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HomeMy WebLinkAbout35938 Morse Willow Ctr - 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. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE 3278-JORDYN 11 FOR: 12602 TELECOM [DRIVE, TAMPA, FL 33637 DESIGN CRITERIA: - TLORIDA BUUDIG CODE. RESIDENlMA4 EDISON (2020) -ALL LOCAL AND STATIC CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. RrMOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CALL. SQ.FT. CALC-'S IST FLOOR LIVING 1,616 SQ. FT. 2ND FLOOR LIVING Ibbm SQ. FT. TOTAL LIvMG 3.219 SQ. FT. GARAGE J00 SQ. FT. ENTRY (ELEV 14) 112 60. FT. COVERED LANAI 140 6Q. FT. TOTAL 4,230 SQ. FT. Tel= (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS ABV ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM LUMINOUS ADJ. ADNSTABL.E M.C. MEDICINE CABINET ALT, ALTERNATE MER. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N'I.S. NOT TO SCALE CLR. CLEAR 0C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLL PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP DISPOSAL RAD. RADIUS OF. DEEP RAG. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE, HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT, EXTERIOR SHWR SHOWER F.G./FX. FIXED GLASS SIN. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS TER. FLOOR S'ED. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR.DR. FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPEREDGLASS GA, GAUGE THKC THICK GAR. DISP. GARBAGE DISPOSAL I'.GC. 'POPOF CURB G.FT. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP TYPICAI. GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED HB. HOSE BIB OTHERWISE PLC. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR HT HEIGHT W,' WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS DESCRIPTION UPDATED PLANS TO INCLUDE I —JOISTS ADDED STONE CAP TO ELEVATIONS ADDED COMPONENT AND CLADDING TO SHEET Al UPDATED LED LIGHTS PER D.R. HORTON ADDED SIMPSON CONNECTORS L.LO. USP ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON UPDATED NEW FLOOR PLAN LAYOUT PER D.R. HORTON SENT FLOOR PLANS AND ELEVATIONS T40 D.R. HORTON FOR APPROVAL PLANS HAVE BEEN UPDATED W/ CORRECT TRUSS PACKAGE (150—C) SENT TO ENGINEER FOR APPROVAL MADE REDLINES CORRECTIONS FROM SHODDIER CHANGED ROOM NAMES PER D.R. HORTON UPDATED PLANS PER ZU AT DR HORTON REPATHED XRBFS FOR THE 2020 FBC vv0k� IF p�A INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION STRUCTURAL SHEET # PG S1-FOUNgATION PLAN PG SHp DE AILS PG S1.I DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN PG S3- FIRSTTFLOOR FRAMING PLAN PG S11A-DETAILS PG 3.1 -DETAILS R LA PG54-SECOND .2gg SC CNONNDggLFLLOggORLL��D�DTOWEL PNILAN G1 SR,�NLFLOGR ROOFBAMING G INI- FIT DETAILS DESCRIPTION Grouon 341 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-7628 FAX: 813886-2802 aimem� SU13DIV. AL: L.OT SILVERADO LOT #19 BLK #16 PItOJECT# 03719.001-19161 MODEL• 3278-JORDYN II GARAGE SWING: LEFT PAGE: COVER SHEET 15g,MPH EXP. 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) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 R3O2.5.1: 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 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3O2.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3O2.6 & TABLE R3O2.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/, -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 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 (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET 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 F196O FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/," PVC (SCHEDULE 40), INSULATED WITH T 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 FINNNIEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1O63 -19a AND R703.7. FIRE REMANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7, EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFTS 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) A R C N I T E C T a GrouOLLc. '141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .sbdesigngroup.eom AA k: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813486-2802 auimlamp, BVBDIV. de LOT SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL.• 3278-JORDYN II GARAGE OWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. C DATE 07/09/21 SCALE: AS NOTED BFIEET GN MASONRY/FRAME WALL LEGEND V-4' BLOCK WALL UN.O ON PLANS BRA. HGT. VARIES 8' BLOCK WALL LIND ON PLANS 19'-4' BRG. INTERIOR LOAD BR3. WALL U.N.O. ON PLANS 44' INTERIOR - LOAD 5R3. WALL U.N.O. ON PLANS SQ.FT. CALC.'S 1ST FLOOR LIVING I,618 SG1 FT. 2NO FLOOR LIVING 1,660 Sa FT. TOTAL LIVING 3,218 S(A FT. GARAGE 1" 80. FT. ENTRY (ELEv H) 112 SQ. FT. COVERED LANAI 140 SG. FT. TOTAL 4,230 50. FT. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP VARIES MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING 'j INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION KITCHEN ARIE BABE Q 4 BRACKETS AS WALL - �N£CE99ARY. VX6'X35-1/4' CABINET m D LOW WALL = 2'X6' STUDS • 16, O.C. W/ 1/2' DRYWALL TYP. CABINET SECTION A SCALE: NTS Oman rtNoCL400FoWeLOADS BARB:=8r0BIBEFOR3BE =GUBW O� Sam 201E m ANI Mo MO RBiMKB MDTRE FOOFAGE MIN. WINDOW 10 5 325/-435 CRITERIA EXTERIOR SWING 253 5 305/-39b OR MIN. CRITERIA SCID. MIN. 96 5 29.1/-33.9 CRITERIA 16010 O.H.D. 112 5 21A/-333 8010 O.H.D. 56 5 28B/-36.2 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 24'-0 PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONIRGLDAM 009 NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECIUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/9' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1/2'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS $HALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL$, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 OTH ED.) 302.1 34-am v 1 I HIS I COVERED CASUAL e I LANAI e 9DI'4CLG. I I I, I I r-ONDA _ FONDI 12'-2' ` J J 1 EGRESS 12080 SGO `BOT. aF LINTEL • I a+ 9'-4' AFF. I v BDRM 2 v 1 90 ROOM 4 9;v S'-4' CL& I X • C I --- 0 Q I • I P1 I e -4'KrrCL V 9 -4 CLG. I BATH2I 3'-II' 4'-6' 6'-8' 6• 4'-9' 6' 2'-4' 1'-10' 3'-2• wJ C. 9'-4' CLG. I 1 I 0 jp I I FLAT STAIR DATA: - • --O�f HDR 42' HIGH ITR • T $' FLAT i i I I/2 WALL 15T • 10' W/ HDR •� — REF.I — J,e I 9 U W/ CAP I' NOSING a.-0• 18H T—_-- FLAT HDR POWDER I I I I • PANTRY T-4' CLG. 0 LANDING I I 1 ?8 I :n 9'-4' CLG. 175 s ti s e p ® H 2x4 LBW 9 6' II WCIu 11 __ 2x6 LBW O 4'-8' 0 n 9 • FLAT HDR • n a.-0: 6'-2' 8'-9 4'-5' 10'-4' 6'-0' 13'-4' II'-4' 3'-0• 5'- 0 � - I FOYER �s ROOM r-'Fl x$'z l I I V 9'-4' CLG.I _ ATTIC L C!;A$Q_ J �n IJI J m 1 LITE DOORS STONE GARAGE - VENEER T 4' CLG. I� �� J I I-BOT.OF 6_4. 3,_4,1 0 9 II• I I I LINTEL • ENTRY I in ' 9'-4' AFF. 9'-4' CLG. I 0 0 a ------ -------------- OP OF COL. e v • 8'-8' AFF. M x " O.H. 7 -v STONE VENEER FIRST FLOOR PLAN SCALE: 1/4'.1'-0' A R C H I T E C T! 6 GaDeson 441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD.'. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 SU13DIV. 8o LOT SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL.• 3278—JORDYN II GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN %15/iNH A C JUL DATE 07/09/21 SCALE: AS NOTED BFIEET Al WALL THE CLEAR SPACE BETWEEN THE HANDRAIL ANC THE WALL SHALL BE 2-1/4 HANDRAIL 6 36 (2) LAYERS OF 3/4' PLYWOO OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILMG SECURE TREADS TO STRINGER - I1103)'6 3' SCREWS • EA STRINGER WTWREADED SHANK TO EMEND BEYOND THIQQUESS OF SUB -FLOOR SHEATHING A /. NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 1/41: 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. HANDRAIL SECTION A SCALE: NITS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN e+y'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 OTH ED.) 302.1 3/4' T4G SUS FLOOR GLUED , SCREWED PER FASTENER SCHEDULE IV-8 3/4' i 2ND FIN. FLR. \ i W-4' BIG. HGT. FLOORING SYSTEM (SEE FIRST FLOOR FRAMING PLAN) 2X HEADER OVER DOOR 2-8 DOOR AT STORAGE UNDER I STAIRS LTV' STAIRS F06M TO CONFORM TO POCK 1TH EDITION 2020 MIN.TREAD•10' MAX RSER•T 3/4' 3A6' MAX. VARIATION IN RISERS MADE ADJACENT TO EACH OTHER 3M' MAX VARIATION IN ANY RISERRREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 3/4' •-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WNDERS- MIN. 6' WIDE • NARROW END MIL 11' WIDTH • 12. FROM NARROW END 34' MIN. HANDRAIL W.T. 0'-0' FIN. FLR ('--� STAIR SECTION 1 SCALE: 1/2' G I,_01/2' . I'-0' (2) 25-SH EGRESS ROOT ---------------------amcm------------- ' 1 � 1 � 25-SH 25-5H --- �:1:!:!:!:!:!:1::".1:6101.:1:1:!.:l.:ll:!lo �i� ol•:ll.:l.:!:.11..:l:!lol:!:!:!:!:!:!:!. to � ol�:ll.3:l.:llaol!.:ll.:l.:ll:! Iq � ol� Le' i •� !., BONUS ROOM O ••, •• 0 #4 FIN to open"HIM CAT, I Olin ol':_e'_•_._:•••lol:::::_�:elol.�:::M::<::dd6L �'" `- o in 00464& SECOND FLOOR PLAN SCALE: 1/4' G I'-0' A R C N IT E C T S GrouSon 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 11111. FAX: 8134IM2802 op IINII��I SUBDIV. a LOT SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL' 3278-JORDYN II GARAGE SKIAiG: LEFT PAGE: SECOND FLOOR PLAN 150 H C DATE 07/09/21 SCALE: AS NOTED SHEET A2 AREA OF ATTIC = 2568 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIREOVENTILATION AREA = 256B/300 = 8.56 VENTILATION AREA X SQ INCHES PER FT,(144) = 1232.64 SC, IN, MIN. REQUI RED VENTI LATI ON IN UPPER PORTION OF ATTIC = .SX 123264 - 616.32 SQ, IN. OFF RIDGEVENTILATION AREA = 115 SQ. IN. FERVENT 616.32 /115 TOTAL# OF VENTS REQUIRED = 5.3593 TOTAL#OF VENTS PROVIDED - 6 SQ. IN PER SOFFIT VENTILATION AREA = 11,736 UNEALFOOT = 616.32 /11.736 OTALUNEALFTOF SOFFITVENTING REQUIRED = 525153 UNEALFT OF .AREA OF ATTI CIS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (E)(TERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHIANGS INCLUDED) — FIRE -ENG ROOF TRUSSES BOX OUT BEAM W/ 1/8' STUCCO FINISH 4 PAPER BACK WIRE LATH ON APPROVED HOUSE WRAP OVER IAV OSB SHEATHING / 6' WIDE STUCCO J BAND - TYP. 12' SO. CMU — COLUMN W/ 1/8, STUCCO FINISH 8' WIDE STUCCO BAND - TYP. I' 5' � WINDOW •I' .I' in DETAIL B SCAE: 1'• 1 L'-0. HURRICANE STRAP. /—SEE FRAMING PLAN V-4' BRG. HT. c0 PRE -CAST LINTEL v e r ;0"- 60'-0' FIN. FLR CONCRETE SLAB \ \"\\ \ AT PORCH �///////\ a ° #.. 01 SEE FOUNDATION —� FOR FTC. SIZE DETAIL A SCALE: 1'.I'-0' r, - B_ DETAIL C SCALE: V- I'-0' 5' WIDE RAISED STUCCO BAND •I' PROJECTION (TYP.) C 10'-S 3/4' 2ND FLR. HT..