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HomeMy WebLinkAbout6675 Cobble Bliss Str STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIITY FOR 24TTERPRETATION 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. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE Q278-JOR'D�T__I- FOR: 12602 TELECOM [DRIVE, TAMPA, FL 33637 DESIGN CRITERIA: -FLORIDA. BURRING CODE, RESIDENTIAL, "E EDITION (2020) -AIL LOCAL AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MIN. INTERIOR FINISH — CLASS B -BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH -EXPOSURE — C -I—STORY RESIDENCE - -2—STORY RESIDENCE — MAX HEIGHT AS PER LOCAL AND STATE CODES . CAW. SQ.FT. CALC.'S IST FLOOR LIVING IbIB S• FT. 21,10 FLOOR LIVING 1,660 5a FT, TOTAL LIVING 3;18 5FT• GARAGE 900 £GI. FT. ENTRY (ELEV G) 38 5a FT. COVERED LANAI 140 Sa FT. TOTAL 4,156 Sa FT. Tel: (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS A . ADMSTA13LE M.C. MEDICINE CABINET A ALTERNATE MFR, MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MT. METAL THRESHOLD CL CENTER LINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.TS- NOT TOSCALE CLR. CLEAR OC. ON CENTER CONC. CONCRETE PL PROPERTY LBJE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PIT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD, RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR DS. DOWNSPOUT RM. ROOM DTL. DETAIL R O. ROUGH OPENING D.W. DISHWASHER SC. SOLID CORE EXT DR EA, EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SIFT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWA. SHOWER F.G /FX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD, STANDARD FLUOR. FLUORESCENT SWS SHEARWALL FR.DR. FRENCH DOOR SECTION FM. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK, THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OFCURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HC. IT LLOWCORE V.P. VAPOR PROOF HEIR HEADER W. WASHER HOT. OR FIT HEIGHT W" WITH - MSUL. INSULATION WD. WOOD INT, INTERIOR WDW, WINDOW WM W.I. WATER HEATER WROUGHT IRON REVISIONS DESCRIPTION UPDATED PLANS TO INCLUDE I -JOISTS ADDED STONE CAP TO ELEVATIONS ADDED COMPONENT AND CLADDING TO SHEET Al UPDATED LED TIGHTS PER D.R. HORTON ADDED SII[PSON CONNECTORS LL.O. USP ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON UPDATED NEW FLOOR PLAN LAYOUT PER D.R. HORTON SENT FLOOR PUNS AND ELEVATIONS TO D.R. HORTON FOR APPROVAL PLANS HAVE BEEN UPDATED W/ CORRECT' TRUSS PACKAGE (150-C) SENT TO ENGINEER FOR APPROVAL MADE REDLDW CORRECTIONS FROM ENGINEER CHANGED ROOM NAMES PER D.R. HORTON UPDATED PLANS PER EU AT DR HORTON REPATHED XRM FOR THE 2020 FBC .,PfREVAI f Levi• E, .. r'4)1N ANF_G REV1E%'D,A7_E A t E; r •tS.. pLA n INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION P PG PG PP PG PG PG STRUCTURAL SHEET ## PG S1—FOUNDATION PLAN PG SMA—DETAILS PG SLAB —DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN PG S2.IA—DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S31A—DETAILS PG S4—SE COND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PL PG S6—SECOND FLOOR ROOF FRAMING PG SDI—SOOFFITT DETAHS DESCRIPTION A R C N 17 EC T 3 GrouT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WWW.abde igngmup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 of FAX: 813.886-2802 aeiumi� stMDIV 8s LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL 3278—JORDYN II GARAGE SITING: LEFT PAGE: COVER SHEET 150 MPH E C 19 SCALE: AS NOTED SHEET CI GENERAL NOTFS 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95 % MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 SUPPUER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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 MANCH GYPSUM BOARD OR EQUIVALENT. v 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) 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 Y? 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8 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-C926-18b, ASTM-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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-CI O63 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFI7TS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10120 (RM) 1 R C R I T E C T S Grouly 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX 813-886-2802 37MDI7. & LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 DLODEIA 3278-JORDYN II GARAGE SQING: LEFT PAGE: GENERAL NOTES 150 MPH C Dltnrr 'I p06/25/21 SCALE: M NOTED SIMET GN • (2) LAYERS OF 3/4' PLY1WOC OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER U10) % 3' SCIEU.14 • EA STRINGER UHT1#EADED SHANC TO EMEND BEYOND THICIQESS of SU154LOOR SFEATHNC 9'-T WALL NOTE: HANDRAILS SHALL HAVE E1714ER A CIRCULAR CROSS 42' H. SECTION WITH A DIAMETER OF 1 HALFWALL 11411 2' OR A NONCIRCULAR THE CLEAR SPACE CROSS SECTION WITH A BETWEEN THE PERIMETER DIMENSION OF AT HANDRAIL AND LEAST 4' BUT NOT MORE THAN THE WALL SHALL 6 1/4' AND A LA174.3EST CROSS BE 2-1/4' SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES SHALL HAVE A MINIMUM RADIUS HANDRAIL • 36' OF 1/6'. HANDRAIL SECTION A SCALE: NTS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EGIUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROAMS BY NOT LESS THAN M■'CI5.9mm) TYPE X GYPSUM BOARD OR EOUIVALENT. -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. FBCR 2020 OTH ED.) 302.1 3/4' TNG SUB FLOOR GLUED . SCIQE-2lED PER FASTENER ScHIF E 10'-8 3/4' 1 2ND FIN. FLR FLOOI¢ING � SYSTEM (SEE FIRST FLOOR FRAMING FLAN) 2X HEADER OVER DOOR 2-8 DOOR AT STORAGE UNDER STAIRS Nam, STAIRS RISERS TO COPFOR I TO REM -ITH EDITION 2020 MR TREAD•10' MAX RISER•1 3/4' 3A6' MAX VARIATION IN M5ERS/TEADB ADJACENT TO EACH OTHER 3/S' MAX VARIATION IN ANY RISER/READ HANDRAIL CIRCULAR OROGS SECTION DIA_ TO BE 1 3/4' .-V4' OR FROVIDE EGUNALENT GRASPABRLITY UU NIDERS- MR! 6' URDE - NARROW END MR II' UDTH - 12' FROM NARROW END 34' MR HANDRAIL Wit 0'-0' FIN. FLR STAIR SECTION C SCALE: Ia' • I' 6 s r----------- I I I 12'-2' 13_T. I T-0, I (2) 25-SH _ I ROOF 15ELCW Y-2' 10'-8' 3'-2' '-0' 20'-4' 25-514 25-5H J:l:l:l:l:l:l:l:l:l:li_Ji!:!:l l.:l l l l l:!LO �i�,Jlf*S l:l:/:ff ff sff. *!L0.' c .•i O' ♦� Z4 '.'T..� UPPER BONUS gCA5. ro ,,. '•' ,. ,. 04 'o o WOODEN 1101111011 son ,. soon 010 of d:::d deddIol dd8:- 101:: 4# v! VXXXLE �� ■ y; o 04 p. 0� i♦i i� II SECOND FLOOR PLAN A R C N I T E C T E rMD n LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abd-Igngrou p.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 IIIIIIIIII 1111110 Bxmmv. & LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL 3278—JORDYN II GARAGE SWMG: LEFT PAGE: SECOND FLOOR PLAN 150 MPH E . C 1,ATE. 06/25/21 SCALE: AS NOTED SHEET A Bxmmv. & LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL 3278—JORDYN II GARAGE SWMG: LEFT PAGE: SECOND FLOOR PLAN 150 MPH E . C 1,ATE. 06/25/21 SCALE: AS NOTED SHEET A AREA OF ATTIC = 2568 SQ. FT. N ET FREE VENTI LOTION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2568/300 = 8.56 VENTILATION AREAXSQ. INCHES PER FT. (144) = 1232.64 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5X 1232.64 - 616.32 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 61632 /115 TOTAL It OF VENTS REQUIRED = 5.3593 TOTAL # OF VENTS PROVIDED - 6 SQ. IN PER SOFFIT VENTILATION AREA = 11736 LINEALFOOT = 616.32 /11.736 TOTAL LIN EAL FT OF SOFFIT VENTING REQUIRED = 52.5153 UNEALFTDF 'AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG I EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) — PRE-ENG ROOF TRUSSES BOX OUT BEAM W/'1/8' STUCCO FINISH 4 PAPER BACK WIRE LATH ON APPROVED HOUSE WRAP OVER 1A&' OSB SHEATHING b' WIDE STUCCO - BAND - TYP. 12' $a CM COLUMN W/ 1/8' STUCCO FINISH 8' WIDE STUCCO BAND - TYP. CONCRETE AT F'ORGH\///\//\//\//\ a' SEE FOUNDATION FOR FTC. SITE DETAIL A SCALE: V- P-0' I'fl-51 IWfNDOIU I12' .i' s DETAIL B SCALE: 1'• I'-0' HURRICANE STRAP. SEE FRAMING PLAN V-4' BRG. HT. ip 8'-8' T.O.C. 8' X e' PRE -CAST LINTEL "v a. J, 0-0' FIN. FLR SHINGLE ROOF DETAIL m ■■■ ■■■ ■ ■■■ ■■■ I�J - MINOR OMNI somilsool- ��I ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ■■■ ■■■ _ _ _ ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ° I I ■■■ ■■■ i - _.- ml I•I I.I I.I I.I I.I I.I 1.1 I•I I•I I.MFE I■I ONI■I ICI I■I ICI ! = I0I I■I IC =_. DETAIL D SCALE: V- V-0' ODETAIL E SCALE: I,.1'-0' GARAGE DOOR TYR 8— T ---' I'-0' 10'-11 2ND FLR HT. BRG. HT.---- I'-0' �I 0'-0' __ FIN. FLR�'— REAR ELEVATION- G A H C H I T E C T E oeffo—o- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 —.bd-igngmup.com AA #: 0003325 pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8 L3-886-2628 FAX: 813-886-2802 InA�NI� Sxmx)r ►. a LAT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 2[ODELA 3278—JORDYN II GARAGE SWING: LEFT PAGE: FRONT & RE ELEV. 1 H milaw SCALE: AS NOTED SHEET A3G 2 6 i TEXTURED FINISH 12 5 0'--I� -- 44y� r 0-k LJ STONE VENEER I, y OFF RIDGE VENT 5 12 , 5 ---------- �19�_4� BRG. HT. TENURED FINISH p 12 ,y10' -8 3/4' T. 4' ------------------------------- —�09 B9. IT. P-0' TEXTURED TEXTURED FINISH FINISH ;t zrlci-------------------------- 2 -4 RIGHT ELEVATION-G 5 113'HT. 9-4' BR------------ ____--- ___ 4mi FIN.0 LFFIN. TEXTURED FINISH TEXTURED "v FINISH OFF RIDGE VENT I 5 5 ti 2NDFONT. ---- ----- --------------- ----- ----------------- 9'- T $ B�--- - - - - - - - - - - - - - - - - - - - - FOAM B TEXTURED TENURED CAP FINISH FINISH :r iA ;r 0'-0', FI��--- ----- — --------------------------------------- LEFT ELEVATION-G A R C H I T E C T S Ilneidw FAX 407-77 iB Www.abde igngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 uuuw S mmv. & TAT: SILVERADO LOT #10 BLK #10 PR'DJECT# 03719.001-10101 MODELS 3278-JORDYN II GARAGE 81IING: LEFT PAGE: LEFT & RIGHT ELEV. G 0 MPH C 7, WIT2 SCA M: AS NOTED SHEET A4G ELECTRICAL LEGEND SYM. DESCRIPTION STANDARD SWITCH y{}" -WAY SWITCH -WAY SWITCH LED LIGHTING @ SINGLE LAV. BATH 2 LED LIGHTING @ SINGLE LAV. POWER RM EIDRM 2 PRE -WIRE FOR Q CLG FAN ,� 2 a COVERED LANAI m CASUAL Y DINING PRE -WIRE OPT. FOR Q DINING CL) CLG FAN ( FIXTURE O � — 1 WP \ GPI \ \ i GREAT /� JUNCTION 1 ROOM BOX UNDER COUNTER --- I 1 PRE-WFOR D.W. P IRE \ /I I FaQ GLG FAN) \ rl l F 1 \ 1\ OFT. ` CAFE FIXTURE LJ KITCHEN `===OPT --- 0 0 CFI• un-r 44'AFF. 0 GFI• / Gil CHIMES 44'AFF. / `� 44'AFF. 1 ATTIC ACCESS W/ \\ SWITCH t LIGHT \ k� / GPI• 44'AF. \\ j GARAGE GFI GLG. \ / 8 OUTLET \ I �rI / \\ �GFI CLG. I OUTLET I T -- 'r `.p I I I LLJ I PANTRY FOYER \� I LLB' o IL OUTLET FOR \ IRRIGATION / TIMER // DEl O • — E / ' / PRE -WIRER H FOCOAC / LIGHT PRE -WIRE -------------- PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-0' PB. FOR CHIMES FLEX ROOM PRE -WIRE FOR CLG FAN 6 ELEG.FOR HOOD/ MICRO ABv. 1 R C N IT E C T 8 GrDusi�n 41 N. RONALD RFAppG""AN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebd esigngrou p.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 --- 0 0 CFI• un-r 44'AFF. 0 GFI• / Gil CHIMES 44'AFF. / `� 44'AFF. 1 ATTIC ACCESS W/ \\ SWITCH t LIGHT \ k� / GPI• 44'AF. \\ j GARAGE GFI GLG. \ / 8 OUTLET \ I �rI / \\ �GFI CLG. I OUTLET I T -- 'r `.p I I I LLJ I PANTRY FOYER \� I LLB' o IL OUTLET FOR \ IRRIGATION / TIMER // DEl O • — E / ' / PRE -WIRER H FOCOAC / LIGHT PRE -WIRE -------------- PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-0' PB. FOR CHIMES FLEX ROOM PRE -WIRE FOR CLG FAN 6 ELEG.FOR HOOD/ MICRO ABv. 1 R C N IT E C T 8 GrDusi�n 41 N. RONALD RFAppG""AN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebd esigngrou p.