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qw - 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 LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING, OR EXPLANATION IN ORDER TO BUILD THIS PROJECT,BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFPs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE Q0278-JORDYN 0 FOR: _1 t, rt .�.,. -n(s't �, �•4 Iy.. ~;Y- HILLS DR 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: - PWFd s BUILDING CODE, FZSMZNTW. 77H EDPPION (2020) -AIL LOCAL, AND SPATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -MIN. INTERIOR Fum — CLASS B -BASIC WIND SPEED — VDIt=150 MPH Vasd=116 MPH -EXPOSURE — C -I—STORY RESIDENCE - -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES CALC.'S SQ.FT. CALC.'S 1ST FLOOR LIVING: Ib18 sFT. 2ND FLOOR LIVING 1,660 sFT. TOTAL LIVING 3,218 `a FT. GARAGE 100 Sa FT. ENTRY (ELEV HI 112 Sa FT. COVERED LANAI 140 5GL FT. TOTAL 4.230 Sa FT. ABBREVIATIONS ABV. ABOVE LAV, LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS A . ADJUSTABLE MC. - MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD, BOARD MT. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MIL, METAL CLG. CEILING N T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PI, PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON CT. CERAMIC TILE PH. PHONE D. DRYER PI.T. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAU RADIUS DP, DEEP RA. G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR DR. DOWNSPOUT RM, ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ, EQUAL SIT. SHEET EXH. EXHAUST SLITHO. SHEATHING EXT. EXTERIOR SHWR, SHOWER F.G.TX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLR. FLOOR STD, STANDARD FLUOR. FLUORESCENT SINS SHEAR WALL FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. IEMPEREDGLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL TOC. TOP OF CURB G.F.I. GROUND-FAU LT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP, BD. GYPSUM BOARD U N.O. UNLESS NOTED HB. HOSE BIB OTHERWISE H C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR H7 HEIGHT W/ WITH INS INSULATION WD. WOOD INT. INTERIOR WDW, WINDOW WM W.I. WATER HEATER WROUGHT IRON 1 REVISIONS DESCRIP110N UPDATED PLANS TO INCLUDE I—JORITS ADDED STORE CAP TO ELEVATIONS ADDED COMPONENT AND CLADDING TO SHEET Al UPDATED LED LIGHTS PER D.R. HORTON ADDED SH[PSON CONNECTORS LLO. VSP ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON UPDATED NEW FLOOR PLAN LAYOUT PER D.R. HORTON SENT FLOOR PLANS AND ELEVATIONS TO D.R. HORTON FOR APPROVAL PLANS HAVE BEEN UPDATED W/ CORRECT TRUSS PACKAGE (150—C) 06/25/20 SENT TO ENGINEER FOR APPROVAL 07/10/20 MADE REDLINES CORRECTIONS FROM ENGINEER 107/14/201 CHANGED ROOM NAMES PER D.A. HORTON 02A7/21 UPDATED PLANS PER EIS AT DR HORTON 102A7/211 REPATHED XREFS FOR THE 2020 FBC INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG Ci PG PG PG G P IP STRUCTURAL SHEET # PG S1-FOUNDATION PLAN PG SLIA-DETAILS PG SLIB-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 S3.1A-DETAIS PG S3.1B-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLJ PG S6-SECOND FLOOR ROOF FRAMING PG SN1-DETAIS PG SDI -SOFFIT DETAILS DESCRIPTION A it G N I T E C T S 5 Grou02 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 r —W bdesigrgroup.com AA k: 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 annp has 9VBDIV. a. M—%- SILVERADO LOT #8 BLK #10 PROJECTIP 03719.001-08101 MODEIt 3278-JORDYN II GARAGE SWIINC3: LEFT PAGE: COVER SHEET 150 H EA. C GENERAL NOTES 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95 % MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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 SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-38 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'h -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN V INCH GYPSUM BOARD OR EQUIVALENT. 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 INDS) 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 SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'/:" 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, e' 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-C1063-19a & ASTM-Cl787. 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-C1063 -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 112" 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 GROUP'S 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 SOFFITS 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: 12/10/20 (RM) ARCH IT ECT$1 Design Grouly. . 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwW.abde jgngroupxom 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 Ialllll�� STmmv. de LOT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL: 3278-JORDYN II GARAGE SlrMG: LEFT PAGE: GENERAL NOTE 150 MPH C or DRmT p06/25/21 SCALE: AS NOTED 9IMET GN (2) LAYERS OP 3/4' PLYWOO OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILW. SECURE TREADS TO STRINGER WK3) M 9' SCREW9 . CA STRINGER UNTHREADED SHAKO TO EXTEND BEYOND T141CIO665 CF SM41-OOR SHEATHING 3/4' KICK / P MAX. PLATE / 42' H. 1/2 N051NG 0' / CAL MIN / STAIR DATA: / i w U 15 TREADS / S T O R. IO'. V NOSING z / W 3-21D eYP STRRY.ER / OFF Q U REINFORCED =X4 W/CONTT, LEAD OF / q 7x�7 7REgp OUT TO FIT / M -400 OR SSIMIILLARE K U EA HORIZONTAL RW 13 Q 2X6 HEADER = m / UNDER STAIR / / 2 X 4 RE-INF AQCING CHIDING . EA 2 X 12 STRINGER SECURE UN2d 6'-e' O.C. 2X4 ATTACHED W/10d MA80N¢1' NAILS . 2X4 P.T. SLEEPER INTO SLAB WTHIN e' OF EACH END, 32' OL. MAX c m n WALL NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS 42' H. SECTION WITH A DIAMETER OF I HALFWALL 1/4.1 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 LARI3EST CROSS BE 2-1/4' SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS HANDRAIL • 36OF 1/8'. HANDRAIL SECTION A SCALE: NTS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER CN METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENMGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MMJ IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LE55 THAN 13/8' (35 FAN) THIM OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN V2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARACsE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(D.Stm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TW ED.) 302.1 3/4' T4G SU6 FLOOR GLUED ■ SCIFEIIED PER FASTENER SCHEDUI.E 10-5 3/4' 2ND FIN. FLR 8'-4' BRG. HGT. FLOORING Y SYSTEM (SEE FIRST FLOOR FRAMING PLAN) 2X HEADER OVER DOOR 2-0 DOOR AT STORAGE UNDER STAIRS STAIRS RISERS TO CONFORM TO MU3CR TTH EDITION 2020 MIN. TREAD■10' MAX RISER■'1 3/4' 3A6' MAX VARIATION M RISERS?IEADS ADJACENT TO EACH OTHER ", MAX VARIATION IN ANY RISERrrWAD HANDRAIL CIRCULAR CROSS SECTION DIA, TO CE 1 3/4' «114' OR PROVIDE EQUIVALENT GRASPACILITY WNDERS- MR 6' RIDE • NARROW END MRL IV U2DTW . 12' FROM NAIRRM END 34' MN. HANDRAIL W.T. 0'-0' FIN. FLR STAIR SECTION 1 SCALE: 112' . I'-0' (2) 25-SH I I enxaa 25-SW A R C N I T E C T E 6 Des�n wnuwwu, r� nz (au PH: 407-774-6078 FAX: 407-7744078 w .ebd'lgngroUp.00m AA": 0003325 I DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 12' 3'-2'-0' FAX 813-886-2802 25-SH _I;!•!•!•!•!•!•!•!•!•/. o !•!•!•!•lLol�•!•!•A!•!•!•A!•!•!•!•!•� o:J•AA!1!•!•AA�a �•AA!•!•!•!•!•!.L �•!•!•!•!•!•!•AA!•� o ��L ii 0i o .•4Ow Z • oli���� .. - - - - -. - - - - •i ollo,�ol::• �:d:::ddlol:_ve•,grol::::dt7d:::.L9 �� �. �•: HA p, o o. o� p• p. - (3) 15-SH EGRESS -- ----- F — ------- IENELOW —1 2'-8' 6'-4' 2'-8' '-2 3'-2' 4'-8' 6'-4' Y-4' 413'-0' SECOND FLOOR PLAN SCALE: 1/4' ■ I'-O' InYldll an�m aysmv. ae LOT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEX. 3278—JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 150 PH E I, D =: 06/25/21 SCALE: AS NOTED SHEET A2 AREA OF ATTIC = 2568 SQ. FT. NET FREE VENTILATION AREA REQUI RED = 1/300 REQUIREDVENTILATION AREA = 2568/300 = 8.56 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1232.64 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .SX 1232.64 - 616.32 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 616.32 /115 TOTAL#OF VENTS REQUIRED = 5.3593 TOTAL# OF VENTS PROVIDED - 6 SQ. IN PER SOFFITVENTI LATION AREA = 11.736 LIN EA FOOT = 616.32 /11.736 TOTAL LIN EAL FTOF SOFFIT VENTING REQUIRED = 52.5153 UNEALFTOF 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL NO OVERHANGS NCLUDED) ROOF TRUSSES BOX OUT BEAM W/ 1/8, STUCCO FIN15H 4 PAPER BACK WIRE LATH ON APPROVED HOUSE WRAP OVER 1/I6' OSB SHEATHING 6' WIDE STUCCO — BAND - TYP. 12' Sa CMIJ COLUMN W/ 1/91' 57UCW FINISH 8' WIDE STUCCO BAND - TTP. - ✓�\\i\y�\\i�\\ CONGRET ESL AT \\ \ \\ \\ SEE FOUNDATION J FOR FTG. SIZE A IL SCALE: I'• I V 5' WINDOW .I' IIR' .1' N DETAIL B SCALE: I'• I'-0' HURRICANE STRAP. SEE FRAMING PLAN 9'-4' 5Frs. HT. :o S'-8' T.O.G. 8'X8• PRE -CAST LINTEL 4 0'-0' FIN. FLR 19 -4 q-- RGHT. B. CDETAIL SCALE: I'• I'-0' 5' WIDE RAISED STUCCO BAND •I' PROJECTION (TYP.) I B 10'-8 3/4' 2ND WIT * 9'_4• Bpi I..IT Y r D 5' WIDE RAISED STUCCO J BAND +I PROJECTION (TYPJ "v .1 1/2' - GARAGE DOOR TYP. I' I• DETAIL D SCALE: I'• I'-0' IIV- 44 Bps.TNTH--- TEXTURED FINISH CRICKET 5 TEXTURED FINISH I.I I.I I.I I.I 1 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 FOR I.I I•) I.I I.I I.I I.I I.) I.I I.I I.I I.I I.I I.) In N I I 10'-8 3/4'�, ZND FLR HT.4� V-4 HT. - I'-0' �I 0'-0'h L11-iLiLl REAR ELEVATION-H STONES FOAM VENEER CAP A R C H I T E C T S _ Design FAX: 407-7744078 w .abdesigngroup.00m AA #: 0003325 REAR ELEVATION-H STONES FOAM VENEER CAP A R C H I T E C T S _ Design FAX: 407-7744078 w .abdesigngroup.00m AA #: 0003325 DRAFTING BY: -5' WIDE RAISED STUCCO A.B• DESIGN GROUP BAND .I' PROJECTION DRAFTING INC. (TTP) 5439 BEAUMONT CENTER BLVD, - TEXTURED SUITE 1004 FINISH TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX 818-H86-2802 5' WIDE RAISED STUCCO BAND .I' PROJECTION (TYPJ 12' 60. CMU BLOCK COLUMN ITA.0 • 8'-89 (TYPJ sxmDIV. de LOT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL 3278-JORDYN II GARAGE SWING: LEFT PAGE: FRONT & REAR ELEV. H 150 H E C 29 SCALE: AS NOTED S MET A3 H 12 OFF RIDGE VENT 5 12 , 5 5 I_$BTN.s. HT. TEXTURED TEXTURED ;T FIN15H FINISH 512 4 1t �5 10'-8 -3 4' -- — ----— — — — — — — — — — — — — — — — — — — — — — — ---- ------- — — — — — -----�02ND FLR T. r9' 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — BRG�.THTH TEXTURED TEXTURED io FINISH FINISH ________—_—_—_—_—_—_____—___—_______ VENEER V RIGHT ELEVATION-H (TEXTUIPCEID FINISH) 19'-4'A BRCs. HTHT. 10'-8 3/4'�, _ 5 2ND FL�R HT. 9' BRI.. P-0' h — 0'-0'h FI�� LEFT ELEVATION-H STONE J VENEER A R C R I T E C T S 6 Grgn oup . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ..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 SUBDIV. & m7 SILVERADO LOT #8 BLK #10 PROJECT: 03719.001-08101 MODELS 3278-JORDYN II GARAGE SV7NG: LEFT PAGE LEFT & RIGHT ELEV. 150 H 9CAL.E: AS NOTED Ei MET A4H ELECTRICAL LEGEND SYM. DESCRIPTION -tw STANDARD SWITCH - -WAY SWITCH .p} -WAY SWITCH DIMMER SWITCH H7 PUSH BUTTON ISGONNECT TTHERMOSTAT -e SINGLE RECEPTACLE (125v/20-AMP SINGLE POLE) 10V DUPLEX RECEPTACLE 1OV DUPLEX RECEPTACLE (EQUIPPED WITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET )RED TO SWITCH) EXTERIOR WATERPROOF/GPI RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR rOUNTED 20V RECEPTACLE (4 WIRE ;ONNECTOR) -0 EDICATED RECEPTACLE ALL MOUNTED LIGHT FILING MOUNTED LIGHT -ENDANT LIGHT 00 LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER 5a FT)ULB LIGHT FIXTURE ULB LIGHT FIXTURE ULB LIGHT FIXTURE TRACK LIGHTING3f,, LIGHT WITH PULL CHAIN )==( JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4- FLUORESCENT LIGHT (RECESSED) . x O GE55 LIGHT ® CESS LIGHT (VAPOR PROOP) (LING MOUNTED LIGHT WITH J-BOX R OPT. PAN LECTRICAL PANEL (FIELD VERIFY OCATION) TI ) I-Q -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) G MOUNTED FAN AN (I CFM PER Sa FT) l@C.E=l'LN'.G JACK DETECTOR(WALL MOUNTED) DETECTOR (CEILING MOUNTED) G ) D D£ G OR MOUNTED) IMES ® MOUNTED N JACK ^E PORT • LOCATION O° TV JACKS t PHONE OUTLETS t FANS TO BE VERIFIED HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBGR Ith EDITION /2020) t NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • D154L4514ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY O° 50 CFMI INTERMITTENT PER ELECTRICAL PROVISIONS O° SECTION MI50I3 FBCR Ith EDITION • LAUNDRY RDOP1 RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS or FBCR Ith ED • ALL WORD TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND I5% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FU5.C. ENERGY CONSERVATION (RESIDENTIAL ENEIaaY EFFICIENCI Y) 2m20. IU, EDITION -- El I I COVERED LANAI CASUAL I I�-,� * DINING I PRE -WIRE FOR DINING (L) CLG FAN II FIXTURE /' II I DJ D1 1 O WP OOElI A 1114JIL �\\ ---------� —� LED LIGHTING ` @ SINGLE LAV. BATH 2 BDRM 2 �={ PRE -WIRE FOR CLG FAN OL � �\ GREAT ROOM JUNCTION1 Box UNDER � 1 I COUNTER --- I \I N PRE -WIRE FOR CLG FANP 1 FOR DIU I 5D 1 \ OPT. CAPE "AT14 PI L ------� D�L\2 � --0` LED LIGHTING L---�i� / ,�"--- HITCHEN @ SINGLE LAV. ' — — — — D/ / ; — — — — --- ---; _ — POWDER RM VP ® T\--- POWDER ,, - - t -© V jy'� a l�J L WI PANTRY o El o ElCFI. o --- 44'AFF. CHIMES GFI• / \ GPI• El 44'AFF. / \\ 44'AFF. \\ I ATTIC ACCESS W/ SWITCH t IF —71 j \ I � I / $ I I CFI• \ L--'---� / 44'AF \\ / GARAGE 6GFI CLG. \ / / OUTLET \ aGFI CLG. I 1 OUTLET ULU LL IFI OUTLET FOR \ IRRIGATION % TIMER MYER \ I WN� FLEX ROOM / PRE -WIRE QL FOR / CLG FAN / i i e-GFI P.B. FOR ----_CHIMES " 0 ENTRY -------F77� --------------- / / F'RE-WINE FOR COACH / LIGHT o PRE WIRE ---•----------" PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 114'-1'-0' ELEC. FOR HOOD/ MICRO ABV. 6 Grgn oup- . 41 N. RONALD REAGAN BV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 Www.abde lgngroup.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 swan►. & LOr. SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL • 3278-JORDYN II GAPtA LE SV7NG: PAGE: 1ST FLOOR ELECTRICAL PLAN 150 MPH E 29 01 1,A706/25/21 SCALE: AS NOTED 9IMET EI ELECTRICAL LEGEND SYM. DESCRIPTION efT ANDARD SWITCH�' WAY SWITCH WAY SWITCH ISCONNECT MMER SWITCH BUTTON TTHERMOSTAT INGLE RECEPTACLE (125v/10-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTEMF'rER/TAMPER RESISTANT TYPE) 110v DUPLEX CUTLET (HALF OF OUTLET )RED TO SWITCH) :9�- EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) I0v QUADPLEX RECEPTACLE ® 10v DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE r—ONNECTOR) —0 DEDICATED RECEPTACLE I-Q UALL MOUNTED LIGHT FILING MOUNTED LIGHT 'ENDANT LIGHT LOOD LIGHT ALL SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SR FT.) BULB LIGHT FIXTURE Auoa� BULB LIGHT FIXTURE BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN r={ ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) 'x4' FLUORESCENT LIGHT (SURFACE ourrt) 'x4' FLUORESCENT LIGHT (RECESSED) s x LIGHT (5URFAQ-- O CESS LIGHT • CESS LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WITH J-BOX R OPT. FAN LE07RIOAL PANEL (FIELD VERIFY OCATION) : (FIELD VERIFY I-@ -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) lw G MOUNTED FAN AN (ICFM PER $a FV J JACK DETECTOR (WALL MOUNTED) DETECTOR (CEILING MOUNTED) / RBON X D D C OR G MOUNTED) IhIES ® D NTV JACK arcJM PORT T OF TVJ • TO BE VERIFIED • HOMEOWNER 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. • GFI • 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 Ith EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Ith ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND '15R OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBI. ENERGY GONSERVATICN (RESIDENTIAL ENERGY EFFICIENCY) 2020. Tth ROOF BELOW I I I I I I I I I I I I I I I I I I I W.I.C. _= T DRYER n LAUN. ' Lit VENT BONUS \\ BEDROOM L 01_L ROOM \� ❑ I FORPRE-WI_17 � _ f�1-1 IL " PRE -WIC FOR CLG FAN � � LIAT"IB "I CLGFAN AN \\ ATTIC ACCESS W/ SD/CO -����' / — - - - - - - - - - — 11 SWITCH I LIGHT l I I I ❑ � SD O '-T 3'-0. I r BATH 1 I qp _ LED LIGHTING � I I OIS -- --Q - C� DOUBLE LAV. I--© I / BATH 3 \ ----- Ell. El W.LC. SD/GO I O I I I L __— _ _ BDRM 4 I OD /-t44 PRE -WIRE FOR I / I CLG FAN / I i W.I.C. / ❑ ❑ oIrI I FOR PRI FOR I 0 I CLG FAN I I I - I I BDRM 3 I I I — - - - - - - - - - - — ROOF BELOW--------J LED LIGHTING ® DOUBLE LAV. 0 0 I I I I BATH I I �----_-----ROOF_----------J I BELOW SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4'-I'-0' A R C R I T E C T S Design Grou �D. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abde 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 SLJHDIV. & LOT: SILVERADO LOT #8 BLK #10 PROJffiCT# 03719.001-08101 MODEL• 3278—JORDYN II GARAGE SWING. LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 II MR. 29 scALE: AS NOTED SHEET E2 RVTi I I/2' ��I I I 1 IIrz' TUB.. VTR �.� M5/ L.T.I WASHER ROOF SIWCW/ L--------------------- BELOW__--------_--, /KITCHEN AUTO VENT I I I I NOTE: ALL PVC PLUMBED TRAPS I I I I ARE TO BE 'P' TYPE. S' TYPE ARE PROHIBITED. UT TT-N,fRTNTr RTQ R I I I I ROOF j BELOW FIRST FLOOR SCALE: 1/4' . P-0' SECOND FLOOR SCALE, 1/4' • 1'-0' A N C X I T E C T s 6 Design Group-. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 w .abda igngroup.00m AA #: 0003325 00 DRAFTING BY: —441 A. El. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 Uri 10 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHAL.L. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HA4LL, 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 TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NPPA 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 CUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOWS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 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. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. 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 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECI-1 DEIF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. COUNTER —14011 C C.O. PLUG SECURE STRAP TO CONC. CO DENSER FIN. GRADE W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR PAVING OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB "SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT I9 PASS-THRU AIR GRILL SEE SPEC. 1'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING SCORIATED NICKEL FIN. FLOOR O O EXTERIOR WALL BRONZE FL. PL. OR WALL PLENUM T y AIR RETURN T/ 6UCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES BRASS PLUG y 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 0240-K JOSAM 56000 T REFRIGERANT LINES TO INSIDE SERIES NICKEL BRASS TOP PLATFORM RETURN CONDENSING UNIT CAULK P.V.0 OPT[/SPEC TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBGR 1TH EDITION (2020) INv. SEE MECHANICAL BLDG. CODE TSITE PLAN SECTION 301.2.4 HVAC DRAINS a)FL00RSLAB CLEAN -OUT (TYP O I � CASUAL DINING COVERED LANAI I S I I BDRM 2 KITCHEN I n I � GREAT I ' x ROOM , L I ISxI H u 2 14x11 8 - 4 N — iv — 10x10 I I 12' S/A -- ---- I 18x18 g FROM ABOVE g — — I I I I 4 8x4 I I I I I PANTRY a x x II m FOYER I I FLEX r ROOM 10, S/A - FROM II ABOVE GARAGE II II II II ---O O O I II ENTRY I ENTRY —-------n---------------- FIRST FLOOR MECHANICAL PLAN SCALE: 1/4' • I'-C' A R C N 1 T E C T 3 GDes�n rou LLB LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abda lgngroupxom AA #: 0003325 0 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 SSTHDIV. de LAT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 moDEIA 3278—JORDYN II GARAGE SWING: LEFT PAGE: FIRST FLOOR MECHANICAL LAN 15 H E AJ 29 DATE+ 06/25/21 SCALE: AS NOTED SI�ET M1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. 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 1T44 EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLA65 I AIR DUCT AS PER NFPA 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 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 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. S. ALL EXHAUSTED BATH ROOMS, 814ALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. 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 MFfs. RECOMMENDATIONS AND F15C 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH 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 — SOLID LINE- SUPPLY TRUNK — BROKEN LINE • RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT 19 PASS-THRU AIR GRILL ROOF F----------------------B—ELOW ------- ------ 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' • P-0' A N C H 1 T E C T E Groui1�. 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 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 1,4 FAX: 813-886-2802 SxmDIV. da MT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODElz 3278-JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 150 H . C 2x4 TOP PLATE 7 A R C H I T E C T S PERK eaeme eea.o F'RE-FAB TRUSS W TWCK 3 COAT e' cm am I/1' CLG. BOARD' wra�r eracnwx ,OR PLmreR APP>_Ieo RerFacetxr on�cnr ro � * P.T. W Design NOTE: STUDS IN CELL AG F ro Fa L 0 Flt00= Grou .. PARTITIONS SUPPORTING PRoo Al PWQ r I/1' pRTWALL WALL HUNG PLUMBING eexm MACMR Ri7D 1441 N. RONALD REAGAN BLVD. FIXTURES AND WALL WATWER61Rr CABINETS SHALL BE NOT LONGWOOD, FL 32750 4-6078 LESS THAN 2x4, WHERE r as e�nR aee ure �v.� DOOR MAerd PH:407-74-407 SPACED NOT MORE w �® TPACK�o ro °C�"` d11FJ FAX:407-77 mup.c ��� BT 2X4 WOOD FAGTW rP TO wwwAA #: 000332p.com PLATE TO BLAB STUDS �24' THAN 16' O.G. OR, NOT rwm e�rc AM15 PER AA #: 0003325 W/ IOd MA80NRY OC• LESS THAN 2x6, WHERE Fwacu Al- RGfi reiene eL�rR ux o era° coaR er MNr•. I• Mrl er otKRD DRAFTING BY: NAIL • 32' O.0 SPACED NOT MORE raereso ro °Lm MAX THAN 24' O.C. e�te p01'� A.B. DESIGN GROUP AP 910VAL 1Wa. DRAFTING INC. SLAB 5439 BEAUMONT CENTER BLVD. SUITE 1004 FM FLR TAMP A, FLORIDA 33634 2 GAS LINE THRU BLACK r3 �GARAGE DOOR JAMBS PH: 83-8 FAY. 813-886-280-2802 D1 °C W'-r-O D1 J SCALE: 11/2'.1'-0' 00 �TYP. INT. WALL (NON-BRG. ) D1 SCALE, 3/4'•I'-0' FIBERGLASS SHINGLES FIMR21-ASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) I2d NAILS AS PER FBCR 905.1.1. FIBERGLASS SHINGLES AS PER FBCR 905.1.E EA'' END ROOF THICIGIEASs ASI PER FIE�ERGLA58 SHINGLES WITH UNDERLAYMENT ROOF SHEATHING 2x PE15LR STRUCTURAL DETAILS THICIQJE55 AS PER SHEET D AS PER FBCR 9051.1. SHEET SNI. SECURED PER SECURED PER WITH UNDERLAYMENT ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE AS PER FBCR 90 - -I. THICIQ LESS AS PER ROOF SHEATHING SHEET SNI. THIGQNESS AS PER SECURED PER STIFFBAOK AT ALL UPRIGHTS axmmi SHEET SNI. SECURED =' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR I/1' HIGH 9' 9' SCHEDULE PRE-ENG UID. TRUSS Zx FASCIA PER STRENGTH CLG. 2x FASCIA PER MAx Ax. BOARD REFERENCE ELEVATIONS O ELEVATIONS VAT STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT PRE-ENG TRUSS SEE ENERGY CODE FORTIS -EW77R41.45 WALL SHEATHING CCNT. 2x RAT STRUCTURAL DETAILS SE RED PER INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING REFERENCE STRUCTURAL SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER �+ PER ELEVATION PER ELEVATION $ I.