$ S'-4' 5' WIDE RAISED STUCCO C BAND .1 PROJECTION I _ FIN. FLR Ll �R14U- E GARAGE DOOR TYP. SHINGLE ROOF TEXTURED FIN1844 A R C N I T E C T! 1,1Desn LIIN14wV V V, hL Jl /DV PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ;I -0 DRAFTING BY: — 5' WIDE RAISED STUCCO A.B. DESIGN GROUP BAND .I' PROJECTION DRAFTING INC. (TYP) 5439 BEAUMONT CENTER BLVD. — TEXTURED SUITE 1004 FINISH TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886.2802 FS-1 MIN 12' $a CMU BLOCK NMICOLUMN OA STONES FOAM FRONT ELEVATION-H VENEER CAP 'EF NT OFF RIDGE VENT ■ TEXTURED FINISH TEXTURED �} FINISH 15 10'-S 3/4' 2NDFLR HT. ----------------'--—'-----'— ------' '--- 9'_4. - - — - — - — - — - — - — ' — - _ — - — BF=__1 0 i0 TEXTURED FINISH FIN----- -------'_ TEXTURED FINISH 0El A REAR ELEVATION-H ilill avaDIV ae IAT: SILVERADO LOT #19 BLK 16 PROJECT# 03719.001-19161 MODEL' 3278-JORDYN II GARAGE SWING: LEFT PAGE: FRONT & REAR ELEV. 150 MPH XP. C 712121 DwTE 07/09/21 SCALE: AS NOTED SHEET A3H avaDIV ae IAT: SILVERADO LOT #19 BLK 16 PROJECT# 03719.001-19161 MODEL' 3278-JORDYN II GARAGE SWING: LEFT PAGE: FRONT & REAR ELEV. 150 MPH XP. C 712121 DwTE 07/09/21 SCALE: AS NOTED SHEET A3H STONE VENEER ly OFF RIDGE VENT 5 _� 9 � 9'-4'� -------------- HT. TEXTURED TEXTURED y. FINISH FINISH e4. -------------- - - - - - - - - - --- --- -- -- 2N�T. ------------------------------- - f�B9-_4, TEXTURED TEXTURED FINISH FINISH v ____________________-_-_-_______-_- RIGHT ELEVATION-H (TEXTURED MW5W nol 19'-4- 5RG. HT4' y------------ F TEXTURED a FINISH 10'-8 3/4' 5 2ND FLR HT.w---'-- ----- --------------- '-- S. 4 - BRG HT � ------------------- -- TEXTURED FINISH TEXTURED FINISH FAN. FLR --'Its OFF RIDGE T ------------------ FOAM TEXTURED CAP FINISH v ca m'-m',J ' J k a FIN. FLAW --- ----- ---------------------'-------------------�c�c-�-- STONE LEFT ELEVATION-H VENEER L0NGW00D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813b86-2628 FAX: 813-886-2802 aiunnn� SVHDIV. a M74 SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEIU 3278-JORDYN II GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEV. 150 MPH C ELECTRICAL LEGEND SYM. DESCRIPTION di SWITCH Y SWITCH 4 LTANDARD Y SWITCH -yV ER SWITCH H7 BUTTON DISCONNECT T THERMOSTAT INGLE RECEPTACLE 025v/20-AMP SINGLE POLE) 110V DUPLEX RECEPTACLE �l 'IV DUPLEX RECEPTACLE (EGIUIPPED ( ITH GROUND FAULT I COVERED NTERUPTER(TAMPER RESISTANT TYPE) I i CASUAL � NDV DUPLEX OUTLET (HALF OF OUTLET I I ID NING (RED TO SWITCH) I FFORPRE-W1�Q VDINIZ XTERIOR WATERPROOFIGPI �,NTERUPTER) CLG FAN -11 � RECEPTACLE (GROUND FAULTrr 10V G.UADPLEX RECEPTACLE L_ �J L 1 \ GFI ® IIOV DUPLTEDEX RECEPTACLE (FLOOR ______ - - - LED LIGHTING 20V RECEPTACLE (4 WIRE :ONNECTOR) ® SINGLE LAV. BDRM 2 -0 EDICATED ED RECEPTACLE BATH 2 BATH ___ / L _ L I-Q L MOUNTED LIGHT PRE-WIRE FILING MOUNTED LIGHT FOR L // JUNCTION �� UNDER P. i DANT LIGHT CLG FANBOX \\ ( COUNTER I OD LIGHT / 1 `\ PRE -WIRE 1 FOR D.U.I. L SCONCE PRE -WIRE I '_6'. II I CLG PAN/' T FAN WITH LIGHT (I CFM PER SO: FTd I I R=5 ULB LIGHT FIXTURE SID J I \ OPT.ULB 1 LIGHT FIXTURE I I i �\ CAFEULB �FIXTURE48 LIGHT FIXTURE TRACK LIGHTING `- _ _ _ _ _ _ �"BAATTH4 ATTIC LIGHT WITH PULL CHAIN 17ra?� - � R CABINET LIGHT U" Sr�J \ ` \ `�--- � I � I //�i� --- KITCHEN I ® 1'x4' FLUORESCENT LIGHT (RECESSED) LED LIGHTING i °''F:! m 'x4' FLUORESCENT LIGHT (SURFACE SINGLE LA V . ' ' 1 �' ' \ POWDERRM Vp ---- / D/ -- �-�� -- -- 1,01 2'x4' FLUORESCENT LIGHT (RECESSED) x FLUORESCENT LIGHT POWDER\� b O RECESS LIGHT / � L N 1 C PANTRY GESS LIGHT (VAPOR PROOF) ILING MOUNTED LIGHT WITH J-BOX =____ R OPT. FAN aFI O O GA;CATION) jjEf, ECTRICAL PANEL (FIELD VERIFY --- 44'AFF.aMETER CFI• / \ \\\ GFI• •CHIMES / FLEX OX (WALL MOUNTED) 44'AFF. / 44'AFF. 1 FOYER ROOM m -BOX (CEILING MOUNTED) I/ ATTIC ACCESS W/ `\ I I ` PRE -WIRE I FILING MOUNTED PAN ; SWITCH 4 FIGHT —, i CLG PAN 0 T FAN (I CFM PER &Q. FT.) ❑ \ $ / GFI* /� I / PHONE04 JACK - - / 44'AFF. \ / b SMOKE DETECTOR (WALL MOUNTED) \ �' \\ SD/CO ® SD ' �� O DETECTOR (CEILING MOUNTED) /�/ GARAGE�" / �'' ® D DETECTOR C 1 1 MOUNT ) \ / �GFI CLG. \ 1 /' OUTLET 14IMES \ I ' _ I _ i• ' ` \ ® LING MOUNTED OUTLET FOR GARAGE\ \ /�I /' - / WPI OO U' `\ CLG. 1 GFI P.B. FOR CHIMES N V JACK �' �GFI OUTLET J \`\ I 1\ \ _ ----7�}-r� ENTRY OF OUTLETS o � \\ TO BE VERIFIED • HOMEOWNERw \ ------ - - - - - - - - - - - - - - PRE -CONSTRUCTION MEETING. � a lE • AOLLAI7 AMP BRANCH CIRCUITSAN TO BE AMCA 0 \I \\ FAULT PROTECTED PER ELECTRICAL PROVISIONS OUTLET FOR OF FBGR Ith EDITION (2020) 4 NEC 210.12 201'1 IRRIGATION EDITION. TIMER ELDIEll • 20 AMP DEDICATED LAUNDRY CIRCUIT.GPI --- 0 (NOT ONIT TCHEN • DISHWASHER DISCONNECTO BE LOCKOUT IN / / PRE -WIRE PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY / / EllaO FOR COACH LIGHT OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR Ith -_ EDITION (2020). • LAUNDRY ROOM RECEPTACLE &HALL BE GROUND PRE -WIRE -----•--------- FOR COACH PRE -WIRE FOR COACH FAULT CIRCUIT -INTERRUPTER PROTECTION FOR LIGHT PERSONNEL ON FEEDERS LIGHT • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Ith ED • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH ED (2020). FIRST FLOOR • ALL LAMP& SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT ELECTRICAL PLAN TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. lth EDITION IQ404_1 ELEC. FOR HOOD/ MICRO ABV. 1 E C N I T E C T E Gr)esol n 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdwigngroupxom AA N: 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 SUDDIV. de LOT: SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL.• 3278-JORDYN II GARAGE SITING: LEFT PAGE: 1ST FLOOR ELECTRICAL PLAN 150 PH A C 1, DATTE: 07/09/21 SCALE: AS NOTED SHEET E1 PROVIDE 3 2/0 CU, I % CU GNO 2" CONDUIT OR PROVDE 3 4/0 AL, I 04 AL GNO IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 200 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: COMBINATION . AMP A. ELECTRICAL MATERIALS AND INSTALLATIONS DISCONNECT /24 120VOLT I PHASE SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M SWITCH AND LO (2 THE FBCR TTH EDITION 0207. LOCAL CODES, AND ELECTRIC PANEL ALL LOCAL POWER COMPANY REQUIR MENTS. METER IN NEMA 5. ALL CONDUCTORS SHALL BE TYPE THHN/THUN 3R ENCLOSURE 2 UNLESS NOTED OTHERWISE. MCB MCEI TELEPHONE CAALE BERVIGE TELEVISION ENTRANCE SERVICE POUTER COMPANY �INTERSYSTEM E NTR,y.10E TRANSFORMER EQUIPMENT BONDING TERMINAL AT GRADE LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE. PROVIDE 3 '2/0 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 •4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC PR IOR RIOR TO BID. 1 s4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF FBCR 1TH EDITION (2020) 5/0" DIA X S FT LONG COPPER CLAD GROUND ROD 1 N C N I T E C T 8 6 GrouOL2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 Www.abdeslpgroupxom AA 0: 0003325 Ill DRAFTING BY: —104111 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813$88-2802 �ainmm� BLTSDIV. & 1.10 SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL.• 3278-JORDYN II GARAGE SWING: LEFT PAGE: ELECTRICAL RISER, CALCULATIONS 150 MPH E C ELECTRICAL LEGEND DESCRIPTIONNDARD SWITCH AY SWITCH AY SWITCHMER SWITCH H BUTTON I CONNECT RMOSTAT GLE RECEPTACLE (125v/20-AMP GLE POLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EO.WPPED GROUND FAULT RIJPTER/TAMPER RESISTANT TYPE) Ov DUPLEX OUTLET (HALF OF OUTLET iRED TO SWITCH) EXTERIOR WATERPROOP"I CEPTACLE (GROUND FAULT NTERUPTER) 10V OUADPLEX RECEPTACLE ® 10v DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE :ONNECTOR) -Q PEDICATED RECEPTACLE Fo UALL MOUNTED LIGHT EILING MOUNTED LIGHT NDANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SCl FT-) 2a3 BULD LIGHT FIXTURE tuna BULB LIGHT FIXTURE AaOQ= 9, BULB LIGHT FIXTURE B' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN V.�JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x O GESS LIGHT • CE66 LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) I-(v -BOX (WALL MOUNTED) (CEILING MOUNTED) MOUNTED FAN N (I CFM PER SO, FT.) 14 JACK (WALL MOUNTED) 3F(E)DETECTOR DETECTOR (CEILING MOUNTED) OX D D T ) D OPENER K RT •LOCATION OF TV J 4 PHONE OUTLETS 4 F TO OE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR lth EDITION (20204 • 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 ITH ED (2020). • ALL LAMPS SMALL DE SELECTED BY BUILDER AND �S% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION !RESIDENTIAL ENERGY EFFICIENCY) 2020, Tth ROOF I BELOW - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I 1 I I ------ROOF ---- JI BELOW I I I I I I L---------- ROOF ------------ BELOW SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4' • I'-0' (----------- I LED LIGHTING Cap DOUBLE LAV. BATH 3 LED LIGHTING @ DOUBLE LAV. BATH I A t 6 x I T E C T 3 Grgn oulnm t41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA 5; 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138864628 FAX: 813886-2802 mmmmmwnv uiuiniir BLTBDIV. & LZ SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL.• 3278-JORDYN II GARAGE SM/iNO: LEFT PAGE: SECOND FLOOR ELECTR AL PL 150 MP E . C awTE 07/09/21 SCALE: AS NOTED SHEET E2 4 ��I I we I � � l sHowE PRE - I I/2' F LL L,5T I I WASHER TUB AV LAV v4 2' 1 NI1/2' yy 11/2'� / 12 LAV ,I\y F/ LAV LAV 3 2--, 3-1 SHOWER ..._ \ 1i1 KITCHEN ROOF _ SINKW/F-------------- BELOW AUTO VENT I I 3 I I I I CO 4 NOTE: ALL PVC PLUMBED TRAPS 4, ARE TO BE 'P' TYPE. ,O 'S' TYPE ARE PROHIBITED. 41N PT.TTUPTIV(': PTgPP I I I I I I �_------__—ROOF ____—____—_J BELOW FIRST FLOOR SCALE: 1/4' . I'-0' SECOND FLOOR SCALE: 1/4' . I'-0' A R C N I T R C T i 6 GrouOLac, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813-886-2802 SLTSDIV. & LOT: SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL• 3278—JORDYN II GARAGE SWING: LEFT PAGE: PLUMBING PLAN 150 H E . C A R C N I T E C T R 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 ,`MALL. 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 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 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 PLATFOR $ 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, SHALL 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 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 OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m 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 In THERMOSTAT m PASS-THRU AIR GRILL I CASUAL I COVERED DINING I LANAI Ol2t ---- COUNTERSUNK 8 C.O. PLUG SEE SPEC. I ;o BDRM 2 KITCHEN I 1'-8'X8' CONC. F I FIN. GRADE --- SECURE STRAP TO GONC. CONDENSER o GREAT W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON UJB ROLL STRAP OR PAYING x ROOM 1, , OR EQUAL FITTING OR I__-OIO EXTENSION TO SOIL 1 o O OR WASTE AS REQUIRED 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "BXI 1/4' SHT. MTL. SCREWS ���2 i 4x11 x CONDENSER UNIT wINV.sEE 8x4 4 mx10 8 CONNECTION TO PAD SI 1 - 12' 8/A NOTE: MAIN COND. DRAIN 3/4' DIA. - e FRotll 8 _ OVER HEAD ® 12' FROM STRUCTURE OEXT. GROUND CLEAN -OUT (TYYPPovEN. i a 4 I I I I 4 8x4 �q PANTRY oa v 5 I l 0 0 x NOTE: m x_ ALL HVAC TO HAVE PROPER PANS W/ DRAINS FOYER v ATTIC � II FLEX CEILING SGORIATED NICKEL tlN OOR r - - - - - I ROOM o O EXTERIOR WALL BRONZE FL. PL.LL IF M �-----� I FROM PLENUM AIR RETURN ABOVE T y I SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES GARAGE BRASS PLUG y II -- AIR HANDLER EXTERIOR WALL OR EXTENSION TO ❑ I y 3/4' PVC CONDENSATE DRAIN LINE R WASTE AS RED EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB ENTRY ENTRY 91240-K JOSAM 560M T REFRIGERANT LINES TO INSIDES NICKEL BRASS TOP p PLATFORM RETURN CONDENSING UNIT CAULKPTUSPEC TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL SLOG. CODE N SECTION 301.2.4 OOO O O HVAC DRAINS OFLOOR SLAB CLEAN —OUT (TYP ) FIRST FLOOR MECHANICAL PLAN SCALE: 1/4' • P-0' el rrDesgn LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigigroup.com AA R: 0003325 00 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S13-SM-2628 FAX: 813-888-2802 9VHDM Se TAT: SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL• 3278-JORDYN II GARAGE FITTING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH E . C 7, DATE 07/09/21 BCAL C: AS NOTED 9HEET 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 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. 