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 LLB' o IL OUTLET FOR \ IRRIGATION / TIMER // DEl O • — E / ' / PRE -WIRER H FOCOAC / LIGHT PRE -WIRE -------------- PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-0' PB. FOR CHIMES FLEX ROOM PRE -WIRE FOR CLG FAN 6 ELEG.FOR HOOD/ MICRO ABv. 1 R C N IT E C T 8 GrDusi�n 41 N. RONALD RFAppG""AN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.ebd esigngrou p.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 ��mmp 9UHD1Y. de LAT: SILVERADO LOT #10 BLK 10 PROJECTtji 03719.001-10101 MODEL• 3278—JORDYN II Gwxw LEFTwnrca: PAGE: 1ST FLOOR ELECTRICAL PLAN 15 PH 2 DATE: O6/25/21 scAt.E: AS NOTED 9EiEET E1 PROVIDE 3 2/0 CU, I Y CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, I -4 AL GND IN 2" CONDUIT. (CONDUIT TO TERP1INATE AESOVE SOFFIT • OVERHANG.) 200 AMP ELECTRICAL RISER NOT To SCALE. GENERAL NOTES: SERVICE /24 AMP A ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE 12000 MVOL P SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M DISCONNECT AND I PMLO HASE THE FEIGR 1TH EDITION (2020). LOCAL CODES, AND ELEC 4 C PANEL ALL LOCAL POWER COMPANY REOWREMENTS. ELECTRIC PANEL METER IN NEMA B. ALL CONDUCTORS SHALL 5E TYPE THHN/THLLN 3R ENCLOSURE UNLESS NOTED OTHEIWSE. 200AR MGB TELEPHONE GABLE SERVICE TELEVISION ENTRANCE SERVICE YlONDING, POWER COMPANY EQUIPMENT ENTRANCE TRANSFOrd'IER EQUB'I'1ENT INTERSYSTEM TERMINAL AT GRADE r LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT, I PHASE 1 •4 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE '2/0 COPPER (CU) N 2" DIA SCHEDULE 80 PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN ELECTRICAL PROVISIONS OF 2" DIA SCHEDULE 8O PVC CONDUIT UNLESS r-5CR 1TH EDITION (20202 SERVICE IS PROVIDED 15Y THE ELECTRIC 5/8" DIA x 8 FT LONG COPPER COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. CLAD GROUND ROD A R C R I T E C T S GrDesignT . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Www.abdejgngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX 813-886-2802 I�AVII sxmnrv. as MT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL• 3278-JORDYN II GARAGE SMING: LEFT PAGE: ELECTRICAL RISER, CALCULATIONS 15 H C ELECTRICAL LEGEND SYM. DESCRIPTION -0- STANDARD SWITCH - -WAY SWITCH .9 -WAY SWITCH IMMER SWITCH HE PUSH BurroN ISCONNECT iTHERMOSTAT INGLE RECEPTACLE (12SV/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) XTERIOR WATERPROOF/GFI ;RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE FONNECTOR) -�DEDICATED RECEPTACLE I-Q UALL MOUNTED LIGHT FILING MOUNTED LIGHT NDANT LIGHT LOOD LIGHT UALL SCONCE PRE -WIRE VENT FAN WITH LIGHT (1 CFM PER SQ. PT) �93 BULB LIGHT FIXTURE A924 4 BULB LIGHT FIXTURE °n—= ro BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN �—LJNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) 0 'x4' FLUORESCENT LIGHT (SURFACE OUNT) LKsHT (REGESSED) LKsHT LIGHT (VAPOR PROOF)MOUNTED VORE8GEN7 LIGHT WITH J-BOX . FAN AL PANEL (FIELD VERIFY N)ALL MOUNTED) EILING MOUNTED) JG MOUNTED FAN FAN (I CFM PER SQ. FT) 80rM-EIL'ING E JACK E DETECTOR (WALL MOUNTED) E DETECTOR (CEILING MOUNTED) ONOXIDE !TOR MOUNTED) IMES ®MOUNTEDMILING DOOR R TV rVJACK -E•J65 PORT • LOCAT S MTO BE D OWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Ith EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GN • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR lth EDITION C2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRIPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR Ith ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISION$ OF THE FBCR ITH ED (2020). • ALL LN'1P6 6HALL BE SELECTED BY BUILDER AND 15% OF LIGHTNG MUST E/E ENERGY EFFICIENT TYPE PER FBG. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Ith EDITION R404.1 ROOF BELOW r ____________ I I I I I I I I I I I I I I I I I I I I I I I I I I I I ROOFBELOW I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-0' ---------- LED LIGHTING @ DOUBLE LAV. BATH 3 LED LIGHTING @ DOUBLE LAV. BATH I ARCHITECTS 6 Design Grou LLD. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 —.bd-igngmup.com AA #: 0003325 pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 00 FAX 813�886-2802 SLTHDIP. 8c MT- SILVERADO LOT #10 BLK 10 PROJECT# 03719.001-10101 MODEL: 3278-JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN %150 MPH C 1 Sc—: AS NOTED 1 E2 vr2- , �U 11/2' �'I I Ila'���lia'� ulc I \\ I i I Irz' sl-1oluE TUB I VA Av I KITCHEN KITCHEN ROOF SINK UU L — — — — — — — — — — — — — — — — — — — — — — — — — AUTO VENT I I 3 I I I I GO 4 I I NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. O 4' 'S. TYPE AID PROHIBITED. PT.TTA4RTNf- RTCFR y y FIRST FLOOR SCALE: 1/4' • 1'-0' I I I I I I ROOF BELOW SECOND FLOOR SCALE: 1/4' • I'-0' GrOUO2 1Y U tt[HUHIY OLYV. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdesigrgrou p.com ` A.: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAM PA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 04 IIINInII �nnm�s in stmDIV. ac LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL.• 3278—JORDYN II GARAGE SWING* LEFT PAGE: PLUMBING PLAN t. 150 MPH C ?g SCAM&' AS NOTED SHEET P1 stmDIV. ac LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL.• 3278—JORDYN II GARAGE SWING* LEFT PAGE: PLUMBING PLAN t. 150 MPH C ?g SCAM&' AS NOTED SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL. BE PROVIDED WITH PROPER CLEARANCE, FOR 5ERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS S1ALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEMIS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC NTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC -ITH EDITION (2020) MECHANICAL CODE 603U 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. a. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. J, ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC -ITH EDITION (2020) MECHANICAL CODE SECTION 607. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECW DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — 50LID LME• SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST PAN M LIGHT O/A OUTSIDE AIR Q THERMOSTAT m PASS-THRU AIR GRILL I I I I I I II /1 II 11 I COUNTERSUNK CA, PLUG SEE SPEC. BDRM 2 1'-e'xa' cONc. SECURE STRAP TO CONCONDENSER W/ (2�3/I6'X2' TAPGONS UNIT SIMP50N WB ROLL STRAP FIN. GRADE OR PAVNG 0 m n OR EQUAL FITTING OR EXTENSION TO SOIL ���,------ , OR WASTE AS u REQUIRED SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB MAXI 1/4' SHT. MTL. 5CR£W6 0 B H I CONDENSER UNIT 2 CONNECTION TO PAD SEELAN BAINV, SIANL L — — MAIN DRAIN 3/4' DMA. OVER a 12' OVER HEAD 12FROM STRUCTURE GROUND CLEAN —OUT (T gEXT. A NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING SCORIATED NICKEL FIN. FLOOR O O EXTERIOR WALL BRONZE FL. PL. OWALL R PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES BRASS PLUG - AIR HANDLER ----EXTERIOR WALL FITTING OR EXTENSION TO y 3/4' PVC CONDENSATE DRAIN LINE SOIL OR WASTE AS REQUIRED EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB WADE 9240-K JOSAM 56000 T REFRIGERANT LINES TO INSIDE SERIES NICKEL 5RA55 TOP PLATFORM RETURN CONDENSING UNIT CAULK P.V.c OPTI/SPEC TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR NTH EDITION (2020) INN. SEE MECHANICAL BLDG. CODE SITE PLAN SECTION 3012A HVAC DRAINS FLOOR SLAB CLEAN —OUT (TYPN ) p'' T I I TI � II II II GARAGE COVERED LANAI GREAT ROOM 14x11 N 12' S/A FROM � g ABOVE I I I I I I I I I O —5-- o � x FOYER 10' 5/A--/ FROM ABOVE I I I ENTRY I I CASUAL DINING 1 10x10 1 � 4 8x4 I I PANTRY x FLEX ROOM FIRST FLOOR MECHANICAL PLAN SCALE: 1/4' • P-0' A N C N I T E C T S Gro usmn LONGWOOD, FL 32750 PH: 407-774-6078' FAX: 407-774-4078 w bde igngroupxom AA #: 0003325 It DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 �IIINIIII annnn SUBDIV. & LOT: SILVERADO LOT #10 BLK #10 PItOJECT# 03719.001-10101 MODEL• 3278—JORDYN II GARA LE SVMG: PAGE: FIRST FLOOR MECHANICAL LAN 15fi MVH E A j ?g SCALE: AS NOTED SHEET MI HVAC NOTES I. ALL MECHANICAL EQUIPMENT $HALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER I PA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL, BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC IT" EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 D15F BOOSTER FAN OR EQUAL. FANTECH DBF IIO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRJNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THR) AIR GRILL ROOF BELOW I I I I I I I I I I I I I I I I I I I I I I I I ROOF BELOW SECOND FLOOR MECHANICAL PLAN SCALE, 1/4'•1'-0' A R C H I T E C T S Grqsn 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-774-4078 W ww.abol-igngroup.com AA#:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 i9VHDIV. ac LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL: 3278-JORDYN II GARAGE STFWG: LEFT PAGE: SECOND FLOOR MECHANICAL PLAA 15 MPH E N SCALE: AS NOTED EIFIEET M2 M�e,� 2X4 TOP PLATE MA T 7r PRE-FAB TRUSS 1/2' CLC. BOARD I/2' DRTWALL � l�- SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN PLR 2X4 WOOD STUDS .24. o_ SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIxTURE5 AND WALL GABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. MTYP. INT. WALL (NON—BRG. ) p' SCALE: 3/4'.1'-0' FIBERGLASS SHINGLES A$ PER FBCR SM.1. WITH UNDERLAYMENT ROOF SHEATHING AS PER F15CR 905.1.1. THICKNESS AS PER ROOF SHEATHING SHEET SNI, THICKNESS AS PER SECURED PER SHEET SNI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE PER FASTENER OR 1/2' HIGH SCHEDULE STRENGTH CLG. BOARD REFERENCE VATI STRUCTURAL PRE-ENG TRUSS SEE ENERGY CODE FORM6 FO PRE-ENG TRUSS INSULATION R-VALUES FRENCE STRUCTURAL MTL. DRIP EDGE MTL. DRIP EDGE 0. PER ELEVATION 2x FASCIA PER Ti-P 2x FASCIA PER ELEVATIONS O.H. ELEVATIONS VENTED SOFFIT R-4J INSULATION VENTED SOFFIT ATTACHMENT AS PER MANUFACTURES �WINDOW SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. IR' THICK, 2 COAT PORTLAND 8' cm PLASTER APPLIED I/Z' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY CEMENT PLASTER APIED PL 1/2, GYP. 14L. BD. DIRECTLY TO MASONRY WOOD 155A5E 0'-0' FIN FLR.L 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE T-I6 IN a ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 1609.5.1. /1 W/ WINDOW OPENING n TYP. WALL SECTION " NO OPENING NOTE: METHOD TO BE USED FOR THE r5"\1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'-1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 -ITIH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D22/o TYPE II OR ASTM D4869 TYPE Ulf OR TYPE IV UNDERLAYMENT. `i � nc a�s..s role we urc cm Vl' O1T.111HOG. u000 ease (2)GAS LINE THRU BLACK D1 a W'-re FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR 8' CMU III ►_�l����.Tile`1i!i!�Ti!�Ti!i!iTi!i!����i?i�i _ s GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' _2X4 SPF 24' O.C. MAX. - SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETU.EEN TRUS —PER STRUCTURAL DETAIL �STIFFBACK AT ALL UPRIGHTS - PER STRUCTURAL DETAILS 9' Ax PRE-ENCs WD.TRU55 PER ELEVATION IF CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR in HIGH STRENGTH CLG. BOARD R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING. — STRIPS • 24. O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERSLASS SHINGLES WITH UNDERLAYMENT A6 PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP 61-REED 2x P.T. SECURED MR STRUCTURAL DETAILS cm " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN a ACCORDANCE WITH FBCR 2020 tTW EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION 15 04 WHICH USES (2) TWO LAYERS OF: ASTM D226 TYPE 11 OR A5TM D48613 TYPE III OR TYPE IV UNDERLAYMENT. A R C R I T E C T E G L SOL +" LONGWOOD, FL 32750..E PH: 407-774-6078 FAX: 407-774-4078 ww W.abdmigngroup.com ` AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX 813-886-2802 annm� SUHDIV. de LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL: 3278—JORDYN II GARAGE SWING: LEFT PAGE: DETAILS %15 H E MIT DATE- 06/25/21 SCALE: AS NOTED SHEET D1 A R C H I T E C T S FIBERGLASS SHINGLES FIE4ERMLA55 SHINGLES — WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9MIL AS PER F15CR lWS.U. ROOF SHEATHING ROCF SHEATHING THICKNESS AS PER THICIWESS AS PER SHEET SNI. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE RIAT15N PRE-ENG WD. TRIJ55 — PRE-£NG WD. TRIS�ME 24' OC. MAX. 24' O.G. MAX / ) METAL DRIP EDGE--, METAL DRIP EDGE E4ATT INSULATION 2x FASCIA PER REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER I O.H. VENTED O.H. 5/8' GYPSUM BOARD ELEVATIONS SOFFIT Tl'P. OR I/2' HIGH STRENC TH CLG.BOAFZD VENTED Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.1INSUL. REFERENCE STRUCTURAL z O I I W J I I � WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS IQENCE STRUCTURAL i 3/4' T 4 G SUI5FLOOR 1/2' THICK, 2 COAT GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT PORTLAND CEMENT SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY M R MASONRY IX2 FIRE -STOP LEVATICN IX2 FIRE-STOP� SEE STRUCTURAL SEE STRUCTURAL R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ER LEVATION IX2 FIRE -STOP IX2 FIRE -STOP (PAGE 53.15 - DETAILS 344) (PACE 83J6 -DETAILS 344) R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/1' THICK 2 COAT In' THICK.2 COAT PORTLAND CEMENT PORTLAND CEMENT Ix2 P.T. FURRING PLASTER APPLIED PLASTER APPLIED STRIPS • 24' OC. DIRECTLY TO MASONRY DIRECTLY TO 8'CMU MASONRY I/2' GYP. WL. BD. WOOD BASE IX2 IX2 FIRE -STOP IX2 FIRE -STOP �1 Lu w 1 W J w BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/e' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD Ix2 FIRE -STOP f2-4.1 INWL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R EVATICN R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. IX2 P.T. FURRING STRIPS • 24' OC. 8' cm 1/2, GYP. WL. BD. MOOD BASE "1 naApE L� L n W/ WINDOW OPENING n WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'•I'-V' PH.407 4077746078 V FAX: 407-774-4078 w .abd-igngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 SUHDIV. de MAT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL.• 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS %15 H C 2 DRMT "I ATE: 06/25/21 SCAM: AS NOTED SHEET D2 Taw: 2X6 P.T. • CENTER OF DOOR HEADER SECURED IlV (1) In' X 8' J-COLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/8' WASHER 4 NUT OR LLV [2) V2' X e' ANCHOR BOLTS RAY WASHER / NUT O 19 17 CURE 2x TO 15LK UV V4' TAPCONB I Vl' S'BED. e' OL. 4' END DIST. 1 1/2, EDGE DIET. a 2X6 GARAGE DOOR BUCK SEWF£D R W/ 151 In' X E' J-BOLT OR ANCHOR COLTS, W/ 4' MIN. EMBED IIENT, W/ 2' X 2' X 1/3, WASHER 4 NUT. (I) WITHIN 8. OF TOP, (1) WITHIN 8' OF THE BTM, O" (3) EVENLY SPACED. � 17 O NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MAHIFACTUERM6 INSTALLATION INSTRUCTIONS WHERE ALIC14 INSTPR CTIeM ARE MORE STRRYeMT GARAGE DOOR BUCK ATTACHMENT 3 erxe, vr.rr 2X4, SECURE TO BLOCK W/ 3/16- TAM" MIN. SHANK SIZE J4a MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1,14') WITHIN a' of EACH END 4 Is. O.C. MAX SPACW- 2X4. IZI SECUE TO BLOCK W/3Ad TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 2V OF EACH END / 16' OC. MAX SPACING. 2X4. IZI SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 2X6, ® 2X6, 12® 2X6, CM SECURE TO BLOCK SECURE TO BLOCK SECURE TO CLOCK W/(2) 3AW TAPCON6 W//2) 3/16' TAPCONS W/O) V4' TAPCONS MIN. (MIN. SHANK 812E J45 (MIN. SHANK 812E J48 SHANK 612E J48 MIN. MIN. HEAD SIZE 300 MM. I -MAD SIZE 300 HEADSIZE 300 MM. a' CHU M. EMBEDMENT I V4') MIN. EMBEDM94T 1 1149 EMBEDMENT 1 V4') WITHN 8' OF EACH END 8' cm WITFIIN e' of EACH END a' cm WITHIN S' OF EACH END IR' DRYUI4LL / IS'Or— MAX SPACING. / 10' OC, MAX SPACING. I la' OC. MAX SPACING. a' C'Il SE P.T. OR 8U PRA MIN. 1!)' DRYWALL I. DRYWALL V1, DRVII ALL SECURE hllel FIRANME / I'X4' 2Xd ® 2Xa, ® ZX& EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK ❑ I'X4' BLOCK W/ 3/16' W/W 3/16' TAPCONS P.T. NAILER WK2) 3/16' TAPCOH6 P.T. NAILER WK2) V4' TAPCONB P.T. NAILER TAPCONS DOOR CASING (MRL 6HAJK SIZE J45 TAB' 09U6, X 4' MIN. MIN. SHANK SIZE 145 DOOR CA6RY MIN. SHANK SIZE J4e MIN. SHAK SIZE J45 MIN. HEAD 81ZE 300 MRL HEAD SIZE 300 MIN. HEAD SIZE 300 TA6' OAS. X W MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 DOOR CASING MIN. EMBEDFE74T i V4') MIN. EMBEDhE?lT 1 1/4') MIN. EMBEDMENT 1-1/4' WRHIN 8' OF EACH END WITHIN a' C= EACH END WITHIN 8' OF EACH END DOOR CABMG WITHIN W OF EACH END DOOR JAMB OR WINDOW 4 18' O.C. MAX / ID• OG MAX / IS' OAT, MAX / IW OC. MAX SPACING ATTACH TO 2X PER SPACNG. DOOR JAMB OR WINDOW 6PAC:W- DOOR JAMB OR WINDOW &'�� DOOR JAMB OR W14DCW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANIFACMIRES DETAILS. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3/4" OR +5/4" /1AINDOA TO BLOCK +3/4" OR +5/4' NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/15' ��OA TO BLOCK +1 15/18' NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3' /_1)�tRnw Mrn rHr.nrrr +s^ NOTE, SHRM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/15" n1/D4DDW TO BLOCK +3 7/16" 2X4: ® 2X4, ® 2X4: ® 2X4, ED SECURE TO BLOCK UV SECURE TO BLOCK W/ SECURE TO BLOCK W/ SECURE TO BLOCK W/ 6' 3ATAPCCNB Mel 3K6' TAPCONS MIN. 3/16' TAPCOW MN. V4' TAPCONS (MIN. NK SHASIZE J46 MRSHAK SIZE J48 MIN. SHAK SIZE J45 MR SHANK SIZE J45 MIN. HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 MRL EMBEDMENT I V49 MIN. EMBEDMENT 1 1/49 MIN EMBEDMENT 1 1/49 MIN. EMBEDMENT I V4') WRH#N a' OF EACH WITHIN 8' OF EACH WITHIN 8' OF EACH UNTHM a' OF EACH END / b' 04 MAX END 4 b' O.C. MAX END / 18' O.C. MAX END / 18' OC. MAX SPACING. 8PACMG. NOTE, STRUCTURAL 2X MUST 15E SPACING. NOTE, STRUCTURAL 2X MUST BE SPACING. NOTE, STRUCTURAL 2X MUST BE ® 2X6, ® ON OUTSIDE 4 SECURED 2X6, ON OUTSIDE 4 SECURED 2X6 ® ON OUTSIDE / SECURED SEC SECURE TO BLOCK SECURE TO BLOCK TFHROIIGHI NON-STRUCTURAL SECURE TO BLOCK TFIROIICAH NON-STRJC7UIRAL SECURE TO BLOCK THR711GF1 NON-STRUCTURAL 3H6' 3A6' TAPCON Milt I-V4' 3A6• T 3116' TAPCON MIN. I-V4' I/4' MRL 3/I6' tAPC.ON HM. I-V4' K SIZE J6 [HM. SHANK SIZE J48 (MR K SIZE 1S (Mix SHANK MM. 8FHld41C SIZE J48 EMBEDMENT INTO BLOCK SIZE J4 MM. SHANK, 812E J46 (MR EMBEDMENT INTO BLOCK SHANK 812E 148 MM. SHA SIZE J45 I EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MR EMBEDMENT 1 1149 WITHIN S' OF EACH END 4 IS. O.C. MAX SPACING. ID' DRYWALL 2X5, ® 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS MR SHANK SIZE J45 DOOR CASNG MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 V4') WT14N 8' OF EACH END 4 18' OC. MAX DOOR JAMB OR WINDOW SPACING ATTAC4 TO 2X PER MANFACIURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" �1TBVDDI/ TO BLOCK +1 1/2" MR HEAD SIZE 300 MIN. EMBEDMENT 1 114') 1 WITHIN 8' of EACH END a• CMMJ 4 16' Or— MAX SPACING. InDRYWALL 2X& SECURE TO BLOCK I'X4' WK2) 3/16, TAPCONS P.T. NAILER MR 814AW SIZE J45 MIN. HEAD SIZE 300 DOOR CABMG MK EMBEDMENT 1 1/4') WITHIN 8' OF EACH END / 18' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X FIER MANFACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4' /1AD'iDD1I TO BLOCK +2 1/4" MM. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN a' OF EACH END 8, CMU 1 W OD. MAX SPACW- W DRYWALL 2X8: ® FT I'X4' SECURE TO BLOCK PT. NAILER 1102) 3A6' TAPCONS MIN. SHANK SIZE J4a DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4.1 2ND 2X SECURE TO STRUCTURAL WITHIN 9' OF EACH END MEMBER W/(2A2d WITHIN e' 4 18' O.C. MAX OF EACH END / 6' TO a' OC. MAX SPACING DOOR JAWINDOW ATTACH TOO 2XX PER NOTE, SHIM AS NEEDED TO PLUMB MANFACTUEES DETAILS. JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" OTmNOOTIr Tn ar.nrnl +a' HEAD SIZE 300 MIN. EMBEDMENT I V4') 8, cm 8' OF EACH END 4 19' D.C. MAX BPACRY In, DRYWALL 2X8, ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 1/4' TAPCONB (MR SHANK SIZE J46 I' P.T. X 4• MIN. MIN HEAD SIZE 300 MM. EMBEDMENT 1 1/4') DOOR CAeW'HG WITHIN 8' OF EACH END 4 IS' Or- MAX BPACMC DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 3/4" /11IIND0W TO BLOCK +3 3/4" A R C H IT E C T! G sOLL�. 141 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd-igngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAM PA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 annnm sU13DL'P. So 1,0711 SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 M03131 L' 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAI 15 MPH XP. JC PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MIWINDOWS&DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/202.2 FL 15272.1 ALSIDE'27'VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 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 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM CED W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 A R C H I T E C T S GrouOLC. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX 813-886-2802 111111111111 aysD:v as 1LOT SILVERADO LOT #10 BLK #10 PROi=T# 03719.001-10101 MODEM, 3278-JORDYN II GAIVAGE BVWG: LEFT PAGE PRODUCT APPROVAL LISTIN 150JkPH 4CFX C aysD:v as 1LOT SILVERADO LOT #10 BLK #10 PROi=T# 03719.001-10101 MODEM, 3278-JORDYN II GAIVAGE BVWG: LEFT PAGE PRODUCT APPROVAL LISTIN 150JkPH 4CFX C PREFOR'ED CONTROL JOINT - FLANGE OF CONTROL JOINTS Ta BE WIRED TIED TO LAIN • 6' Or— MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV %' LEG MAY BE USED TO TEM'. SECURE CONTROL JOINT DURING INSTALLATION ------- FASTENERS TO BE SPACED • T' O.C, MAX VERTICALLY J' THICK 3 COAT C ENT PLASTER UAM LAYER •2. FORTIFIBER OUILDNG PAPER APPROVED METAL LATH FASTENED .T' (VERTJ OC. MAX AT SUPPORTS UM LAYER 9, STUCCO WRAP WOOD SHEATHING ',',/� IMM0 ON0A. E LATH SHALL BE CONTINUOUS THROUGH JOINTS EXIST DE BTOF'PED TIED AT EAC41 SIDE folill 2X4 CLOCKING PER ASTM CI063 \ PLACED FLAT MAX 6' TO 0' FROM CONTROL JOINT U4EN NOTE, / CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR— i STRUCTURAL STUD STAPLES IN COMPLIANCE W) A6TM Cill 2. WIRE TIES TO BE (NO. 16) 0041S' WRE 3. BLOCKING SHOW MAY BE N ADDITION/ \ i0 WASTUDS REQUIRED STUREQUIRED PER PLAN O"M" TYPE CONTROL JOINT OLN'OLD NWIO.R.A ®HELD O I --- PT. A x, cRAec . Pr, e OHNNL OL FOLD IiIYO . R. A 1 CREAAN . 10 R1lD ® LP0.D NWT®.PT.A 4 FQD Pi. C O.ER M. O 16.E R. G TOUC4ID Sotto', NL+YIOE KA4= Ri11� aura rrArt OPAL FOLD, QQ tleL cvr. THICK 3 COAT CQ'E7Nf MA61ER OWAIM, W- 2 COAT CEMEW PLAOTa rO%t l LAYER a, FORMEER BUILDING PAPER female �Y) Um LAYER ti STUCCO WRAPfeneNe ONLY, INSTALL FASTEERS (CLIPS; STRAPS, STAPLES) AS NOTE- APPROVED BUILDING WRAP 641ALL ISE LAPPED A MMIMJM OF REODUIRED TO SECURE PIPE) WRE TO FRAMING b' • VERTICAL LAPS (ROLL UM LATER 9. _ ENDS) 4 6' • HORIZONTAL ALL SEAMS NEED TO 06 TAPED LATH VERTICAL. LAP TO BE I' T1UARAP STUCCO WITH FORTIBER SHEATHING TAPE UM LATER IA. FORnPI EUILDING PAPER / \ METAL LATH / \ 6'xb' SELF -ADHERING MEMBRANE / \ FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED / r nw. LAP . IET4 LATH \ - HOUSE WRAP, RA&.IMG TO EXTEND ONTO PIPE }X X X X I 4'x4' SELF -ADHERING MEMBRANE FLASHNG OVER APPROVED HOUSE uRAP. FLABHINC TO PXrF1'1D ONTO PIPE IT METAL LATH THICK 3 COAT CE)'EIdT CONY. BEAD OF SEALANT STIlCGO UARAP I PLASTER TALL APPROVED HCUSEVRAP AIR METAL LATH RFILTRATION BARRIER OVER 6' MIN PAPER LAP BELWI ONLT / I Wf✓0 LATER 91, FORTFIDER BHEATNItY. WRB LATER 4 FOR. IFIDER BUILDING PAPER COATING; OVERSTUCCO/ BUILDING PAPER \ / I LATER 9, C-V.FFINISSH (REEF WALL SECTION) .i STU STUCCO WRAP WOOD SHEATHING SECTION VI`1 R SECTION E#arior MN �IyendM aNerlq r use ar pa11— cement plaster shall mmply with the application .h.11 c requirements of ASTM C 928-18b. I.MIN LA1H LAP, 4' T•ER Installation of eMedar lathing and (taming ALL LAP shall comply with ASTM C 1063-19a, 2 APER LAP SCALE( l IR'.I'-0' or ASTM 1787 (4) KICKOUT DETAIL fxNel�aApOa,T`� RAtt Q.OYI IMlRO. � we xwLL n.