRmT DAM 12/03/19 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'4" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM WI STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT THAT XFXX -1 T/1 WOB INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OMIOB INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYRlrx6" °D 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND al�lft STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"xl6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL - REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 8" 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. O1<F = FILLED W/ GROUT U =UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTHBEAMCOURSE k16-1`T/1�/c B NOMINAL HEIGHT C (1F gF'A TOP ICOURSE # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST 'a 1W WINDOW Z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8xl6 OBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .`; BONDBEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -z" OR BEAM DESIGNATION n 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-U' LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS T 0 da SINGLE #5 CORNER 1 BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF Sa FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM WOODSEOIION FA6 EM WACN0 d. =2" MIN, 2 }" MAX 9. = 2 t MIN, V MAX �� &=1 }"MIN, 2}"MAX e. = }" MIN, 2 }" MAX d. =2" MIN, 2 }" MAX M=2J-MIN, 9'MAX M2AO 4=1 }'MIN, 2}'MAX an = ?MIN, 2 }" MAX d. =2" MIN, 2 }" MAX s. = 2 }" MIN, 9" MAX =1}"MIN, 2}"MAX' e. _t" 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: d6 = END DISTANCE a = SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS e. = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 A � 3R 6 BUBDty. ac LOT SILVERADO LOT #6 BLK #18 PROJECT# 04128.002-06181 MODEZA 4EHB "2605—HAYDEN" GAisAGE OWING: RIGHT PAGO: DETAILS 50 MPH EXP. UP D 12/03/19 BCAXX: 1/4"=1'-0" B*ELWT 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" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/1"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"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, COLUMN SCHEDULE MARK SIZE A BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 x"x5)sj SYP. USP HTT4 W/5/8" OIA S/S3.tA PT., WOOD POST x 5" EXP. BOLT r--------- FIRE FLOORB 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOIST 3/4'PLYWOOD DRAFT STOP PRE-ENG. FLR. JOISTS 1-fl1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 1.6 11 11 11 11 F74 11 I I I I I I 1I I n� 1 n 7T n n TT II II II II II II II (I II I I I I I FT8 I I II n I II II II II II 11 FT3 11 III II II II II 11 11 II �� II 11 11 „ II II II II II II II II II II I I 1I II I nI I I I11 „ I I �I II 11 11 11 II II II II II II n, I I I Ia1 I 11 I11 IIn n n n IIII II II II nu a II II 11 JTiIIj1ttI Iltl ..11 jT1Ij1(I IIII n II n 4, It 11 II II 11 II II II II II � II 11 It II 20WOWALOD IIII III} I 4� GIRDER TO CMU WALL WA13P I I I I I I i t I I i 1 I I „ I I I I I I SYP. N0.2 I I I till I I I I I I I I LGIA42&2 W/(8})i5C4"WEDGE WOOD STUDS @ I BOLTS AND (6) WS3 WOOD (I I I I I I I I I 12x4 WALL WI I I 12" O.C. I I I I (I I I SCREWS TO GIRDER. n I I n n I I I SYP. N0.2 in STUDS @ n n I I I I I I 12" O.C. yyp IIII I I I I I I I 11 II II II II PROVIDE DRAFTSTOPPING 11 ALONG THIS TRUSS AS TO ' ----'-- '---- I 1 I LIMIT AREA TO 1000 S.F. PER FBCR 302.12 II -L�,�� _ FT2G -_ _ _---- "II ., ., 1 II I1 I1 I DBL STUD II SEE DETAIL 81 S2.1A FV II II 4 II II II I I I(O II I) II II II II II II II II II II _-- _ — It II 11 II II II II --- --- --- - - II