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 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 -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL, FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL -- --------- BE�OW------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L---------- ROOF------------� BELOW SECOND FLOOR MECHANICAL PLAN SCALE: 1/4' • P-0' A R C N I T E C T! 6 Grou0a "I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesipgroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-262a FAX: 813-8826802 SILVERADO LOT #19 BLK #16 PROJECTA# 03719.001-19161 MODZT. 3278-JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 150 MPH E C jili- 07/09721 SCALE: AS NOTED 2X4 TOP PLATE F PLAN F'RE-FA5 TRUSS 71 1/2' CLG. BOARD IQ' DRYWALL SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' Or — MAX FIN. RR 2X4 WOOD STUDS .24- O.C. SLA15 C: JI- IIN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a)TYPR INT. WALL ( NON- BRG. ) D1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER 5/8' GYPSUM BOARD FASTENER SCHEDULE OR 1/2' HIGH STRENGTH CLG. BOARD STRUCTURAL SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS INSULATION R-VALUES REFERENCE STRUCTURAL MTL. DRIP EDGE PER ELEVATION 1' 2x FASCIA PER ELEVATIONS R-4.1 INSULATION VENTED SOFFIT L WINDOW ATTACHMENT AS PER MANUFACTURES ��SPECIFICATIONS I I r REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND g' cm CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. DIRECTLY TO MASONRY 0— 0'-0' FIN. FLR a n W/ WINDOW OPENING es ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 1609.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (5)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4.I'-m UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. crax oo r.L LRe 1 {' 1•,4 w.lRN ItJ1R OAR LN •Ov Vl' 6T. Y W. wood RAaE 2 GAS LINE THRU BLOCK FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T, SECURED PER STRUCTURAL DETAILS I/2' THICK 2 COAT—L-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRr� 8' cm 9' III GALV. STLEL TRACK ERACK!TS FASTEAD 70 w2co Jxtie PER �TAL CIALV. Slfl b DOOR NBC. VERTICAL TRACK I' n yTTERS bo or MA/!. O PASTE 110 TO I TRACK ERACKETS� W/FRCDUCT APPROVAL REG 3_ GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE PRE-ENG WD. TRUSS aX 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8, GYPSUM BOARD OR 1/2' ON SHEET 8N1. HIGH STRENGTH CLG. BOARD PRE -ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. ' GMU i— WOOD BASE ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN a ACCORDANCE WITH FBCR 2020 4< ITH EDITION, SECTION R301.1.3 AND 1609.5.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (-6--'\1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. A R C N I T E C T• GrouSoLn zrvi n. rtunNw rtcnunn o�v LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdealgngmupxom AA #: 0003325 u. DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81"86-2628 FAX: 813486-2802 anmmia EIVBDIV. de I.OT: SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL. 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. C FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD.T ER FIBEIRGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WWI ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WD.T ER 24' O.C. MAX. LEVATION 24 O.C. MAX. LE METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENEI6aY REFER TO ENERGY ELEVATIONS GALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED IOH' S/8' GYPSUM BOARD ELEVATIONS O.R. . 8/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE -4.I INSUL. Z�Z STRUCTURAL W J Z W o r IyE LL W WINDOW ATTACHMENT w AS PER MANUFACTURES d SPECIFICATIONS ERENCE STRUCTURAL 3/4' T l G SUBFLOOR � 3/4' T ! G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK, 2 COAT ------------ OAT 0: iz GLUED AND NAILED AS NAILING 1/2'THICK, 2 COAT `o SCHEDULE PORTLAND CEMENT > PER SCHEDULE PORTLAND CEMENT E PLASTER APPLIED ul PLASTER APPLIED 77 LL DIRECTLY TO w DIRECTLY TO w MASONRY 7pVLEVATION MASONRY w m IX2 FIRE -STOP IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R ER LEVA110N LEVATION 5/8' GYPSUM BOARD 77 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD OLEER - - LEVATION IX2 FIRE -STOP IX2 FIRE -STOP (PAGE 83.I5 - DETAILS 314) (PAGE 83JS - DETAILS 344) R-4.1 INSUL. R-4.1 INSUL. 1/1' 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.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP IX2 P.T. FURRING STRIPS • 24' OIG. B' cm 1/2, GYP. WL. BD. WOOD BASE v v E A W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-V' A R C N IT E C T E i_rDe$rgn LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigigroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134UW2628 FAX: 813-886.2802 aemnl� OUBDIV. & LOT: SILVERADO LOT #19 BLK #16 PROJECT#F 03719.001-19161 MODEL. 3278-JORDYN II GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. C DpjNT ATE: 07/09/21 OCALE: AS NOTED OHEET D2 TOP, 2X6 P.T. a CENTER OF DOOR HEADER SECURED W/ (1) 112' X W J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2- X I/8' WASHER 4 NUT OR WV (21 IA' X 6' ANCF40R DOLTS V6' WASHER 4 NUT I6 0 SECURE 2X4 0 IN TO DLK UV 1/4' TAPCONS 1 1/2EMBED, D• O.C, 4- END DIST, I VJ' EDGE DIST. o scegh -GARAGE o 7X DOOR DUCK SECURED W/ Ml IR' X 6' J-DOLT OR ANCHOR BOLTS, W/ 4' MIN. EIMDEOMENT, W/ 2' X 2' X I/D' WASHER 4 NUT. (1) WITHIN 6. OF TOP, (1) WITHIN S' OF THE BTb O (3)EVENLY SPACED. 0 OO NOTES. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS IUIHERE MUCH MBTi11GTla Ai MERE ATRINM MT GARAGE DOOR (�1BUCK ATTACHMENT 3, w•.r♦ 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMDEOMENT 1 1/49 WITHIN W OF EACH END 4 ID' OL. MAX SPACING. 2X4, SECURE TO BLOCK WY3A6' TAPOONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 WY O.C. MAX SPACING. 2X4, SECURE TO BLOCK W/ 1/4' TAPCC" (MIN. SHANK SIZE JO MIN. HEAD SIZE -%M MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 2X6, ® 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/(2) 3AW TAPCONS W/(2) 3/16' TAPCONS W/(2) 1/4' TAPC.ONS (MIN MIN SHANK SIZE J45 (MIR SHA , SIZE J45 SWANK SIZE .W MIN MIN. FEAD SIZE 300 MIN HEAD SIZE 300 1 EAD SIZE 300 MIN. 6' cm MIN EMBEDMENT 1 1/49 MIN EMBEDMENT 1 1/4') EMBEDMENT 1 1/4') WITHIN 6' OF EACH END D' Q'IU WITHIN S' OF EACH END 6' CNII WITHIN W OF EACH END I/2' DRYWALL 4 IV O.G. MAX MAKING. 4 16' O:C. MAX 6PACMG. 4 19' O:C. MAX 8PACNG. D' QAJ SE P.T. OR D/4'X4' MIN. IR' DRYWALL IR' DRYWALL 1/2' DRYWALL SECURE THRJ FRAME /El I'X4' 2X6, ® 7X6, ® 2X8, cm EXTEND 1-V4' NTO P.T. NAILER SECURE TO BLOCK I'X4' SECJIRE TO BLOCK 1'X4' 6-CURE TO BLOCK ❑ I'X4' BLOCK W/ 3AW W/(2) 3/16' TAPCONS P.T. NAILER WK2) SAW TAPCONS P.T. NAILER WK2) V4' TAPCONS P.T. NAILER TAPCONS DOOR CASING (MIN. SHANK SIZE .W6 7/16' OAJ5. X 4' MIN (MIN SWANK 61ZE .145 DOOR CASING (MIN SWANK SIZE J49 (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/16. OAJ5. X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 I/4'1 DOOR CASING MR EMBEDMENT 1 1/49 MIN EMBEDMENT 1 1/4.) MIN. EMBEDMENT 1.1/1 WITHIN D' OF EACH END WITHIN 6' OF EACH END WITHIN 6' OF EACH END DOOR CASING WITHIN 6' OF EACH END DOOR JAMB OR WINDOW 4 18' O.G. MAX 4 16' OC. MAX 4 16' OG. MAX 4 w' O.C. MAX SPACING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER SP.AGMG. DOOR JAMB OR WINDOW MAGMG. SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" r1111NDOW TO BLOCK +3/4" OR +5/4" w 2X4, 00 SECURE TO BLOCK W/ 3/16' T.4PGOT19 (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 16' O.O. MAX SPACNG. 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIL 844ANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I 114.) WITHIN 6' OF EACH END S. CNAJ 4 10' O.C. MAX SPACING. IR' DRYWALL 2X9, ® I-X4' SECURE TO BLOCK P.T. NAILER WW2)3A6'TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN 6' OF EACH END O.C. MAX 4 IVA1�' M'� IN DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" B 1RNDOlf TO BLOCK +i 1 '2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" �1/IND011 TO BLOCK +1 15/18" 2X4, SECURE TO BLOCK W1/ 3A6' TAPCONS (MIR SHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT I V4') WITHIN 6' OF EACH END 4 16' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6, ® THROUGH NON-STRUCTURAL SECURE TO BLOCK 3/16' TAP -CON MIN. 1.1/4' W/!2) 3/16' TAPCON9 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN W OF EACH END D' CMU 4 IS' OL. MAX SPACING. VU' DRYWALL SECURE TO BLOCK 69C P WK2) 3/16' TAPCONS P.T.T. NAILER MIN SHANK SIZE J46 DOOR CASING MIN. HEAD SIZE 300 MIR EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 16' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUM15 JAMB (00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" 1RND01► TO BLOCK +2 1 /4" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +3" O�N�nw M•n arnrrt +�" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3 7/16" r11FIND0II TO BLOCK +3 7/16" 2X4, ® 2X4, IZI SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/16' TAPCON6 (MIN. 1/4' TAFC," (MIN SHANK SIZE J45 MIN. SHANK SIZE J45 MIN. HEAD SIZE 340 HEAD SIZE 300 MIN EMBEDMENT 1 1/49 MIN. EMBEDMENT I V49 WITHIN 6' OF EACH WITHIN 6' OF EACH END 4 D' O.C. MAX END 4 18' O.C. MAX SPAGMC* NOTE, STRUCTURAL 2X MUST BE SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6ON ® OUTSIDE 4 SECURED 2�' ® ON OUTSIDE 4 SECURED SEC TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK TNROUCsH NON-STRUCTURAL W92)SECURE TA 3/K' TAUmCON MM. I-I/4' WK23/16' V4' MM. TAPCON MIN. I-V4' (MIR SHA J4 MIN. SHANK SIZE .145 SIZE EMBEDMENT INTO BLOCK ZE .145 I BNAWC SIZE .145 MM. SHA EMBEDMENT INTO MOM MIK HEAD SIZE 300 HEAD SIZE 300 MR MIN. EMBEDMENT I 1/49 6' CM EMBEDMENT I V4') WITHIN W OF EACH END UT14IN 6' OF EACH END 6' cm 4 16' Or- MAX SPACING. 1/2' DRYWALL 4 IS' O.O. MAX SPACM6. 1/2' DRYWALL 2X8, ® 1'X4' 7X6, ® I' ❑ ')t4 SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCCNS DOOR CASING S WH2) I/4' T761ZI! MR SNAK SIZE 14D MIN. SHAN.14DMIN. I' P.T. X 4' MM. HEAD SIZE 300 MIN HEAD 00MIL EMBEDMENT 1 114') 2ND 2X SECURE TO STRUCTURAL MIN EMBE1 V49 DOOR CASINGWITHIN WOF EACH END MEMBER WK2)Dd WITHIN 6' WITHIN W OH END4 ID' O.D. MAX OF EACH END 4 6' TO S' O.C. MAX 4 10' O.C. M SPACING. SPACING. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS. NOT. SWIM AS NEEDED TO PLUMS MANUFACTURES DETAILS. JAMS (DO NOT EXCEED 1/4.) JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" Tw wy Tn RrnrTc 4.A^ n 011 TO BLOCK +3 3/4" A R C N I T E C T 3 G ouoLn 641 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.eom AA 8: 0003325 DRAFDGROUP A.B. DESIPDRAFT5439 BEAUMOBLVD.SUITTAMPA,FL4PH: 813FAX: 813 SLJHDIV. Z LoT SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL' 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 AfPH Ea 7 DATE: 07/09/21 SCALE: AS NOTED D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMM. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 F8CR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS ENT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 22/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM LD W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1 RCN I T E C T t, 5 GrouoLn. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdesigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134IW2802 aUDDIV. Ae LOT SILVERADO LOT #19 BLK 16 PROJRCT/ 03719.001-19161 Hop=- 3278-JORDYN II GARAGE SwIIJO: LEFT PAGE: PRODUCT APPROVAL LISTIN 15 PH C PREFORMED CONTROL. JOINT FLANSAE OF CONTROL JOINTS TO BE WRED TIED TO LATH • 6' ' O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W) %, LEG MAY BE USED TO SECURE CONTROL. JOIN ��. DURING INSTALLATION FASTENERS TO LIE SPACED • T O.C. MAX VERTICALLY j* THICK R3 COAT CEMENT I-LASWill LAYER 4, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED *T' (VERTU O.C. MAX AT SUPPORTS WRB LAYER R, 6TUCCO WRAP WOOD SHEATHING ;0j". WA mi m LATH SHALL BE CONTINUOUS TFNROGN CON JOINTS DUT IS BTOPPCD TIED AT EACH SIDE. PRONDE 2X4 BLOCKING PER ASiM CI063 PLACED FLAT MAX 6' TO &' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR- / STRUCTURAL STUD STAPLES N COMPLIANCE W(A6TM CV63 2. LOSE TIES TO BE (NO. IS) CA8418' WIRE / 3. BLOCKING SHIOUN MAY BE N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN NYMI�iIANIN �INi11�1�Iq I� O''M" TYPE CONTROL JOINT OL FOLD INVARD a R. A ®Flxo OL FOLD 14UARD FT. A ]. CFEAEE a Far. 5 &CLAN. M.0 OL FOLD •SNRD a PT. A t. COWAN • Pr. S FOLD w ® L F0.D —.-A 2. 4eAN . Pr. 0 3. CASH . M. C a FOLDFT.CO A. D TILL R. C TGUC R= SOTTOI FLANS! T ala d� r KANN ~~� IWT[R mNr SEAL. FOLD. QB bm W. PLASTER (PRAM♦; VP 2 CCAr CEMENT PLANER (OW LM LAYER 4, FORTIPIBER BUILDING PAPER NFRY4 way) WRD LAYER R, STUCCO WtL4Pr meu wan shb MALL FLAMMq KICFOR R.ASNw (M ONTAIL) NOM APPROVED BUILDING WRAP 614AL-L ISE LAPPED A MINK" OF 6' • VERTICAL LAPS (ROLL ENDS) s 6' • HORIZONTAL LAPS. ALL SEN'IB NEED TO BE TAPED WITH FORTIBER 6HEATHNG TAPE � • METAL LAIN IX X X \ X—� 6�L wrAu 1[Ti T OP VIALL N7 AT SORw1 RO aVLL a11[IISECTIGNe LATH VERTICAL LAP TO BE I' JC R—t—JC IT �— METAL LATH UM LAYER -1, STUCCO WRAP a.' MM PAPER P ONLY / WRB LAYER -2, FORTIFIBER BUILDING PAPER 2 P AP SCALE+ I V)'.1'-0' ® KIC KO UT DETAIL OR SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY &HALL BE TIED BETWEEN SUPPORTS WITH 10,0415-11N. (I21-MM) UARE AT INTERVALS NOT MORE THAN 6' (226-MM). AS PER ASTM CI063. FOR REPAIR OF TEARS N W® LAYERS, TEARS MAY BE PATCHED WA40UM WRAP TAPE PER MANUP. OPEC OR PEEL E STICK INSTALL FASTENERS, (CLIPS,- ISTRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WRE TO FIRAMINNG UM LATER R, STUCCO WRAP WIND LAYER 4, PORTFIBER BUILDIG PAPER METAL LATH 6'x6' 6ELF-ADHERING MEMBRANE PLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING i0 EXTEND ONTO PIPE FLAMING TO EXTEND ONTO PIPE i' THICK 3 COAT CEMENT ENT. DEAD OF INEALANT PLASTER INSTALL APPROVED HOUSVIVRAP AIR METAL LATH %�rC.V. INFILTRATION DARKER OVER UMLAYER -2, POW IF SHEATHING BUILDING PAPER ELASTOMERIC COATING OVER STUCG FINISH (SEE TYP WALL SECTIOHU / WOOD SHEATHING. SECTION PER SECTION ErN1brenor a Exlenor we of Portland camant plaeNr shall comply with me application haquiramenM of ASTM C 928.1 So. Installation of axtenor lathing and framing shall comply vnth ASTM C 1063-19., or ASTM 1787. 4'x4' SELF -ADHERING MEMBRANE 6 FLASHING (COMPATIBLE W( HOUSE 4� WRAP MATERIAL) OVER APPROVED HOLM UARAP. FLASHING TO EXTEND ONTO PIPE WOOD STUDS V OR LE66 PIPE K. 6'x6' SELF -ADHERING MEMBRAE PENETRATION FLASHING (COMPATIBLE W) HOUSE t <S. WRAP MATERIAL) OVER 4'x4' SELO-ACONERING MEMBRANE SHEATHING `�: �t..i� PLASHING OVER APPROVED WOUSIE BUILDING `{ UAPAP ,' FLASHING TO EXTEND ONTO PIPE PAPER r nx LAP STUCCO 9xLAP •PAPER CUT AND DYER -AP ONE SIDE OF SELF -ADHERING MEMBRANE FL.ASHRIG CUT AND OVERLAP ONE SIDE OF SELIMEMBRANE STEP 01 STEP 2 FLASHING RI� HORIZONTAL LATH PIPE PENETRATION DETAIL (FRX IE) & PAPER DETAIL l 3 A t`irtC WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT L WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. imimm I a 00 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -111(o11 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84-1-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T i �T LONGWOOD, FL 32750 �• V PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA 8: 0003325 DRAFTING BY. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813$86.2802 SU13DIV. de L.OT SILVERADO LOT #19 BLK #16 FOR OJECTS► 03719.001-19161 MODEL' 3278-JORDYN II GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 H E C 23 SCALE: AS NOTED SHEET WA1 INSTALL 6' SELF-ADHERNG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANCsEB OF NON -MOVABLE FRAME OF THE EXHAUST. BEOUENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND , SIDES ONLY. SEALANT IS TO BE I' TOOLED SO AS TO DEFLECT 1 WATER AWAY FROM JOINTS. X.' E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS R APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND I I PER SECTION R703.7 Exterior lathing andWasterina Exterior use of Portland cement plaster BACKER ROD shall comply with the application �1. requirements of ASTM C 926-18b. X Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, 1 or ASTM 1787. WRB LAYER °I, STUCCO WRAP I HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 7, FORTIFIBER BUILDING PAPER = coNe7ucr� —METAL LATH a' Cm VINYL CASING BEAD W RAISED BAND ti 76' TO K' MID -WALL IICCP MRk 6' 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 (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — — 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-84-1-14a, MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP a SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' 7 — — — PIPE THROUGH / WALL 1 b' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER / UNDER 'QUICK FLASH' �A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I —ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRI5 LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM """ " I—— R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRS LAYER 4, FORTIF15ER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • I'Or— MAX )k TO)6' Min -WA L WEEP SCREED 6' WIDE STRIP SELF AD14EOIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING 1- e+ MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP *1 STEP *2 HOUSEWRAP WRB LAYER •I, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE NG FLASHIOVER APROVED HOUSEWFU WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP 03 STEP #4 ELASTOMIERIC COATING OVER STUCCO/ C.V. FINISH APPLY E-Z BEAD IEEE TYPICAL WALL SECTION) OVER 60 MIN •o e• GRADED' °' ;, METAL LATH FELT -PROVIDE SEALANT AT ALL ° o° JOINTS AND INTERSECTIONS STEP 05 STEP #(o OELECTRICAL RECEPTACLE I R C N I T E C T N GrMoNsP 1941 Iv. RVIYXLU f<LNVXIv °Lv LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 V. DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 INnI� anmum SUSDIV. & LOT, SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL. 3278—JORDYN II GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 15hMPH a C IF EXT. WOOD FR4MEp A R C N I T E C T E WOOD SHEATHING WALL WRB LAYER ■1, BUS -FLOOR DECKING COLUMN 814EATHING STUCCO WRAP WEATHER RESISTIVE WOOD UFO LAYER 02, FORTIFIBER PRE-ENG'D TRUSS BARRIER 9 CONSTRUCTION BUILDING PAPER WEATHER RESISTIVE WEATHER RESISTIVE 9'♦' HAT CHANNEL a' THICK, 3 COAT CEMENT BARRIER'( DAI�IER R ' TYPE 'x' DRYWALL PLASTER WEATHER RESISTIVE _ b' S.A.F. • TOP OF WEEP SCREED BARItlER S �(� 6' 9AF. \ be�LLCIn TO SHEATHING BEHIND WEEP SCREED THICK�R9 COAT CER -2 RIES uF PEEL 1'L'STIpK FL Grou WOOD SHEATHING I\ 4' POSITIVE DRAIN 11(j'x3' 'L' FLASHING. VEEP SCREED METAL LATH IN ROOF CEMENFULLY ED N. RONALD U100D SHEATHNG 144 LONGWOOD, FL 327508LVD. WRB LAYER M, i - ME X 3' 26 GA. GALV. PH: 407-774-6078 STUCCO WRAP - METAL DRIP EDGE / SET IN FULL BED OF FAX: 407-774�078 i' THICK, 3 COAT CEMENT r ``�� Ya' GAP FOR BACKER w .abdesigagroup.com PLASTER EXTERIOR GRADE ROD 1 SEALANT SEALANT, K• MIN. AA 8: 0003325 r `�` 6' SELF-ADHEREING DRY WALL SPACE FROM DRIP .WptLr--Iw CUSTOM FLASHING WRAPPED IF - FACE TO TREX WEATHER RESISTIVE i , i ` �� ` • TOP OF WEEP SCREED P �AB R3 COAT CEMENT VINYL CASNG BEAD I� BA ¢HER RESISTIVE 4' POSITIVE DRAM DRAFTING BY: � r: � ' i• n TO SHEATHING BELOW e. snacsn VINYL COIBdER BEAD a y �. ---- G L, ; A DRAFTING INC. WRB LAYER M, s NO GAP IN FIELD VINYL CASING BEAD WATER PROOFING Ist " BARRIER S LAYER (2 LAYER PEEL EXTERIOR COLUMN r ' STUCCO WRAP (SHOWN FOR CLARF(CATICN OF 1 STICK) iar■� COLUMN SHEATHING LEGEND 5439 BEASUITE CENTER BLVD. H• a H i SEPARATE ACCES60RIE8 ONLY) SUITE 1004 TAMPA, FLORIDA 33634 .; WRB LAYER S, FORTIFIBER b' SAE. PH: 813986.2628 - m BUILDING PAPER PEEL 1 STICK FAX: e13-s86-2802 11(,•x3• •L• FLASHING DRAINAGE PLANE (WRB GUB FLOOR FULLY EMBEDDED IN b' SELF-ADHEREING 2 ® ROOF CEMENT LAYER "I, STUCCO WRAP) U1RB LAYER M, ' r • CORNFLASHING WRAPPED ER OF CANTILEVER I )J' X 3' 26 GA. GALV. STUCCO WRAP -a METAL DRIP EDGE _ _ _ _ _ AMICO AM66.uFulc_,Bm 1 y ��, f POSITIVE DRAIN CANTILEVER DRIP I K•XI YI• P.T. OR SIMULATED SET IN FULL BED OF WRB LAYER "2 (FORTIFIBER CUSTOM CASING BEAD DEEP SCREED O CONTINUOUS (TREX) )FILLER 8 AACE TFI OM DRIP BUILD INCs PAPER) y EDGE Y: POR GAFSEALANT VINYL TCASING BEAD METAL LATH x—x—x—x o NO GAP IN FIELD OPT. BACKER ROD. WATER PROOFING lot Q (SHOWN FOR CLARIFICATION OF 3' X 3' 26 GA GA, V. MODIFIED 90 LAYER (2 LAYER PEEL 1 /- FINISH LAYER (2 LAYER STICK) WRAPPED FROM STUCCO SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE 3/4 RESILIENT PEEL 1 STICK) BALCONY DECK TO BET IN PULL DED OF HAT CHANNEL CASING BEAD SP� Tex' FROMDRIP CANTILEVER WOOD OR -1/16' ZIP WALL 6' PEEL 1 VINYL CASING BEAD DTL. ® CANT. STICK . DRIP FACE TO TREX i' THICK, 3 COAT CEMENT 10A SCALE:11/2'•I'-m' EDGE PLASTER SHEATHING F •........ S/B• TYPE'X' DRYWALL _ METAL LATH W/TEXTURED 1 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING Yi GAP FOR BACKER FINISH �wm♦mm,.mm NOTE: I Ji•XI -'s' P.T. OR SIMULATED ROD 1 SEALANT THICK, 3 COAT CEMENT 4' POSITIVE DRAIN METAL LATH: LATH TO BE PER SECTION WOOD (TREX)FILLER VINYL CASING BEAD PLASTER DEEP SCREED CONTMuouS R-im3.�.1 / ASTM C -84� -14a, MIN. 2.=✓ LBS. WATER PRL ING I■t WEATHER RESISTIVE VINYL CORNER BEAD (BHOIw FOR CLARIFICATION of LAYER (2 LAYER PEEL 1 BARRIER M VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) PER 50. YARD (UTILITY OR NOMINAL STICK)WRAPPEDDECK FROM .M.�,M WEATHER RESISTIVE cwTICL VERE`�`To BARRIERS BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) 6•PEEL 4STICK • DECK MEMBRANE, 11C EDGE INSTALLATION ® COLUMN DRIP E SUB FOOD EEXTEND DGE OVER DRIP (W/"L" FLASHING WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. SCALE: NTS WOOD SHEATHING METAL DRIP EDGE O ---------.-_----.`._-. ---- -. SET IN FULL BED OF WEATHER RESISTIVE IYj'XI I)s' P.T. OR SIMULATED BEALANT, 1f' MM. BARRIER M WOOD (TFIEX) FILLER SPACE PROM DRIP WRB LAYER ■1, i . 3/4 RESILIENT FACE TO TREX STUCCO WRAP WEATHER RESISTIVE CONTINUOUS VINYL CASING BEAD 2x FRAMING MEMBER HAT CHANNEL BARRIER 02 A'0"AP FOR BACKS ROD 1 SEALANT WATER PROOFING at y THICK 3 COAT CEMENT WOOD SHEATHING $p VINYL CASING BEAD FINISH LAYER 12 LAYER LAYER 12 LAYER PEEL 1 PLASTER WRB LAYER S, FORTIFIBER ) i' THICK, 3 COAT CEMENT PEEL 1 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY PECK TO 2 in, BUILDING PAPER PLASTER HAT CHANNEL CANTILEVER FASTENED TO SHEATHING .3 I WRB LAYER 01, S/8' TYPE 'X' DRYWALL METAL LATH 3' THICK, 3 COAT CEMENT • T O.C. MAX - W/TEXTURED 1 PAINTED PLASTER " METAL LATH' ! STUCCO WRAP FINISH WOOD SHEATHING METAL LATH 5 ' 1,M' TYPE 'X' DRYWALL WOOD SHEATHING i THICK, 3 COAT CEMENT (2) 2x12 HEADER W/TEXTUREO 1 PAINTED WEATHER RESISTIVE UJRB LAYER 'I, �' THICK, 3 COAT CEO UJRB LAYER "2, FORTIFIBER PLASTER FINISH BARRIER M STUCCO WRAP PLASTER ,• u 1 BUILDING PAPER WEATHER RESISTIVE WOOD BREATHING J' THICK, 3 COAT CEMENT BARRIERS .