+et1N>r HQOFOIr nJeHw (.a 7 r, DRAL) \ Boa. reTALL wcXour eLAO t AT SOTT\'I Q ROC! x YM11 Hip![GTKi! VERTICAL LATH & PAPER DETAIL Nam, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMDERH. THEY 6HALL BE TIED WTH 0ID4T8-N. (I71Ht11 WIRE AT INTERVALS NOT MORE THAN S' (226-M'T). AS PER ASTM CI063. FOR REPAIR OF TEARS N URD LAYERS, TEARS MAY DE PATGNED U 44OUSE WRAP TAPE PER MIAINF. SPEC, OR PEEL 4 STICK WOOD GHEATI BUILDg PAPEF STLICCN HORIZONTAL LATH & PAPER DETAIL 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W) HOUSE UR.AP MATERIAL) OVER APPROVED HOUSE U ll 1' OR LESS PIPE PENETRATION CUT AND OVERLAP C SELF-ADH ERNG WOOD SHEATHING OR CMU WR5 LAYER *I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) -LAP WRB t TAPE OVER ROOFAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING Z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEvATION5 O"L" FLASHING N.T-S. 4• T I ON STEP 02 TAIL (F LEGEND - b'xb' SELF-ADFERING MA7IBRANE FLA61NMCa (COI'7PATBLE W) HOUSE UARAP MATERIAL, OVER 4k4' SELF-ADFERMG MEMBRANE FLASHING. OVER APPROVED HOUSE URAP. FLASHING TO EXTEND ONTO PIPE DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16g ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-14a, MIN, 2.5 LBS. PER 6G2. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF I A R C H I T E C T S 6 GrouO1� LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 —abdimigngroup.com AA #: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX 813-886-2802 �IIIIN �ionno BUHDrv. & LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL- 3278-JORDYN II GAlt GE BVING: LEFT PAGE: WALL ASSEMB Y DETAI 15 PH D "' 06/25/21 SCALE: AS NOTED 8IXZET WA1 INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLAtYES OF NON -MOVABLE " FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM, Z SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND - S', DES ONLY. SEALANT 15 TO BE l TOOLED SO AS TO DEFLECT r. WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i X JOINTS AND INTERSECTIONS I.-- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE5,Y4 CAULKING • JOINT I I ALL AROUND PER SECTION R703.7 Exterior lathing and plastering Exterior use of Portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. X: 1 X- Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER M, I X� STUCCO WRAP HOODED VENT "xr J' THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHNG LAYER M, STUCCO WRAP LAYER n, FORTIFIBER BUILDING PAPER - WOOD CONSTUCTICN METAL LATH - a' CMl'`' VINYL CASQYa BEAD W RAISED BAND 36, TON MID -obi �cero areem 6' WIDE STRIP SELF ADHESIVE FLAGWNG, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP LUALL 22 SHEATHING SELF-ADHESIVE FLASHING — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM G-84-7-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH Fi' SELF ADHESIVE OVER TOP 4 SIDES FLASHING: UNIT PREMANUF. PRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGHLL `f�—\ / WA I 6' SELF ADHESIVE — FLASHING (INSTALL PER M,ANIF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A- VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING: ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD 5WEATHING UJRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ya' MID -WALL WEEP SCREED �Co' SELF-ADHESIVE FLASHING: WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO WR< WOOD SHEA HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER M, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METALLXLAT14 WOOD �..��FM1.}UR8H 0 WOOD CONSTRUCTION FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX s' a-1u 31 roK'rnD-WALL - WEEP SCREED _ a ij 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER •I, STUCCO WRAP 'W SELF-OUADTHERINTOING 1 MEMBRANE FLASHING APPLY SELF-ADI-IERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP #1 STEP #2 WRB LAYER 01, STUCCO WRAP 9 APPLY 60 MIN GRADE 'D' FELT ® SELF -ADHERING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER v2, FORTIP15ER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP Ora l 9) ELECTRICAL RECEPTACLE A R C H I T E C T• 6 Gr2b iY. LONGWOOD, FL 32750 �•V PH: 407-7746078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 9SJHDIV. de l SILVERAD LOT #10 BLK 10 PROJECT* 03719.001-10101 MODEL& 3278—JORDYN II GARAGE Ell LEFT PAGE: WALL ASSEMB Y TAI LIt APH XP. 2 Ill 'I DATE: 06/25/21 SCALE: AS NOTED 8 A HITT dV A 2 WOOD SHEATHING WRB LAYER -1 STUCCO WRAP WOOD 005 LAYER R2, FOFZr FIBER CONSTRUCTION BUILDING. PAPER j♦' HAT CHANNEL }' THICK, 3 COAT CEMENT J 9i' TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF VEEP SCREED - TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING �`� 4' POSITIVE DRAM WRB LAYER'(, STUCCO WRAP i' THICK 3 COAT CEMENT r r PLASTER _ ` 6. AMbb-LLFWC-'1w Cl r 6' SELFING , I FLASHEDD WRAPP-AWRAPPN r I • TOP OF VEEP SCREED TO SHEATHING BELOW ' - WRB LAYER 11, I STUCCO WRAP I WRB LAYER n, FoRTFIBER BUILDING PAPER r b'SELF-ADHEREING WRB LAYER'1, FLASHING WRAPPED STUCCO WRAP AMICO AM66-WFWC-j CUSTOM CASING BEAD - I •CORNER OF CANTILEVER I Jz 4' POSITIVE DRAM VEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL.0 CANT. 11 v n SCALE: 1 1/2'.I'-V' NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM G-841-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEC IFIGATIONS) I _ WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER h 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 VINYL CASING BEAD—:� ;' THICK 3 COAT CEMENT PLASTER 5/1' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 1 PAINTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT i' (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAM VINYL CASING BEAD WEEP SCREED NO GAP IN FIELD (SHICWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITCN WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 VINYL GASRNG BEAD J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH WREXTURED 1 PAINTED F WOOD SHEATHING FINISH � � 3 COAT CEMENT i. I-EADER/BEAM VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VINYL CASING BEAD W_PFIT :2CBE NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @D-HIP EDGE INSTALLATION 1' TH PLA MET, woo 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE FEEL 1 STICK) SET IN FULL BED OF 6' PEEL 1 SEALANT. V MIK STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y; GAP FOR BACKER �)P.T. OR SIMULATED ROD ,SEALANT WOOD (TREX) FILLER WOO CONTINUOUS VMTL CASING BEAD WATER PROOFING bt I WEATHER RESISTIVE LAYER (2 LAYER PEEL 1 BARRIER 9 STICK) WRAPPED FROM - HEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER �•�•A'�-•�• 6' PEEL 1 STICK • DECK t'$MBRANE, DRIP EDGE TO DECK EMEND OVER DRIP am FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE = SET IN RILL BED OF I YYXI 'Y; P.T. OR SWMJLA SEALANT.N MIN WOOD (TREX) FILLER SPACE FROM DRIP CZNT�S FACE TO TREX Y; GAP FOR DACKE 7 VINYL caBIMG BEAD ROD 1 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 1 FEEL 1 STICK) STICK) WRAPPED FROM 3/4 RE6ILIENT SALC40NY DECK TO µAT CHANNEL I CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8, TYPE 'A, DRYWALL WOOD BµFATHIR WREXTURED / PANTED WEATHER RESISTIVE FINISH BARRIER � WEATHER RESISTIVE I' THICK, 3 COAT CEt'ENT BARRIER 4 PLA6TER VINYL C+4�R rjE� 4' F'OSRIVE DRAIN WEEP SCREED vMYL C.ASMG BEAD NIO GAP M HELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER -1 �V WEATHER HER RESISTIVE BARRIER 12 6' SAR \ FEEL 1 STICK I Y6'x3' 'L' FLASHNG FULLY EMBEDDED IN ROOF CEMENT 19 X 3' 26 GA GALV. METAL DRIP EDGE Y; GAP FOR BACKER SET IN FULL BED OF ROD 1 SEALANT SPAP 4MIN. SPACCEE tii01'1 DRIP I FACE TO TREX VINYL CASING BEAD 1 I WATER PROOF( IInt I-' LAYER (2 LAYER PEEL 1 STICK) .Ivlawa.ar.,r \PEEL 1 STICK SUB B FLOOR � ski I YYXI K' P.T. OR SIMULATED , WOOD (TREX) FILLER CONTINUOUS i; Yi GAP FOR SEALANT OFT. BACKER ROD. MODIFIED S0 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD is 5/0' TYPE 'X' DRYWALL W/TEMURED FINISH{ 1 PAINTED }' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER R2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF. �I Y6'x3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I A, X 3' 26 GA GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Yi' MIN SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 1 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING LEGENIC DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHE51VE FLA514ING VINYL GORIER BecD ./ / (SHOWN FOR CLARIFICATION OF VINYL CASING, BEAD � SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NT5 WOOD SHEATHING 2x FRAMING MEMBER COAT CEMENT PLCKR3 2 Irl' r1]oNFR RFen FASTENED TO SHEATHING • T O.G. MAX STUCCO WRAP — ` LAYER -1, WOOD SHEATMIN5. ii• liMETAL LATH ■:FoRT(Fl5ER BUILDING PAPER z CORNER BEAD (FASTENER . SPACING m l' O.G.) (V N GMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Cap BLOCK WRB LAYER M, STUCCO WRAP WRB LAYER ►2, FORTIFIBER BUILDING PAPER-�, METAL LATH 9' THICK 3 COAT CEMENT PLASTER 6'5ELF—ADHERING FLASHING DRIP CAP WINDOW FLANGE URB LAY BUILDING x—x—x—X SHEATHING WRB LAYER 01, STUCCO WRAP 1 WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED aJ' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A R C H I T E C T S Gr2oIgn LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bd-l9ngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 IIIII�� Anna sysDrv- rk LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL- 3278—JORDYN II GARAGE 81WIIQGi: LEFT PAGE: WALL ASSEMB Y DETAI %,15WWH E 29 I . 06/25/21 BCALM: AS NOTED BFIEET WA3 WOOD SHEATHING WIRE, LAYER "I, STUCCO WRAP WRB LAYER '4, FORTIFIBER BUILDING PAPER —� METAL LATH i• THICK, 3 COAT CEMENT\ PLASTER FLASHING $ '� VINYL ANGLED EXPLODI CASING BEAD VIEW FOR CLARITY) DRIP CAP WINDOW FLANGE WRB LAYER h, — STUCCO WRAP VINYL ANGLED SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C� WINDOW - 15C (FRAME, W/BAND) WOOD SHEA METAL LATH WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER WRB LAYER 01, THICK 3 GOAT CEMENT f STUCCO WRAP PLASTER {. WRB LAYER 02, FORTIF15ER VINYL ANGLED ; BUILDING PAPER CASING AVI !E@N�s_�A� r METAL LATH VINYL CASING BEAD i J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED - 17A BAND (FRAME) SCALE: I I/2' • I'-0' Yi GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM o STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP j' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIF15ER BUILDING PAPER WOOD 514EAT14ING WRB LAYER M, STUCCO WRAP `— CASING 5EAD V SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTR1--\ BEYOND WOOD SHEATWIWEATHER RESISBARRIER 1HEAhER RESISBARRIER -2�b;?CTT Y�AL W7IL WEI FLASHING A BiAIRIER STIRIP \ OR CrALYD METAL FL6' SEASHLF-ADHERING IMG WEATHER RESISTIVE BARRIER 1 WEATHER RESISTVE BARRIER 7 6• SELF -ADHERING R.ASHMG GALV'D METAL 'Z• FLASWING lili3w � rEAr�e�t-DRY ' � Opt CAGING QEA2 / YIYSOXD TRMMMEMBEER I GAP 0C AU KING OR APPROVED SEALANT CASING SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRICTION BEYOND 66''�1AD1ERING WOOD SWEATWIN3 WEATWER RESISTIVE BARRIER 1 HEATHER RESISTIVE \ BARRIER 1 TO LAP RESISTIVE / / / \ 6' MIN. ABOVE TOP 'Z BARRIER / I \ OF -LASWMG 94' X LAP SIDING X / a 1 WEATHER RESISTIVE 6' SELF -ADHERING DARWER 1 FLASHING - \ HEATHER RESISTIVE BA MER 4 STARTER STRIPS \ GA•LV'D METAL •Z' FLASWMG 1 ' XTRIM ALLATIED MEMBER Ed BEAD Od81Nfi - VINYL (IIVif' RAXIBLE PVC BACKER ROD) \ / 6' SELF -ADHERING PLAOWNG THICK 3 COS WEATHER RESISTIVE \ BARRIER 1 WEATIER RESIBTIVE— BARRIER 4 OR WEATHER RESISTIVE BARRIER -1 TO LAP •• MIN. ABOVE TOP OF 'Z' PLASHING IMEh1RSELF-ADHERING :4-4.