II II II II II II II II II II II II II 11 III II III � _—_—_—= PRE -FABRICATED FLOOR TNJSMA24 O.0 II _ II II _II II II II _II II _II ''-'ram r II II II II 11, I II II II II — =_ II II II II II II II II 11 It II II II II 11 II I1 11 FT1 11 11 11 11 II II 11 1A 11 11 II II 11 I1 II It 11 11 3, �s N IM' 1d1 npd IdI I CAE11I1I1I®ptl CAE _I L„ 3 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" OWT 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngmuRcom L AA #: 0003326 tf a aUDD:v & LoT. SILVERADO LOT #6 BLK #18 PROJECT# 04128.002-06181 moDEL: 4EHB "2605— HAYDEN" GARAGE 8WD9G: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 50 MPH EXP. 50 DA O 12/03/19 SCALE: 1/4"=1'-0" B*Er.= s3 A-(1)USP HTAi6 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#17680 842) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 1Od GALV, COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS! 1A 1B GIRDER CONNECTOR(S) 4" ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" OIC, SUBMIT SHOP "ROOF/LVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" USP HTA16 TRUSS ANCHOR TH (9) 10d x 1 12" NAILS TO NOTE: A PT SYP #2 2" x 4", USS EA. PROVIDE 4" MINIMUM 6", 8" x 4'-0" MAY BE ADDED NCRETE EMBEDMENT. DBL W/ 10d NAILS, 2 ROWS, 3" RAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE ID OVER TRUSS (NOT ADDITIONAL PLY MAX. TO OWN) ACCOMMODATE GIRDER ED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. AVY UPLIFT CONNECTOR �— (A) USP LUGT2 W/ )16 GAL POWERS WEDGE BOLTS (16)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 314"x6" WEDGE BOLTS AND 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1X2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS 12"OIC A ALLOWABLE UPLIFT = U:3980 LBS, 1_:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) 2A 2B TYPICAL ROOF GIRDER CONNECTOR(S) # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4)114" 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 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING LSTA1220 GAUGE SEAMS) WI 10dz12 HOG NAILS 0'-0" TO 30'-0" (1) "X" BRACE EACH END. TOTAL OF 10 30'-1" TO 80'-0 (3) "k' BRACE SECURE 2X8 PT. PLATE (1) "X" BRACE � CENTER TO BLK W/ 12" DIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 8" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 12" HIGH TRUSS ENG) CONT, 20 SECURED W/ STRENGTH CLG. BOARD (2)10d's Q EACH TRUSS N I TO BE SECURE TRUSS TO TOP PLATE W/ (2) ]"A 1a.0" O CS MAX. 16d TOENAILS DOUBLE TOP PLATE HTT16 W/ 5/8" A.B. WITH MIN. 7"EMBEDMENT TO SLAB 8 (20) 1Sd x SEE SCHEDULE FOR 2x4 WOOD BEARING 2-12" NAILS TO POST., BOND BEAM RED. WALL WI SYP No 2 STUDS SEE L 1 S POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. .d. a. BLOCK WALL W! GABLE END 7 3/4"=1'-0" PRE-ENG'D TRUSS SCALE: ��GIRDERNVOOD POST CONNECTIONS ------------ 4 FLOOR TRUSS CONNECTION L.B.W. SCALE: 314"=V-0" (NO UPLIFT) DEPTH IWO —HOLE EDGE >W —HOLE DIAMETER < 2/5"13 SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE �-1 AND BORING LIMITS 0 SCALE: 1 12"=1'-0" EDGE -5/8" C - MIN. EMBED (36) 16d GALV, COMMON NAILS AND (10)16d QALV. MWOONI M88. FL#17232 HOLE DIAMETER D-8 46M LBG2Oi92®WBPY644J MIN. < 3/5"D DBL. STUD EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. MININSIAW9 B8. FL#17232 E - LB62WA MOXMOYW447 MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d GALV. 61®M000IIIINB8. FL#17232 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=V-9' 5' EDGE CENTRAL 22 MAX w/ WEDGE SPACING SPACING OPEN WEB TRUSS SPAGNG SEE SEE CHEDUL SCHEDULE LAN TYP TYP P EE F MINGIN LEDGER SPLICE (OR END OF LEDGER eDJ -ESCHEDULEFOR —SEELEDGER 2' w7 EDGE E2XIO P.T. 5LT SIZE 512" IN EMBED (TYP) DGER BOARD TO BE SCHEDULE USED WITH O.W.T. RE 1. ENSU THAT EXP. BOLTSIJ-BOLTS ARE PLACED INTO GROUTED CELLS, 6" FaoNi ALL AROUND BOLT. LEDGER ff 2. END OF FRONT AND REAR Z LEDGER SHOULD LAP A MIN A OF 4'-0". (2)zX3. ALL BOLTS TO HAVE SVPWASHERS4. EXP. BOLTS/J-BOLTS(2) 2X8 SHOULD NOT BE ANY SYP PT CLOSER THAN 6"O/C. L FLOOR JOIST LEDGER SCHEDULE MARK I SIZE IBOLTSIZE M81.EW CBIIRAL8PA= A DOUBLE 2X8 1/2" 1 8"1 16" O/C E DOUBLE 2x10 (2) 314" 1 8" 1 22" O/C WOOD LEDGER DETAIL 10 SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngfoup.com L AA #: 0003325 bUNDIV. & LOT SILVERADO LOT #6 BLK #18 PROJECT 04128.00 -06181 MODZU 4EHB "2605-HAYDEN" GARAGE SNING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. DA 12amT /03/19 SCALE: 1/4"=1'-0" SiIEET S3.1A USP LFTA6 WI (16) Sd COMMON NAILS 2x STUDS 7 11 USP LFTA6 W/ (16) 8d EACH END DBL PT 2x6 BLICNG BETWEEN COMMON NAILS, EACH FL#17244 TRUSSES WI 40d @ 3" O.C. 1ST PLY END EVERY STUD OR ON INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS x 2" FLOOR DECK EACH END OF "BUNDLE" STAGGERED UPPER PLY INTO 2x6 MI LONG 3" O.C.; OF STUDS BELOW #8 WOOD SCREWS STAGGERED NI PLYWOOD FLOOR x 2" LONG 3" O.C.; AS SHOWN 'M DBL 2X8 9 El -old8" SHEATHING STAGGERED OFF CENTERLINE OFF 2x6; M, LEDGER TO CMU W/ 1/2" EXP. BOLT lyu' CMU WALL 3/4" AS SHOWN 8" CMU WALL AT 16" O.C. AND 8"FROM REINF PER PLAN REINF PER PLAN ENDWI MIN S12' EMBED. 88W68)B4A23 FLOOR DECK PER ELEVATION HRL188.1SS /4" PER ELEVATION NAILING PATTERN NAILING TnM O= 3 O OU O � �}Qa�j1 i�� � 0 �Q$�w , 2x8 PT TERMINATION PER L V TION ic. PRE NATION m 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL 24" M PRE-ENGINEERED WOOD EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116— x 4 TAPCONS 2x4 P.T. CEILING PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILS PROVIDE 2-TRUSS LAP NAILER W/ FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) SPLICE LOCATED EITHER TOP OR MASONRY NAILS FRAMING PLAN) BL 2X10 LEDGERH4/SPTHB MASONRY NAILS BOTTOM OF FLOOR TRUSS, USP SPTBTM. � 12" O.C. @ 12" O.C. TYPICALLY 10'-0" BUT REFER TO FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 1X2 FIRE -STOP 1X2 FIRE -STOP TRUSS ENGINEERING GIRDER TRUSS 1/2'HDG NAILS FL#17238 SECTION DETAIL SECTION DETAIL 2x4 STRONGBACK, WALL / FLOOR FRAMING, AT TRUSSES BEARING AT TRUSSES PARALLEL BRACING TRUSS PARALLEL TO WALL ON EXTERIOR WALL TO EXTERIOR WALL &FEL0202RE 2 SCALE:34"=1'0" SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" D SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS DBL PT 2x6 BLICNG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d @ 3" O.C. 1ST PLY AT FIRST TWO BAYS 4'-0" O.C. (AT INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD STAGGERED UPPER PLY INTO 2x6 x 2" LONG Q 3" O.C.; NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. BELOW STAGGERED OFF CENTERLINE OFF 2x6; e MAX 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 16, O.C. AND 8" FROM REINF PER PLAN END W/ MIN 5-17' EMBED. FOR STRAPPING VERIFY PER ELEVATION FLOOR DEC I'I �/4„ " SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN <L p -�Il Fes- W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH rn NAILING PATTERN STRENGTH EPDXY 6" MIN. OU EMBED. AT 32" OC MAX. QQ a SECURE GABLE TO 2x8 P.T. ' PLATE WI 12d's 8" O.C. MAX T I` 24„ -PRE-ENGINEERED WOOD 2x4 P.T. CEILING M FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 012"O.C. REPAIR DETAIL IF 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 3l4"=1'-0" CONC.POURED LINTEL COURSE CONT. 2x4 SECURED WI (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL CI SCALE: 3/4"=1'-0" 1.441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003328 a 3 tlL oj evBDM ea XWO SILVERADO LOT #6 BLK #18 PROJECT 04128.00 -06181 MOaEI. 