-,. P_ ON SHEET SNI FADER SCHEDULE ` U Zx FASCIA PER 2x FASCIA PER ELEVATIONS O.N. T SNI. ELEVATIONS 5/S' GYPSUM BOARD OR I/2' R-41 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRIM VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP 6CREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-41 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS RENCE Ix2 P.T. FURRING STRUCTURAL STRIPS 24' O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRI NG e' cmDIRECTLY CEMENT PLASTER APPLIED STRIPS 24' O.C. 1/2' THICK, 2 COAT POPMAND TO MASONRY 1/2' THICK 2 COAT 1/2'GYP. WL. BD. CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND CEMENT CMU DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY 0'-0' FIN. FLR ° i. 0'-0' FIN. FLR 0'-0' FIN. FLR' 0'-0' FIN. FLR ° ° ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 IT14 EDITION, SECTION R301.13 1TH EDITION, SECTION R301.13 AND 1609.5.E AND 1609.5.1. W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING SECTION " '� NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD t0 BE USED FOR THE SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL- 3278—JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 H E . C 5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF K-6-'�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF ARC E T: D1 SCALE, 3/4'•1'-0' UNDERLAYMENT IN ACCORDANCE scale= 3/4 •r-0 UNDERLAYMENT IN ACCORDANCE WITHTHE D1 WITH FBGR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III 9 OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. DATE- 06/25/21 Sc,&XX' AS NOTED SHEET D1 FIBERGLASS SHINGLES - FIBEI�sLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. AS PER FBGR 905.I.I. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. ER PRE-ENG WD. TRUS P'ER 24' O.G. MAX. LEVATION 24' O.C. MAX ELEVATION METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION GATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALLS FOR VALUES VENTED lol-I. 5/e' GYPSUM BOARD ELEVATIONS ION. 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD IX2 FIRE -STOP SOFFIT Ix2 FIRE -STOP REFERENCE STRUCTURAL -4.1INSUL. REFERENCE -4.I INSUL. m STRUCTURAL 41 O a W N w O > WINDOW ATTACHMENT w w AS PER Lu MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T t G SUBFLOOR GLUED AND NAILED z 3/4' T t G SUBFLOOR AS PER NAILING I/1' THICK, 2 COAT W' GLUED AND NAILED 1/2'THICK, 2 COAT m SCHEDULE PORTLAND CEMENT w Q e-> AS PER NAILING SCHEDULE PORTLAND CEMENT ZS �F PLASTER APPLIED w PLASTER APPLIED w DIRECTLY TO w DIRECTLY TO w MASONRY m MASONRY w m y IX2 FIRE -STOP LEVATION IX2 FIR= -STOP T� LEVATION SEE STRUCTURAL SEE STRUCTURAL R 7ptLEVATI R LEVATICN 5/B' GYPSUM BOARD 5/6' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG. OR I/2' HIGH STRENGTH BOARD CLG. BOARD ER LEVATION IX2 FIRE -STOP IX2 FIRE -STOP (PACE S3.I5 - DETAILS 3t4) (PAGE 53M - DETAILS 344) R-4.I INSUL. R-4.1 INSUL. 0' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. B' CMU 1/2' GYP. WL. BD. WOOD BASE 112' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP IX2 P.T. FURRING STRIPS • 24' O.C. B' CMU 1/2' GYP. WL. BD. WOOD BASE E '"ham ° L n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'.I'-V' A R C H I T E C T S Des�n LUNUWVVU,hL32/bU PH: 407-774-6078 FAX: 407-774-4078 www.abda 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 �ssesesss� USUHDIIP. de LOT: SILVERADO LOT #8 BLK #10 PROJEOT# 03719.001-08101 MODEL- 3278-JORDYN II GAPtAGE SVMG: LEFT PAGE: DETAILS 150 H FA C 24Ps 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ lV IR' X a, J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X 1/6' WASHER 4 NUT OR W/ (2) ID' X a' AICHNOR BOLTS W/ 7' X7' X I/a� WAdiER NJT a CIIE 2x TO BLK W V4'TAPCONS I IR' EMBED, e' O.C, 4' END DIST. 1 IA' EDGE DIST. o �� 2. "� DOOR BUCK SECURED W/ 1.1 0' X W J-BOLT OR ANCHOR BOLTS, W/ 4' MIN EMBEDDMENT, W/ 2' X 2' X VB' WASHER 4 NUT. (1) WITHIN 8' OF TOP, lD WITHIN 8' OF THE BfiM, R (3) EVENLY SPACED. 0 o 17 0 NOTES, ALL ANCHORS SHALL BE IN ACCOImANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE SI INPTIHI(_ I AID MORE ATRIWWNT GARAGE DOOR /—l1BUCK ATTACHMENT 3 OQ4M W'.r-a a' — IR' DRYWALL ❑ I'X4' P.T.P.7. DOOR DOOR Ix4 PT. OR 8/4'X4' MIN. SECURE THRU PP.41-E 4 EXTEND 1-1/4' INTORAILER BLOCK W/ 3/I6' TAPCONS MIN. SHANK SIZE J45 CASRKa MR. HEAD SIZE 300 MR EMBEDMENT 1-V4' WITHIN a' Of EACH END JAI'm OR WNDOW 4 IS' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO FLUID JAMB (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +3/4" OR +5/4" nAINDOA TO BLOCK +3/4" OR +5/4" 2X4, IZI 5EC.RE TO BLOCK tW 3A6' TAPCO NS (MR. SHANK, SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I V4'1 WITHIN a' OF EACH END 4 IS' O.C. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3AW TAFr," MR. SHAiC SIZE J45 MIN. READ SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN a' OF EACH END a. CNII 4 la' O.G. MAX SPACING. 1/2' DRYWALL 2X8, C W I'X4' SECURE TO BLOCK P.T. NAILER WIM 3/16' TAPCON5 MIN. SHAK SIZE 145 DOOR CASING. MR. HEAD SIZE 300 MIN. EMBEDMENT I V4'1 WITHIN a' OF EACH END 4 Is.OG. MAX DOOR JAMB OR WINDOW SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" nAINDOA TO BLOCK +1 1/2" 2X4, SECURE TO BLOCK W/ 3/I6' TAPCCNS MR. SHANK SIZE J43 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') UTHIIN 8. OF EACH END 18' or MAX SPACING. 2)(6, SECURE TO BLOCK WK2) 3/16' TAPCOM (MID. SHANK SIZE J45 MR. HEAD SIZE 300 MR. EMBEDMENT 1 1/49 WITHIN a' CF EACH END 8' cm 4 4'. O.C. MAX SPACING. la'DRYWALL 2XIN C® ❑ SECURE TO 155LCCK WIM 3A6' TAPC0" P.T. NAILER MIN. SHAK SIZE J45 1/I6' OAD. X 4' MIN. MI. HEAD SIZE 300 MR. EMBEDMENT 1 1/4') DOOR CASING WITHIN a' OF EACH END 41. of MAX SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" ��OA TO HLOCK +1 15/18" 2" IZI SECURE TO BLOCK W/3/Ib' TAFCONS (MR. sum SIZE J4a MR. HEAD SIZE 300 MIN. EMBEDMENT 1 1149 WITHIN S' OF EACH END 4 la' O.C. MAX SPACRX 2X6, SECURE TO BLOCK WK2) 3/14' TAPCCNS (MIN. SHAIC SIZE J4S MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END a' cm 1 18' OC. MAX 6PACMG. I/1' DRYWALL 2X8, C® SECURE TO BLOCK ❑ I'X4' WK2) 3/16' TAPCONG P.T. NAILER (MR. SHANK. SIZE J45 MR. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT. I V47 UT14N a' CP EACH Elm 4 IS' OL. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO FLUB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" K 2X4: IZI SECURE TO BLOCK UV 1/4' TAPCONS (MR. SHANK SIZE 145 MR. HEAD SIZE 300 MIN. EMBEDMENT 1 1141) WITHIN a, CF EACH END 4 ID'Or- MAX SPACING. 2X6, = SECURE TO BLOCK W10) V4' TAPCONB (MR SHANK SIZE J4a MR. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN 8' OF EACH END e, CM 15' Or -MAX SPACNG. 2Xa, C® 1/2' DRYWALL SECURE TO BLOCK I'X4' WK2) 1/4. 7A9C4:N6 P.T. NAILER (MR. SHANK SIZE J45 MIN. HEAD SIZE -SM BMW' CAD. X 4' MR. MM. EMBEDMENT 11/4') WITHIN a' OF EACH END DOOR CASING 4 18. OG. MAX SPACMG- DOORJAMBWINDOW OOR J X F TO 2X ATTACH TO PER MANUFACTURES DETAILS NOTE, 8141H AS NEEDED TO PLUG JAMB (DO NOT EXCEED 1/49 DOOR IAMB TO BLOCK +3 7/16" nAINDOA TO BLOC% +3 7/18" 2X4: m 2X4, ® 2X4, IZI SECURE TO BLOCK UV SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCCNS (MIN. 3A6' TAPCONS MIN 1/4' TAPCCN5 MIN. SWANK SIZE J48 MIN SHA , SIZE 148 MIN. 5HaWK SIZE J4a MR HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT I V4') MR EMBEDMENT I V49 WITHIN S' OF EACH WITHIN 9. OF EACH WITHIN W OF EACH END 4 W O.C. MAX END 4 W OUC. MAX END 4 10' O.C. MAX SPACING NOTE, STRUCTURAL 2X MUST BE SPACING. NOTE: STRUCTURAL 2X MUST BE SPACING. NOTE, BTRUCNRAL 2X MUST BE ZXb, ® ON OUTSIDE 4 SECURED 2X6, ® ON OUTSIDE 4 SEC11Ep 2Xb, CIO ON OUTSIDE 4 SECURED SEGUE TO BLOCK TFNROIIGN NON-6TRICTIAQAL SECURE BLOCK3,1b THR:OIIG+H NON-STRUCTURAL SECURE i0 BLOCK TNR7IJGH NON-STRUCTURAL WK2) 3/16' TAPCOt18 3Ab' TAPGCN HRL I-V4' W/l2) 3/W' TAPCONS ' MR. I-I/4' WK2) I/4• TA `CON5 (MIK MIN. I-V4' MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MR SHANK SIZE 14D EMBEDMENT �o'`B+T INTO BLOCK SHANK SIZE 145 MIN. EZ DMENT EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MR E7'15EDMIIENT 1 1/4.) R--Rr WTHIN W OF EACH END e' cm 4 18' O):. MAX SPACING V2' DRYWALL 2X8, ❑ SECURE TO BLOCK PX4' WK2) 3/16' TAPCONS P.T. NAILER (MR SNAK SIZE J45 MR. HEAD SIZE 300 DOOR CASING MIN. EPBEDIM 1 1/4•) WITHIN a' OF EACH END 4 w O.C. HAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUIEB DETAILS. NOTE, SHIM AS NEEDED TO FLUID JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +2 1/4" `��OA TO HLOCK +2 1/4" MIN HEAD SIZE 300 MIN EMBEDMENT 1 1149 WITHIN W OF EACH END e. ChU 4 IS• OJ:. MAX SPACING VJ' DRYWALL SECURE TO BLOCK P.T. NAILER WK2)3Ab'TAPCCN6 (MIN. SHANK SIZE Ab DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.1 2ND 2X SECURE TO STRUCTURAL WITHIN 6' OF EACH END MEMBER W/(2)12d WITHIN 6' 4 IS.Or-MAX OF EACH END 4 b' TO B' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/41) - DOOR JAMB TO BLOCK +3" HEAD SIZE 300 MIN ENBEDI'ENT I V49 a, CM W OF EACH END 4 18' OC. MAX SPACING 1/2' DRYWALL 2X8, ® 1' SECURE TO BLOCK P.T. NAILER WIM V4' TAF CONS MR. SHANK SIZE J48 I' P.T. X 4' HR. MR HEAD SIZE 300 MIN EMBEDMENT 1 114') DOOR maw" WITHIN 8' OF EACH END 4 b' OG MAX BPAGRYa DOOR B WINDOW T ATTACH T O 7X PER MANUFACTURES MANFACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" /IAINDDA TO BLOCK +9 9/4" A R C H I T E C T 3 Grgn ouly . 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abde lgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 13EAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 NAN sTmDrv. & M-T! SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODIMU 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH E . C zg SCAlm: M NOTED SHMET D3 PREFORMED CONTROL JOINT FLANGE DF CONTROL JOINTS Td BE WIRED TIED TO LATH . S- OU. MAX (VERTJ. NaM,. DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES WV V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENED TO DE SPAC♦ • S O.C. MAX VERTICALLY/ J' THICK 3 COAT CEMENT PLASTER UM LAYER 4, FORTIFIDER BUILDING PAPER APPROVED METAL LATH FASTENED .T' (VERTJ O.C. MAX AT SUPPORTS WI® LATER 9, STUCCO WRAP, WOOD SHEATHING LATH SHALL NOT _...-- BE CONTLIOUS 6• To a s• To a• TWROKTH CONTROL JOINTS BUT SHALL BE STOPPED ANC' TIED AT EACH SIDE PER ASTM CI063 PROVIDE BLOCKING PLACED FLAT MAX. 6' TO 5- CONT CONTROL JOLT WIEN ST UCTUL JOLT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR i STRUC1l1RAL STUD STAPLES M COMPLIANID* W/ ASTM CI063 r 2. WIRE TIES TO BE (NO. IS) OA:1415' WIRE 3. BLOt7CINC SHOWN MAY BE L ADDITION/ \ TO WALL STUDS P19GUIRED PER PLAN =_77 O"M" TYPE CONTROL JOINT OLPOLD WIAIp. rt.A ®(OURS O I --- Pt. A ,. CIQAtI! . rt. D Y G,iI.Q. rt.0 eNwaL e ® LFLID NWNO •rt.A 1 C1WWA!l. rt.D a aeAee . rt. c 4 D TILL ILL rt. CO.1Nert. c Ta)o10 6 Donal Rase RD fr ti''A"°R W.Tee „our ll.L FOLD. 122 mm=. j• THICK 3 COAT CEMENT PIASTER ePRA- a Nam' , COAT m PLASM (C V NOTE, APPROVED BUILDING UARAP SHALL BE LAPPED A MINIMUM OF 6' • VER(TIC.AL LAPS (ROLL ENDS) N 6' • HORIZONTAL LAPS. ALL 8EAM6 NEED TO BE TAPED WITH FORTIBM SHEATHING TAPE / r nIK LN . rerx LAT! \ hC X X X� I LATH VERTICAL LAP TO BE V - INSTALL FASTENERS (CLIPS: STRAPS, STAPLES) AS REOUIRED TO SECURE PIPE/ WIRE TO FRAl1MG WI® LAYER -1. STUCCO WRAP UPS LATER'), FCRTIRMR BWLDNG PAPER I•ETAL LATH 6'x6' SELF -ADHERING MEMBRANE PLASINMG OVER 47.4' SELF -ADHERING MEMBRANE FLASFILG OVMR APPROVED HOUSE WRAP. PLAQWMC+ TO EXTEND ONTO PIPE • FLASHING TO EXTEND ONTO PIPE METAL LATH r THICK 3 COAT CEMENT -%' CONT. BEAD OF SEALANT WRB LAYER R, STUCCO U,IeAP I PLASTER INSTALL APPROVED HOUSEURAP AIR METAL LATH INFILTRATION BARRIER OVER e• nN ra'ele LM DELOL oNLT / I WRB LAYER FORTFIBER SHEATHING WRB LAYER -2 FORTIFIIEER / BIILDLG PAPER P STUCCO/ BUILDING PAPER ISTUCCO CV FINISH (GEE Tyr WALL SECTIOW WRAP I WOOD SHEATHING SECTION PER SECTION SECTION Y E.xb for ktNiw rM PI--w w of plaster shall-.plyhtll .ppl ti with the application ,,,M requirements of ASTM C 926-i8b. r MIN LA u LJW. 4'avEle Installati°n of ett mrlathingandframing APER LAP \,-Z,/ �. I ALL LAP I K� shall comply wiN ASTM C f M6 l9a, °`AS M1T87. ® KIC KO UT DETAIL BWLDMG PAPER a"" CULT) URB LAYER% STUCCO URAP(wes cmw LAP "vim 0, ouwm UR,1P woe ,LALHI0.ACWYI CP rP mCHU € �I -pL s.m WALL K.A$H — (ROC-OYT A.MNeb (.E .a s I WAT TIOHr Q.N. men M n LDOT . ��� W n .n leoo ( WALL Ntl1lEGtICIe ;u epAr VERTICAL LATH & PAPER DETAIL N•lOgl SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED WITH 00418-IN. (121-M) WIRE AT INTEIRVAL6 HOT MORE THAN 9. 