=1*TR'6MLATED FLAauNG WEATHER RESISTIVE BARRIER 1 (WA6' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \—ATV$RRESIs-E ® FRAME TO FRAME BARIRIER -2 � � TRANSITION 1✓ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/Iro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH 'a. WINDOW FRAME � ' , • • , , •--..._...--.--...--.-.--.-.--• WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) 2 WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER lo' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ,V4' GAP TYP CASING BEAD SEALANTS / TO WINDOW WINDOW FRAME WINDOW FLANGE J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER "2, FORTIP15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMINGILA (W/3/e' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE a BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING A R C H I T E C T S 6 GrouOL� LONGVVOOD, FL 32750 �• PH: 407-774-6078 FAX: 407-774-4078 w .abda igngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 00 EiL7HDIV. & IAT: 141 SILVERADO LOT #10 BLK #10 PROJffiOT# 03719.001-10101 MODEL& 3278—JORDYN II GARAGE STrMG: LEFT PAGE: WALL ASSEMBLY DETAIIAA V.150/WH E 29 06/25/21 s AS NOTED SHEET WA4 A R C H I T E C T S AVA. Au c alm Hou E LO BE TAKENNKEEP NGTHE NAILINPERLY A 6 ^ I t0 AL NG 1-1 VENT PIPE S EACH CO F UTILIZEDOOR NA L N RACE SHOIMJ N A GALVANIZED US NG 1 t/C NAILS AT EACH CORNER. ROOF N CEMENT SHOULD DE APPLIED TO ALL SHINGLE EDGES NEAR THE GO ATgX OUTER EDGE AND AROUND THE RE PER METER AS CUT CUT OUT THE GOOSENECK —HER VENT OPENING N THE ROOF RECOMMENDED IN SEVERE R COASTAL SHEATH NG. SIZE THE OPENING IN ACCORDANCE NATH THE CONSTRUCT ON ZONES. CHART SHOVINHE N THE EVENT A N ACCO CAL VENT FAN S USED SIZE THE VENT OPENING N ACCORDANCE WITH VENT FAN MANUFACTURE S RRNG CONNECTION INSTRUCT DO NOT CUT T ITRUSSES OR RAFTERS WHEN CUTT NG THE OPENING IN THEHE RROOF. PmaG REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING SLIDE THE TOP SANDHINGLE SIDE FLANGES OF THE VENT UP AND UNO I- THINGLES. THE OM VENT FUNGES TO LAV ON E o� THE TOP OF THE SHINGLES. IF -11— ROOF HOOD VENT DETAIL SCALE, NTS caw AT 4S' APPROVED HOUSIS~ OVER SHNATMNG OVER LLD STD ULALL AT EXTEND PLASNIY MN 1' Balm SILL MEX11" R.ASWM I" NOT SEAL 'I PIN TEMPORARILY — FOLD -UP N SEOIME mouse~(OG TUCK FLAP WIDER) al HEAD FOLD AT JAI ( GILL. GLOPE SILL RO. TO EXTERIOR \ STEP 1 A STEP 2 STEP 6 VALLEY CENTERLINE 36" WIDE VALLEY FLASHING —OR HEAVIER FELT 6"OF CEMERL NEHIN ASPHALT SATURATED FELT SHINGLE CO— LAID OVER UPPER PORTION OF FLANGE XTRA FASTNERS IN PIPE II UNDERLAVMEM END OF SHINGLE AATENO END SHINGLE NEOPRENE BOOT NEOPRENE BOOT ASPHALT I LEASTI2"BEYOND ROOFING VALLEV CENTERLINE CEMENT "CLIPPED OFF CORNER AT DEGREES ASPHALT PLASTIC CEMENT MOLDED AROUND SASE OF PIPE AND OVER FLANGE AL KJI PLASIIPG v M. EDGE OF SILL MO. PEOiANIGALLY PASTON FANNED EDGES fCAP NAILS, STARES) INSTALL DIFOU KJDdRAP AS TH H.AGNNG AT THE PLUMBING VENT DETAILS SCALE. MS III ADHESIVE - IXIELE PLANING VE! DRIP fX ECTO-~ III WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 9 BASHING OVER JOINT —SHINGLES TRIMMED 7-BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE. NTS APTLY Obf MU (O EOIAL)SEALANT 1 WPDOU ICINU JOINT "0 APPLIED PLANING (LANCO WIRE -SEAL III OR EOUALA SLOPE SILL TO EX I. IT IS THE CONTACTORS IESPONSIGILTT TO VEFI THE OO'1PATII ITV OF ALL PRODUCTS WAADNG HOUSEYRAP, SEALANTS 4 SELIE-ADHERM FLASHING MATERIALS USED RING DWGONGTIIcrION 2. INSTALL ALL MATERIALS III MANUFACTURERS WITTEN SPEOFICAflONB WANT I. SEALANTS MAY REACT ADVERSELY F NOT COMPATISLE NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 11S9 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTFW61ON BELOW THE WINDOW OPENNG SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT USED PURSX COWTRICfIO. 2. FLANI AT EXTERIOR MADMIS AND DOLOR OFW04 A SMALL BE INSTALLED N ACCORDANCE WITH MANFACTIERe INSTALLATION INSTRUCTIONS AND APPROVED METMOD U OF PCC R103A U N ACCORDANCE WITH FESSTRATON MAMFAGTIER'S INSTALLATION AND FLAGNNG INSTF IQNN ccrFarbLE. SEALANTS MAY REACT ADVERSELY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, MS „Desjgn PH: 407-774-6078 FAX: 407-774-4078 w .Gbdmigngmup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 Ilk FAX: 813-886-2802 SUHDIV. & I.OT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MCIDER 3278-JORDYN II GARAGE S'VIING: LEFT PAGE: WALL ASSEMBLY DETA �JCVPH tXA M.R.I • `� 1 !I� till ISI 06/25/21 SCALE: AS NOTED SEMET WA5 i ---- ------------------------ — -_-- --- , ------- r------';" 2x6 SUB -BAND W/1'x4' NOTCH a r---------------- -- ------------- - END, WRAPPED IN ; METAL FASCIA WRAII PEEL E STICK / I N -DRIP EDGE E-------------------------------------- ---' v 7/8' TEXTURED I __ II I/8' ! FINISH a WOOD i �� 2X. sues ®AND 1/2' TEXTURED FINISH a CMU % ��Tk F METAL FASCIA \� WRAP Ye' FROM ©PLAN 8 ` ! I STUCCO, I' FROM -------------------- WOOD WALL \\ ;!EXTERIOR WALL �o (FRAME OR CMU) c NOTE: NOTCH FOR 2X6 \� ROOF KICK OUT REMOVED SUB BAND ONLY FOR CLARITY ROOF DEGK(BEYOND) ,— oo \\` \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ©PLAN A �1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED 'FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) s SUB BAND DETAIL Ca? WALL SUB BAND DETAIL C9) WALL W/KICK— OUT !ME OR GMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1,14'x4' NOTCH a 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 a END, WRAPPED IN PEEL t STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY I R C H IT E C T S 6 Design Grou iw�l n. nurvww nu�.�wn n�vu. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 w .abd-ipgr..P.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 stmDIV. & LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL.• 3278—JORDYN II GARAGE S IIN6: LEFT PAGE: WALL ASSEMBLY DETAILS 15 PH 29 SCAIMI AS NOTED SIMET dd A6 19'-8" 14'-0" 15'-4" 3•-6" 6Y. T-6" - 3'-2" 7'-4"„ 12'-8" 5'.5" 4'-6" 5'-5. /-F2-24X24 - - - - -- FM -12X18 I 1.1 -- Hill I_--------- FM-128 1 x1 EXTEND END OF PVC 4" CONC. I I I tO m I = CHASE UP 12" ABOVE 0_6�� SLAB f° TOP OF SLAB - _ COND. CONC. PAD I Q W ILL LL I rA EXTEND N SLAB 1/2' II 1 '-4"3'2" ,�, 13 2'-2 12-4" 3--0"� 1.1 LII ii-3646 F1-36x36 r- I I I -F--------I- - - `� I I I I ----- �NT7 -- -- __ ---L _U L---1' 2' 8• 1., I I 2X4 WALL W/ SYP. I # 2 S UDS 12" 18'-0" 1 s'-0" #4 X T-0" 16'-0" W/ 10" HOOK 30" O.C. 25'_6" oz I I I I w I I BORA CARE TERMITE PROTECTION TREATMENT MAY m l 9 I O � BE USED IN LIEU OF SOIL i" PVC CHASE I FOR ELEC. I I Q rv1 LL `v I of 14" I TREATMENT. LL A C CHASE o'-o CONDUIT I TOP OFF I sus 1 o LJ m I I I m ry N 2X4 WOOD 9 WALL W/ SYP. # 2 STUDS 1'1 I ``.� 12" O. 11 ILL X I N ` CW-12X12 12x1J r---� ---� ---� -- - -� r- ------ �---------J L- J 1.1 vl I CW-12X12 I I l0 8 I 0 m I 14'_9" I I rn 8'-3�. 1.1 T-10• 4•-0" 8'-8" 6�• T." I 2'- I 9 I CVJC-12X12 ----� = I I I ry I 2X4 WOOD WALL W/SYP.#2 II 1.1 ---FM--16X1-8 • rII - 3 o SUDS O.C. w�IlII 5 @12"O.0 PLACE _ 1.1 . 2-81 0'0" SUDSED UNDER EXTEND F-30 30 EA.TRUSS TO0- ( SLAB �I SLAB 1 112" 8 I � t1NI I � I NI I I 11'-4" 3'-0" 5'-0" I I (1> sOUBAR TED CELL BENEATH 10'4" U I JGR' WIDOWSILL I I EXTEND I J--_ SLA811/2"-FM_i6X18 -----� o I a I % 11 - I ti 1" 3'-5" 4'-8" 8'-4" 3'-4" I Ili. F-30X30 m l "' ro 4" CONC. I ti SLAB 2 I FM-12X18 11 I I - 3 FMC-16X18 ' I 1.1 2 m F3-24X24 _ - . FM-16X18 1.1 _ 11 10 O K I 1.1 I FMC-12X18 7 FMC-12X78 Lj m 4 4 FM-12x18 FOUNDATION PLAN SCALE: 1/4"=1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES 95 BAR, CIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TO SHORT LONG FM-12x18 12•' CONTINUOUS 181• - (2)#5's FM-16x18 16" CONTINUOUS 181• - (2)#5's (+)a' -a• FMC-1208 12" CONTINUOUS 181• - (2)#5's #51N CURB VARIES FMC-16x18 161, CONTINUOUS 18" - (2)#5's #51N CURB VARIES CW-12x12 12" CONTINUOUS 12" - (2)#5's (+)a' -a' CWC-1202 12" CONTINUOUS 12• - (2)#5's #51N CURB VARIES TE-2 12" SEE PLAN 8" - (2) #5's (+)0"-0" Fi-24x24 24" 24•' 17• (2)#5's (2)#5's (+)0'-0' F2-24X24 24" 24" 12" (2)#5's (2)#5's (-)1'-VBELOWGRADE F3-24X24 24" 24" 12' ) (-)T-CBELOWGRAOE Fi-36x36 36' 36" 12" (3) s (j 's (-)Or-PBELOWGRADE F1-30X30 3T 30" 12" (3)#5's (3)#5's _ - 4r BELOWGRADE FJ0X30 30" 30" 12" (3)#5's (3)#5's - -VBELOWGRADE CMC-12X12 12" CONTINUOUS 12" - (2)#5's #51N CURB VARIES FM-20X18 20" CONTINUOUS 18" - (2)#5's A 11 C R 17 E C T E 6 Grouo� 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebd-Igngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 anunm Hool - Szmmv. de IAT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL 3278-JORDYN II GARAGE SVWG: LEFT PAGE: FOUNDATION PLAN QX MPH W. fcj 29 SCALE: AS NOTED SHEET S1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED �� �° CELL SEE PLAN FOR SIZE AND Q R CELL SEE PLAN FOR SIZE AND I.. • Q a. } SPACING REQUIREMENTS 0 } SPACING REQUIREMENTS a, t l K a W � W N m U W 1 I v��j U m � a 4 • ° r" FM v a w 1 V) Z 8" CMU WALL O 8" CMU WALL , CORNER BARS, SAME SIZE AS LARGER BAR I O m . z_ ° •I IN FOUNDATION WITH 30" LEG EACH +-0'-0" +-0'-0"$ I TOP OF SLAB WAYATALLCHANGES IN DIRECTIONS I .. SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB q ° ~�~~ MATCH AMOUNT OF CONTINUOUS BARS °I ° ° - -VARIES •I° f SEE SLAB SCHEDULE° BAR SIZE 48 BAR CIA. RIHS EXT. POSOLAT B 4 CHAMFER (1STORY) ; SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB I -ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 18" ISOLATION 6" CHAMFER (2-STORY) e 4' CHAMFER (1 -STORY) ' JOINT12 JOINT (WHERE • • #4 24" W/ 12., ISOLATION °'" 6" CHAMFER (2-STORY) ( ) APPLICABLE Z SEE SCHEDULE #5 30" JOINT (WHERE •' • EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36 APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST - AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (w 2 TO 3, PROVIDE 2 BARS), UNO #7 42" ^ EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE:3/4'=V-6' , scALE:3/a"=r-0' CORNER BARS DETAIL @ GARAGE 3 GARAGE DOOR SCALE 3/4"=1'-0" RECESS J A W 8" W LAP TOP PLATE A MIN_ OF 48" = y y AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN �k CURB FOR W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP N MASONRY 7; AT ITS SET �" 0 a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ j m NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'W" WEDGE ANCHOR W/2" O d SECURED W/ 2- PART To BEPT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH d ( EPDXY. MIN. EMBED EPDXY 5-12" EMBED. MIN. @ 16" OC J Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. Q Cl FOLLOW ALL MANE. BTM AND TOP PLATE =K SPECIFICATIONS FOR Q ANCHORS W/ 10d x 1 12" RECESS AROUND GARAGE -IN312"DIAMETER CONC. FILLED STEEL PIPE METAL PLATE = m USE AND I H m PREPARATION OF O o 4 HOLE. w� COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W 3" of SEE SLAB SCHEDULE Q %� DOOR OPENING A BASE W/ 12'k6" o O} + p'-p" 1/,,--611 ANCHOR BOLTS M Q- TOP OF SLAB .. . IT " 4" CHAMFER (i STORY) ° - LAP TOP PLATE A MIN. OF 48" 6" CHAMFER (25TORY) . - ° AND NAIL W/ 16tl COMMON Y HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY • ° ; # LLAN LAP TO OCCUR OVER STUD OF WAL W/P i ° EQ. EQ. EE SCHEDULE 2x4 OR 2.6 WOOD BEARING PROVIDE BLOCKING FOR WxD, BAR SIZE WALL W/ SYP No 2 STUDS SEE AND BAR QUANTITY PLANS FOR SPACING. SINGLE ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO BOLLARD MONOLITHIC FOUNDATION SLAB "O/ MASONRY 7 SCALE 3/4"=1'-0" 5 G 6 SCALE: 3/4"=1'-0" (W/ UPLIFT) ADIDITIONAL METAGERED. SCALE: 3/4"=1'-0" CONNECTORS NOT REQUIRED WHEN NO y UPLIFT IS PRESENT. W SLAB SCHEDULE a [SEE - 0'-0" TOP OF SLAB LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z 4 WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE EQ. EQ. EE SCHEDULE BTM. PLATE TO BE PT. SECURE BT. PLATE TO } FOR WxD, BAR SIZE PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL AND BAR QUANTITY 16" O/C STAGGERED. Q W m Q INTERIOR CURB FOUNDATION WOOD WALL CONNECTORS NOT CONNECTORS NOT � d $ (NO UPLIFT) REQUIRED WHEN NO V) 8" CMU WALL O POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. 