4EHB "2605- HAYDEN" GARAGE DWING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. DRnqT A 12/03/19 SCALE: 1/4"=1'-0" sI;EET S3.1B PRE-ENGINEERED i,� VALLEY TRUSS CONNECTION 144i N. RONALD REAGAN BL LONGWOOD,FL32780 PH: 407-7746078 FAX 407-7744078 wwwAbdesigngroup.com AA N: 0003326 i g � a r �y$77a®S/ J BQQ� MN SILVERADO LOT #6 BLK #18 PROJECT* 041 8.002-06181 MODZU 4EHB "2605- HAYDEN" GARAGE 81rMG: RIGHT PAGE: DETAILS 50 MPH EXP. PRn" DATE, 12/03/19 BCA&M 1/4"=1'-0" BPIEET s3.1c 1441 N. RONALD REARAN BL LONGWOOD, FL32750 PH: 407-77443078 FAX 407-7744078 www.abdoWgngroup.com L AA 0: 0003325 8 Y 3 0 avaD:e. as LOr: SILVERADO LOT #6 BLK #18 PROJECT 04128.001-06181 MODZlj 4EHB "2605— HAYDEN" OARAOE DWINCI: RIGHT PALM, SECOND FLOOR DECK PLAN 50 MPH EXP. Bj SECOND FLOOR DECK PLAN SCALE: 114' = V-0' 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 DDDGGG3i3i3i � a � J F O q 1etmDm A. LOT SILVERADO LOT #6 BLK #18 PR0Ji:CT# 04128.00 -06181 MODZU 4EHB "2605- HAYDEN" GARAOS BTaNG: RIGHT PACE: SECOND FLOOR DOWEL PLAN 50 MPH EXP. SECOND FLOOR DOWEL PLAN SCALE: 1/4" = P-0" 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)1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1rr 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIP`nON REMARK 1Q (2) 2X8 BEAM SCHEDULE gMaM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) �H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 30M 8x16 (1)#5 (1)#5 NIA GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N!A 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 a1mF`eSSO SAFE LOAD - POUNDS PER LINEAR FOOT �mSt� SAP OAD LF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH was rem VISO V2M W" era 1173w TYPE LENGTH BW 8F6 RCMU TYPE LENGTH eam1T 91,27 s121T IIHIM e71HT efle4T W20-IT anal W264T rNar VWIT rmm VWT W3W 6118 mans rime rime rm40 m 44e rats same (42ry PRECAST 2281 30" ane elm am mIM "m ra (42ry PRECAST 1026 tOSt IM rd (41ry PRECAST rem rem 3W 4 N mm etas ?mr4s• 3m 4em e1e 7647 eel{ foes 10m Iem Om 31M 43e4 ew sax 7M wo (4Bry PRECAST iSee m" m em 400 met M4 am C-0' N6ry PRECAST 765 703 1309 4W (4e') PRECAST im mw mSm 4m am an SM woe "e Sea en4 low fum +am mxe aou me 'Ism me mm 4W (�� PRECAST ,MB Ter 2110 m1 SM WO Nee em P-0' @4ry PRECAST fiI2 eI1 +073 4'4P (64ry PRECAST ,an IM 210i Sale 400 4711 Mn "m 4m "" mO ee72 "mtrue tm7 mp 2M me 4Dw 4711 me S! 4• 0><ry PRECAST 1217 130 14w IM mw SIL mm w0 @ 4' (e{ry PRECAST 411 411 746 @I' le4•) PRECAST III" , we mm mm 3M 4012 tees Sou mm 76A 1" ,"e me m70 tO mle emI 4em @-10" (f0� PRECAST 1062 11m 1173 Wsl am 3Dm Nm @-10' (760 PRECAST 9W 88D 91e @-10• (70� PRECAST m 1 mr 31n Sm 41M "m xm 4300 nm 7y, � ,W mN mm 8W mu aN @-0' (7ery PRECAST SOB Im ate 3aD 3mt mn 4m mx @4T (16) PRECAST 607 721 490 @d PRECAST m met ntaw 1m am 3w smt , mm m tw7 I= VID m, 3712 Td' Mn PRECAST 743 ", 7M mm me Nee "" 3M T4' Mn PRECAST 424 584 883 Tfi (IDry PRECAST m mm 2w 3w ml IM me+ ems em1 sm7 eat 737 tau ,W 3m Nm mn mm 74! it PRECAST ( 664 m Imo im mN am me mm Vim' (,12ry PRECAST ffi6 sit 2W I'i• (1+zry PRECAST mt M 11 %74 "n mw M I= IM mN 3M 4 eem e" m 13W 180 rem m4 SM I@e• (12r) PRECAST 475 e16 INS mm s711 xIm me 1@-0• (12r) PRECAST 254 401 iW Iwo (12e•) PRECAST m sA Ne ,tee , 20H e0 o tm! ,am 3om m7 4m m 4m 1tm 1472 IM /M 3am mN 11'i' (196) PRECAST 9e2 em w law 7eM a4m "n 4pw 114• (19ery PRCit18T 200 462 1li4 1,'!