122S-FM1. AS PER A6TM CI063. FOR REPAIR OF TEARS IN WR5 LAYERS. TEARS MAY BE PATCHED WAICUSE UIRAP TAPE PER MANIF, SPEC. OR PEEL N STICK WOOD SWEAT BUILDI PAFW 6TUCCI HORIZONTAL LATH & PAPER DETAIL 4'x4' 6W-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASNRJG TO EXTETD ONTO PIPE � . 1. OR LESS PIPE -. PENETRATION CUT WOOD SHEATHING OR CP1U WRB LAYER M, STUCCO WRAP (FRAME ONLY) ¢' THICK, 3 COAT CEMENT PLASTER (FRAME), In' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB Nt TAPE OVER Roo z VXV 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT -0 5 „ L„ N.TS. ROOF PER ELEVATIONS FLASHING ,L1i1_I PIPE PEN N.T.S. TION DETAIL C LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 v y .abd"1gngroup.com AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX 813886-2802 nna�i sxmDrv. & LOT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL: 3278-JORDYN II GARAGE S'VrMG: LEFT PAGE: WALL ASSEMBLY DETAI Q15YVH VXF. C Yj1 kr DA%m: 06/25/21 SCALE: M NOTED SEMET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLA544NG OVER TOP, SIDE(S) AND BOTTOM - FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE FLASHING TO OF BE= I. BOTTOM, 2. SIDES, 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT i ,x,? WATER AWAY FROM JOINTS. II W E-Z BEAD ALL AROD ,{:-. VENT -APPLY SEALANT ALL i )f JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ys' CAULKING • JOINT ALL AROUND I I PER SECTION R703.7 Exterior lathing and plastering BACKER ROD Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. I I x Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, IrU X- or ASTM 1787. B1R6 LAYER -1, X STUCCO WRAP HOODED VENT ` J' THICK, 3 COAT CEMENT H. PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD 54EATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER h, STUCCO WRAP LAYER -9, FOR'TIFIBER r - BUILDING PAPER WOOD CONSTUCTION METAL LATH a' cm VINYL CASING BEAD b' RAISED BAND °• 1 '.x N:' TON MID -WALL iCFP N F b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (IURB LAYER •I, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-7-14a, MIN. 2.5 LBS. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP a SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' - — — F- PIPE THROUGH / WALL1 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER / UNDER 'QUICK FLASH' rA1VENT PENETRATION t1 SCALE: KT.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER A' THICK, 3 COAT CEMENT PLASTER Ya' TO Ye' MID -WALL WEEP SCREED IE�WALL 6' SELF-ADHESIVEFLASHING WOOD FRAMED HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "— "r cT'1—' R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE WOOD SHEATHING LAYER -1, sTucco IIIRAP LAYER Q, FORTIFIBER BUILDING PAPER METAL LATH WOOD GGNSTCTION FINISH .1EX ODD RJ FASTEN TO WOOD STRUCTURAL I' MrIBER • T' OL. MAX e' CMII Nr' TO H' MID -WALL WEEP SCREED b' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN a. MASONRY BEFORE APPLYING V FINISH • MASONRY `7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) b' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO xr SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '1 STEP #1 STEP #2 STEP #3 WRB LAYER •I, STUCCO WRAP APPLY 6O MIN SEM5RAN1E CsRADE 'D' FELT FLASHING MEMBRANE FLASHING ® OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUIRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATIW3 OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP #5 STEP #(o ELECTRICAL RECEPTACLE A R C N I T E C T E Gr2b aYr LONGWOOD, FL32750 �r PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA ft: 0003325 DRAFTING BY: -11 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 �II��I�lI sum) V. ae LOT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 S[ODEL- 3278—JORDYN II GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAI 150 H JxA C 29 D �T 06/25/21 SCALE: AS NOTED aHE�E�TT dd A2 ExT. WOOD FRd"ED A R C H I T E C T E WOOD SHEATHNG WALL WRB LAYER -1, TIIB-ROOIe � � COLUMN SHEATHING STUCCO WARAP WEATHER RESISTIVE WOOD WRB LAYER 02, FORTIFIBER PRE-ENG'D TRU66 �: ,; BARRIER 'I CONSTRUCTION BUILDING PAPER WEATHER RESISTIVE WEATHER RESISTIVE I- %' HAT CHANNEL }' THICK 3 COAT CEMENT BARRIER 1 _ BARRIER -2 ' TYPE 'X' DRYWALL PLASTER WEATHER FIE616TIVE _ 6' TAP. • TOP OF WEEP SCREEDBARRIER -2 6' SAP, �S� rl TO SHEATHING BEHIND WEEP SCREED I' THICK COAT cErrET++r� RIES V! PEEL 5TI\CiC Grou LLC. WOOD SHEATHING ``� 4• POSITIVE DRAM 116'x3' 'L' FLASHING i \� (IEEP SCREED METAL LATH FULLY EMBEDDED ' ` WOOD BREATHING IN ROOF CEMENT 144 N. RON LD FL 32750 BLVD. WRB LAYER 9, - , IDS' X 3' 26 GA GALV. PH: FAX:4OOD, FL 3 78 STUCCO WRAP - `�` METAL DRIP EDGE THIGG, 3 COAT CEMENT 78 Y♦' GAP FOR BACKER SET IN FULL BED OF w .abdmigngroup om PLASTER EXTERIOR GRADE SEALANT, )J' MIN. - ```�`, 6' SELF-ADHEREING DRY WALL ROD SEALANT SPACE PROM DRIP ' FLASHING WRAPPED _ AA #: 0003325 •TOP OF WE SCREED i• I. FACE TO TREX WEATHER RESISTIVE 4' POSITIVE DRAM TRICK 3 COAT CEMENT VINYL CASING BEAD 14 ' BARRIER 1 TO SHEATHING BELOW WEEP SCREED MASTER 1 _ WEATHER RESISTIVE DRAFTING BY: NNYL CDIR�R BEAD A.B. DESIGN GROUP WATER PROOFING Met BARRIER R.I. DRAFTING INC. \ WRB LAYER'(, NO GAP IN FIELD �'L CASING BEAD LAYER (2 LAYER PEEL I EXTERIOR COLUMN LEGEND 5439 BEAUMONT CENTER BLVD. .. \\ STUCCO WRAP (SARAN FOR CLARIFICATION OF STICK) ,.nex,.w.rr COLUMN SHEATHING SUITE 1004 i �,•.:, t I /; : SEPARATE AGGE660RIE8 ONLY) iS'� -tom\'� 1 TAMPA, FLORIDA 813- 86-262634 i WRB LAYER '2, FORTIFIBER -- -: m i BUILDING PAPER PEEL 4 STICK 1G'x3"L PLASHING PH: 513--886-2 0 SUB FLOOR i s ; FULLY EMBEDDED IN DRAINAGE PLANE CWRB FAX: 813886-2802 1\ 6' SELF-ADHEREING ® ROOF CEMENTLAYER *11, STUCCO WRAP) WRB LAYER'(, \ / FLASHING WRAPPED I V X 3' 26 GA GALV. • CORNER OF CANTILEVER STUCCO WRAP ,� % - --------•--'-- - — METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER ...... - - AMICOAM66-WFWC-a I %2"; �WEEPSSCREEDIN 0 CANTILEVER DRIP wooD CTREX)FILLEK SSPTAGANTJIN J'M RIP CUSTOM CASING BEAD I WOOD K' P.T. ) SIMULATED SPACE r O MD BUILDING PAPER) EDGE YsGAP OR SEALANT ' VINYL TO TREX BEAD METAL LATH x—x—x—x NO GAP N FIELD OPT. BACKER ROD. WATER PROOFING let lS41C/lW FOR CLARIFICATION OF 3' X 3' 26 GA GALV. MODIFIED 9D LAYER (2 LAYER PEEL A SEPARATE ACCESSORIES ONLY) FINISH LAYER (2 LAYER METAL DRP EDGE 3/4 RE5ILIENT STICK) WRAPPED FROM STUCCO PEEL STICK) SET IN FULL BED OF HAT CHANNEL BALCONY DECK TO CASING BEAD 6' FEEL 4 6EALANT,)1' MIN. VINYL CASING BEAD DTL. ® CANT. STICK • DRIP ;4 SPACE FROM DRP CANTILEVER THICr, 3 COAT CEMENT WOOD OR 1/16' ZIP WALL FACE TO TREX 10 Pj POCPLASTER SHEATHING SCALE: I Irz' • I'-0' DECKK -- 5/8' TYPE 'X' DRYWALL i Yl GAP FOR BACKER FINISH METAL LATH WINISH ED PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING ROD ,SEALANT - NOTE; I)YXI 3's' P.T. OR SIMULATED }' THICK 3 COAT CEMENT 4 8E DRAM METAL LATH: LATH TO BE PER SECTION)FIU ER VINn °"°SAD MASTERrER WEEEPPSCCRREED Rifd3.�.1 / ASTM G-Sd i -14 a, MIN. 2.5 LBS. WATER PROOFING I.t \ ;" WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF LAYER (2 LAYER PEEL t i, i- BARRIER 'I VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) L= STICK) WRAPPED FRVM WEATHER RESISTIVE PER SQ, YARD (UTILITY OR NOMINAL BC40NVEBARRIER CANTILEVER ,,my BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) 6'PEEL 4STICK DECK MEMBRANE 11C EDGE INSTALLATION ® COLUMN me DRP EDGE TO DECK EXTEND OVER DRIP TUB PLODR EDGE (W/" L" FLASHING) WOOD CONSTRICTION ®® 3' X 3' 26 G.A. GALV. SCALE: NTS WOOD SHEATHING METAL DRP EDGE - C) -- SET N FULL BED OF WEATHER RESISTIVE I JYXI')4 P.T. OR TIMULA TEALANT,JY MN. BARRIER '1 WOOD (TREX) FILLER FACE TO TRESPACE PROMX RIP STUCCO WRAP 3/4 RESILIENT COCTAP FOR I 2x FRAMNCs MEMBER WEATHER RESISTIVE VINYL GATING BEAD HAT CHANNEL BARRIER'2 Yi GAP FOR BACKE .I ROD 4 SEALANT WATER PROOFING bt „ ,! WOOD SHEATHING 'tl VINYL CASING BEAD FN16H LAYER (2 LAYER LAYER (2 LAYER PEEL t P THICK 3 GOAT CEMENT �' THICK 3 GOAT CEMENT PEEL BTIQU STICK) WRAPPED FROM PLASTER WRB LAYER •1, FOR1'IFIBER 9/4 RESILIENT I ' BALCONY DECK 70 2 Imo• GARNER BEAD BUILDING PAPERS i PLASTER CANTILEVER FASTENED TO SHEATHING ' I WRE5 LAYER •I, 5/e' TYPE 'X' DRYWALL METAL LA—yWNT'LTC45WY BEND TRICK, 3 COAT CEMENT . T' D.C. MAX. 'i STUCCO WRAP W/TEXTURED N PAINTED ALLATH _ METAL LATH FINISH WOOD SHEATHING i' THICK 3 GOAT CEMENT 5/8' TYPE 'X' DRT'WALL _ i Ul0°D BREATHING \ WR5 LAYER M, C2) 2x12 HEADER WREXNRE' PAINTED WEATHER RESISTIVE STUCCO WRAP �' THICK 3 GOAT G I WRB LAYER "2, PORTIFIBER PLASTER BARRIER9 PLASTER BUILDING PAPER FINISH WEATHER RESISTIVE �' THICK 3 COAT CEMENT BARRIER -! WOOD SHEATHING .� 4' POSITIVE DRAIN PLATTER 4' Pa6RIVE DRAIN 6'SELF-ADHERING METAL LATH VINYL CORNER BEAD 7 WEEP SCtiEED VNYL CORNER BEAD WEEP SCREED METAL LATH FLASHING VINYL CASING, BEAD (EXPLODED J' THICK, 3 COAT CEMENT V VINYL CASING BEAD NO GAP IN FIELD FOR CLARIFICATION OF BUILDING; PAPER RTIFIBER ' MEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) .'� CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER BEAD ® FRAME DRIP GAP DRIP EDGE 11 EDGE INSTALLATION 11D INSTALLATION WINDOW FLANGE WRB L R'I' i WOOD CONSTRIIGITON STUCCta WRAP LLEATFE MIER RESISTIVE ' CORNER BEAD WRB LAYER 01 FORTIFIBER � BuBDIY. do M-70 14 SILVERADO LOT #8 BLK #10 PROJECT* 03719.001-08101 MODEIt 3278-JORDYN II GARAGE BWING: LEFT PAGE: WALL ASSEMBLY DETAI 150 MPH BARRIER LLEATI-ER RESISTIVE (FASTENER t SPACING O I' O.G.) BUILDING PAPER X CT: BARRIER 12 = METAL LATH VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER �' THICK 3 GOAT CEMENT - 5/8' TYPE 'X' DRYWALL R METAL LATH PLASTER It Q FINISH URED PAINTED WOOD SHEATHING 6'SELF-ADHERING I V ` `° FIN ISH CMU THICK, 3 COAT CEMENT w HEADEREAM /BFLASHING PLASTER I/2' THICK, 2 COAT CEMENT VINYL CORNER BEAD VINYL CORP. 4' DRIP CAP NO PLASTER APPLIED IN POSITIVE DRADIRECTLY TO MASONRY WINDOW FLANGE 06 25 2 G 1 ' WEEP SCREED VINYL CASINBEAD NO GAP IN FIELD DATE: / / (SHOWN FOR CLARIFICATION OP BCAL•E: AS NOTED SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD @ BLOCK 15B CASING BEAD @ WINDOW BFIEET @DRIP EDGE INSTALLATION (FRAME, NO BAND) WA3 A R C IN I T E C T E Y4 GAP TYP i' THICK, 3 COAT CEMENT WOOD SHEATHING CA51NC, BEAD PLASTER LEGEND IX TRIM MEMBER TO TRIM METAL LATH WRB LAYER ry, ® STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER P, FORTIFIEsER DRAINALAYER 01, S PLANE RAP) WOOD SHEATHING BUILDING PAPER LAYER Try STUCCO WRAP) Design WOOD SHEATHING o WRB LAYER -2, FORTIFIBER r SIDING WRB LAYER #2 (FORTIFIBER — — — — i0U LLC BUILDING PAPER WRB LAYER "I, BUILDING PAPER) 1441 N. RONALD REAGAN BLVD. METAL LATH ;! STUCCO WRAP METAL LATH x—x—x—x L PH:4407-774-607FIL 8G GOAT CEMENT WRB LAYER "�, FORTIFIBER STD LAYER uAiB LAYER h, STUCCO 0WAA#:0003325com }' THICK, 3 EME , a STUCCO WRAP PLASTER =+ BUILDINGS PAPER WOOD OR 1/Iro' ZIP WALL 6'SELF-ADHERING CASING BEAD SHEATHING ® A.B. D SFIGN GROUP METAL LATH FLASHING n = DRAFTING INC. THICK, 3 GOAT CEMENT FLASHING OR PEELNG STICK SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED STUCCO T T / 5439 BEASUITE 004TER BLVD. CASING BEAD VIEW FOR PLASTER SIDING TO S IJCCO TAMPA, FLORIDA 33634 CLARITY) PR: 813-816-2628 1 CAS I N G BEAD---------------------------------------------------------------------------- - DRIP SEALANT CAP (CROSS SECTION) - PLASTER3 GOAL CEMENT - WINDOW FLANGE WRB LAYER 01, % METAL LATH ; STUCCO WRAP i VINYL ANGLED ` DEYON7 mow CONSTRUCT CASING BEAD '; i uIDDD eWEAtHING WEATHER RESISTI' a ' WRB LAYER 02, FORTIFIBER DARRIER 9 BUILDING PAPER WEATHER R 616TIi WINDOW FRAME WRB LAYER 02, FORTIF15ER METAL LATH ,`j 9L x T Ys' LAP sI/ \ 6.F_ �,aE ; I , Wi6. QE�1 � Ir BUILDING PAPER THICK, 3 COAT CEMENT , 6. 