8" CMU FILLED CELL(TYP.) 2X WALL FRAMING TOP OF SLAB I° - SEE SLAB SCHEDULE 1/2 DIA SIMPSON STB2 BOLTS 5" +- p•-0" SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOP OF SLAB Z Z e GROUTED CELL, 4" FROM ENDS AND g "ISOLATED" COLUMN PAD 16 O.C. VERTICALLY MAX ° ° CENTERED UNDER WALL AND ° • ! POURED MONOLITHICALLY WITH ------ FOUNDATION AND SLAB SEE SCHEDULE - - SEE SCHEDULE FOR WxD, BAR SIZE -� / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY 8"x8" MASONRY COLUMN W/ INTERIOR FRAME BRIG WALL TO (2)#5'S ARE DESIGNED TO COMBINED EXTERIOR MONO- PLACED IN CONTACT WI INTERIOR FOUNDATION WOOD WALL BLOCK WALL CONNECTION THE INSIDE OF THE INTERIOR 9 _ SCALE: 3/4'-1'-0" NO UPLIFT ( UPLIFT) FOOTING AND COL. PAD 0 SCALE: 3/4"=1'-0" B EXTERIOR FACES OF THE BLOCK AS SHOWN W/05 ❑ © DOWEL IN FOUNDATION. SCALE: 3/4"=1'-0' DOUBLE FILLED CELL A N C H 1 T E C T S 6 Design Grou LLD. t41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407 774-6078 FAX: 407-774-4078 Www.abd- gngmpxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX 813-886-2802 �!9nNl� sUHDIV. ae I.Or. SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL& 3278—JORDYN II GARAGE SMING: LEFT PAGE: DETAILS 0 H STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS MIN. 10" TREAD W/+t" NOSE PAVERS #4 REBAR (TYP.) o i 8" CMU WALL S w y, TOPOFSLABY ,� TOP �N K SEE SLAB SCHEDULE Z 1/2" RADIUS OR CHAMFER O Q 14 a • e _.�° W eda r Q < ` ..• ny wQ N SEE SCHEDULE w FOR WxD, BAR SIZE w w Z a AND BAR QUANTITY A a O 4 • •..<°a ir • m O EQ. EQ. SEE SCHEDULE � FOR WxD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL r,--�INTERIOR CURB FOUNDATION CMU WALL AT ALL PAVER AREAS SCALE: 12"=1'-0" SCALE12"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING STEEL REINFORCING IN GROUTED WALL W/ SYP No 2 STUDS SEE CELL SEE PLAN FOR SIZE AND PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE PLATE TO SLAB W/ 41rEPDXY SPACING REQUIREMENTS WEDGE ANCHOR PROVIDE DSL. TOP PLATE ED WASH STRENGTH WASHER SET IN HIGH STRENGTH Q 8" CMU WALL 5-12" EMBED. MIN. @ 16' mW O SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE m N SEE SLAB SCHEDULE ANCHORS W/ IOd COMMON NAILS FILL ALL O HOLES, DO NOT USE 10d x 3" SEE SLAB SCHEDULE TOP OF SLAB °• SLAB s <.< EE SCHEDULE -° • s FOR WxD, BAR SIZE " AND BAR QUANTITY ' SEE SCHEDULE OR WxD, BAR SIZE F5 AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL INTERIOR FOUNDATION WOOD WALLFOUNDATION WOOD WALL � 5 SCALE: 3/4"=1'-0" (W� UPLIFT) A R C H I T E C T S 6 Grou inn L. l41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 SSTHDIV. & MI SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL• 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH ft. Cj 8'-0" FIRST FLOOR DOWEL PLAN SCALE: 114"=1'-0" 15'-0" A R C H IT E C T S 6 Grous1n 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwW.abde igngmup,com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813.886-2802 1111111111 01111111111 9tmDIV & I.OT: SILVERADO LOT #10 BLK #10 PIt.OJECT# 03719.001-10101 MODEIc 3278-JORDYN II GARAGE SIFMG: LEFT PAGE: FIRST FLOOR DOWEL P A 1 H .0 D OB/25/21 SCALE: AS NOTED SHEET S1.2 10 TIE VERTICAL REBAR To HORIZATIONAL REBAR W/ 10 HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. Z - - - 4 ' TO HORIZONTAL REBAR W/ 10" HOOK - GROUTEDBONDBEAM VARIES PER ELEV. Z n_ a o c #5 BARS m m . I--' 10"HOOK - ° a a^f 3 oz n —Ta a CLEAN OUT REQUIRED 0 m FOR INSPECTION • • m M Qm a .I K Il11 1 -0 < 0`0 FIN. FUR. O I M o Lam* _ A <' TIE ERTICAL REBAR e TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. > #4 24" #5 3" #6 36" HORIZONTAUV#7 42" ERTICAL ARE NOMINAL SIZESNS O � MASONRY SYMBOLS 3 SCALE 3/4"=1'-0" #3 18" OFFSET METHOD CONTINUOUS BAR SIZE 48 B8" METHOD #4 24' HORIZONTAL/VERTICAL #s 30 REINFORCING %,� L REINFORCING ar' SCALE:3/4"=1'-0" 0 A R C H IT ECTS1 Design Group-. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 w abdwlgngroup.com AA #: 0003325 1 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 INYN� sUBDIV. do LOT74 SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL• 3278—JORDYN II GARAGE SIWWG: LEFT PAGE: DETAILS 1 H C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. 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. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE DESCRIP6TION REMARK O (2) 2X6 20 (2) 2X8 3O (2) 2X10 S' CM WALL RIEF. PER FLAN CRICKET LINE B' X 16' LINTEL OMITTED FOR CLARITY UL (3) OS BAR POUBLE 2XI2 P.T. LEDGER W/ 3/4' PIA J BOLT SEE SCFEPULE, PRE-ENG. ROOF TRUSSES • 24' TAGGERED FROM O'C OPPOSITE SIDE MIN.r TYPE FLOORING 'X' GYP BORAD OM 2Xk7 P.T. SYSTEM LEDGER W/ (SEE FIRST GARAGE SEE3/4'PIA J-BOLT FLOOR FRAMING. PLAN) SEE SCNEDROM �'�) STAGGERED FROM OPPOSITE SIDE LINTEL SECTION A SCALE: 1/2' . 1'-0' SEE TRJSS PLANS FOR EXACT SITES O BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.O.B.=TOP OF BEAM/ B.O.L= BOTTOM OF LINTEL /T.O.A.=TOP OF ARCH I T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, FE 5. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Fft sl) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1)#5 (1);S N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID UNO, PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. T-4", UN BB1 @ 9'-4" 2 SIDES a a 4 i 8F76-1T/1M/OB F18-1T/OM/OB 9 �4 2 # a ( 4 6 1 9 o A. m dd a 1 O t CH5O I 4" d Lek BRG. 9'-4"� BRG. 9'-4" 4 BRG. 10'-8" .t BRG. 10'-B" d a 18-1T/1M/1B I a 8F32-iT/1M/0B BOT OF LINTEL @ 9'-4" I T-0" MIN. LINTEL LENGTH FOR 11'-8" OPENING TOP OF WOOD WALL, EL. 9'4" DBL STUD UNDER HEADER 8 DBL STUD UNDER HEADER 3 = LBW T OF WOOD ,1 WALL, EL. 9'-4" L UNDERDBFLOORSTUD SYSTEM t El 10 3 El G 1t at at I a t i t i a t a I ' � I % 6 1 "'ICKET a a t tt 3 NO, PROVIDE BB2 a WHERE ROOF TRUSSES a BEAR, TOP OF WALL, t a El EL. 9'-4", LINO � a � a ! t a I BOTTOM OF LIBEL @ 4 A 1 t•OC a o > a SF36-1T/OM/1B a br � � «��w ��� �.. .......��.�"� DBL STUD UNDERFLOOR SYSTEM TOP OF WOOD WALL, EL. 9'4 1T/1M/OB m 1 Ea of Pa LL. a ma 8F8-lT/OM/OB LIFT BEAM PLAN SCALE: 1/4"=V-0" UNO, PROVIDE BB1 WHERE FLOOR TRUSSES BEAR, TOP OF WALL, EL. 10'-8", UNO 2 @ 9'-4" 2 SIDES I 8F32-1 T/1 M/OB A N C N I T E C T 3 6 Design Grou LLD- J41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 w abdesigngroup.00m AA#: 0003325 M ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 33634886-2628-886-2802 SUBI) V" de LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL: 3278—JORDYN II GA CAGE SWING: LEFT PAGE: FIRST LIFT BEAM PLAN (W T— C PAT ) LfiO H OW C 29 DATE1 06/25/21 SCALE: AS NOTED SEMET S2 05 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK- 30" TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-1 SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOUVER ELEVATION #5 BAR BENT AS SHOWN 70. v� OP EN FACE SHELL SOS AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM L#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. LE REINF. BAR(S), 3ROUTSBENEATH 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. PgS�FS(; .Q� NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WTH (1) #5 BAR CONTINUOUS ROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WTH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. F FILLED W/ GROUT = '(\A U =UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH ,BEAM COURSE N. 16-1 T/1 ICIIC PSS�FSFL NOMINAL�� 9 Qe' HEIGHT # OF 15'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THATXFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM Z.,#5'S, BOTTOM AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MI08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1TMMMS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW it - PRE -CAST 4 -• lj'f' C WINDOW z SILL ni SLOPE TYP. B" BOND SEAM 1#5 TYP. 8"xl6" BOND BEAM — #5 8xl6 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .y. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE Wt IBARB DTH WIAR LENGTH OFLINTEL OF MASONRY GPE"'NCI-2" BEAM DESIGNATION OR _ 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Tnc , TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION SCALE. 1 12'=1'-0" SINGLE #5 CORNER — BAR, 30x30TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND.BEAM STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"-1'-0" PRECAST HEADER(MIN) — 2x4 (MIN 2X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEi45 MIN HEAD SIZE _300 MIN EMBEDMENT 1 1/4") B. FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3/16 TRCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END OSB SHEATHING WALL ARCHWAY FRAMING DETAIL 5 SCALE: 3/4"=1'-0" WOOD SECTION FASTENER SPACING d.=7 MIN, 2}" MAX — 2'}" MIN, 0" MAX (2)b4l s,=1 J' MIN, 2> MAX y = }' MIN, 2 }" MAX c6 =7 MIN, 2}" MAX s. = 24" MIN, B" MAX M2.6 S=1}"MIN, 2}'MAX ea=J' MIN, 2}" MAX d. =7 MIN, 2}' MAX , = 2 j' MIN, 9' MAX (2)2r8 s J"MIN,2 "MAX e =t MIN, 2 J' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS RE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE = SPACING BETWEEN ADJACENT FASTENERS IN A ROW = SPACING BETWEEN ROWS OF FASTENERS . = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. A R C N IT E C T E 6 Design Group-.. $41 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.B bd-igngroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 IlIkk FAX: 813-886-2802 IflflnNll BVHDIV. ac IAT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL 3278—JORDYN II GARAGE 9iIIIdG: LEFT PAGE: DETAILS 150 H FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'D. 