• (136ry PRECAST 4/4 eN m3 Ian 7M 3m Ne 130 im "m 3tn 400E 4N u7 1372 WO INS ate 1r-0• (144ry PRECAST 337 ew r3 Imo 106 r1N mm = 124' (144ry PRECAST 2N 402 137 Ir-0' (144ry PRECAST 4m 4m 7x m 11 ISM ea 03 12M ,m4 arm mm 3m2 470 mD sa Ism I mm Irk• , ( 471 7m tom ,4m im me ar3 1rJ' (1W) PRECAST 217 rl{ 110 tr-e (1e0ry PRECAST 41. m W M 3N I Im 4n M 1076 7m rem mro mn 4m 4m m 11m m I ten 14W (Ian PRECAST 279 4N M tam /me On 21n 3m 14'-0• (1W) PRECAST 205 293 1W IN-V (1081 PRECAST aN a w3 IN em tm 4w M "a im fen 21n m3D 40 40 717 w I= 1 1m7 ,Y2' (,7ery PRES7REBBm N.R. M mt tm Nll NR WR NR 1{'2' (17e') PRESTRESSED N.R. 294 81 ,4'-8• (17ery PRESTRESSED m m "'mm0 aw am V2 Sea e0 t ee I" 107 ttN we 7m Iwo rem mm 2"7 ana 1@i• (1B4ry P 89ED N.R. M 1N st NR M Mt NR t@J• (1e4ry PR681PESBED N.R 250 e3 IV4• (1841 PRE811�8ED m m 8e 3m 4m em ® em M 1 "i 1 140 412 m tm IM MR m0 m13 1Td' PM PRMI N' st M M NR Nit NR 1T1' On PRESTRESSEDN.R. 1B4 64 1T-4• On PRESTRISM N7 lot m = 4m em m1 70 m M Ian $73 1473 3m m soNK t rem ter mn iV4n ;' 0 ) PRESTRESSED N.R M NR M s sl M m MnPRESIRE68ED NA 146 52 1V-C M2') PRESTRESSED 1m tm IN m m 346.j 421 A on N7 Nf N7 1 7n IW m 40 NR OR im e0 Iris 214M Mnl2ee'I PRESTRESSED NA NR NR M M NR M Nit 21'J' On PIESTfeSt� N L 125 42 21'-' (wary P 142 1w m4 m wr 3m 3m m7 4N m me am M tNe as em e0 tam tow 2r-0' (2e41 PRESTRESSED N.R st NN M M IA IR NR 22-V �ry PRESTRESSED NR 11e 40 2r-0" PHI PRESTRESSED e7 In 7n m m m m "3 4m er $0 em m em in "e NR M en ,m 7m 24W Mn PRESTRESSED NIL st 'T. 1R M 1R sI sl 2V-V PWJ PRESTRINSD NA 01 33 24W ow) PRRT mm iN im 17e m mi 310 3m 4m 4e m 4m 7n an em 1m m 4m eN eM 10m ,m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (#)THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUES TAKEN FROM `SAFE LOADTABLES' BY CASTCREIE WY20fe EDITION • PRECAST PRODUCTS fiVOTHERS TO MEET OR EXCEED VAUM STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVDE MINIM M 4.OF BEARING PAST EACH BIDE OF VOWS OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 d SF16-lT/OWOB 8F16-1T/OWOB 1 9 ( % "s +s I GT 3 8F16-1 T/OM/OB i s t Q. A `^- s U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL IV-0" i R r' 9 tl �a J "Ilk alto 41 - s p a ys41 L 8F,6.1T/OM/OB 2.1 n f SF16-lT/OM/OB 8F16-,T/0M/0B 8F16-IT/0MlOB I ) a ------------------------j SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www,abdosigngroup.com L AA 0: 0003325 6 a sysD:v. ae Lokil SILVERADO LOT #6 BLK #18 PROJECT* 04128.002-06181 MODEU 4EHB "2605—HAYDEN" GARAGE 91rMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. 50 F'pxDmDATE. 12/03/19 SCALE: 1/4"=1'-0" 8HEET s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 112" HOG NAILS, WOOD TO WOOD: USP RT1 SA OR LUGT2 WI 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 20 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 P81336, .177" ° x 2 7l8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2A 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 St2E 8' BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Ys'XS Xz") SYP. USP HTT4 W15/8" DIA 5/S3.tA PT., WOOD POST x5"EXP. BOLT CJ71 77 CJ1 Q CJ3 18KGT", CJB 6 ABG 'rye 1 B .1 1 A7 s:z�= sax.szmx�x�sa�xsamxxacxxssxas=x x�ss�s� AS x xsss s ass s a� a - s asx:< x a a zz� z aaaaa a =� a zss = x zmmea : zs� s � _ xoaza xz�ssxz=seam: sssm xssssxa�ss®xssxa zasa=ae�ss�x�zsaa= A4 A3 PRE -FABRICATED ROOF z=ss TRUSSES @ 24" O.C. a�a�saasmaa�aa®x�e a�s�mifo�assamsasamaea s 1A m RIDGEa All '1 . as_s---mesa----- .... mass.. a■®....... =ssxmsx=x>axm==ems= a xmsx x y/A sma=xxaxasmxaxs `�9=�x .as:amaa�axmm�asamm. az::� a�aosaoas�tio: I ATTIC I ®seam ... smmm:a:a ACCEESa>Sis�s assasa==xxsmx xx�x==msr�xsmesaams�xm:=x xxm:a-�z==x axaxax x�x�x smeersmsaaamsxxama w sa�xs =���e xo a 1B GT ABO 1g CJS p �j GT B213 1A GI 1 N N N I W I N 'SA IN IN n INy,A = CJB 1 " CJ3A r 9 N 4 w ■ N N EJ7 R 11 p R m CJ3 f� I I -------------------------� 5 ROOF FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdoelgngroup.com L AA k: 0003325 Qi r- 4 b b QVHDM at LOOT SILVERADO LOT #6 BLK #18 PRDJISCT# 04128.002-06181 MODZX.c 4EHB "2605-HAYDEN" OA1tAGE 8TIMM RIGHT PAGZ: ROOFPLFARNMING AND NOTES 50 MPH EXP. RCLANJ A A90UCHACRA L AR NO W/ DA 12/03/19 MICA=. 1/4"=1'-0" 8*1m T s6 GABLE -ENO F A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (2798) ZONE 3 = 33.53 PSF (43:53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: H APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 20 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 Sd RING SHANK, 2 112" 0.120" 170,000 18.2 RINGS SCREW SHANK ER NCH) I Sd SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES L$3 I WE N TOP CORD BLOCKING ATV O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ar1nF RHFArHIsx: Emmomm rm mis! -__, `1 .. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 1� 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS Q 17 O.C. IN FIELD or Bd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS R 12" 0.6,.)N FIELD J\ L TYP. 3/4- T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, e01 EDITION AC1318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AC1530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MADMIMAGGREGATE SIZE SHALL BE 3W. PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFNMFERED 3W PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAB3.ONGROUND WHERE INDICATED ON DRAWING8. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WOW - SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS. SUBS, COLUMNS, WALLS, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fo = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS. SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 00 NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER F13CR 2017, Stl1 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 92, THE STRUCTURE IS DESIGNED 70 BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al 86, GRADE (15 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WERE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED 3'-0" EACH WAY. �' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS, AND BE MANUFACTURED FROM STEEL i0 WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. F E D SCAL BARS, UST A SHALL BE ASTM A615 REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED R G FREE GRADE SO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. A D SHALL DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AN SPECIFICATIONS, D IFICATI EC DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH TPN4, "DESIGN NATIONAL CONTRACTOR SMALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND RPIAMCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD-ran-Goncurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: p4 BAR - 25" 06 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD -norm--nl p5 BAR - 30" Y7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR. SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. 