6ELP-ADHERINc- F'LASTER PLASWW. 1 U BARRERREOI6nVE E-Z BEAD VINYL CASING UZATHER DAIaaERF616TIVE I (W/3/a' FLEXIBLE PVC BACKER ROD)6rnRTER snap FLASHING . rOR y 6 SELF-ADLERMG FLA614MG dim .'.1 CALVV METAL \ 'ZFA,541 . DRIP CAP Z' FLAAWW. OR i WRB LAYER 6I, STUCCO WRAP, IY' x 6' 6muLATED WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE 6>3ov TTaM rEr+aER onbclzo cAE1NG v , N I V SELF ADHESIVE FLASHING I CASING BEAD ® WINDOW / uiboo6TIa6TMnEi ee°R WOOD SHEATHING (FRAME, W/BAND) DOAPPROVEUL W ING�r 2X FRAMING ; aT�a�MG MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO CIEVaFOR CLARITY ® BLOCK TO FRAME -'--------------------------------------------------------------------------------------------------' 'I v 9 TRANSITION i THICK, 3 COAT CEMENT - 74 GAP TYP PLASTER CASING BEAD WOOD SHEATHING NOTE; SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION , R103.1.1 / ASTM G-641-14a, MIN. 2B LBS. I 1 METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WRB LAYER 02, FORTIF15ER I LATH DOES NOT MEET SPECIFICATIONS) ; BUILDING PAPER I WRB LAYER 01, WOOD SHEATHINGS i WINDOW FRAMEWOOD WOOD SHEATHING STUCCO WRAP WRB LAYER 02, FORTIFIBER D Ya TRICTIDN 6' �� BUILDING PAPER 6WEATHIN'.eIf WRB LAYER °I,UIOM LLEATHER RESISTIVELLEATHER RESISTIVETHICK, 3 COAT CEMENT STUCCO WRAP DARRrER i/ \ DAPOWER 9 TO LAP PLASTER LLEATHER RESISTIVE / \ 6•MN. ADOVt= top 15AMER 4 / OF Z R.AGWING WRB LAYER 02, FORTIFIBER ` 61Drr+ 6x,� AP ��� I 1k BUILDINGS PAPER vengR RE91anVE 6'6ELF_ADHERING 1 ;, DAIRaER-1 ; WRB LAYER 01, VINYL ANGLED CASING BEAD F \\ / �ER6n� I STucco WRAP I METAL LATH VINYL CASING BEAD \ STARTER STRIP / \ / I I StmDIV. & MT: SILVERADO LOT #8 BLK #10 PROJffiCT# 03719.001-08101 MODEL& 3278-JORDYN II GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETATkS 0 NPH \ I CIALVID SAL i 6' WIDE PEEL 4 STICK (EXPLODED 4' THICK, 3 COAT CEMENT ORI I Z'R.A6WMG OVERFLANGE I AR Cr: VIEW FOR PLASTER \ ; WINDOW FLANGE OR ; ATE F ° CLARITY) CiALNDET MAL �� LLEATHER RESISTIVE i 'Z'rLASWP1G DARRIER'1TOLAP I E-Z BEAD VINYL CASING , IUY�' XTOI- D6 �, R OF MIN. i PLA61'�R' . I, 2X FRAMING (W/3/6' FLEXIBLE PVC BACKER ROD) I (A�� //� E-Z DEAD VMYL CASING Y4' X 6' SIMULATED !. i (u FLEXIBLE P"c R ROO)\ i LLbOD TRMM MEMBER MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; 1 BUILDING CASING BEAD C� RAISED �+� W RING , \ I I R_A&4INGAotERMG FLANGE 4 BUILDING WRAP ' THIpK 3 COAT • \` ,` I GAP LLUCAIII.KINCa `� �% BAND (FRAME) TPLA6TER ' \ v' ' OR APF-ROVW SEALANT `' WRAP 1 1 A MATHER WEATHER RESISTIVE 5ARR ER /a:618TIVE - -. ______________ Q(j% SCALE:I Irz'.r-m' E„I1,E I)ar NG PRDQT E AIORIER �BI6TIVE BACKER R OD) DATE. 08/25/21 SIDING TO STUCCO BARRER'�s16nvE 16A EZ BEAD WINDOW CASING SIMET N° ® FRAME TO FRAME �" � sHEET i9 TRANSITION WA4 A R C N I T E C T E AVA6ANE N2ER cARE IMO CARE SHOULD BE TAXENS IN KEEPING THE VENT PROPERLY 6 PNI 1U ALIGNED.14 NH PIPE IS SEALED IF UTILIZED. NAIL N RACE SHOWN N TGALVANIZEO USING t BE NAILS AT EACH CORNER. RODE NG ARCEMENT THE SHOULD DE APPLIED TO ALL SHINGLE EDGES NEAR THE OU —THE ROUTER ECOMMENDED IN AROUND THE ENTIRE PERIMETER AS SHEATH GOOGENECK VENT IN AENNGNTHEROOF RECOMMENDED ZONES WEATHER COASTAL SHEAT SHOOSIZE THE EVENT OPENING MECHANICAL E C ANICA VENT WITH THE CONBTRIKTIpJ ZCNES. CHART SIZE THE INTHEPENIN AMECHANICALVENTPAN IS USED S ZE THE VENT OPENING N ACCORDANCE wTH INSTRUCTIONS FAN MANUFACTURE'S PIPING CONNECTION INSTRUCT T IN 00 NOT IN IMOTRUSSES OR RAFTERS WHEN CUTTING THE OPENING N THE ROOF. I--° REMOVE INTERFERING SHINGLE NAILS THE NAILING THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FIAT TO THE ROOF SHEATHING. SLIDE THE FW TOP ANO UNDER SHINGLES. THE OM VEM FLANGES TO LTV ON E�u� THE TOP OF THE SHINGLES IF ROOF HOOD VENT DETAIL GUT WOUSEY.RA AT 46' ANGLE MODFIED 'I' D N HOWEPRAP LINE OF UAN" O4 NG Twilro FO.Dd Moum TIOCR Al WA FOLD N AT APPROVED HOUSE P OVER SNEATING OVER AD 6T0 1144LL xa^I STEP 1 PLA614NG overt NAILING FLANGE JAMNS EMEND FL ha V MELLOW a" FLE)SEI.E R-A6HHIN-A5HN G DO Nor OF AL E dmon FIN "TALL 6'— SEL-ADFEIMM KA614 OVER VINYL 4EAD FLAGNW. (UATH I DAIS) NAILAG IRAIrE EMQD MIN SELP-MEYO G I' N eEroND Jd'O "TALL VINYL C OAP STEP 7 w Hr. EDGE OF SILL no. MEGMANrALLY FASTB4 FAIRED EDGES.(CAP NAL6, GTAPLSGJ "TALL OIFCNT NLEJ61AtAP AS TI FLAMING AT TA ASPHALT SATURATED FELT SHINGLE COURSES LAID OVER UPPER PORTION OF FLANGE PI NEOPRENE BOOT PLUMBING VENT DETAILS SCALE, NTS PFiY %, NOM.— ZWINUOUM MEAD F SEALANT AT AM M AND MEAD PMY TO SAGO C NIPM NARNG LANCE N LINE 0 4IS-PWOED Ika" OR SLOTS. WE ADHE6IVE - D6ELE R.AGWNG VR DRIP OAP ECTO-URAP EOUV) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 36 66.D IIFY 1 11ING UNDERPAYMENT —\ ASPHALT ROOFING DE.— -IJo FAST NERS WITHIN 6" OF CENTERLINE RA FASTNERS IN END OF SHINGLE MEND END SHINGLE AT LEAST IT' BEYOND VALLEY CENTERLINE FEp OFF R TA.6DEGREEG I. IT 16 7NE GONTAcTORS REarlo"c OY TO vmr-y ROOF VALLEY DETAIL TINE cOTF A, SEAL Cr ALL F-ADNERINCL CRJG TINE COMPA SEALANTS R BELF-ADLETS 1s SCALE. NTS FLAMING, MATERIALS USED DURING CONSTIZZ71C 4. 2. INSTALL ALL MATERIALS PER FIANFACTURIM WRITTEN SPECFIGATIONS WAINNCm SEALANTS MAY REACT ADVERSELY F NOT COMPATIOLE. NOTE - GLEAN AND SEAL JAM15 TO SILL JOINTS WITH DOW It" FOLLOWRJG COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOW SHALL BE MPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTI"ION BELOW THE ����iiWW�NDDOW OPENING (SEAL INTERIOR PERIMETER OF WINDOW WITH ``SEALANT API'4Y 061 H2U (0 EQUAL) SEALANT A WIbWYCNAI JOINT. FLUID APPLIED PLAAHN3 (LANCO UHrrE-MEAL IS-64 OR EOUAL). SLOPE SLL1 TO Ek L IT 18 TFE CCNTACTOtS RESPONSI5 LTY TO VERIFY THE COt"ATDILITY OF ALL PRODUCTS NMUIDING SEALANTS A SELF-AD4ER ING FLASHING MATERIALS LISW RING DUC4"TIi=WK 2. PLA04MCs AT EXTERIOR U94DOW AND DOOR OPBSNGS BNALL EE "PALLED N ACCORDANCE WT4 MAN FACMERS "G TALLATICN MTRT1045 AFD APPROVED MTHOD U CP FMC R103A U N ACCORDANCE WTI FENESTRATION MANFACTUER5 INSTALLATION AND FLASNNG "TISJCf10N0. g6ARNIN13, SEALANTS MAY REACT ADVERSELY F NM COMPATASLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS Design Grou L� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.B bd Bslgng.up.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 10 FAX 813.886-2802 9xmD1Y. & TAT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEIA 3278-JORDYN II GARAGE 8TfMG: LEFT PAGE: WALL ASSEMBLY DETAILS 15 MPH XV. J SCALE: M NOTED SHEET WA5 2x6 SUB-BANb W/I'x4' NOTCH o END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP DRIP EDGE 1t\ I\ '1/8' TEXTURED I FINISH 6 WOOD I \% 2x6 sue 5AND-11 \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY I ©FLAN B ROOF KICK OUT REMOVED FOR CLARITY � ROOF DECK (BEYOND) `\ DRIP EDGE, 1' OFF WALL �N07 INTO STUCCO) - VS' TEXTURED -. FINISH 0 WOOD, IR' TE)CT11Ri=D FINISH � CMx x x x METAL LATH x x x x x .WOOD SHEATHING x x x x x x OR CMU x x x x x x WRB LAYER tl, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER'2, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ORLY) x x x x x x x x x x x x x ROOFING CEf'7EIdT x x x x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x x x x �\ I I7/5' TEXTURED FINISH is WOOD, I/2' TEXTURED \ � FINISH a GMU - 2x6 SUB-BANp W/I'x4' NOTCH o END, WRAPPED IN PEEL < STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PL>4N ,4 PRE-ENCs'D TRUSS TO BE CUT 0 WALL LINE 70 AVOID CONTACT W/tEXtURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/Vi'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR GMU) SUB BAND DETAIL 0 WALL SUB BAND DETAIL (9) WALL W/KICK—OUT 1ME OR CMU t PAPER DRIP EDCsE (REFERENCE POINT ONLY• FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Ui'x4' NOTCH a END, WRAPPED IN PEEL t STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U4'x4' NOTCH a END, WRAPPED IN PEEL t STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY ivvi rv. rcunn�u nua�Hry a�vu. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd esigngrou 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 am till] 91YYI1113 sUH3D1Y. tY LOT: SILVERADO LOT #8 BLK 10 PROTECTiy 03719.001— 08101 MODEL• 3278—JORDYN II cawRwcsE svlmaa: LEFT PAGE: WALL ASSEMBLY DETAI Q150 PH C 29 rl Rn1VT ATE:O6/25/21 CALE:p$NOTEDHEET d d A 49'-0" /—F2-24X24 Y - i . i--------- FM-12x18 ---- f-r FM-12X18 - I -- EXTEND END OF PVC I 4" CONC,lo 1 I I 11O I �+ - CHASE UP 12"ABOVE 0.0" m SLAB r Iry Iry I COND. CONC. PAD TOP OF w u. ro I I . SLAB I.- aO w v ILL LL �� �� 'q I� EXTEND n a SLAB 1 I I I \ I I 1/2" m I I 3 '-4" T-Z' gyp\ ,I I 121 -` 12'-4" 3' O" IA F1-36x36 —� L=_J L =J = I - N r— I I I \ / \ / - -iF- -16X18 . 11 f j L—_- 2'F1-36x36 1 1.1 8" I 1.1 I I 1., 2X4 WOOb� I L W1 ` I I I # 2LS UDS @ ` I 12" O.C. 15'-0" #4 X T-O" W/ 10" HOOK @ 30" O.C. 25' 6„ 3'_9'• I w D I 11 I r I BORA CARE TERMITE PROTECTION TREATMENT MAY 0 9 1" PVC CHASE I cwi 1.1 BE USED IN LIEU OF SOIL FOR ELEC. I ry LL TREATMENT. 0, 0„ CONDUIT I 4" A/C CHASE _ T ( 1 o -� I p I I of I 1 SLAB LJ I II N o CjN 2X4 WOOD9 Lm XP 1'1 I .S USD 72„OCCW_ 11 ILL N ---- -� r-- -- — CW-12X12— 12XiJ---� -� 1 --� L_ J L_ I U I CW-12X12 ------ — - I I Io 8 I I 14'-9" I 1 u> 8'-3" i.i 7'-10" 4'-0" 8'-8" 2'-0" 3'-8"I I 9 I CWI2X4 o I WOOD WALL42 1 FM-111 1 SUDS @(� 12" O.C.5 I PLACEDAL tl/2�" 1A 2'-8" STUDS UNDER O,_0, EATRUSS TO� F-30 30 IISLAB11'-4"T-0" 5'_0„ I I I I I (1)#O U R 1 CELL BE WINDOW SILL I 1 19'4" 1DIII, U I i EXTEND 1 = I SLAll 11/2"—FM_16X18 j o I a 1 X 11 - 4 NC. N I�! 1, I U I m 1" 3'-5" 4'-8" SUB 6'-4" w �I T-4" m I F-30X30 m l 9 o p w I I _ via uJ m o 2 O r , FM-r 2X18 - o I LLI _----J L__1__----____J I 3 FMC-16X18 2 • FM-18X18 - )•1 F3-24X24 1 10 I 1.1 F1-30X30 N ' I FMC-12X18 7 FMC-12X18 6 0D 4 4 (-) 4"+ N 1.1 1.1 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 +-O'-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. I I EIINDICATES #5 BAR, []INDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, 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 4OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS W1.4xW1A OVER GENERAL 31/7' 16.6 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 FW12x18 12" CONTINUOUS 18" - (2)#5's FM-16x18 16" CONTINUOUS 18" - (2)#5's (+)O'-T FMCA2x18 17' CONTINUOUS 18" - (2)#5% #5 IN CURB VARIES FMC-16x18 16, CONTINUOUS 18" - (2)#5% #5 IN CURB VARIES CW-12x12 IT CONTINUOUS 12" - (2)#5% (+)0"-0" CWC-12x12 17, CONTINUOUS IT - (2)#5's #6 IN CURB VARIES TE-2 12" SEE PLAN 8" - (2) #5% (+)0^{y F1-24x24 24" 1 24" 12" (2)#5's (2)#5s F2-24x24 24" 124" 12" (2)#5's (2)#5% (-)1'-W BELOW GRADE ' 24" 12" () s 2) (-)9'4' BELOW GRADE .. 