� , a' Po91TIVE DRAIN PLASTER 4 POSITIVE DRAIN 6'SELF-ADHERING METAL LATH VINYL CORNER BEAD WEEP arpeen VINYL CORNER BEAD xeEP arwen METAL LATH FLASHING VINYL CASIWS BEAD NO GAP M FIELD u1RB LAYER -2, FORTIFIBER �I \(EXPLODED a' THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF BUILDING PAPER I 1(IEW FOR PLASTER (SHOUN FOR CLARIFICATION OF RI SEPARATE ACCESSORIES ONLY) CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER BEAD ® FRAME DRIP CAP DRIP EDGE 11 EDGE INSTALLATION \ 11D INSTALLATION WINDOW FLANGE WRB L ER ■I, WOOD CONSTRUCITON STU�QI WRAP i 2 1/2 (LEATHER RESISTIVE ' CORNER BEAD WRB LAYER'2 FORTIFIBER SVHDIV. de IAT: SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL' 3278—JORDYN II GARAGE SWING: LEFT PAGE: WALL ASSEMBLY TAI 1A M H BARRIER UEAT14ER RESISTIVE (FASTENER t SPACING o I' O.G.) BUILDING PAPER = BARRIER S METAL LATH ■ i VINYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER �' THICK 3 COAT CEMENT ■ ■ 8/8' TYPE 'X' DRYWALL METAL LATH PLASTER JUL / LO W/1TEXTUREDFINISH 1 PAINTED WOOD SHEATHING 6'SELF-ADHERING ' �' THICK, 3 COAT CEMENT HEADER/BEAM GMU FLASHING `. PLASTER i 1/2' THICK, 2 COAT CEMENT RDLAND, VINYL CORP. 4' DRIP CAP -� NO 93 23 VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED WEEP SCREED v DIRECTLY TO MASONRY VINYL CASING BEAD NO GAP IN FIELD WINDOW DATE: 07 FLANGE 21 aw�/09 / (SHOUN FOR CLARIFICATION OF SCALE: AS NOTED SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD Ca? BLOCK 15B CASING BEAD ® WINDOW SHEET @aRIP EDGE INSTALLATION (FRAME, NO BAND) TATA3 WOOD SHEATHING LURE, LAYER h, STUCCO WRAP WRB LAYER R, FORTIFIBER BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP - WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I WRB LAYER 02, FORTIFIBER I BUILDING PAPER r METAL LATH fEXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER T�__ METAL LATH J' THICK 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15C (FRAME, W/BAND) V GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER s STUCCO TO SIDING TRANSITION SIDING-7 STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIRBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CON6TRUCTICN BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 i W RESISTIVE ITHER / / \ 1 Yi LAP 61DMG xx XRE /' \ HER816 1106' VEAL / I FLASHING W SELF-ADNERMG I L FLABNM6 L \ WEATHER 7616TIVE BARRIER / \\ \\ WEEATHER STARTER STRIP - - RE61STIVE ORI \ \ G HERM 1194!�� \ FL�MG \ _ I GALVD METAL GALV'D PETAL Z. PLASHMG FLASHING DO NOT CAULK OR IUIaOD6. WIWI-TRIM D eTurro CASING .�.� / \ IV X 6' SIMULATED WaOD TRIM R \ ` SEAL GAP WnAULKMG OR APPROVED SEALANT CASING SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-847-14a, MIN. 2.5 LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WIRE, LAYER 01, STUCCO WRAP WOOD SHEATHING LURE, LAYER 02, FORTIFIBER BEYOND cONeTRLcnON e' BELING. RING (WOOD BUILDING PAPER ; X. 1 WRB LAYER 01, FLASHING S WOOD SHE ]' THICK 3 GOAT CEMENT I STUCCO WRAP RESISTIVE WEATHER RESISTIVE /�/ \ BARRIERO "K WEATHER RESISTIVE CARRIER N PLASTER ' WEATHER RESISTIVE / \ W MM. ABOVE TOP / 'Z' - BARRIER'? / OF FLASHING WRB LAYER 02, FORTIFIBER u�`isRiv'�vpBIDING �j a BUILDING PAPER O WEATHER RESISTIVE BARRIER'1 VINYL ANGLED I . 6'SELF-ADHERNGG FLASHING '� RESISTIVE CASING BEAD , WEATHER / °ARtld` ° METAL LATH / VINYL CASING BEAD STARTER STRIP \I \��— J' THICK, 3 COAT CEMENT I LPL S14W (EXPLODED VIEW FOR PLASTER \ / �� opt / CLARITY) GALVD METAL /� WEATHER RESISTIVE W FL.ASHING BARRIER 9 TO LAP US.6ULATER GZKABOTOP M BEFFL E-2 BEAD VINYL CASING I Y' X 6' 6W9ULATED TRIM MEMBER (W96' FLEXIBLE PVC \ / , urboo BACKER RODI \ / 'SELF -ADHERING CASING BEAD C� RAISED NASE&IM AD/ffRMG \ I I FLASHING GAP I ' 7HICK+,`A°TER OR ry/ BAND (FRAME) APP1lOVESEALANT RESISTIVE 1 A WEATHER DER 1 SCALE: I I/2' • I'-0' WEATHER P E616TIVE E•i BEAD VINYL C48M[a BARRIER 4 F.EXIDLE PVC BACKER ROD) SIDING TO STUCCO W.EATFERRE816TIve ® FRAME TO FRAME BARRIER a TRANSITION 1 e7 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT - SEALANT PLASTER METAL LATH 1. WINDOW FRAME .._..... - ... �_.... WRB LAYER "2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER WINDOW FRAM WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (V SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ------------------------------------ i ------------------------------------------------ Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02 FORTIFIBER BUILDNG PAPER WOOD( SHEATHING ' WRB LAYER 01, STUCCO WRAP b' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W/3/6' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP - EZ BEAD WINDOW CASING A E C E I T E C T II 5 GrouoL� 1441 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesiglgroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813 886-2802 10 BIIIIIIIII! E T"DIv. a< LOT: SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL3278-JORDYN II GARAGE OWING: LEFT PAGE: WALL ASSEMBLY TAILS 15fi M H E C 2 07/09/21 9CAL.E: AS NOTED WA4 A R C N I T E C T! AVAENIA SEES IIOIIIIIEIO CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY AUGNED.VEM PIPE IS SEALED IF UTILIZED. NAIL IN PLACE SHOWN IN <" GALVANIZED USING 1-14-NAILS AT EAC11 CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE RI@ARATgE CUT ONTTHEGOOSENECKVENTOPENINGINTHEROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACOORDANCE MATH THE CONSTRUCTION ZONES. CHART SHOWN. IN THE EVENTA MECHANICM VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION T INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF, REMOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. OM VENTFLANGES TO LAY ON SH THE TOP OF THE SHINGLES. E o ROOF HOOD VENT DETAIL SCAI-E1 NT8 CUT WOUGEUVAP AT 46' ANGLE MODIRED '1' CUT N HOME~ LINE OF WWDCW- APPROVED HOUSELLRM OVER SCATHING OVER uc SHAD WALL STEP 1 NAILING FLANGE AT JAM06 IBELOW 14Rtl EXTEND ASHMIN I' BELOW SLL \7/\ FLEXIBLE FLAMING DO NOT SEAL BOTTOM —� RN STEP 6 TE POPt IMLY FOLD -UP N SEC HOlSEWPIAP (O TUCK FLAP UNC A HEAD FOLD IHOUSEW N AT JAMBS N SLOPE SILL R STEP 7 ALIGN R.AMNNG W) WT. EDGE OF SILL no. MEcwwICALLY FASTEN FANNED EDGES. (CAP NALS, STAPLES) INSTALL DUPONT RAXIIRAP AS TH FLASHN6 AT THE FOLD NOUBEESAP DOWN N TAPE DIAGONAL CUT N ACROSS HEAD OF WINDOW PLUMBING VENT DETAILS RiCALE� NTS UR4Y %, XNTNIOU IF SCALA AMISS ANC UPLY TO ENDOW HA L4YE N THE-PWG IDLES OR INSTALL S' CODE ADICSIVE - BACKED RAMBLE FLAMING MATERIAL OVER DRIP CAP JOINT(PICTECTO-WRAP ST%M. a EGNIV) ``I STEP 8 141Q, WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS 3T WiDE VALLEY FLASHING NO FASTNERS NHTMN SON OR HEAVIER FELT S'OFCENTEMINE FASTNERIN UNOERIAYMENT II -� ENDD OF SHINGLES TENDENDSHIN,— ASPHALT I AT LEAST 12' 8EYOND RCOFING VALLEYCENTEFUNE CEMENT ' CUPPED OFF CORNER AT NS DEGREE SHINGLES TRIMMED 2' BACK FROM VALLEY CENTERLINE tlDgL I. IT 18 THE C ORO TO VERIFY ROOF VALLEY DETAIL AT BILL THE GOMPATIdLIrr Q ALL PICDUCTBINauDING ALL P ODUCT IIOUSEIINSAP, SEALANTS ,SELF-AweRNG SCALE1 NT8 PLASHING MATERIALS USED DURING CONSTRICTION 2. INSTALL ALL MATERIALS PER MANUFACTURERS UMTTEN SPECIFICATIONS WAANNI SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW RES FOLLOWI COMPLETION OF EXTERIOR RETROFIT WORK NQTEI REPAIR SCHEME BINOLLN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 WU (O EGIAL)60ALANT0 RJWD APPLIED FLASHING (LANCO WHITE -SEAL RC-N OR E(iIALA SLOPE SILL TO EX ILL L IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NCLUDING SEALANTS N SELF -AD EP NG PLASHNO MATERIALS USED DURING CONSTRICTION. 2. FLASHING AT EXTERIOR WINDOW AND DOOR't, OPENINGS SHALL BE INSTALLED N ACCORDANCE WITH MANUFACTURERS INSTALLATION I ST14=10INS AND APPROVED METHOD Ll OF RISC R103A U N ACCORDANCE MTN FENESTRATION MAY,FACTIARR'8 INSTALLATION AND FLASHING NSTRICTIONS, ULA�a SEALANTS MAY REACT ADVERSELY F NOT COMPATELE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. ISM GrouOLLc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W ww.a4deslgngroup.Dom kk AA M: 0003325 EBEEE DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 813586.2802 BIININII� a BVHDIV. & LOT SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL: 3278-JORDYN II GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAI 150 MPH x6 SUB-BANb 1/I'x4' NOTCH a END, WRAPPED IN 'EEL 4 STICK METAL FASCIA WRAP )RIP EDGE I\ I\ - 1/8'-TEXTURED- :INISH 'm WOOD I \\ 2X6 SU15 BAND 12' TEXTURED \ "� :[NISH 0 CMU \ 1ETAL FASCIA \ JRAP Y8 FROM \ © PLAN 8 iTUCCO, I' FROM \ JOOD WALL \ EXTERIOR WALL \ FRAME OR CMU) \\ \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY 11 ®ELEVATION ®PLAIN A —ROOF KICK OUT REMOVED \\ FOR CLARITY -rROOF DECK (BEYOND) \ \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 1/0' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH .WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER 12, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT i— 1'1/8' TEXTURED FINISH o I WOOD, 1/2' TEXTURED FINISH a CMU '-,�2x6 SUB -BAND W/1'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL ® WALL METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL .3. PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/J4'x4' NOTCH B END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL R WALL W/KICK-OUT FRAME OR CMU FELT PAPER _ DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.1'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY AME OR CMU ALL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT a� ROOF EDGE OMITTED FOR CLARITY 6 Gpesi n V41 N. RONALD REAGAN BLVD. LONGWOOD, FL 3275Q PH: 407-774-6079 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. _. — SUITE 1004 —. TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 3VHDIV. a LAT. SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL• 3278-JORDYN II GARAGE SAYING: LEFT PAGE: WALL ASSEMBLY DETAI 150 H C 49--0" L /—F2-24X24 r--------- FM•12xi6 I I ----� FM-12X18— 4 I M -- EXTEND END OF PVC 0�_0�� I 4" CONC. I0J •I I CHASE UP 12" ABOVE SLAB I I N I TOP OF SLAB c COND. CONC. PAD N w iq I I c '- °p \ EXTEND y a I I / ,OND SLAB 1 1/2" m 3 '1" 3'-2" D� I 12'-2" 12'-0" 3'-0" N r J_Ft-36x36 Ft-36x36 —� -I---------I- — 16X1T —tM I I I LI - - - I 8"4_ 2' T 2X4WO; LP #8 2STUDSO. 1 I . \II 0 18'" 1'-0" #4 X T-0" 16' -01, W/ 10" HOOK @ 30" O.C. 14'_9" 25'1" 8' 9" 1 0 �z I y � I I I I I BORA CARE TERMITE PROTECTION TREATMENT MAY ------------- X W I U g BE USED IN LIEU OF SOIL 1" PVC CHASE I III U .1 NI1I pLL r- TREATMENT. II 4 1 O " CFOR CONDUIT 4" A/C CHASE 0'AFTO LL I q I � UI I SLAB v LJ � OOD 2X4 WOOD 9IxxWALSTW/DSY #2LUS 12" OP IIIIIIIIIIII1 11 � C--X12 12X1- --W 111.1.1 n o� CW-12X12 7 14' 9" T-10" 4-0' " 2'_0" T-6" vc--1zx1—z 3 2X4 WOOD WALL W/ SYP.# 2 J 11 I I STUDS@2" PLACE O.C. DBL mg2 2STUDS UNDER00 m mI 91.1 EA. TRUSS BTEND F-30 30 I SLAB- 8SLA ' 1 V-4" T-O" S-O" N1 1 BAR UTEDILH �f*5 10'-4" SC DOW ILL I I EXTEND I zmm M W w J L--- - SLAB11/2"—FM_16X18 -- q I I K SLAB ^� I d m 1^ 3'-5' q'_g' 6'-4" ri 3 _q" N q I F-30X30 m l O w I R 2 I _ - a LLj N o o 1.1 I - 3 LLI --_--J FMC-16X11.1 2 LFM_----------J rn 1 — hFM-16X18 1.1 F3-24X24 4 F1-30X30 I FMC-12X18 (-)7 }"� FMC-12X18 I N q FM-12x18 v FOUNDATION PLAN SCALE: 1/4"=V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. 