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HomeMy WebLinkAbout33984 Morse Willow Ctw 9278-JORDYN 11 FOR: 12602 TELECOM DRIVE, TAMPA, FL 33637 - STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -MMM MWDG CODE, E68mElmm, 7TH EDITION (2020) -ALL LOCAL AND STATE CODES DR HORTON HOMES 4 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. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE -OCCUPANCY -CONSTRUCTION TYPE -MN. INTERIOR FINISH "BASIC WIND SPEED -EXPOSURE -1-STORY RESIDENCE -2-STORY RESIDENCE - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=150 MPH Vasd=116 MPH C - MAX. HEIGHT AS PER LOCAL AND STATE CODES . CAW. SQ.FT. CALC S IST FLOOR LIVING 1*16 SO. FT. 2ND FLOOR LIVING 1,660 SQ. FT. TOTAL LIVING 3$18 Ba FT. GARAGE 100 Sa FT. ENTRY (ELEV G) 38 SO. FT, COVERED LANAI 140 Sd FT. TOTAL 4,156 SO. FT. Tel= (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIRCONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MER. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MT. METAL THRESHOLD C1, CENTERLINE MID. MOUNTED CAB. CABINET MTL. METAL CLO, CEILING N.T S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTYLINE CPT. CARPET P.R. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.O. DUAL GLAZED PR, PAIR DIA. DIAMETER P.T. PRESSURE TREATED OF DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RA.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING U.W. DISHWASHER SC. SOLIDCOREEXTDR EA, EACH SD, SMOKE DETECTOR FLEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT'. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER FOJFX. FLKEDGLASS SIM, SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. OF. SLIDING GLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB OFF, GROUND.FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYR TYPICAL GYP, BD. GYPSUM BOARD U N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HD R HEADER W. WASHER HOT, OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT, INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS 07-29-191 ADDED STONE CAP TO ELEVATIONS 07-29-19 ADDED COMPONENT AND CLADDING TO SHEET Al 10-17-19 UPDATED LED LIGHTS PER D.R. HORTON 12-16-19 ADDED SIMPSON CONNECTORS LLO. USP 2-30-19 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 8/15/20 UPDATED NEW FLOOR PLAN LAYOUT PER D.R. HORTON /16/20 SENT FLOOR PLANS AND ELEVATIONS TO D.R. HORTON FOR APPROVAL 6/25/201 SENT TO ENGINEER FOR APPROVAL /10/20 MADE REDINES CORRECTIONS FROM ENGINEER 7/14/20 CHANGED ROOM NAMES PER D.R. HORTON 2/17/21 UPDATED PLANS PER ELL AT DR HORTON 2/17/21 REPATHED XREFS FOR THE 2020 FBC rtJ t I`�'o�Pnl. INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG CI -COVER SHEET PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATION H" PG A4H-LEFT & RIGHT ELEVATION "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E1.1-ELECTRICAL RISER, CALCULATIONS PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG SIAB-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN PG S6-SECOND FLOOR ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS DESCRIPTION A E C N IT E C T S 6 Gro�uSLn 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abds8Igngroup.com AA 9: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813588-2628 FAX 813588-.2 stmDm ac LOT: SILVERADO LOT #15 BLK 16 PROJECTy 03719.001-15161 MODEL: 3278-JORDYN II GARAGE SWING: RIGHT PAGE: COVER SHEET 1 PH 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 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 Y INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH w AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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 EXTEROR FINISHES 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-Cl063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 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 IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A R 6 H IT E C T 6 GroupOL�. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.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: 813-W6.2802 �YINI� Eli 8tmmv. Ae LAT SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL.• 3278-JORDYN II GARAGE STUNG: RIGHT PAGE: GENERAL NOTES %150 MPH . C MASONRY/FRAME WALL LEGEND W-4' BLOCK WALL UN.O ON PLANS BRG. W.T. VARIES 8' BLOCK WALL UN.O ON PLANS 19'-4' BRG. INTERIOR LOAD DRS. WALL UND. ON PLANS 4' INTERIOR LOAD BRG. WALL UND. ON PLANS SQ.FT. CALC.'S IST FLOOR LIVING IbIB SQ. FT. 2ND FLOOR LIVING 1060 SQ. FT. TOTAL LIVING 3,218 Sa FT. GARAGE 100 SQ. FT. ENTRY (ELEV G) 38 60. FT. COVERED LANAI 140 SR FT. TOTAL 4,156 SQ. FT. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP MATERIAL TO PLAN Z CABINETS. CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN a 4 BRACKETS AS WALL =NECESSARY. 2'X6'X35-I/4' CA15INET m 0 LOW WALL = 2'X6' STUDS 0 16, O.C. W/ 1/2, DRYWALL ATYP. CABINET SECTION SCALE: NTS ---- tOM'gBR ARD tLADDIpNAD LOADS BA9C NiD ET051E FOR 88BC010 GUBDI OPBm BOUME DOLE MWHNtDM RSNIKB AN) m FOOTAGE MIN. WINDOW 10 5 323/-433 CRITERIA EXTERIOR SWING 253 5 303/-39b DR MIN. CRITERIA S.G.D. MIN. 56 5 21.1/-33.9 CRITERIA 16010 O.H.D. 112 5 21.4/-333 8010 O.P.D. 56 5 28.8/-362 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEF10ENT = 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. CONMOLDA150MO 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 %.(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.) 3021 34-OW ---- — — — — — — — — — — — — v 0 HIS I CASUAL COVERED I DINING o LANAI I o T-4' CLG. - I � 1 I -0' II'_8• 8' 12'-2' �OND1� 1.Fmod 3'-2' '-4' I L' — J L- — J 25-SHS 12080 SGD EGRES BOT.OF LINTEL 0 TP I 9'-4' AFF. O 1 m 25'-1' 14'-II' 0 a BDRM2 v 9'-4' CLG I -- I ` RGOOMT o AI x. I W-4' CLG. n dio --- I • 0 PI e I I II RrIM 9'-4' CLG. I a e a I y ' ' '-W 4'-6' 3'-11'3 m AHB.4'CLG ut . __ STAIR DATA• FLAT j}. HDR 0 - FLAT I�R 0 l $' 42' HIGH - REF. - HDR 0 15T • 10' W/ 1/1 WALL 8,_0, 11 I' m 19N 0 ,�� ` NOSING W/ CAP U ' g _m- ----- fff--- FLAT HDR ISH I I PANTRYm POWDER S'-4' CLG, I �,� I I I I LANDING 9'•4' CLG. I s 5-SH 2X4 LBW _ _A2 _Lrq 9 -8' 6' O 2x6 LBW �, -- 0 - FLAT G HDR • 6'-2' 9 5'-0. 3'-0' 11'-4' ROOM FOYER IZoo 9'-4' CLG. CLG. o d) 0 1 1 1 ATTIC I I I L �e919L J 6'-0' X 6'-8 - I TONE $VENEER I LITE DOORS "j " GARAGE --- 1�1 9'•4' CLG. (2) 26-5H 1 I 0 9 13'-4' 6'-4' 4'-8' 3'-5' 1 1 v II' OF --, I I ENTRY LBo� 0 I T-4' CLG. 9'-4' AFF. d' - - - - - - - - - - - - - - ------ 0 9 TOP OF COL--"'7 0 M = 0 8'-8' APP. _ 8'-0' X 1'-0' O.H. vIT v FIRST FLOOR PLAN SCALE: 1/4'-1'-0' STONE VENEER A R C N I T R C T E 6 Des' n GrouAG. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2626 FAX: 813-886-2802 �nnum� 8U]3DIV. & LOT SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL: 3278-JORDYN II GARAGE EWITTG: RIGHT PAGE: FIRST FLOOR PLAN %150QMPH W. C JUL rPM a0000� ,07/12/21 ECALE: AS NOTED EHEET Al w 3/4' TIG SUD FLOOR GLUED . SOREUED PER FASTENER 10'-8 3/4' SCHEDULE 2ND- FIN. FLR 1 9'-4' B FLOORING SYSTEM (SEE FIRST FLOOR FRAMING PLAN) 2X HI OVER 2-8 DOOR AT STORAGE UNDER STAIRS STAIRS RISERS TO CONFORM TO FBCR TTH EDITION 2020 MIN. TPMAD-01 MAX R16ER•1 3/4' 3K' MAY VARIATION IN RISERSRREADS ADJACENT TO EACH OTHER 3/8' MAX VARIATION M ANY R18ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO ESE 1 3/4' •-1/4' OR PROVIDE E42UIVALENT - MM.GRASPAILITY WINDERS 6'WDE DREND MIN II' WIDTH tlRO • ' FROM NARROW END 34' MIN HANDRAIL HGT. 0-0' FIN. FLR STAIR SECTION 1 SCALE: 1/2' . P-0' WALL THE CLEAR SPACE BETWEEN THE HANDRAIL ANC THE WALL SHALL BE 2-1/4' HANDRAIL • 36 ) LAYERS OF 3/4' PLYUIOOD OR 0) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILMG - SECURE TREADS TO STRINGER WR3) % 3' SCREWS • EA STRINGER WTHREADED SHMK TO EXTEND DEYOND THIC9 NESa OF SUB -FLOOR BHEATHMG n \� NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 1/411 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 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. HANDRAIL SECTION A SCALE:NTS NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EGUIPPEO WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (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 12Y12.Tmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %*(15.Smm) 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.E -- — JaIa aI!:!:!:f m.,mg!37101:!:l.:l.:f mg I ol!:!:!.:1:!.:l lmvIal:!.3.:nnt!.:lmsIa � oI!.:!:!:!:!:!:!:!:l laol.:l l l...:!:l.:In --- 64 i� ; � � : U I ' 11 i♦i !�BONUS 0 11 Pp - i♦i i — �♦_ress,• p ♦� i�ATT11 �! * _ f1 •. it - :. • ����fiE������111��Ei Its ■+\��� "A 113 ♦ q ol:....�...•...c0.!:.♦ ...:IOI...♦ .♦.O...aO - Oil P� 4 ...., ♦..... o� 0 :•i ii •i Oi •i� •0 O� ii 84 SECOND FLOOR PLAN SCALE: 1/4' • I'-C' A E C N I T E C T t 6 GrrdaI n c. $41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.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 SVHDM do LOT: SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL' 3278-JORDYN II GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 1 N PH . C DATTE: 07/12/21 SCALE: AS NOTED SHEET A2 AREA OF ATTIC = 2568 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2568/300 = 8.56 VENTILATION AREA X SQ. INCHES PER Fr.(144) = 1232.64 SQ. IN. MIN. REQUIREDVENTILATION IN UPPER PORTION OF ATTIC = .5X 1232.64 = 616.32 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN, PER VENT 61632 /115 TOTAL#OF VENTS REQUIRED = 5.3593 TOTAL# OF VENTS PROVIDED - 6 SQ. IN PER SOFFITVENTILATION AREA = 11.736 LIN EAL FOOT = 616.32 /11.736 TOTAL LINEAL FT OF SOFFITVENTING REQUIRED = 52.5153 LINEALFTOF "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG ( EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) HURRICANE STRAP. SEE FRAMING PLAN 9'-4' BRG. HT. ,L c0 8'-8' T.O.C. _ 8' X 8' PRE -CAST r. LINTEL 'v m e r ' 0'-0' FIN. FLU WINDOW 5' I' +I' u1 DETAIL B SCALE: 1'• I'-0' PI ­ ROOF TRUSSES 4�� BOX OUT BEAM W/ 1/8' STUCCO FINISH 4 PAPER BACK WIRE LATH ON APPROVED HOUSE WRAP OVER 1/16' O5B SHEATHING 6' WIDE STUCCO BAND - TYP. 12, SQ. CMU COLUMN W/ 1/8' STUCCO FINISH 8' WIDE STUCCO BAND - TYP. CONCRETE SLAB AT PORCH SEE FOUNDATION FOR FTG. S12E ADETAIL Q,,DETAIL SCALE: I'. P-0' GARAGE DOOR TYP. SHINGLE ROOF 5 5 .. 5' WIDE RAISED STUCCO "lowl ■■ t - _- - PROJECTION 101 JUN IMEN ■■■ - ■■■ ■■■FINISH - ��ws - loss ■■■ ■■■ 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 I.� I.I 100 , -� =.:C I■I I.