36" 12" ) s ( (-)0'4' BELOW GRADE " 30" IT (3)#5's (3)#5's _ - 4rBELOW GRADE =F-3OX3030" 0" 30" 12" (3)#5% (3)#5's - 4•BELOWGRADE" CONTINUOUS 12" - (2)#5's #SINCURB0" CONTINUOUS 18" - (2)#5's A R C H I T E C T S 6 Grou02 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-774-4078 Www.abde igngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628X FA813-886-2802 lgu 9VHDIP. de IAT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL• 3278-JORDYN II GARAGE SIFWG: LEFT PAGE: FOUNDATION PLAN 150 MP XP C SCALE: M NOTED SIMET s1 30" MIN. EACH WAY MONOLITHIC FOOTING }} Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED — °p CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS P 0 } SPACING REQUIREMENTS v m W aLL � y rFM V�m`, N - Z 8"CMU WALL O8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR O INFOUNDATION WITH 30" LEG EACH 0'-0"' TOP OF SLAB dl WAY AT ALL CHANGES IN DIRECTIONS I SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB ° MATCH AMOUNT OF CONTINUOUS BARS ° EXT. PORCH SLAB ° SEE SLAB SCHEDULE° .° 4"CHAMFER (1STORY) EXT. PORCH SLABW/ - VARIES SEE SLAB SCHEDULETOP OF GARAGE LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 12" ISOLATION e 6" CHAMFER (2STORY) #3 18" ER (15TORY)JOINT =MR (WHERE •�� • #4 2q" W/12"ISOLATIONER(2-STORY)APPLICABLE) z SEE SCHEDULE JOINT (WHERE APPLICABLE)R DULE30" WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 36 36ANTITY SIZEDIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (w. 2 TO 3, PROVIDE 2 BARS), UNO - ��EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION L SCALE:3/4"=1'-T SCALE:3/4"=V-0" CORNER BARS DETAIL @ GARAGE 3 GARAGE DOOR SCALE: 3/4"=1'-0" RECESS U) w W 8+ w= LAP TOP PLATE A MIN. OF 48" N N AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CURB FOR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING N?k- MASONRY UNITS SET w WALL W/ SYP Z- 0^ AT ELEV: w d I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ 0'-0" j m NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W!2" O 0- SECURED W/2-PART of TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH g I EPDXY. MIN. EMBED PLATE EPDXY 5-12" EMBED. MIN. @ 16" OC Q 8", UNO SIMPSON SPH4 OR SPIES MAX. Q 0 FOLLOW ALL MANE. BTM AND TOP PLATE =K SPECIFICATIONS FOR rn 2 ANCHORS W/10dx112" RECESS AROUND GARAGE 312'DIAMETER CONC. = m USE AND I Hm PREPARATION OF C') 4 4 COMMON NAILS FILL ALL N HOLES, DO NOT USE 10d w A DOOR OPENING FILLED STEEL PIPE 6k6 METAL PLATE BASE W/ 12"x6" HOLE. IZ a: oO O} x Y IxSEE SLAB SCHEDULE Q +- 0'-0" ANCHOR BOLTS TOP OF SLAB ° ° CHAMFER (1 STORY) 4 LAP TOP PLATE A MIN. OF 48" 6"CHAMFER (2-STORY) ° AND NAIL W/ i COMMON ^ NAILS, 2-ROWS,, 4" BTM. VERIFY HEIGHT • ° a �° LAP TO OCCUR OVER STUD OF WALL W/PLAN EQ. EQ._--SEE SCHEDULE 2x4 OR 2x6 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 W/10d MASONRY NAIL 16"O/C STAGGERED. SCALE: 3/4"=1'-0" (W/UPLIFT) 5 6 SCALE: ADDITIONAL METAL SCALE: 3/4"=1'-0" 3/4"=1'-0" CONNECTORS NOT REQUIRED WHEN NO w_ m UPLIFT IS PRESENTof . SLAB SCHEDULE of [SEE TOP OF SLAB LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, I I ` VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD -L OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z E -• A ° WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE d ^ EQ. EQ. EE SCHEDULE BTM. PLATE TO BE PT. SECURE T. PLATE TO O } FOR WxD, BAR SIZE PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL N AND BAR QUANTITY 16' O/C STAGGERED. 4 W ADDITIONALMETALNOT m41r INTERIOR CURB FOUNDATION WOOD WALL CONNECTORS NOT v a O SCALE' 3/4"=1'-0" (NO UPLIFT) REQUIRED WHEN NO UPLIFT IS PRESENT. u! O 8"CMU WALL 8'OCMUDFILLED CELLNTVP )P) 2X WALL FRAMING TOP OF SLAB ° SEE SLAB SCHEDULE 12" DIA. SIMPSON STS2 BOLTS 5" +- 0•-0^ SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOP OF SLAB Z Z GROUTED CELL, 4" FROM ENDS AND w "ISOLATED" COLUMN PAD 16" O.C. VERTICALLY MAX ° - CENTERED UNDER WALL ° • ' • POURED MONOLITHICALLY WITH —� I WITH ------ FOUNDATION AND SLAB I SEE SCHEDULE - - SEE SCHEDULE �FOR WxD, BAR SIZE , / FOR WxD, BAR SIZE `---5� AND BAR QUANTITY ✓ AND BAR QUANTITY �/II.. 8"x8" MASONRY COLUMN W/ INTERIOR FRAME BRIG WALL TO (2)#5'S ARE DESIGNED TO BE COMBINED EXTERIOR MONO- PLACED IN CONTACT WITH INTERIOR FOUNDATION WOOD WALL BLOCK WALL CONNECTION THE INSIDE OF THE INTERIOR 9 SCALE 3/4"=1'-0" rNO UPLIFT ` ) L FOOTING AND COL. PAD I SCALE: 3/4"=1'-0" II-- B EXTERIOR FACES OF THE BLOCK AS SHOWNW/#5 SCALE: 3/4"=1'-0" DOWEL IN FOUNDATION. ❑ © l �,,�DOUBLE FILLED CELL 1 G SCALE: 3/4"=1'-0" 1RCX IT ECTS1 6 Design GrouP-LLD 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407 7746078 FAX: 407-774-4078 w .abdasigngroup.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 111111111111 0111111111: 9UHDIV. de LOT-74 SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL: 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 15 MPH STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS MIN. 10" EAD W/+1" NOSE Qa ❑ 8" CMU WALL PAVERS #4 REBAR (TYP.) m w - 0'-0" h - 0 -0 h m W TOP OF SLAB o' -- '• TOPS K SEES LAB SCHEDULE o < Q Z 1/2" RADIUS OR g w a,: CHAMFER a ° w p\ ° SEE SCHEDULE FOR WXD, BAR SIZE w Z 3 w ° AND BAR QUANTITY LA— ° O ¢ • ° ra <°a • m O EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING (-,--�EXTERIOR STAIR DETAIL r-,--�INTERIOR CURB FOUNDATION CMU WALL 1 `� AT ALL PAVER AREAS SCALE: 12"=1'-0' SCALE: 12"=1'-0" SCALE: 3/4"=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 BT. PLATE TO SLAB W/ SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 1/7W" WEDGE ANCHOR W/ 2" a a WASHER SET IN HIGH STRENGTH Q 8" CMU WALL41r EPDXY 5-12" EMBED. MIN. (j 18' < m w U SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE v ANCHORS W/ tOd x 7 72" a SEE SLAB SCHEDULE N COMMON NAILS FILL ALL O HOLES, DO NOT USE 10d +- 0'-0" 1 -- x 3" SEE SLAB SCHEDULE TOP OF SLAB ° a 0' 0" TOP OF SLAB ° EE SCHEDULE ° • ! FOR WXD, BAR SIZE AND BAR QUANTITY ' SEE SCHEDULE FOR BAR SIZE AND BAR QUANTITY BAR INTERIOR FOUNDATION CMU WALL5K 4 INTERIOR FOUNDATION WOOD WALL 5 SCALE: 3/4"=1'-0" (W� UPLIFT) A RCN IT EC TS6 DesiLn Grou L 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 4077746078 FAX: 407-7744078 www.abda ipgroupaom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 81"86-2802 SxmDIV. & IAT: SILVERADO LOT #8 BLK 110 PROJECT# 03719.001-08101 MODEL• 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND B EAM TIE VERTICAL REBAR TO HORNTAL VARIES PER ELEV. q REBAR W/ 10" HOOK - GROUTEDIZOBOND BEAM VARIES PER ELEV. ° � JJ Q O Q p #5 BARS • m m � • 8" 1T HOOK M C) —Za ,� e ° � AN OUT REQUIRED m 1._0.. w � FOR INSPECTION b _ O O � •_0•• a FIN. FUR. A TIE ERREBARTO ° HORIZONTAL <I - ❑ o ❑ ' REBAR W/ 10" HOOK RE BAR SIZE 48 BAR DIA. L* Z �0 #3 18" #4 24" CMU UNIT DIMENSIONS y ARE NOMINAL SIZES IJ #5 30 #6 OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. #3 18" O 42" #7 42" METHOD #4 1 24" MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTAL/VERTICAL #5 1 30" %� REINFORCING REINFORCING #; ;2• SCALE: 3/4"=1'-0" A N C E I T E C T S Grgn oup- . t41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 —.abdmIgngroup.com AA #: 0003325 Al 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 11111111111nnnm StmDIV. ac I.OT: SILVERADO LOT #8 BLK #10 PROJECT* 03719.001-08101 MODEL.• 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH VWJI 2 D OB/25/21 SCALE: AS NOTED SKEET S1.2A 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I 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 PSS36, .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 8 DESCRIPTION REMARK 1Q (2) 2X6 2Q (2) 2X8 Q (2) 2X10 S' CM WALL REP. PER PLAN CRICKET LINE S' X IS' LINTS. OMITTED FOR CLARITY Up/ (3) 5 5/1R UNO, PROVIDE BB2 DOUBLE 2XI2 PT WHERE ROOF LEDGER W/ 3/4' TRUSSES BEAR, TOP DIA J BOLT PRE-ENG. ROOF OF WALL, EL. 9'4", UN SEE 504EOULE, - TRISSE6 • 24' STAGGERED FROM OL. B81 @ 9'-4" OPPOSITE SIDE SIDES 10'-8 3/4' AFF IL - 2ND FIN FLR 3 4 ' 8F16-1T/iM/OB 9'-4' AFF A� R� 5OT. CF U-IM y I MIN. 5/S' TYPE I mo*� mo FLSYOORMG GTP BORAD DBL 2XI0 P.T. STEM LEDGER W/ I 52 (SEE FIRST FL°°R�^� GARAGE 3/4'DIAJ-BOLT SEE SCHEDULE. 3 ,LA,) ST GGEIRED FROM m ro OPPOSITE S PE BRG. 9 4" BRG. 10 8" 6 BRG. 10'-E SECTION ALINTEL SCALE: I/2' - I'-0' SEE TRUSS PLANS 1 FOR EXACT SIZES BEAM SCHEDULE ® INDICATES OPENING BELOW/T.O.B.=TOP OF SEAM/ B.O.L=BOTTOM OF LINTEL/T.O.A,=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (psi) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bxi6 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID I '16-1T/OM/OB f, I I CH5 F BRG. 9'-4" S s' BRG. 10' 8" I I I16-1T/iM/1B i 8F32-1T/iM/0B BOT OF LINTEL @ 9'-4" 13'-0" MIN. LINTEL LENGTH FOR 1 P-8" OPENING TOP OF WOOD WALL, EL. 9'-4" UNO, PROVIDE BB1 WHERE FLOOR DEL STUD UNDER HEADER TRUSSES BEAR, TOP OF WALL, EL. 10'-8", UN 0 8 DBL STUD 0 UNDER HEADER .1 8 3 1 = LBW BW LB W 8 T OF WOOD m 1 WALL, EL. 9'-4" DBL STUD 8 J DBL STUD UNDER HEADER 1 0 UNDERFLOOR SYSTEM ' m DEL STUD 8 1 0 UNDER FLOOR 1 SYSTEM Ie 3 � Sl TOP OF WOOD m +� WALL, EL. 9'-4" € o TM I I I{' -CRICKET 1 BRG. 10'-8" g L BRG. 9'-4" S NO, PROVIDE BB2 # 8F32-1T/1M/OB WHERE ROOF TRUSSES I BEAR, TOP OF WALL, 8 ! - EL. 9'-4", UNO 3 ; 8RF30- I I iT/1M/OB of BOTTOM OF LIWEL @ > 9-4 Y5 BRG. I= },� BF8-1T/OM/OB F1--1 1OEM/ B m M� J A lLjEll Ell1 0 B82 @ 9,-4,. h 0 SF52-1T/0M/1B 2SIDES 1 l 4 E I I � 1" # 8F36-1T/0M/1B LIFT BEAM PLAN SCALE: 1/4"=1'-O" A R C H I T E C T E 6 GrouS F $41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 —.bde lgngroup.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 IIIIIIII sysDiv ae roT•. SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL- 3278—JORDYN II GAAA6E SwiN6: LEFT PAfiE: FIRST LIFT BEAM PLAN (CAST—CRET ) t. 150 MPH 20 SCALM: AS NOTED SHEET S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK— 30"TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1M SCALE: 3/4-l'-0" OPEN FACE SHELL SO AST ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 70. Z E b #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. m -E REINF. SARIS), !ROUTS BENEATH SINGLE LINTEL, MULTIPLE OPENINGS F=FILLED W/ GROUT (Y\ U=UNFILLED NOMINAL WIDTH 16-1 T/1 M%C P09�F�F\ HEIGHTL # OFF # f 8 P� HEIGHT #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING_ 2, IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x8 BOND BEAM W/ (1) #5 BAR GROUT SOLID FROM — # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND BEAM COURSE BEAM, IF FILLED LINTEL. THAT XFXX -1T/1 WOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - lT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST °a 1/4' WINDOW SILL `SLOPE 8x8 PRE -CAST CONCRETE — LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF OPEN ING - Z' OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION SCALE- 1 72"=1'-0" SINGLE #5 CORNER — BAR, 30x30 TURNED UP OR TURNED DOWN INTO FILLED CELL STEEL REINF. OF BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" TYP. BOND BEAM 1#5 TYP. 8"xl6" BOND BEAM 1#5 8xl6 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE TOP OF w BONDBOND BEAM TOP OF OPENING SEE NOTE 5 MASONRY 2 BEAM DESIGNATION SCALE: 3/4"=1'-0" PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE. DO 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 SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4"18" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING WI MIN. 2-12d PER BILK EA. END OSB SHEATHING WALL ARCHWAY FRAMING DETAIL J SCALE: 3/4"=1'-0" WOOD SECTION FASTENER SPACING d6 -2' MIN, 2}" MAX s.=21"MIN, 9"MAX (2)2YA 5=1+'MIN.2?MAX MIN, 2 j" MAX d.=2" MIN, 2}' MAX s.