15 psf TOP CHORD 20 psf TOP CHORD Q PSI W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PST WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 PV WIND: DEAD LOAD SPEED =168 MPH S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (BBC EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE UNINHABITABLE ATTIC WITHOUT STORAGE: ATTIC UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: STORAGE:: WITH STAIRS: HABITABLE ATTICS AND ATTICS SERVED WITH FBALCONIES (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: 40ppsf, GUARDSCOMP3OPSONENTS: ANDC AND HANDRAILS: GUARD IN-FILLOM:4 COMPONENTS: SOOM PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLEN SLEEPING LE GARAGES: 50psf, GA AGE OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30p91, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PUN 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 SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPoNSIBILITV OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-80, GRADE Trrl = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WINO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASON MASONRY CELLS SHALL COMPLY WITH RY WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM Cd78, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL 8E "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MD(SHALL HAVE A MAXIMUM 3/8' CONNECTORS" BY USP, 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 BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT, LATEST CATAI OC. ;Kill IIII7_viEel `.W9i1*J0 1_� 7iri�L•7:P FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI. FOOTING EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH, ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S i/- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY NTH ALL THE REOLAREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMLAA TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIXUNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH G HELD FOR LONGER THAN M MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE VATS THE ABOVE REQUIRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS: A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONSY B. FOR CONCRETE EXPOSED TO EARTH ANDDR WEATHER 1.1/2' FOR #5AND SMALLER 2'FOR A8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-10"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS A D/ N OR VERTICAL REINFORCING. LAP VERTICAL REBAR S X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S, Fy - 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION 90.E TYPE SPACWG RE.- APPLiGnON E. ITYPE SPACWG REMARx3 t PTFURRINGTO CASE HARDENED COIN _GE__ 1IK'DIA TAPCON AN90NRY 11?EM9f0.,PENOOIBT., IA 90tKYlWNG. WVLit?LONG. S. TOM SOHRYICONG. IqW HER FASTENER e,� 11 EDGE- 9GD, AL.EXt. DOORS GSEHARDENEDCOIL YOIC WNDOW4xxNL FASTENED .-GE DOOR BUCK I—. WI E%-.-BOLT t4"dC -E-D.,PENO019T., ix PT,SEENOTES NAIL 1 llr LONG. STAGGERED INTO MASONRYICONC. TO MASONRY/0]NC. -HER PEDGE OIBT. WWDOW BUCK CASS. ENS. COIN Y WNDOW4XlOS FASTENED NE-S-TO CONTACT THIS ENGINEER FOR SPACING Ia PT, SEE NOTES NAILI -LONG. 9TAGGEIEO IHTOMA9oNRYlLONC, MAsoMrrl coNc' REQUIREMENTS EXT.9WWG DOOR Gx PT SEE NOTE! (n L189W. NOWASHER TAPCON' 1­ I1 EMBED. REND. DIST„I1 EDGE DIST. NONBEAWNG WOOD WALL TO CONC. E%PAN9KIN 4'EMBFD.PElO Z4R eOLT DRlT., 3'EDOf OL9T. PT WINDOW WCN 0.135°PAix419° B°dC d"END. DIST.,11/^ PT T09TEEL WL., SEE WI w-. STAOOEREO EoGE019T. NOTES I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL327W PH: 407-774-6078 FAX 407-774-4078 www.ebdosigngroup.00m AA M: 0003325 i � $ qcs C rOUBDM As LHOT SILVERADO LOT #6 BLK #18 PROJl.CT/1 04128.002-06181 MODEL& 4EHB FF2605-HAYDEN" GARAGE SWING: RIGHT PAGM1 DETAILS 50 MPH EXP. 50 III DATO 12/03/19 8CALS t"=1"-0" IDLmmll s N,l 11