� LI I.I ' I.) I■I I.I (.I I■I I■I I■I I.I DETAIL D BCALE: I•• F-0' DETAIL OFF RIDGE T OFF I G�YENT ---- 9 . BRG. NT. TEXTURED F_ FINISH TEXTURED FINISH IZ 51 ,CIO'-S 3/4' ---- -------— - — - — - — - — ------------------- ---- 2—�ND FUR. T. ,►9'-4. ---- --------------- --- B ■ TEXTURED FINISH 61 i0 0 i0 TEXTURED FINISH — - — - — - — 0 0 FIN. FLR REAR ELEVATION-H A R C N I T E C T a 6 Resin PH.407 4077748078 y FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 III DRAFTING BY: MI A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813886-2628 FAX: 813E86-282 annn�o SVHDIV. & LO SILVERADO LOT #15 BLK #16 P1iOJECT# 03719.001-15161 MODELS 3278-JORDYN II GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEV. H 15YNPH EXP. C DATffi 07/12/21 SCALE: AS NOTED SHEET A3 H A g C N I T E C T 5 OFF RIDGE T 12 , 5 5 5 ' F-1 TEXTURED TEXTURED El FINISH FINISH Lt 3/4' Sq5 7ND FLR. HT------ ----- ----'—' ------------------------ - '— - -- 9,_4, EKY-HT�-------------------------------- ---- TEXTURED TEXTURED FINISH FINISH1 r,0 v c0 m ;r FIN. FLR�--- —'-—-—-— -— -— -— -— -— -— -— -— -— -— -— -— - —- —-- _— STONE LEFT ELEVATION-H VENEER (TEMIRED FIN STONE VENEER RIGHT ELEVATION-H IS'-4' ------- 05ig HT. 2ND FLR. HT. _ —�21Z BRLa. HT. GL.r msion L. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesi8a8roup.00m AA#:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813b86-2628 FAX: 813�86-2802 e�mnm� SVBDIV. a< L.OT SILVERADO LOT #15 BLK #16 PROJECT* 03719.001-15161 MODEL: 3278—JORDYN II GARAGE SWING: RIGHT PAGE: LEFT & L1RIGH ELEV. PH 1 aw'I�E. 07/12/21 SCALE: M NOTED SHEET A4H ELECTRICAL LEGEND SYM. DESCRIPTION 4i STANDARD SWITCH -WAY SWITCH -WAY SWITCH y�DIMMER SWITCH HE PUSH 15UTTON IERM08TAT lISCONNECT INGLE RECEPTACLE (129v/20-AMP INGLE POLE) OV DUPLEX RECEPTACLE 0V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT TERUFTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF CUTLET (RED TO SWITCH) 4fl- EXTERIOR WATERPROOF/GFI RECEPTACLE(GROUND FAULT NTERIJPTER) 1OV GUADPLEX RECEPTACLE ® 110V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE CTOR) EDICATED RECEPTACLE I-Q L MOUNTED LIGHT EILING MOUNTED LIGHT ANT LIGHT LOOD LIGHT ALL SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. FT-) A= 3 BULB LIGHT FIXTURE (Q3 4 BULB LIGHT FIXTURE BULB LIGHT FIXTURE 48' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x O RECESS LIGHT • RECESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY LOCATION) P VERIFY I-QJ J-BOX !WALL MOUNTED) -BOX (CEILING MOUNTED) MOUNTED FAN VE AN (I GFM PER SQ. FT.) JACK DETECTOR (WALL MOUNTED) DETECTOR (CEILING MOUNTED) j7TvTv C X G MOUN ) L OOR R K RT • LOCATION OF , JACKS 4 PHONE OUTLETS 4 PANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Tth EDITION (20290) 4 NEC ZIOJZ 20T7 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • WI • 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 MI5013 FBCR Tth EDITION (Z020) • 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 Leh ED ( • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR'ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND Tb% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION !RESIDENTIAL ENERGY EFFICIENCY) 2020, lth EDITION R404.1 ---------------- ---- 0 COVERED I I CASUAL I I .� I DINING v OPT. PRE -WIRE I FXTU14E PCLGFAN I WP / SDI SDI l 1 ---- -� /— / --------------� �-L- LED LIGHTING @ SINGLE LAV2 Q----- - 2 BATH I -- BOXUNDER \ JUNCTION GREAT i GG PAN OR ELEC. FOR HOOD/ GOUNT -T 1 / — — — — — — — MICRO ABV. 1 „' I FOR DJU. 1 QPRE-WIREFOR ' O 1`GL PAN AN I I I FIXTURE J BATH — — — — — — KITCHEN / �� LED LIGHTING ;REF'\\\\` @ SINGLE LAV. --- I _ \ POWDER RM TrN PANTRY IL F I c �� WH WIG--- s \ qp 44'AFF. — — — a( \ CHIMoES GPl* WIG ROOM FOYER 44'AFF. /1\ 44'AFF. PRE -WIRE (��L,,,// ATTIC ACCESS W/ \ FOR Q `SWITCH LIGHT \ CLG FAN \ — J \\ \ , CFI* \ / 44'AFF. QP/CO/ Q� --- GFI CLG.8 \ GARAGE \ 1 OUTLET \ \ 1 I IWP P.B. FOR GPI 0.