=2}"MIN, TMAX w2.6 s=1}'MIN, 2}"MAX 2 j' MAX d. =TMIN, 2}" MAX y=2}'MIN, 9"MAX s =1 }" MIN, 2+}" MAX e = i' MIN, 2 }'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS a = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT O SCALE: N T.S. A R C H I T E C T S Design Group"LLG 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abde 1pgroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORI CIA 33634 PH: 813-886-2628 FAX 813-886-2802 SvsDly ae LOT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001- 08101 MODELC 3278—JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 15fWH . C Dp 06/25/21 SCALE: AS NOTED SHEET S2.1A 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A 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. 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"' .2 718" 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A24 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 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4- (3 Y2"x5 X') SYP. ABU46Z W/5/8" CIA x WD 1 PT., WOOD POST 5" EXP. BOLT f--------I FIRE I DRAFT STOP � I 3/4" SUB FLOOR �L 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR.TRUSS ELEV. VIEW 1 PRE-ENG. FLR. JOISTS—I� 3/4" PLYWOOD—_ ,�JI11I DRAFT STOP II PRE-ENG. FLR. I fl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS m _-_m m m r 1 y,S U U w w w w w w w w w w w U U 1`�� 1 DJ'I I II U B II II � II II � I II II II ICJ, N CJ31 p n u I 1; I n II n n 4= ICJ3 1 ! CH5 1 CH7 J. a1________ 1 IIII II II II II II II II II 0 II II I. II II II II II II II II FOR L8N3LE ENINITH II ; I �� �� II II II II II II II II I III II II II u n u II u u u u I pI u u u 4 WO D BE IN G II II II II II II II II II III II II II ALL /SYP 0.2 STUD @ 12' .C.. II u u u II u u u u lu u u u II T '.F IM°D II II II II II II II II II III II II II II II �� II II II II II II II II II II II II II II II II II II II II II II II lY 1 — Bk1 H Bk1 U Bk1 Bk1 U Bk1 U Bk1 LBBk1 LILBW U Bk1 U Bk1 Bk1 LLB J71GR LBw C61 =_ — ----- 91 2X4 WOOD BEARING -= WALL W/ SYP NO.2 STUDS@12"OL TOP U WOOD WALL 4 �I ,1 O 1c=== r• --�li STAIRS EL. 9'-4". C82 — J19GR — m m A7 u— _ = z2X4 WOOD BEARING 4 t0A I ♦ WALL W/ SYP NO. 2 2X4 WOOD BEARING I -JOISTS SPACING ES SEE a STUDS (� 12" O.C.. I WALL W/ SYP NO.2 1 ' 1B .1 I ♦ PLACE DbL STUDS STUDS 12" O.C.. A7 =_ =—=—p ♦ UNDER EA. I- JOIST --- ----- 1 1 ♦ D'\' A71 _I _v A7 -- 1 == . J I PREFABRICA D WOOD ROOF I STAGER LEDGER A71 TRUSSE @ 24" O.C. MAXI BOLTS ON EA. SIDE OF LINTEL 1 El s 1 1 1 I IGR 1 CJ5 =_ 1 �ELI'� — ` ©'olllo��lol��ol�,•r� ,T�;Iol�loll o ®Ell, I CJ3 n n n n n n L:J3 CJ11 II u II II II II ' 1 CJ1 � 1 U U U FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" A R C 8 1 T E C T E Des Ign ff`UL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdesigngrou"" AA #: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81&886-2628 FAX: 813-886-2802 sUHDIP. & LOT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL• 3278-JORDYN II GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 1 PH C N SCALE: AS NOTED SHEET S3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {i) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATETRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SSS-TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0" 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 112-HIGH STRENGTH CLG.BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE hf 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. FLOOR TRUSS CONNECTION @ L.B.W. 4 (NO UPLIFT) OTCH DEPTH 114•D 411,1w HOLE EDGE>5/8" HOLE DIAMETER y5'D SGL STUD OUTERSPAN -IIQI THOLE EDGE >5/8" BTM.— PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0" HOLE DIAMETER 3/5'D DEL. STUD ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 --� TRUSS ANCHOR WITH (9) 10d x 1 J" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. TWIT(4)J'xSIMPSON LGT GIRDER TIEDOWN N HID TO WITH (4) �' x 5" TITEN HD TO CMU AND (12) BIDS }'x 2 }'TO GIRDER 84H SIMPSON FGTR GIRDER TIEDOWN WITH (2)7 x 5" TITEN HD TO CMU AND (18) BIDS Ix2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL IRA C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED i6d (2) }" x 57ITEN HD TO CMU AND (18) SDS }' x 3" GALV. COMMON NAILS. 1.2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN_) 2A 2B 2C TYPICAL ROOF SCALE: 3/4 V= 0" GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dx12 HDG NAILS @ EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB — GIRDER/WOOD POST CONNECTIONS 5 NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B-SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C-SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 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. 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 C 12 SCALE: 3/4"=V-0" # 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7COVER & 2" APART REPAIR OF MULTIPLE �� MISPLACED EMBEDDED TRUSS ANCHOR J SCALE: 3W=1'-0" 6'-0" MAX (W IX4) OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" 1 1 ) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3)"X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEEARCHITECTURAL MIN. EMBED. AT 32"OC ixb DIAGONAL MAX. BTM.CHORD PRE-ENG GABLE TRUSS SECURE GABLE To 2x8 BRACING, SEE P.T. PLATE W/ 12d'S 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) l0d's @ EACH TRUSS TO BE INSTALLED @ . BTMCHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES ix4 BTM. CHORD BRACING 6'-0" O/C —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/(2) lGd DEPICTED SEE PLAN LS AT COMMON RSECTI NTYP. C CHORD CHORD BRACING INTERSECTION TYP. / v SCALE: 3/4"=1'-0" 5'EDGE CENTRAL 2z MAx.w 8"EDGE SPACING SPACING OPEN WEBTRUSS SPACING SEE SEE SS TM. CHEDUL SCHEDULE SEE FRAMING PLAN TYP TYP P LEDGER EOA D EDGE • . . . • • . . • SPLICE (OR END OF LEDGER BD.) Z =E SCHEDULE FOR SEE LEDGER w EDGE (2) 2x10 SYP PT. )LT SIZE 51/2" SCHEDULE LEDGER BOARDTO BE N. EMBED. (TYP) 1. ENSURE THAT EXP. USED WITH O.W.T. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" A ALL AROUND BOLT. 2. END OF FRONTAND REARLEDGER SHOULD LAP A MINOF 4'-0". (2) 2X10 3. ALL BOLTS TO HAVE SYP Pi ZWASHERSZ4. EXP. BOLTS/J-BOLTS(2) 2X8SHOULD NOT BE ANY SYP PT CLOSER THAN 6" O/C. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLTSIZE MIN. END DISTANCE CENIRALSPACING A DOUBLE 2X8 1/2" 8" 16"O/C E DOUBLE 2x10 (2) 3/4" 8" 22" O/C WOOD LEDGER DETAIL I v SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END / PRE-ENGID TRUSS SCALE 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ��ALTERNATE MATERIALS I I SCALE: 3/4"=1'-0" A R C R I T E C T E 11 GroulT . 441 N. RONALD REAGAN BLVi LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W .abdeslgngmup.ccm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAM PA, FLORIDA 33634 PH: 813-886-2628 00 FAX: 813 886-2802 rl�lun� 9xmDIV. & LOT: SILVERADO LOT #8 BLK #10 PItOJEOT# 03719.001-08101 MODIM 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 15 H 9xmDIV. & LOT: SILVERADO LOT #8 BLK #10 PItOJEOT# 03719.001-08101 MODIM 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 15 H FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECUREDTO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W1(6) 3116" ° 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 SCALE3/4"=1'-0" : 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" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12"HOG NAILS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3/4"=1'-0" DTRUSSES W/ tOd @ 3E O.C.1ST PLY INTO LEDGER AND 10d @ 3" O.C. S TAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION LL O ;F: OV x PER ELEVATION=—z 2x4 P T. CEILING NAILER W/ MASONRY NAILS 12" O C 1X2 FIRE -STOP 3 XI #8 WOOD SCREWS �M = x2"LONG @3"O.C.; yllllll STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 JtL EA. TRUSS /4 NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BL 2X10 LEDGER SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL DBL PT 2x6 BLK'NG BETWEEN 2x STUDS PER PLANS 2x STUDS PER PLANS TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: (TTOP FLR TRUSS STAGGERED UPPER PLV INTO 2x6 x 2" LONG @ 3" O C.; MI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. 4 #8 WOOD SCREWS x 2" BELOW STAGGERED OFF NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) LONG 3" O.C.; CENTERLINE OFF 2x6; _ 3/4" AS SHOWN 2x4 BRACE @ 48" O C. w/ (5) 12d 1'-0" MIN. FROM 2ND. FLR. FLOOR DECK STAGGERED NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS AS SHON DBL 2X8 LEDGER MI 8d RING SHANK NAILS @ 4" O C. MAX @ BT. OF FLOOR TRUSS LI DBL 2X8 LEDGER 8" CMU WALL TO CMU W/ 12" EXP. BOLT INTO BLOCKING IS 2X6 IS FOR WALL TO CMU W/ 12" EXP. BOLT Intl, REINF PER PLAN AT 16" O.C. AND 6' FROM LEND W/MIN 5-12" EMBED. 16d NAILS @ 6" O.C. MAX SHEATHING NAILER) AT i6" O.C. AND 8" FROM Nl 8" CMU WALL 1X2 FIRE -STOP REINF PER PLAN END W/ MIN 5-12" EMBED. PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION FLOOR DECK � 3 O z NAILING PATTERN PER ELEVATION /4" LL 3 O o � < ff o NAILING PATTERN zx w PER ELEVATION N m =—� PER ELEVATION PER ELEVATION s O puQiQ z2w �E—Z 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD PER ELEVATION 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) 24" M 2x4 P.T. CEILING FLOOR TRUSSES (SEE MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ NAILER W/ FRAMING PLAN) @ 17' O.C. REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. EVERY TRUSS (VERIFY MASONRY NAILS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/TRUSS PLAN) @12"O.C. AT TRUSSES PARALLEL (VERIFYW/TRU 5 SECTION DETAIL X2FIRE-STOP SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR AT TRUSSES PARALLEL `JPRE-ENG FLOOR TRUSSES TO EXTERIOR WALL 6 SCALE: 3/4"=V-T PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOWW 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-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT W/2" A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d 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 MT812 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 hf 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#77239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. - LINTEL COURSE PROVIDE DBL. TOP PLATE ' PROVIDE BLOCKING o - .0 SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ FILL ALL HOLES, DO NOT USE 1/2'k9" WEDGE ANCHOR W/ 2" CONS. 2x4 SECUREDWl EACH 10dx3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS LED 10d'O" TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5A2" EMBED. MIN. @ 16' I V d I V U I U V OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 4• U SCALE: 3/4"=1'-0" 4 TRUSS TO POST CONNECTION A-SIMPSON MTS-12 U <990 LBS W/(14) 10d GALV. NAILS. • • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C-2-PLYSIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/(16) 1/4'k3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10) 114" X 2 12" BIDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION .7d AU SCALE' 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G.5,660 W/ 5/8 CIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP, BOLT C_SIMPSON HTT5 POST ON SLAB <1_1:4,565 W/ 518" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2" NAILS TO POST. A R C N I T E C T E Design GroulruG- i41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 —.abd-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 00 svHDiv ae LOT. SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODEL.• 3278—JORDYN II GARAGE SWING: LEFT PAGE: DETAIL 150 MPH XP P TE D06/25/21 SCALE: AS NOTED SHEET S3.1B 47'-4" 43'fi" 38' 2" 33'-6" 29' 8" 24'-10" (1) #5 REBAR GROUTED CELL BENEATH - WINDOWSILL O Uz J c� X � U � o WO N - IL O r 18'-4" Y lV (1) #5 REBAR _ GROUTED]CELLBENEATH WINDOW ILA LJ T-0" 14'-0" - (1) #5 REBAR 17'-10" GROUTED CELL BENEATH WINDOWSILL Ell IL 2'-4" 5'-1 o" SECOND FLOOR DOWEL PLAN SCALE: 1/4"=V-0" A N C N I T E C T E Design rou GLL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w abd-igngroup.com ` AA #: 0003325 J 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 sysanr. aioT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODET- 3278-JORDYN II GARAGE SVWG: LEFT PAGE: SECOND FLOOR DOWEL PJXN 150 H FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HOG 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'). 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 SIR E DESCRIPaTION REMARK D (2) 2X6 0 (2) 2X8 p (2)2X10 BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.O.S. =TOP OF BEAM /B.O.L.=BOTTOM OF LINTEL/T.O.A.=TOP OF ARCH /T.O.S=TOPOFSLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ft (psi) IZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 8131 MASONRY 3000 Bx16 (1)#5 (1)MS N/A GROUTED SOLID 3132 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID T-0" „ IT-1)" „ 18'-0" ---------T------------------------------------------------------- 8F16-1T/0M/0B II 8F16-1T/OM/OB x--UNO, PROVIDE BB2 (8x8) II WHERE ROOF TRUSSES 1 BEAR, TOP OF WALL, EL. ; `� II 19'4", UNO J. 4 - - - - - - - - - - - - - - ---------T ♦ ♦ II �♦ II 4p J*I �,� ♦' II r 0 I ° ;� ' a o j II ♦40 y aF16- ♦ o Ell 41 -- -- GR5 41 T-0" ♦ ,11 � 41 � II � ♦ ,III, i i II' `• a ,`� GRS t:l �8F1�1�/0mm- 8F1 -1T/OM/OB l---------------- A GR2 BF16-1T/0M/0B ----------------- SECOND FLOOR LIFT BEAM PLAN A R C H I T E C T E-1 6 Design Group- . 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abde lgngroup.00m AA #: 0003325 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 IIIIAIIII 9xm3DN. ac LOT: SILVERADO LOT #8 BLK #10 PROJECT# 03719.001-08101 MODET- 3278—JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST—CRETE) 150 MPH E . 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. 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / 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. CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 CJ5 CJ1 ROOF r--------------------- BELOW I I I I DIAGONALS FOR BOTTOM CHORDBRACING @ 20'-0" O.C. MAX (TYP.) 1A 1A I 1A 1A 18 I T-0" 17'-0" 18'-0" T-0" II II II ; II �� II II �I II II II n n n n n _I�UI_ JUI_ ii �— 'IILLa II II II — II II II II II II II II II II Ii06 it II II II II II II II II II 11 II II II II II ii ii II II II�� II II II II 1 � f n n n n n �I II— �I--II--ai =vII� i— n inI—--�c=—=— n n n n u n o_ u n u n JI IDG nvI II II � Q, II I N Q a 11 ��A 11 Y 11 I " _II —I1I1 hII nI1I1 u iiI I I InI w�n InII Qu II � II II � II fl II II II II II II II �A II II nI — I — n — — II u n n n n n Y n Y u u 11 II 11I II II II I', I n II II 11 II II � 0 II II n n n GR5 — II II II EJ5R ° 7-0 EJ5R --_ 11 II II II II II II q II II II II 11 ____ 1A 1A II II EJ5R = II II II II II II 1< EJ5R =—_ "Slq ilk--('IH II n = I o 1A EJ5R II tl I T I 1 � II II II II 1� Ipl Y I 1A GR8 AS 1A U T U U + 0" GR2 _ 1A - CJ3 --__----- LO----- I n -- BELOW _J1 II CJ7 O 0 I iU U W W U U ✓s I I L__--ROOF--------___J BELOW ROOF FRAMING PLAN SCALE: 1/4" = V-0" CJt CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 CJ5 CJ3 CJ1 A N C N I T E C T E G own LONGWGOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdwigpngroup.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 SUED-T SILVERADO LOT #8 BLK #10 PROJEOT# 03719.001-08101 MODEL4 3278-JORDYN II GARAGE SWING: LEFT PAGE: ROOF FRAMING PLAN & NOT 150 MPH ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020)TSEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. 1 ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 21/7' 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 23/9' 0113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/9' 0.113 F1667 SCREW -NAILS RSRS-01 ROOF SHEATHING EX TERIORSHEATHING z USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" o 0 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & j 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT °1 INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH IV ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING ZONE 1. 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 31 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. I. li TYP. EXT. SHEATHING ATTACHMENT NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE I.d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING . C#8 2" DECK SCREWS @ 6"-B" O.C. MAX @ EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TVP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS A F ROOF WIND DESIGN PRESSURES NO (GRos 1 —7-16 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ER RCONTACT —NON eoLr ac1A's"DAl orc(I. N osr - THIS ENGINEER FOR SPACING ""NOTES � REQUIREMENTS Irw w�=.l +a ac _ zA oK NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. Vv1 NDOW 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. U MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/333M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 701 EDITION ALL EXPOSED EDGES OF CONCRETE ARETO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF ILCO PROVIDE 6MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER All SLABS -ON -GROUND WHERE INDICATED ON MEIVE ELASTICITY = 1,400,000 PSI. ALL HOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. TAPPED 61NCHETHYLS AND SEATED WRHAOHE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. VVOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SMALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE RAWNGS FO OW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BROUGHT D u L BE EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR MO 711, EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDI NG PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH Zx STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. 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 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SE O UENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING. TEMPORARY BRACING, GUYS OR TIE -DOWNS. \NEEDED WIRE MESH, SHALL BE ASTM A1054/AIG64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BYA PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DONOTSCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BEA MINIMUM THICKNESS OF 0 O36'AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAVANGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOFLIVE LOAD FLOORLIVE LOAD 40 : : AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COM MENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED psf 20 psf TOP CHORD -N-mncurrent REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #6 BAR - WOOD TRUSSES. 10 PSI BTM CHORD -n—ncv t P 3042" #5 BAR - #7 BAR - TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LOPPEDD A AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pst TOP CHORD 20 psf TOP CHORD (7 psf "'I ASPHALT SHINGLES) (10 psi w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1 O psf BTM CHORD 5 pst BTM CHORD THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W ND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psi WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=150 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pe, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pd,, HABITABLE ATTICS AND ATTICS SERVED VIA FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40PEE GUARDS AND HANDRAILS: 200psf. GUARD IN -FILL COMPONENTS: 50psf. PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50Psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psE STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40 psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORI DA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (INS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAW NGS WLL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OFT E CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL 70 THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WTHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAW NGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON -TRACT DOCUMENTS)ARE PROHIBITED WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERW SE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO IT, 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 3/8" 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 WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL TH E OWNER SHALL RETAIN THE SERVICES OF AN 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 CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM AWIA36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASOD/ASOOM, GRADE S, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S. Fy = 2,500 PSI REGULAR FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi- TUBE AND PIPE COLUMNS SHALL BE CONCRETE-FIL ED IN THE SHOP. WEIGHT 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLYWITHALL THE REQUIREMENTS OFAG 318AMASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SWILL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS RNAL POSITION SHALL 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 WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FORCONCREFE CAST AGNNST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1W FOR #5 AND SMALLER 2'FOR #5 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-1(1" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS A R C R I T E C T 3 Grouse [41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 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: 813586-2628 00 FAX: 813-886-2802 IIIIIIIII �'eses's 8UHDIV. de LOT: SILVERADO LOT #8 BLK #10 PROJECT#)# 03719.001-08101 moDEL" 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150— C 150 MPH EA Cj © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLESINSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASC lo—e" MAX. DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JO �BY OTHER 2-1/4" EMB. 1X2 WOOD BATTEN 11 OFFIT 1O `-J-CHANNEL O3 DETAIL B FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED( 12" O.C. MAX (INTO NEL 3Q (2)WOOD) IN J-CHANNEL SLOT 4" MAx--c4 6-- J-UHANNEL FASCIA 12 BATTEN STRIP ANCHOR WOOD BATTEN @ 10d NAIL AT EACH STAPLES INSTALLED Q7 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7Q STAPLESINSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS NEL 30 J' MAX �— DETAIL D O STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS 01 ® J-CHANNEL r%rT A In r TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION f SOFFITS __' � SEE DETAIL'A' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) #OFFImT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — — O SOFFIT INSTALLATION SCREW, 3 J-CHANNEL BATTEN ATTCHMENT e" FASTENER SPACED 24" Og MAX. MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO fo—CONCRETE/CMU WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) OR TRUSS/JOIST/RAFTER BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O 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. 3.519 EAVE WIDTH =:=r;:: •••-___?- .375 .375 (ROOF ::?R? .4 3.625 3.625 3.6 OVERHANG) 5 \ .08.08 .0 12 "-CONCRETE; OA I CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C N I T E C T E 6 (�rDesi n LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 —.andesigngroup.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 EiMr)m & LOT: SILVERADO LOT#8 BLK#10 I-ROJECT# 03719.001-08101 MODEL: JORDYN GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 150 MPH W. jCj SCALE: AS NOTED sFMET SDI �� � v� ��, �� ��`� fir-� ,� v �tiu ��� 5\