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. 112IINDICATES #5 BAR, EIINDICATES #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 402/602•16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-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 THICKNESS I REINF. REMARKS 6x6 W 1 AxW 1 A OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FW1208 17' CONTINUOUS 18" - (2) #5's (+)0'-o" FM-t6x18 16' CONTINUOUS 19, - 2 s (+0^1. FMC-1208 12p CONTINUOUS 18" - (2)#Fs #5 IN CURB VARIES FMC-16x18 16' CONTINUOUS 18" IT a #5 IN CURB VARIES CW-12x12 17' CONTINUOUS 17' - ) s CWC-1202 12, CONTINUOUS 12, - ) 's #5 IN CURB VARIES TE-2 12" SEE PLAN 8" -TfTwr, (+)0"1" F1-24x24 24" 24" 12" (2 's O a (+)0"-O' F2-24x24 24" 24" 17, O m's O pta (.p OEM GRADE F3-24x24 24' 24" 12" s a (.)p{�ggOW DRgpE F1-36x36 36' 36' 12" (-)r-C BELOW GRADE F1-30X30 3O' 30' 17, _ . .g BEOW({VN F-3OX30 30" 30" 17' M#5'e(3) - WBEOWGRADE CMC-12X12 1Z4 CONTINUOU #5 IN CURBFM-20X18 20' CONTINUOUS 18" +0 4 R IS N I T E C TE 6 Des02. Grou 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesipgroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813ZW2628 FAX: 813-886-2802 SUBDIV. & LOT SILVERADO LOT #19 BLK #16 [PROJECT# 03719.001-19161 UODEL 3278-JORDYN II GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 150 MPH E 30" MIN. EACH WAY MONOLITHIC FOOTING g STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED °�''" ° — CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND i ViarSPACING REQUIREMENTS SPACING REQUIREMENTS C W�rl—='; -sue m W U W G �zi O:y a ° I FM a - i 8" CMU WALL O 8" CMU WALL 1 f 1 CORNER BARS, SAME SIZE AS LARGER BAR I OW io o - Z_ IN FOUNDATION WITH 30" LEG EACH + 0 0 0'-0" .I 6 WAY AT ALL CHANGES IN DIRECTIONS e TOP OF SLAB TOP OF SLAB vII I - I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4' CHAMFER (1-STORY) - VARIES SEE SLAB SCHEDULE• TOP OF GARAGE EXT. PORCH SLAB d. I. °. ,la CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2" ISOLATION 6' CHAMFER (2-STORY) #3 18" JOINT (WHERE ♦ e • �� #4 24" I' 4" CHAMFER (1-STORY) W/ 1/22' ISOLATION l S' CHAMFER (2-STORY) ° APPLICABLE) Z SEE SCHEDULE #5 3a � JOINT (WHERE. • EE SCHEDULE APPLICABLE) Z_ 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE #S 38 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST f AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE: 3/4"=1'-0" n 2 SCALE: 3/4"=l'-0" CORNER BARS DETAIL @ GARAGE GARAGE DOOR SCALE: 3/4"=1'-0" RECESS o aaa000 J Lu LU 8n w = LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 0 N NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN �k CURB FOR W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP v MASONRY UNITS SET 70, AT LEV: 0 0- ' No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ j 0 NEW REINF. BAR SPACING. SINGLE T.PLATE 1/2'k9" WEDGE ANCHOR W/2' O 0_ SECURED W/ 2- PART Ix g TO BE PT. PROVIDE DEL. TOP PLATE WASHER SET IN HIGH STRENGTH I EPDXY. MIN. EMBED EPDXY 5-12" EMBED. MIN. 16, OC Q SIMPSON SPH4 OR SPH6 MAX. a FOLLOW ALL MANF. FOLLOW STM AND TOP PLATE _ I SPECIFICATIONS FOR N a ANCHORS W/ 10d x 1 112, RECESS AROUND GARAGE 31/2"DIAMETER CONC. FILLED STEEL PIPE c� 6x6 METAL PLATE USE AND H PREPARATION OF C0 a HOLE. Z MON NAI LL HOLES, DO NOT USE FILL 10d W x 3" SLAB SCHEDULE Q %DOOR OPENING '� `T SCALE: 3/4"=1'-U' BASE W/ 1/ZW" - o [SEE +- 0'-0' ANCHOR BOLTS TOP OF SLAB . ° 4" CHAMFER (1-STORY) n LAP TOP PLATE A MIN. OF 48" 6" CHAMFER (2-STORY) - s AND NAIL W/ 16d COMMON I . NAILS, ROWS, 4" OM BTM. VERIFY HEIGHT • , ; �,< LAP TO OCCUR OVER STUD OF WALL W/ PLAN 1-4�L EQ. EQ. SEE SCHEDULE 2x40R 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 DEL. TOP PLATE SECURE ST. PLATE TO �� BOLLARD MONOLITHIC FOUNDATION SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. 7 SCALE:3/4"=1'-0 (W/ UPLIFT) 5 c V scALE 3a"=1'-0" ADDITIONAL METAL SCALE:34"=1'-0' CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. SLAB SCHEDULE a [SEE TOP OF SLAB LAP TOP PLATE A MIN. OF 48' �� a AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED— — a - LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z e • -J ° WALL W/No 2 STUDS SEE PLAN S FOR SPACING. SINGLESYP EQ. EQ. SEE SCHEDULE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0 a FOR WXD, BAR SIZE PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. METAL �� AND BAR QUANTITY ADDITIONAL INTERIOR CURB FOUNDATION WOOD WALL CONNECTORS NOT REQUIRED WHEN NO R (L 8 UPLIFT IS PRESENT. 0: O 8" CMU WALL LINTEL CONT. (TYP.) Z 8" CMU FILLED CELL (TYP.) IPOURED 2X WALL FRAMING _ ..I, _ < TOP OF SLAB ~~ SEE SLAB SCHEDULE 1/Z' DIA. SIMPSON STB2 BOLTS 5" + 0'-0' SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOP OF SLAB Z Z m _ GROUTED CELL, 4" FROM ENDS AND _ I 'ISOLATED COLUMN PAD 16" O.C. VERTICALLY MAX . . CENTERED UNDER WALL AND ° y ' •L-- POURED MONOLITHICALLY WITH < — — - FOUNDATION AND SLAB SEE SCHEDULE - ° - SEE SCHEDULE FOR WXD, BAR SIZE / FOR WXD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY /.. 8"x8" MASONRY COLUMN W/ INTERIOR FRAME BRG WALL TO (2)#VS ARE DESIGNED TO BE INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- BLOCK WALL CONNECTION PLACED INCONTACTWITH THE INSIDE OF THE INTERIOR 9 scALe 3/4"=,-0" (NO UPLIFT) FOOTING AND COL. PAD 10 SCALE 34"=1'-0" 11 SCALE: 3/4"=1'-0" B EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 ❑ © in DOWEL IN FOUNDATION. DOUBLE FILLED CELL 1 SCALE: 3/4"=V-0" A R C N I T E C T E Gamsop t41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813686s2802 of 11111111111 01111111111 SVHDIV. 8c I.OT SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL.• 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH XP. C DARTS 07/09/21 SCALE: AS NOTED SHEET S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS MIN. 10" EAD W/+1" NOSE 0 8•• CMU WALL PAVERS #4 REBAR(TYP.) w - TOP OF SLAB -- TOP OF SL4B N SEE SLAB SCHEDULE Z VZ' RADIUS OR a0 �,-. CHAMFER 0 C Q ° ° SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY U) — wFr -� > w O a a • ° , •:° 7AND ° ,°- 4� ro ULE EQ. EQ. SE:BARQUANTITY ' FOR SIZE TRENCH FOOTING EXTERIOR STAIR DETAIL %INTERIOR CURB FOUNDATION CMU WALL n 2 `2 AT ALL PAVER AREAS SCALE: t/2'=1'-0" SCALE: 1/2"=1'-a' SCALE: 3/a"=i'-0" LAP TOP PLATE A MIN. OF ----------- 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 OBL TOP PLATE 1/2"x9" WEDGE ANCHOR W12" d a WASHER SET IN HIGH STRENGTH o 8" CMU WALL EPDXY 5-1/2" EMBED. MIN. @ 16' m SIMPSON SPH4 OR SPH6 OC MAX. U BTM AND TOP PLATE m v o. ANCHORS W/ 10d x 1 1/2. rn SEE SLAB SCHEDULE COMMON NAILS FILL ALL 0 HOLES, DO NOT USE 10d x 3 SEE SLAB SCHEDULE TOP OF SLAB5. -°, + 0-0 TOPOF SLAB .a. EE SCHEDULE ° -• ° FOR VVXD, BAR SIZE AND BAR QUANTITY SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL INTERIOR FOUNDATION WOOD WALL � scALE:a/a"=r-a (W/UPLIFT) A R C H IT E C T! GrouOLn. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 W ww.abdeslgngroupxom AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 aieium� SVHDIV. & LO SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL- 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. C 15--0" 19' 8" • 0" 10'-3" LA 0 lV 0 o c� i� 0" 14'-10" 19'-10" 4 20'-6" 33'-4" "v N v � 0 N W M 19'-0" 0 14'-8" V 5.4. Nk fp a T4 14'-0" 10'-C. 6'-6" ILLI \ -{11I1 N ((1 #5 BAR GROUTED1 C�LLBENEATH WINDOWSILL Y 6 II„ 17_10., 4" m Y ao 10'-0" a- "' 10•-3" FIRST FLOOR DOWEL PLAN SCALE: 1/4"=V-0" F-A R C N I T E C T E1 6 Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 w .abdesigngroup.00m AA #: 0003325 A IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134386-2802 BVHDIV dC LOT SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL: 3278—JORDYN II GARAGE 93WINCI: LEFT PAGE: FIRST FLOOR DOWEL PLAN 150 MPH EXP. C TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM IE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10 HOOK rrTG ` VARIES PER ELEV. Z a. Q ill ROUTED BOND BEAM VARIES PER ELEV. ° Z a i a. 5 O #5 BARS �i m a J-� B„ I_ 10"HOOK _ Ik- CLEAN OUT REQUIRED FOR INSPECTION mo o z Ou m a a d � `� a ° • 3 �. —_ •—+.tea a �., • a 5°° O I I O O-0 FIN. "IO ^a • TIE RREBAR TO HORIZONTAL REBAR W110" HOOK BAR SIZE 48 BAR DIA. � 1-0 �e ° O 30„ #6 #7 42' HORIZONTAL/VERTICAL op ARE NOMINAL r.1 UNIT DIMENSIONS • O MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" OFFSET METHOD CONTINUOUS BAR��SIZE `B 8 DIA METHOD #4 24" HORIZONTALNERTICAL #s 30" REINFORCING REINFORCING SCALE: 3/4"=1'-0' 1 SCALE'. 3/4"=1'-0" A E C N I T E C T E1 6 ms o n G IF ia 01 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774{078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 SVSDIV. ea I.OT SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODET • 3278—JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 1. 150 MPH EXP. C FRAMING NOTES 1. P.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) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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'). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK D (2) 2X6 2Q (2) 2X8 3D (2) 2X10 S' CMU WALL REF. PER PLAN CRICKET LINE S' X 16' LINTEL OMITTED FOR CLARITY W/ (3) -3 BAR DOUBLE 2X12 P.T. LEDGER W/ 3/4' DIA J BOLT SEE SCHEDULE, PRE-ENG, ROOF TRUSSES • 24' STAGGERED FROM Oic- OPPOSITE SIDE — MB•L S/S' TYPE FLOORING 'X' GYP BORAD DBL 2XIm P.T. SYSTEM LEDGER W/ (SEE FR FIRST GARAGE SEE SC EDUL, FLOOR FRAMING SEE SCHEDULE, I LAN) STAGGERED FROM OPPOSITE SIDE LINTEL SECTION A SCALE: 1/2' • P SEE TRUSS PLANS FOR EXACT SIZES BEAM SCHEDULE gZaMM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L.=BOTTOM OF LINTEL/T.O.A=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P50 SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 BX16 (1)#5 (1). N. GROUTED SOLID BB2 MASONRY 3000 8,8 (1)#5 N/A GROUTED SOLID BB1 2 UNO, PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 9'-4", LINOP m--- m—mm------- mm1---- r--------- I` 1 1 ♦ BF16-1T/1M/OB 1 , 1 ♦`♦ m I ♦♦ 1 8F32-1 T/1 M/OB TOP OF WOOD WALL, EL. 9'-4" lV m J ao DBL STUD UNDER HEADER LINO, PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 9'4", LIND aTOP OF WOON m J 8F30-1T/1M/0B _m —CRICKET � F a BOTTOM OF Lll @ 0 � ♦ BRG. 104' , 4 1 I `♦ 1 I `♦ 1 1 ♦` 1 If�..m��.��. m—F=8-1T-0----------- N CH5 6-IT/1 M/1 B BOT OF LINTEL @ 9'-4" IT-O" MIN. LINTEL LENGTH FOR 1 V-8" OPENING UNO, PROVIDE BBi DBL STUD WHERE FLOOR UNDER HEADER TRUSSES BEAR, TOP OF WALL, EL. 10'-8", UNO ' 3 1 _ � Q _ LBW _ gym— - Lill __ DBL STUD 8 DBL STUD ° 2'-2" UNDER FLOOR .1 SYSTEM o TOP WOODI S2 WALL,L, EL. 9'-4" uZ J w ua O gq f0 40 FTOR1 SF32-1T/1 WOB 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 T/1 M/OB m 1 �1 of �1 al °J 1 1 B1`8-1TXMXB Emmlammsps'BF8.1T/OM/OB 1 BB2 @ 9'-4' 2 SIDES LIFT BEAM PLAN SCALE: 1/4"=1'-O" I N C N I T E C T I 6 Gr upOL 41 N. RONALD REAGAN BL' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.