` CHIMES 1 WI CLG.( ' — — — — — I OUTLET ' ENTRY ---------- ------ / OUTLET FOR \\ IRRIGATION Ell roll — \ TIMER PRE -WIRE �♦ \ FOR COACH \ \ LIGHT ` \ O PRE -WIRE FOR COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' • 1'-0' Ok W� LL --V PRE -WIRE FOR COACH LIGHT A R C N I T R C T III 6 GroupOL1c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 w .abdesigngroup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 813$g6-2802 aummi� aumuv. Z LoT SILVERADO LOT #15 BLK #16 PROJECT* 03719.001-15161 MODEL 3278—JORDYN II GARAGE STaNG: RIGHT PAGE: 1ST FLOOR ELECTRICAL PLAN MPH iAC ass DwAATE 07/12/21 SCALM: AS NOTED SHEET E1 PROVIDE 3 2/0 CU, I % CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS COMBINATION SERVICE DISCONNECT 200 AMP 120ld40 VOLT I PHASE SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M THE FBCR ITH EDITION (2020). LOCAL CODES, AND SWITCH AND ELECTRIC MLO PANEL ALL LOCAL POWER COMPANY REQUIREMENTS. METER IN NEMA B. ALL CONDUCTORS SHALL BE TYPE THHN/THILN 200A/2 3R ENCLOSURE UNLESS NOTED OTHERWISE. MC15 TELEPHONE GABE SERVICE TELEVLI810N ENTRANCE SERVICE POWER COMPANY EQUIPMENT ENTRANCE TRANSFORMER EODU°MENT INTERSYSTEM BONDING TERMINAL AT GRADE LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE 1 •4 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE �2/0 COPPER (CU) IN 2" CIA SCHEDULE 80 PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 14/0 ALUMINUM (AL) IN ELECTRICAL PROVISIONS OF 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS FBCR 1TH EDITION (2020) SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/6" CIA X 8 PT LONG COPPER COMPANY PRIOR TO BID. CLAD GROUND ROD A R C N I T R C T E G%esoLCL- 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd"gigroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M-2628 FAX: 813886-2802 OUHDIV. & I.OT SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODM 3278—JORDYN II GARAGE OWING: RIGHT PAGE: ELECTRICAL RISER, CALCULATIONS 15 PH E . C ELECTRICAL LEGEND SYM. DESCRIPTION dT STANDARD SWITCH .4 -WAY SWITCH 4 -WAY SWITCH 4 ID IMMER SWITCH H& PUSH BUTTON DISCONNECT T HERMOSTAT -e INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE (EQUIPPED IJITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 1OV QUAOPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR MOUNTED) 20V RECEPTACLE (4 WIRE CONNECTOR) -0DEDICATED RECEPTACLE I-o LL MOUNTED LIGHT ]LING MOUNTED LIGHT PENDANT LIGHT LOOD LIGHT ILL SCONCE PRE -WIRE NT FAN WITH LIGHT (I CFM PER SQ. FT.) A� 3 BULB LIGHT FIXTURE PL944 BULB LIGHT FIXTURE BULB LIGHT FIXTURE S' TRACK LIGHTING iTIC LIGHT WITH PULL CHAIN DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x O RECESS LIGHT • CESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) VERIFY I-(1J -BOXELD (WALL MOUNTED) Q -BOX (CEILING MOUNTED) EILING MOUNTED FAN e T FAN (I CFM PER Sa FT.) PHONE JACK I-Q OKE DETECTOR (WALL MOUNTED) Q OKE DETECTOR (CEILING MOUNTED) ® MONOXIDE DETECTOR C ILING MOUNTED) MIMES ® I DG N V JACK -E B PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 9th 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 1th EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PBCR 1th ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, Tth ROOF BELOW I I I I I I I I I I I I I I I I I I I DRYER QD DRYER ��--- VENT BONUS LAUN• ROOM - -- `='C 9 F'I��WRIRE L f P_RE- / CLG PAN �. J PLC'; \ L.T \ SD/CO ®F- I L-J I I / I BATH 3 BDRM 401, _= / PRE -WIRE FOR CLG FAN I I I ROOF BELOW I 1►•I•C. BEDROOM j Q 1 / PRE -WIRE � © FOR CLG FAN ATTIC ACICTESS W/ , LIGHT � / r O1, •. O G I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • 1'-0' LED LIGHTING @ DOUBLE LAV. BATH 3 LED LIGHTING C DOUBLE LAV. BATH I ARCH IT ECT$1 Uesi n GrouspO- . 