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4", 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 / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X6 (3)Q'x5 X') SYP. ABU46Z W/5/8" DIA x WD 1 PT., WOOD POST 5" EXP. BOLT r--------- FIRE DAFT STD P 3/4" SUB FLOOR —� 2X4 NAILER PRE-ENGFOR DRAFT . _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD 4. DRAFT STOP ;�I I PRE-ENG. FLR. JOISTS ''�yI fl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS yes -------- ---------------- 1 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" A N C X I T E C T E Design Gr uloj um 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmlgngoup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: B13-886-2628 FAX 813-886-2802 �INVIn sUDMV ae LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 1[ODEL- 3278-JORDYN II GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMIN LAN %140 WH 29 SCALE: AS NOTED SHEET S3 CALLOWABLE A R C H I T E C T S ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFNVALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFM/ALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 10d TO SHEATHING (12) i6d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" DBE STRAP, 1 EACH SIDE WRAPS UP AND 9 ,. () 10d .1 } NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE TRUSS AND (4)1/4"x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL Design OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WTH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT 2 SIMPSON ( ) G rou I l r (i6) 10d x 3}" NAILS TO GIRDER AND B", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 1441 N. RONALD REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 tOd TO LONGWOOD, FL 32750 ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4" x 2 1/4•' PH: 407-7746078 ACCOMMODATE TRUSS A'1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 1 x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) j" x 5" TITEN HD TO CMU AND (12) SIDS CONT POURED LINTEL FAX: 407-774-4078 SEE ARCHITECTURAL }" x 2 }" TO GIRDER W W W.abde5lgngfoupxom 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B{i) SIMPSON FGTR GIRDER TIEDOWN WITH AA #: 0003325 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2)}" x 5" TITEN HD TO CMU AND (18) SDS a' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING BY: 12" O/C FOR REVIEW C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/(3) 16d A.B. DESIGN GROUP AND APPROVAL GALV. COMMON NAILS. (2)}" x 5"TITEN HD TO CMU AND (18) SIDS }'x 3" DRAFTING INC. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMOCENTER BLVD. GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SUITE 10NT 04 MASONRY BOND BEAM SEE SCHEDULE 12" O/C SOLID, 8" EACH WAY OF BOLTS TAMPA, FLORIDA 33634 SEE SCHEDULE PH: St3.886-2628 A ALLOWABLE UPLIFT = 1.1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. FAX: 813-886-2806-2802 B ALLOWABLE UPLIFT = U:2365 LBS, L: 1430 LBS (2 OR 3 PLY) - 5 B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT-8885 LBS 12 PLY MIN 2" COVER 8 7' APART UPLIFT-U.270 LBS (2 PLY) TYPICAL TRUSS/ A , B , C " In IIV GIRDER CONNECTOR(S) SCALE: 3/4=T-0" - ( .) TYPICAL ROOF 2A 2B 2C SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) REPAIR OF MULTIPLE �� MISPLACED EMBEDDED TRUSS ANCHOR 22SYP IA BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/(3) 12d EA, @ TRUSSES USSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12GAUGE COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING W/ 10dxl2 HDG NAILS 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) @ EACH END. TOTAL OF 10 30'-i"TO 60'-0 (3) W BRACE SECURE 2x8 PT. PLATE PER ELEVATION 6'-0" MAX (W/i X4) (1) W BRACE @ CENTER TO BLK W/ 12" DIA FLOOR. 10--0" MAX (W/2X4) DDEOUALLY ANCHOR BOLT W/ 2". GIRDER FOR FROM CENTER TOIDE WASHER SET IN HIGH Illglllll� 2x WOOD FASCIA, STRENGTH EPDXY 6 SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PER ELEVATION 1.4 I AGONAMAX BTM.CHORDL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE p T PLATE W/ 12d's 8" PRE-ENG FLOOR TRUSS -N PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 12" HIGH U a MAY NOT BE STRENGTH CLG. BOARD d F REQUIRED TRUSS ENGj CONT. 2x4 SECURED W/ t SECURE TRUSS TO TOP PLATE W (2) TO BEE I EACH TRUSS INSTALLED @ 16d TOENAILS BTM. CHORD OF 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF TRUSSES MIN. 7" EMBEDMENT s TO SLAB 8 (1 B) 16d x j�1w 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., SEE SCHEDULE FOR O WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM REG. C PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TOPT. PROVIDE DBL. TOP PLATE Jb m PROVIDE BLOCKING ix4 BTM. CHORD BRACING END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 12" GYP. WL. BD. 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD ° -• . i • °- INTERSECTION TYP. ���BTM. CHORD BRACING /� BLOCK WALL W/ GABLE END U SCALE: 3/4"=1'-0" PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" %�GIRDER/WOOD POST CONNECTIONS . NO UPLIFTFLOOR TRUSS CONNECTION @ L.B.W. NOTE5': SCALE: 3/4"=V-0" A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM EDGE CENTRAL 22MAX. w/ () 0 NOTCH DEPTH 114`D W HOLE EDGE >5/8" HOLE DIAMETER 2/5'D S.L. STUD OUTER 1/3 OF SPAN ONLY sxmDrv. da LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL 3278—JORDYN II GARAGE SlrMG: LEFT PAGE: DETAILS 14CV H E INTO GROUTED CELLS, 8" FROM ALL AROUND BOLT. LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS r AR T: 2. END OF FRONT AND REAR A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS TV F - _Z LEDGER SHOULD LAP A MIN = �_ EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. OF 4'-0". (2) 2Xto m AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND G/ _ EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. 3. ALL BOLTS TO HAVE SYP Pi ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO W ND AND REQUIRE B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. - Z WASHERS = i THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. °J 4. EXP. BOLTS/J-BOLTS m A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" (2) 2X8 SHOULD NOT BE ANY REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MIN. EMBED (361 i6d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. SYP PT CLOSER THAN 6" O/C. LEDGER SUBJECT TO F1 AND F2 FORCES. LEDGER TO TRUSS. U�1310 �' Fititll�Iti�i��l SPACING SPACING OPEN WEB TRUSS S EDGE SPACING SEE SEE G R T CHEDUL SCHEDULE SEE FRAMING PLAN TYP TYP P LEDGER EGA SPLICE (OR ENDOF EDGERBD.) THE USE OF ALTERNATE MATERIALS MAY BE SEE SCHEDULE FOR LSEE w° al zxlo sYP P.T. BE USED SO LONG AS THEY CONFORM TO THE BOLT SIZE .(TY MIN. EMBED. (TYP) SCHEDULE USED WBOARDTO 1. ENSURE THAT EXP. USED WITH O.W.T. BOLTS/) -BOLTS ARE PLACED FOLLOWING BTM. HOLE DIAMETER PLATE < 3/5.0 DBL. STUD „-.,��.���..�.,,.3.,3<-2.�-4�a�v Boa, .,-io,v Lo.�.., I.»,. G,..,PG..�. T,TE,. o....,,J-o.,LT.5 MIN.EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL FLOOR JOIST LEDGER SCHEDULE a MARK SIZE BOLT SIZE NIK END DISTANCE CENRLIL SPACING A I DOUBLE 2x8 1 12" 1 8" 1 16"O/C E DOUBLE2.10 (2)3/4" 8" 27'O/C V I L SCALE' 3/4"=1'-0" DATE+ 06/25/21 STUD NOTCHING �,�ALTERNATE MATERIALS SCALE: AS NOTED % AND BORING LIMITS s�ET � WOOD LEDGER DETAILLEDGER DETAIL SCALE O SCALE' 1 12"=1'-0" I v ' SCALE: 3/4"=1'-0" S3. 3• 1A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) '16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, %� FLOOR BRACING SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 1Od x 1 GIRDER TRUSS 12"HOG NAILS WALL / FLOOR FRAMING, , TRUSS PARALLEL TO WALL DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION O Oi O zaw PER LEVATION N E 2x4 P.T. CEILING NAILER W/ MASONRY NAILS @ 12•• O C. 1X2 FIRE -STOP NI Y #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4" AS SHOWN SIMPSON A23 EA TRUSS ' �/4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X10 LEDGER FRAMING PLAN) SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1Od @ 3" O.C. 1ST PLY INTO LEDGER AND 1Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 #8 WOOD SCREWS x 2" LONG @ 3" O.C.; MI FLOOR DECK 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ 4 16d () NOTE: STRUCTURAL SHEATHING 2.4 CONT. W/ (4) 16d NAILS @ TOP OF FUR TRUSS (TOP 2X4 SUPPORTS BT. #8 WOOD SCREWS x 2" BELOW STAGGERED OFF CENTERLINE OFF 2x6; _ NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) LONG @ 3" O.C.; 3/4" AS SHOWN 2x4 BRACE @ 48" O C. w/ (5) 12d 1'4" MIN. FROM 2ND. FUR. FLOOR DECK STAGGERED MI NAILS @ EA END LINE 2x6 CONT. W/ (8) 16d NAILS AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NI 8d RING SHANK NAILS @ 4" O.C. MAX @ BT. OF FLOOR TRUSS DBL 2X8 LEDGER 8" CMU WALL -' AT 16•' O.C. AND 8•• FROM INTO BLOCKING ALL SHEATHING NAILER) TO CMU W/ 1/7. EXP. BOLT REINF PER PLAN END W/ MIN 5-12" EMBED. 181 NAILS @ 8" O.C. MAX 8" CMU WALL_ —,AT 16" O.C. AND 8" FROM NI PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION iX2 FIRE -STOP REINF PER PLAN END W/ MIN 5-12" EMBED FLOOR DECK. LL Z Oi NAILING PATTERN PER ELEVATION /4 LL 3 p-w �b9F N 1z NAILING PATTERN PER ELEVATION =� PER ELEVATION PER ELEVATION J& C) p OQ 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD � z�w PER ELEVATION m=� 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN PRE-ENGINEERED WOOD FRAMING PLAN) PRE-ENGINEERED WOOD 24 M MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x4 P.T. CEILING FLOOR TRUSSES SEE @12.O.C. REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REG. BOND BEAM RED. SIMPSON HETA-ifi @ EVERY TRUSS (VERIFY NAILER W/ FRAMING PLAN) MASONRY NAILS 1X2FIRE-STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 @ W/TRUSS PLAN) @12. O.0 AT TRUSSES PARALLEL VERIFY W//TRUSS SECTION DETAIL 1X2 FIRESTOP SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR AT TRUSSES PARALLEL 5,/ PRE-ENG FLOOR TRUSSES TO EXTERIOR WALL 6 SCALE: PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4•-0' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE -ENO ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12' HIGH W/ 12" DIA. ANCHOR BOLT WI 2" A- SIMPSON MTS12 STRENGTH CLG. BOARD 04/44 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14) 1Od SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. 8D. o; AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10d 1/2"xg' WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @10'-0"O.C. MAX. x3' EPDXY 5-12" EMBED. MIN. @ 16" I Vd I VU I Vl. OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE -ENO GABLE TRUSS @ CMU WALL ea• TRUSS TO POST CONNECTION U SCALE: 3/4"=1'-0" A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • ' e-SIMPSON HTS-20 U <1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYS'MPS ON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"" A.T.R. TO HDU4 AND (10) 1/4" X 212" SIDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNEGnGN .7d AU SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 518 DIA. x 6" EXP, BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 515 DIA. x 6" EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-12•' NAILS TO POST, A 8CX IT ECTSI 5 Design Grou{TI�. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abd-10'gmulocom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX 813-986-2802 sUBDIV. & I.OT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL• 3278-JORDYN II GARAGE S1IIIdG: LEFT PAGE: DETAILS 15 H E FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HI OA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK iD (2) 2X6 Q (2) 2X8 0 (2) 2X10 BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.O.B.= TOP OF BEAM I B.O.L=BOTTOM OF LINTEL /T.O.A.=TOP OF ARCH /T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C =ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (psi) fc SIZE WxHBTM. REINFORCEMENT STIRRUPS REMARKS TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)p5 (1)N5 N/A GROUTED SOLID 3132 MASONRY 3000 Bz8 (1)#5 N/A GROUTED SOLID 17'-0" 18'-0" T-0" ---------------------------------------------------------------- 8F16-1T/OM/OB II BF16-1T/OM/OB 1 ♦ \—)NO, PROVIDE BB2 (Sx8) 1 ♦, WHERE ROOF TRUSSES ♦ BEAR, TOP OF WALL, EL. ♦ II 19'-4", UNO ♦♦ III � ♦ II ' III♦♦�}--------------•�-------- r♦ j II j ♦♦ ♦ II O I� o :' ;' r , II, • 0 II IIII LWOB ♦`♦ Ell Ell 4* GR5 ,♦ II ' I ♦`♦ i ,II♦ � II i � GR8 l _ _ �SFi6-iT/OM/OB— — BFi -1T/OM/OB — — — — — — — — — jLILIL/tw — — 7 D' ^ GR2 _ ♦� I —8i1/M --------------,�I SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 R C H I T E C T E 6 Design Grou LLG. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Wwwabd"igngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 04 1,4 FAX 813-886-2802 all SVHDIV. de LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL• 3278-JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST—CRETE) 15 PH F^ C 29 SCALE: AS NOTED SIIRET S5 SVHDIV. de LOT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL• 3278-JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST—CRETE) 15 PH F^ C 29 SCALE: AS NOTED SIIRET S5 A R C N I T E C T E FRAMING NOTES: I. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x t 1/2"HDG NAILS. " CONCRETE TO WOOD FLOOR: _ _ _ _ _ _ _ _ _ _ _ _ROOF BELOW SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: F SIMPSON H, DA OR LGT2 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. DIAGONALS FOR BOTTOM 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE CHORDBRACI NG @ 20'-0" O.C. MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MAX (fYP) MANUFACTURER'S SPECIFICATIONS. to 1A 1A to 18 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. T-0" 17'-0" 18'-0" T-0" 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE ¢ CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND l] l] CLEAR SPAN OPENINGS. CJ7 n II II IIII n n II �NI a CJ1 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). II Q II II II II II II 11 7 I ,� H (I I) ° II II II 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE CJ3 = u n n n '1 n II n CJ3 SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMINGSCHEMESHOMWILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS ALAYOUT. SUBMIT FINL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND CJS �A,�IIIILI — III II1I1I IIII — I1II1I IIHII — IIII IIII — II IIII _ I11II1IIIIII pn >t �IIII lI)I — ItlAI II — IIII II CJS APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES EJ7 —_—= Y 11 II II II o O =—_= EJ7 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED 11 II I1 11 11 11 y 11 11 Fw-O ItlI II II II II ,r?Q II I1I1 II II II II v II II lmN� dII II II II =___ EJ7 FASTENER, SWASHERTH 'EJ7 -1. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE ONEACH END I It 11 II II tl 11 tl Y 1 UNLESS OTHERWISE SHOWN DIFFERENT.—IHI--�� III II 11 II LL W EJ7 R2. ATIO OD BEAR NG ANALYSIS. WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON EJ7 = _ _ _ —N-�I — II II 11 n _ O I I ii � l n a II�IJ1!I' _ _ _ n II u n n n II II EJ7 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS IDn V GE y II 11 11 H- NOTEDOTHERWISE. EJ7 N c2 a u n n n n INa JI a y%on n n I •_�® EJ7 EJ7 =___� II _ II II_ A II_ �_ EJ7 Y u n n n n n n n n EJ7 �I I— 1— — TRUSS MANUFACTURER / ENGINEER NOTES: I II OI wI -_- EJ7 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE'TWIT 11 II II n II II II II U' 11 II II I) FABRICATED W/ A 2x6 BTM. CHORD (MIN,) EJ7 II II II II II II II I II II II 2. COORDINATE ANY TRAY/COFFERED CEIUNGS, AND ATTIC ACCESS J EJ7 WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT II 11 yC� 11 II 11 II SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. CJ5 —= II It II 11 11 �IuII�'In Jp�' II II II O 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO—II—II--iI II II u ——N—�--- EJ7 TRUSS CONNECTIONS. I I II II 4. AVOID PLACINGATRUSS PERPENDICULAR TOASTEEL COLUMN. CJ3 = 11 II 11 II II 0 a II II II II u MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 1 ; I II 1I II EJ7 CJ, 11 II , 1f II II I 11 p I 11I. II 11 It EJ7 GR5 EJ5R — =__ — n n n n 11 11 II II II II y'Q EJ7 7-0" EJ5R n n It 11 111A 1A EJ7 A EJ5R II II II II II II II II __ IIIn — It CJS I n n IITI,I IIIIµ EJ5R =—= II w 43,0 n - CJ3 EJ5R o to n n u u n II =__ I ' t II II II II 1f . CJ1 to GR8 El A8 1A v v v T-0" A n GR2 1A I 1�Q 'yio I 1 4 a = CJ3- ROOF_ __LC CJ3 = '1 BELOW N CJ, CJ1 I 0 0 p M y U U IW W V U 9 ROOF BELOW ROOF FRAMING PLAN SCALE: 1 /4" _ ,'-0" Design G LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.abdesigngroup.com ` AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 IIIIINII evenly ae LOT: SILVERADO LOT #10 BLK #10 PROJECTj0 03719.001-10101 MODEL• 3278-JORDYN II GARAGE SWING: LEFT PAGE: ROOF FRAMING 10 NTS OE HA. C 29 DATE+ 06/26/21 SCALE: AS NOTED SHEET s6 G Z 09 Z Q 0 w ® Z w Q Z . ZYZ QU GG N U Z O Z B a U TYP. EXT. SHEATHINGATTACHMEN T x A F ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIAL TENSILE STR. SHANK ASTM 10d RINGSHANK, 21/2" 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 ed RING SHANK, 23/9' 0.113 71667 SCREW SHANK PER INCH) RSRS-01 Ed RING SHANK, PNEUMATIC 23/8" 0,113 F7667 SCREW -NAILS RSRS-01 ROOF SHEATHING EXTERIOR SHEATHING i ti USE 12" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" o ❑ O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4"O.C. TOP8, j 3 BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6" O.C. AT f° INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL � BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD-L DROPPED ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2r: 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O_C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. ' TOP 8 BOTTOM EDGES m a Z W Z (D �O w Y Q U 0 O Op K - 1W RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING . #8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 17' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP, 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS A ROOF WIND DESIGN PRESSURES NET lcnoss, —7.11 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER eae npsrAiEn e•o�c r.. �p� FxRnrvsioullpli arc tare'C,' orC("oN CONTACTTHIS ENGINEER FOR SPACING REQUIREMENTS Irvow.sw +ex­EDGE­ TO GCNC w za acDIST. EDGE NOTES T. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2, FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILT] 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 EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERALNOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWNGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING VATH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR. LIVE LOAD 40 psf 20 GO TOP CHORD -non-concuneM 10 pf BTM CHORD ronconwrrent s DEAD LOAD DEAD LOAD 15 pd TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 Psf w/ No GYPCRETE) 10 sf BTM CHORD 5 sf BTM CHORD P P DEAD LOAD TO RESIST WIND UPLIFT: tOpsf BALCONY LIVE LOAD 60 pe STAIRS LIVE LOAD 40 psf WIND: DEADLOADSP EED=150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2G20) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pe, BALCONIES (EXTERIOR) AND DECKS: 4Op8f, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS. 40psf SHOP DRAWING REVIEW: SHOP DRAW NGS W LL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33=3M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. PROVIDE 6%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31V. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 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. Fb =1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL VADOO 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 FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). Ve00D FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A619615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE Al THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAW NGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' #7 BAR - 42' PROVIDE 36'. 36" CORNER BARS BOND BEAM ONLY LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI, BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED_ LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN S PECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE'M" OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3N' THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID W TH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OMER SHALL RETAIN THE SERVICES OFAN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GE -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL 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 3000 PSI REGULAR WEIGHT FOR BEAMS. COLUMNS. AND 5" STRUCTURAL TERRACE SLAB. CO TOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIM TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 310 AND ASTM ONCS4M OR MEASURING, MIXING, TRANSPORTING, EfC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SKALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST NSTAND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-12- FOR #S AFD SMALLER Y FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1-1/C FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A50G/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. 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 F3125/F3125M 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. REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. MINIMUM NAILING PER FBCR 2020 7th EDITION. SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #Z UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS- BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER HALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF 8, FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 6 Design Grou LD. 41 N. RONALD REAGAN BL' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww W. ebd esi gn9mup.conn AA#: 0003325 L RAFTING BY: ESIGN GROUP AFTING INC. UMONT CENTERBLVD. SUITE 1004 , FLORIDA 33634 813-886-2628 813.886-2802 IYIIII 9UH3DIV. & IAT: SILVERADO LOT #10 BLK #10 PROJECT# 03719.001-10101 MODEL 3278-JORDYN II GARAGE 9V MG: LEFT PAGE: DETAILS 150- C 1 PH XP C © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLESINSTALLED E THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHP e" MAX. DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 8" M/ DETAIL D FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL FIT 10 HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO NEL 30 7OWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ TAPLES INSTALLED 70 TH RU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. L3O 70 STAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--'' ® J-CHANNEL g'P nG-rAii J-I�t-IHIVIVCL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN ' L'--- SPAN 'L=• EAVE WIDTH (ROOF OVERHANG) C1 BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER EMB. WOOD BATTEN �I `J-CHANNEL® v DETAIL B MAx. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING 70 STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, (DJ -CHANNEL - BATTEN ATTCHMENT ®„ FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR EAVE WIDTH (ROOF OVERHANG) ' CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) -WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 :::?�'�e+S•• .375 .375 .4 3.625 3.625 3. 5 0 .03 12 +� eA I DETAIL A V 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C N I T E C T S Group m LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 w .abde lgngroupAom AA S: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAM PA, FLORIDA 33634 PH: 813-886-2628 FAX 813-886-2802 SXMDIV. & LOT: SILVERADO LOT#10 BLK#10 PROJECT# 03719.001-10101 MODEL: JORDYN GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 150 H E)A ICJ 7�0 �av zr Co �lcss_sy-- Ji (I�'r0..a10 11