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 annnnia SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL' 3278-JORDYN II CARACE SWING: LEFT PACE: FIRST LIFT BEAM PLAN (CAST-CRETE) %150,VPH FA. C #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 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM -#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1' 0' PROVIDE 3" OIA, HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED 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. F=FILLED W/ GROUT �T •(\A U=UNFILLED NOMINAL # OF A5'S, IN 2ND BOND WIDTH .I/ —BEAM COURSE NOMINAL—i_16-1 T/ .I 1 IVI/ B P 9 QFL�G HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 M/08 INDICATES A DOUBLE BONDBEAM #OF #5'S, BOTTOM AND XFXX-1T,'OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1TH MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST Oa 1'W WINDOW SILL Z - SLOPE TYP.B'x8" BOND BE" 01 �1#5 1#5 TYR 8'x16' 10 BOND BEAM �•"; 21`—iF 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR - BOND BEAM GROUT SOLID FROM 4TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/#6 BAR LENGTH OFF BAR =WIDTDTH OF MASONRY ORE"'NG-2' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0' LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Tf1P , TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1/2"=1'-0' SINGLE #5 CORNER 1 BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR _E REINF. SARIS), AT EACH SIDE STEEL REINF. OF OF ELEVATION ;ROUTS BENEATH BONO.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM ` ' / SCALE: 3/4"=V-0" SINGLE LINTEL, MULTIPLE OPENINGS PRECAST HEADER(MIN) — 2x4 (MIN2X3)1-3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 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 2X 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 Se 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIN. 2-12o PER BLK. EA. END OSS SHEATHING WALL ARCHWAY FRAMING DETAIL WOOD SECTION FASTENER SPACING d, =2" MIN, 2 j" MAX s, = 2 J' MIN, 9" MAX (2)214 s=1}"MIN, 2�'MAX ea =j" MIN, 2 j' MAX 86=2"MIN,2j'MAX s.=2 j"MIN, 9"MAX (2)2d }'MIN, 2}"MAX MIN, 2 }"MAX MIN, 2j'MAX 'MIN, 9"MAX Icl MIN, 2}"MAX 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: 16 = END DISTANCE s, = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT � SCALE: N.T.S. 1 E C N I T E C T E G oujL� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 $VHDIV. & LOOT SILVERADO LOT #19 BLK #16 PItOJECT# 03719.001-19161 MODEL.• 3278—JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH MgNU J1J! DwTE: 07/09/21 SCALE: AS NOTED 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" 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/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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, .17T ° 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 V-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 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 XN5 X") SYR ASU46Z W/5/8" DIA x PT., WOOD POST 5" EXP. BOLT r-------- FIRE D— —TSTOP RAF FLO OR —� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS - M_ ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI ------- DRAFT STOP i PRE-ENG. FLR. JOISTS-Tj�"�v' TI 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS r-> > 'o > U U U w W W W U U U FIRST FLOOR FRAMING PLAN SCALE: 114" - V-0" A E C N IT E C T 5 6 Deign GrousLLG. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abdesigngmup.00m AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134885-2602 IIVIYINI 9xmDIV. & LOT SILVERADO LOT #19 BILK #16 PROJECT# 03719.001-19161 MODEL• 3278-JORDYN II GARAGE 8WIPIG: LEFT PAGE: FIRST FLOOR FRAMING PLAN %150 MPH EXP. JUI 12 DX --a 07/09/21 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 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) �1) 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 ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1.2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", 6", W x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' 0/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 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) 88SYMIRD-ERCAL TRUSS/ CONNECTOR(§) s A :3/4'=r-a' 314" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR lx2, 2x WOOD FASCIA J Z IM SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ix2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HD TO CMU AND (12) BOB }" X 2 j' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) k' x 5" TITEN HO TO CMU AND (18) BOB �' x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) k' x 5"TITEN HD TO CMU AND (18) BOB �' x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED 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.) TYPICAL ROOF r2AA 2B 2 GIRDER CONNECTOR(S) sCALE 3a'='-a' LSTA12 20 GAUGE W/ 10dx1/2 HOG NAILS Q EACH END. TOTAL OF 10 FLOOR GIRDER i74 W/ 5/8" A.B. WITH ON. 7" EMBEDMENT TO SLAB 8 (1 B) 16d x 2x4 OR 2x6 WOOD BEARING 2-12" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. - a. GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1' 0' FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE 3/4"=T-0" (NO UPLIFT) DEPTH 1/4-D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5•D SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE 1 7Y2"=1'-07 tY2„=1,-0„ EDGE >5/8" HOLE DIAMETER < 3/5'D DBL STUD 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 USE, 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) 314"° 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 CHMENT DETAILe±nA SCALE: 3 4"=1'-0 # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) i/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W110 10d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6'-O" MAX (W/1X4) J OR 10'-0" MAX (W/2X4) 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C —x END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� /'+ INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE 3/4"=1'-0" 5'EDGE CENTRAL 2Z'MAX. w/ 8` EDGE SPACING SPACING OPENWESTRUSS SPACING SEE SEE TYP TVP P CHEDUL SCHEDULE SEE FRAMING PLAN LEDGER BOARD SPLICE (OR END OF • • • • • • • • LEDGER BD.) 2 ) . =E SCHEDULE FOR SEE LEDGER W EDGE �2EDGER BOOAR.o 7o BE 3LT SIZE 51/2' SCHEDULE USED RBOATH BOARD IN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" FRONT ALL AROUND BOLT. LEDGER 2, END OF FRONT AND REAR Z LEDGER SHOULD LAP A MIN OF 4'-01. (2)2X10 3. ALL BOLTS TO HAVE SYP PT Z WASHERS z m f 4. EXP. BOLTS/J430LTS m (2) 2X8 SHOULD NOT BE ANY REAR SYP PT CLOSER THAN 6" O/C. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE I BOLT SIZE MIN. ENDDER'ANCE cENIRAI SPAGNG A DOUBLE 2x8 1 1/2" 8" 16" O/C E DOUBLE 2x10 (2) 314" 8"1 22" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3)12d Q EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) U-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 6V-0 (3) "X" BRACE (1)"X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END, 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2,8 PT. PLATE TO BLK W/ 1/2' DIA. ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 3Z' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED 10'-0' O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1': THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-0" A N C N I T E C T E Design Grou LLD. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.abclesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-86-2628 FAX: 813-886-2802 �IRlglw� mm sUSDIV. & LOT SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL.• 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. C FLOOR DECK 216 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOORR BRACING 2x4 RA BACK, 1 CING SCALE: 3/4"=1'-0' SIMPSON (8)8tl COMMON NAILS 2x STUDS C SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING z SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12"HDG NAILS WALL / FLOOR FRAMING, /////'���\1 TRUSS PARALLEL TO WALL G SCALE 3/4"=1'-0' TDBL PT RUSSES WB K' G BETWEEN E WEE ST PLY STAGGERED UPPERINTO LEDGER AND �PLYY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION LL 0 o= IpZ Qah U PERELEVATION m� 2x4 P.T. CEILING NAILER W/ MASONRY NAILS � 72' O.C. 1X2 FIRE -STOP «) #8 WOOD SCREWS x2"LONG 3" O.0 IyI11t1 STAGGERED OFF CENTERLINE OFF 26; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSScm � NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES SEE DBL 2X10 LEDGER FRAMING PLAN) SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 3/4"=T-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d Q 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d ® 3" O.C. #8 WOOD SCREWS NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY 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. #8 WOOD SCREWS x Z' BELOW STAGGERED OFF CENTERLINE OFF 2x6; - NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) LONG 3" O.C.; 3/4" AS SHOWN 2x4 BRACE 48" O.C. 1'4"MIN. FROM 2ND. FLR. FLOOR DECK STAGGERED NI DBL 2X8 LEDGER NI EA. ND NAILS !� EA. END 8d RING SHANK NAILS � 4" O.C. MAX LINE 2x6 CONT. W/ (8) 16tl NAILS ® BT. OF FLOOR TRUSS AS SHOWN j�II� _ DBL 2X8 LEDGER 8" CMU WALL TO CMU W/ 12" EXP. BOLT INTO BLOCKING (8T. 2X6 IS FOR WALL TII REINF PER PLAN AT 16' O.C. AND 8" FROM SHEATHING NAILER) TO CMU W/ 1/Z' EXP. BOLT IN END W/ MIN 5-12"EMBED. t6d NAILS (� 6" O.C. MAX 8" CMU WALL AT 16" O.C. AND e" FROM MI 1X2 FIRE -STOP REINF PER PLAN END W/ MIN 5-1/2'EMBED. PER ELEVATION FLOOR DEC III �/4„ PER ELEVATION PER ELEVATION FLOOR DECK LL 3Z �IFDUF(" NAILING PATTERN PER ELEVATION /4" U lz °U NAILING PATTERN PER ELEVATION 9 �--- PER ELEVATION PER ELEVATION O 2x4 P.T. CEILING 24„ M PRE-ENGINEERED WOOD FFLOOR GINEERED WOOD PER ELEVATION FLOOR TRUSSES (SEE TRUSSES (SEENAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD G PLAN PRE-ENGINEERED WOOD 2x4 P.T. CEILING MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FORN FLOOR TRUSSES (SEE NAILER W/ 17°C REPAIR DETAIL IF FRAMNG PLAN) BOND BEAM RED. BOND BEAM REDTRUSS HETA-i6 (VERIFYMASONRY1X2 FRAMING PLAN) FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16� SS PLAN) @12"O.C. AT TRUSSES PARALLEL (VERFYW/T s SECTION DETAIL 1X2 FIRE -STOP SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR AT TRUSSES PARALLEL 5 6cALE:3/4'=1'-0" PRE-ENG FLOOR TRUSSES TO EXTERIOR WALL 6 4 SCALE: 34"=1'-0" SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS O.C. O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS G SHEATHING SEAMS) (BLOCKING (BL TRUSS (TYP) 0 24" O.C. NOT SHOWN MAX 0 2X4 DIAGONAL BTM. CHORD PER ELE TION 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/ 1/2" DIA. ANCHOR BOLT W/ 2' A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LEIS 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 MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE T02x8 P.T. U <1420 LBS W/(14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 20 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE • O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. :0: AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's C EACH FILL ALL HOLES, DO NOT USE 10d 3 WA1/2"SH WEDGRSET IN IGHSTRCHOR N WASHER SET IN HIGH STRENGTH TRUSSMOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. x EPDXY 5-12" EMBED. MIN. @ 16' 1 Oa 10b 1 OC DC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TOPos7CONNECTION V SCALE: 3/4"=1'-O" ° A - SIMPSON MTS-12 U < 990 LBS W/ (14) l0d GALV. NAILS. • 6 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 212" SIDS TO POST TRUSS CONNECTION @ L.B.W. 9Q 9b POST TO SLAB CONNECTION SCALE: 3/4"=l'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. 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 <UA,565 W/ 5/8' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/7' NAILS TO POST. A R 0 H I T E 6 T! 6 Design Grou I. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 W W W.abdesigngroupxom AA #: 0003325 I III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813-886-2802 axienna SURZIM ea OT L SILVERADO LOT #19 BLK #16 PROJECT# 03719,001-19161 MODEL.• 3278-JORDYN II GARAGE SWING: LEFT PAGE: DETAILS 150 MPH Ep, C 49'-0" 11'�" 6'-4" 12'-2" T-2" 10'-B" 3'-2" 2'-0" 1 .1 4 -4" 2'-3" 15'-1" 2. B" 6' 4" 2'-8" '-2, 3'-2" 4'-8" 6'-4" 3' 4" 18'-8" 11'-8" 18'-8" 49'-0" SECOND FLOOR DECK PLAN SCALE: 1/4"=1'-0" 4 (1) #5 REBAR .1 GROUTED CELL BENEATH WINDOWSILL O 0 �n �z W N J X U� 4 W O N IL q � 1 TOP OF DECK fV M Q I� I � � OPEN in '& Y ro (1) #5 REBAR GROUTED CELL BENEATH WINDOWSILL 4 N (i) #6 REBAR 0 � GROUTED CELL BENEATH WINDOWSILL IIII CNITECT• Grouse. 41 N. RONAID REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroap.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 Z813S86-2628 813586-2802 all 9UEIDIV. de I.oT: SILVERADO LOT #19 BLK 16 PROJECT* 03719.001-19161 fcoaEr. 3278—JORDYN II GARAGE 9MNG: LEFT PAGE: SECOND FLOOR DECK PLAN 150 MPH C DwTE 07/09/21 eCnzE: AS NOTED aHEET s4 9UEIDIV. de I.oT: SILVERADO LOT #19 BLK 16 PROJECT* 03719.001-19161 fcoaEr. 3278—JORDYN II GARAGE 9MNG: LEFT PAGE: SECOND FLOOR DECK PLAN 150 MPH C DwTE 07/09/21 eCnzE: AS NOTED aHEET s4 A E C H I T E C T E 47'-4„ 43'-6" 38'-2" 33'-6" N-8" 24'-10" 18'-2" 14'-6" 1 V-2" (1) #5 REBAR GROUTED CELL BENEATH WINDOWSILL 4 :n O �i n WO J aq 18'-4" 15'-5" m N 0 Y (1) #5 REBAR GROUTED CELL Y BENEATH 'o WINDOWSILL 3'-0" s'-s° 14'-0" (1) #5 REBAR 17'-10" GROUTED CELL BENEATH $ WINDOWSILL 2'-4" SECOND FLOOR DOWEL PLAN SCALE: 1/4"=1'-0" I I AM / I 1441 N. RONALD REAGAJBLVP, LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngroup. AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813aW2628 FAX: 813-886.2802 atinDSV ae DOT SILVERADO LOT #19 BLK #16 PROJECT# 03719,001-19161 MODEL.• 3278—JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. C DARPE 07/09/21 SCALE: AS NOTED SHEET S 4.2 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W 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 P8S38, .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 6 DESCRIPTION REMARK D (2)2X6 Q (2)2X8 3Q (2) 2X10 BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM I B.O.L.=BOTTOM OF LINTEL/T.O.A.=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fe psi) 17E MR REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 8.16 (1)#5 1 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Sx8 (1)#5 N/A GROUTED SOLID I T-O" 18' 0" T-O" ---------r----------------------------------------------M--------- 1 ♦ II 8F16-lT/OM/OB 8F16-lT/0M/0B 8F - M/OBI 1 ♦♦ NO, PROVIDE BB2 (8x8) II II 7 , 1 ♦♦ ( WHERE ROOF TRUSSES I 1 ♦ BEAR, TOP OF WALL, EL. I 1 ♦ II 174", UNO 1 I 1 ♦♦ I' II III 1 1 1 1 ♦ < I 1 ♦♦ CIO 1 III— — — — — — — — — — — — — — ---------7► 1 0 I ♦♦♦ I , II o 1 m ; I ♦ 1 1 II ' I II 1 II i i II m i 1 1 m I 8F16- -------j------------- 7' 0" III GR5 „ ------ 8-1-1—/—M/------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4"- l'-O" A R C N I T E C T E Design Grou LLG. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdmigingroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813586.2802 sUDDIV, & LOT SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL' 3278-JORDYN II GARAGE SWING: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) V.150 MPH EXP. 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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. 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. ROOF �--------------------- BELOW --------- I I I DIAGONALS FOR BOTTOM CHORDBRACING @ 20'-0" O.C. MAX (TYP.) tA 1A 1B 1 1 1 ROOF FRAMING PLAN SCALE: 1/4" = l'-0" A R C N I T R C T t 6 Design Grou t 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. [5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 911RIdlla 9LJHDIV. de L.OT: SILVERADO LOT #19 BLK #16 PROJECT# 03719.001-19161 MODEL. 3278-JORDYN II GARAGE SKIING: LEFT PAGE: ROOF FRAMING PLAN & NOTES 150 MPH EXP. C DATE 07/09/21 8CALE: AS NOTED >lHEET s6 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132, STRUCTURAL SHEATHING EXP 1 (4020).(SEE 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 W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIAL TENSILE STIR. SHANK ASTM 10d RING SHANK, 212" OA31 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Ed RING SHANK, 2 3/8" 0.113 P1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7/16' O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1 10d NAILS C 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, 3F: 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Ed RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES @ m m @ Z w ZQ �w z0 a C rn O Z VP FXT SHEATHING ATTACHMF RAFTER OR TRUSS ROOF SHEATHING ■����It 11 I 11 BUILDING LENGTH, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 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 2114 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 101 RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING C#8 7' DECK SCREWS @ 6"-B' O.C. MAX @ EDGES & 17O.C. MAX INFIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS P ROOF ROOF WIND DESIGN PRESSURES ET IS 8 IXJE2a= 2 ZONE 2n=83.2 ZONE 3r. -BB.] F.TE a, m ioNE dsrAN S CWNDSPEED.I50 MPH RIOMM APPLICABLE INFERNAL FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER GTON I9If SPACING REMARKS APPLI—ON SRE TYPE I SPACING REMARKS 1.2 PT FURMNG TO MASONRY ICONC SEHARDENEDCDL NAILI IIr LONG. B. GPRAOE DOOR BUCK TO MASONRY/WNO tl4'•dA NO WASHER TMCON MASONRY FASTENER MBE., IENDdST., IEIIIEDGE— SGD..EXT. DOORS CASE HARDENEDCDL 9-OC WNDOWIQOCRiI FASTENED GARAGE —BILK 16"DIA OR 1/Y'd0. EXPNJSION BOLT OIC (Ye"DIA) 1I'DA) ENO NNLIt/r LONG. OMASONRYICONC. NDoarmooRl gSONRYICONC. BHERCONTACT 2Y'OIC OISTd PrseE CASE HARDENED CDL PASTEMED —TO THIS ENGINEER FOR SPACING NOTee NaLI I/r LONG. STAB DED TO MAsoNRr;conc. —rvArlcoNc. REQUIREMENTS .T. SWING DOOR I2)1t6-dq -IgPCpf IB 11/P FMBED.BEND NON -BEARING WOOD IYC' 1EM-1 e'END LICK it PT, SEE NOTE 6 NO —HER gSTNER PC DIET,1 IIIEDGEDST. qLL TO CONC.SIpe WI Z-ER 2Y QC DIST., 3"EDGE GIST. 2K PT�NOO COL1— O_ 13A°PAFx21Ie' 8'OC O PT EL .. SEE COL.. ­ PR EDGE DIST. NOTES 4-END. DIST, I III NOTES T. ATPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL A PER MANUFACTURERS SPECS AND / OR A BE S E M U NO 3. ALL FASCIA MATERIAL SHALL BE AND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6 WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. II, MEMBERS ARE AILED AND 2: MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33(C33M. MW(IMUM AGGREGATE SIZE SHALL BE W". PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS OWGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES RATEDS ALL BE TO RETENTION FORM -WORK: CORROBORATETETTRAEDRAL ( PRESERVATIVE DO ). WOOD FOR STRUCTURAL USE 7SHALLHAT SLL BE TREATED IRA ED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE 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. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020 . ,7th EDITIONSEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O- OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" 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 SALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM M THICKNESS GRADE 03AND 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 DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 i AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED Ps REVIEW. WOOD TRUSSES. 20 TV TOP CHORD -non-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD-no—oncunent #5 BAR - 30" #7 BAR - 42' DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 SO TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 PST w/ No GYPCRETE) 10 sf BTM CHORD 5 sf BTM CHORD P P H DEAD LOAD TO RESIST WIND UPLIFT: 10P sf BALCONY LIVE LOAD 60 PST STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED 020) MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 1318 (BBC ATTIC EXPOSURE C, RISK CATEGORY 11) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: WITH UNINHABITABLE ATTIC WITH LIMITED 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 STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: NTS30pBALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL AND DECKS. AGE GUARDS AND HANDRAILS: N SLEEPING GUARD OFILL COMPONENTS'. SOO PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS'. 30psf, STAIRS'. 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM 0-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WA SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW 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 318" 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. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER 70 VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'+/- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9VC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION 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 YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) & FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-112' FORM AND SMALLER 2' FOR A AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-1/2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS D E FOR ADDITIONAL INFORMATION. INTERSECTIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS WITH RING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 Be'. 1990, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTORD AND SEALED DRAWINGS F SHALL SUBMIT SIGNED OR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE-F LLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. I N C H IT E C T GrZOLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.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: 8134386-2802 SVHDiv. de LOT SILVERADO LOT #19 BLK #16 PROJECT* 03719.001-19161 MODEL.• 3278—JORDYN II GARAGE OWING: LEFT PAGE: DETAILS 150—C 150 PH EXP. C D`)AT""-)A07/09/21 SCALE: AS NOTED BFIEET s N1 Q TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CH I e MAX. DETAIL A FASCIA 7D STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX. n[=-rnu n J-l;hiHNNtL FASCIA FASCIA WOOD BOARD BY OTHERS 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @__r 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ STAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. SOFFIT 10 1__""�j_C HA N NELQ O STAPLESINSTALLED THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 3Q J-CHANNEL j" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN 'L'--s, FPS PAN 'L= 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, X2 WOOD BATTEN 7'80FFIT 1D NEL Q DETAIL B J-l;hiANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO Q STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" 9Q MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) `SAVE WIDTH —EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1)ti\\—CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL 'E' SEE DETAIL'D' SEE DETAIL E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-C i„ DETAIL C J-CHANNEL BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL _ Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. �i,;{idt!•'• Dili'. 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