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdwIgngmup.wm AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 813.886.2802 'd 011111111111loommommom SILVERADO LOT #15 BILK #16 PROJECT# 03719.001-15161 MODEL. 3278-JORDYN II CARACE SaINC: RIGHT PACE: SECOND FLOOR ELECTRICAL PLAN 15YXPH E C JUL11 DATTE: 07/12/21 SCALE: AS NOTED SHEET E2 FIRST FLOOR SCALE: 1/4' • I'-0' ------- ROOF-- -- BELOW I I I I I I I I I I I I I I I I `VTR I IIR' PLUMB, I T nrcr_I�. 3' r VTR VTR� �i I 2' I 111/2' r/I AV 2'I \ I2 AV L V \ KITCHEN SINK W/ AUTO VENT NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. PLUMBING RISER ^1�I I/1'\�� I I/2' � V \ SHOWER (� TUB TO I I I L------------- ROOF -----------I BELOW SECOND FLOOR WA-LEI/4- • I'-0' A N C N I T E C T 8 6 Gaon "I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W .abdeefgngroup.00m AA N: 0003325 IF DRAFTING BY.- A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813A88.2628 FAX: 8134MW2802 amnnN� $tmDIV dt LOT SILVERADO LOT #15 BLK #16 PROJECT* 03719.001-15161 MODEU 3278-JORDYN II GARAGE SKIING: RIGHT PAGE: PLUMBING PLAN 15 H E C JUL DATEI�'. 07/12/21 8CALE: AS NOTED SHEET P1 SCALE: NTS 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 IN EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 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. 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. 0. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. COINTERSUN K C.O. PLUG SECURE STRAP TO CONC. CONDENSER W/ (2)-3AWX2' TAPCONS� UNIT �SIMPSON WB ROLL STRAP OR EQUAL FIN. GRADE OR PAVING 4' CONCRETE SLAB —SECURE STRAP TO UNIT W/ (2) @SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRJ AIR GRILL SEE SPEC. 1'-S'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN) ALL H AVAC TO HAVE PROPER ENTRY PANS W/ DRAINS ENTRY ATTIC CEILING SCORIATED NICKEL FIN. FLOOR O O EXTERIOR WALL BRONZE FL. PL. OR WALL PLENUMIRETURN AIR RETURN • o 00 O SUCTION AND LIQUID 0 AIR SUPPLY REFRIGERANT LINES BRASS PLUG AIR HANDLEREXTERIOR WALL FITTING OR EXTENSION TO C] Loil 3/4'PVC CONDENSATE DRAIN LINE SOIL OR WASTE AS REQUIRED EVAP.TRAY PVC SLEEVE TO LINES BELOW SLAB WADE 8240-K JOSAM 56000 REFRIGERANT LINES TO INSIDE SERIES NICKEL BRASS TOP PLATFORM CONDENSING UNIT CAULK P.V.0 OPTI/SPEC TRAP DRAIN LINE AND TERMINATE FIRST FLOOR DRAIN, AS PER IN AN ITH EDITION FBCR 1TH EDITION (2020) INV. SEE MECHANICAL P LA N MECHANICAL BLDG. CODE SITE PLAN SECTION 301.2A SCALE. 1/4'•I'-0' HVAC DRAINS (I)FLOOR SLAB CLEAN -OUT (TYP.T) A R C N I T I C T 6 GrouOLn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 ww Zbd—group.com AAol#:.003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813E86.2626 FAX: $13-886-2802 Iiiiiiiiii'l IIIIIN119 aVHDIV. & L.OT SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODELc 3278—JORDYN II GARAGE SWING: RIGHT PAGE: FIRST FLOOR MECHANICAL LAN 15 H E C HVAC NOTES 1. 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 ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. 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 SMALL 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. II. DRYER BOOSTER TO BE A FANTECH DEF BOOSTER FAN OR EQUAL. FANTEC4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL ROOF -------------BELOW--------------------- I I I I I I I I i I I I I I I I I I I I I I II I I ROOF BELOW SECOND FLOOR MECHANICAL PLAN SCALE: 1/4'.I'-0' A N C N I T E C T 8 6 G2 on 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 w .abdeslgngroupxom AA #: 0003325 DRAFTING 13 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813b86-2802 BLTIBDIV. a I.OT: SILVERADO LOT #15 BLK #16 PROJECT* 03719.001-15161 MODELS 3278—JORDYN II GARAGE OWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 15 H E yff 2X4 TOP PLATE eas F FLAN PRE-FAB TRUSS 1/2' CL.G. BOARD 1/2' DRYWALL SECURE BT. - PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX 0'-®' FIN. FLR T . 2X4 WOOD STUDS •24. O.G. SLAB 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)TYP. INT. WALL (NON-BRG.) D� SCALE: 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.U. 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' THICle, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY M I:OR YN LN eo. MAWJ _. GALv. aTlEL -By 0T EAD DOOR RE4 K��''T tRAac I Mar. eY otHeRa SY rl^ 'DH TRACKPASTIMD TO ROOM URAGC!UCT A PROVAL .4rneovei REfi 2 GAS LINE THRU BLOCK Dt I �� GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPA 24' OTC. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. FIBERGLASS SHINGLES AS PER FBCR g05.1.1. • EA END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER A8 PER FBCR 905.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNi. ROOF SHEET SNI. SECURED PER SECURED PER R OOSHEATHING OF SHE AS PER FASTENER SCHEDULE FASTENER SCHEDULE SHEET SKI. SECURED PER STIFF BACK AT ALL UPRIGHTS 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER 8TRUGTURAL DETAILS MIL. DRIP EDGE OR 1/1' HIGH STRENGTH CLG. 2x FASCIA PER MAx Ax. 2x FASCIA PER BOARD ELEVATIONS O• PRE-ENG WD. REFERENCE ELEVATIONS AT STRUCTURAL PER ELEVATION VENTED SOFFIT VENTED SOFFIT SEE ENERRGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES PRE-ENG TRUSS STRUCTURAL DETAILS THICKNESS A PER WALL SHEATHING REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR SHEET SNI. SECURE PER THICKNESS AS PER PER ELEVATION MTL DRIP EDGE FASTENER SCHEDULE INSULATIONkPR ELEVATES ION SHEET SNI. SECURE PER TYP. 2x FASCIA PER ON SHEET SNI FASTENER SCHEDULE o.H. ELEVATIONS 5/8, GYPSUM BOARD OR 1/2 ON SWEET BNI. R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED SPECIFICATIONS PER MANUFACTURES P.T. SECURED PER SPECIFIGATION9 STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND a, CMU CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' GYP. WL. BD. ... WOOD BASE 0'-0' FIN. FLR �. a n W/ WINDOW OPENING K 0'-C' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. B TYP. WALL SECTION NO OPENING NOTE: �11-STORY HIP BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF D1 SCALE 3/a .r•0 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 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 1/2' THICK, 2 COAT--[-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,.: 4< STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. WL. 6D. WOOD BASE — Evil _ }0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: 6 1-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF D1 SCALES 3/4'.1'-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. 1441 N. xUNALU KLAUAN ULM LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 ww W.abdesigngroup.com AA 8: 0003325 Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813986-2628 FAX: 813-SM2802 gIE SUSDIV. de LOT SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL 3278—JORDYN II GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. C FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. AS PER FBCR 905.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. R PRE-ENG WD. ER 24' O.C. MAX IfIELEVAT15N 24' O.C. MAX. 7 LEVATION METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALLS FOR VALUES VENTED lox 5/0, GYPSUM BOARD ELEVATIONS ION 5/8' GYPSUM BOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 NSUL. REFERENCE STRUCTURAL R-4.1 INSUL. w O r y0' WINDOW ATTACHMENT w -' w AS PER MANUFACTURES IL STRUCTURAL STRUUCTURAL ' 3/4' T 4 G SUBFLOOR GLUED AND NAILED d) 3/4' T 4 G SUBFLOOR AS PER NAILING 1/2' THICK. 2 COAT GLUED AND NAILED PER NAILING I/l' THICK, 2 GOAT m SCHEDULE PORTLAND CEMENT SC SCHEDULE PORTLAND CEMENT W PLASTER APPLIED j PLASTER APPLIED 4 d DIRECTLY TO w DIRECTLY TO w MASONRY R MASONRY w m R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R R LEVATION LEVATION 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR I/2' HIGH STRENGTH BOARD ER CLG. BOARD lf'51-5VATION IX2 FIRE -STOP IX2 FIRE -STOP (PAGE 831E - DETAILS 344) !PAGE 63.15 - DETAILS 3441 19 El ZZ R-4.1 INSUL. ZZ R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED 1x2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS a 24' O.C. PLASTER APPLIED STRIPS • 24'O.C. MASONRY, 81 Cm DIRECTLY TO 8' CMU MASONRY 1/2' GYP. WL. BD. 1/2' GYP. WL. BD. IX2 FIRE -STOPS WOOD BABE IX2 FIRE -STOP WOOD BASE m m. CsRADE E LINE L�.W ��.�NIEE n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE 3/4'.I,-0' A R C H I T E C T a Gro�upLn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 WW Abdeslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2628 FAX: 813886.2802 INI�IIIII amumi� avHaiv. ae L.OT: SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL.• 3278-JORDYN II GARAGE 8lPnNG: RIGHT PAGE: DETAILS 15,0, MPH XXP. C Ta". 2X6 P.T. • CENTER OF DOOR HEADER 6EO3EO W/ (V N' X 6• J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2- X 1/6' WASHER 4 NUT OR W/ (2) LT X 8' ANCHIOR BOLTS Fw ]• X ]� X V8-WWb1ER 4 NUf 0 a o SECURE 2X4 10 TO ELK W? 9 1/4' TAPCONS 1 V2' EMBED, 8' O.C, 4' END DIET, 1 1/2' EDGE 016T. 0 61GE5,. o 2X6 GARAGE OR SLICK SECURED W/ (6) IR' X B' BOLT OR ANICHIOR DOLTS. WY 4' MRL °1°EDMPlNT, W( 2' X 2• X WWASHER 4 NUT. (1)UTHIN 8. OF TOP, lU WITHIN 8' OF THE BTM, O (3)EVENLY °PACED. 0 1E O NOTES. ALL AW40M SHALL DE IN ACCORDANCE TO MAJI FACTUREWS INSTALLATION MSTRICTIONS W SIM A11PJJ MATYIIGTI AYE - ATYMlBWT GARAGE DOOR t HUCK ATTACHMENT 3 erxc w•.r•e• 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN EMBEDMENT 1 VW; WITHIN S• OF EACH END 4 18. O.G. MAX SPACING, 2X4: SECURE TO BLOCK W/3/16' TAPC0NS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') UTNM 8' OF EACH END 4 W OJ:. MAX SPACING. 2X4: IS SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT I V4') WITHIN D' OF EACH END 4 W O.C. MAX SPACING. 2X6: ® 2X6. ® 2X6. SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS WK2) 3AW TAPCONS W/(2) 1/4' TAPCONS (MIN. (MIN. 614AW SIZE .14E (MIN. SHANK SIZE J49 SHANK SIZE J45 MIN. MIN. HEAD 6fZE 300 MN. HEAD SIZE 300 HEAD SIZE -'I" IN. a, cmMIN. EMBEDMENT 1 V4') MIN. EMBEDMENT 1 1/49 EMBEDMENT I I/4•) WITHIN 6' OF EACH END a' QU UT14IN W OF EACH END 8' CMU WITHIN 8. OF EACH END 1/2' DRYWALL 4 0, or_ MAX OPAGMG. 4 18' O.C. MAX SPACING. 4 18' O.C. MAX 6PACNG. °' CM P.T. OR 5/4'X4' MIN. 1/2' DRYWALL 1/2• DRYWALL 1/2' DRYWALL SECURE THRJ FRAME 4 I'X4' 2XS, CEO 2X& ® 2X8: EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK VX4' SECURE TO BLOCK 1'X4' 6ECURE TO BLOCK a VX4' BLOCK W/ 3/16' WN2) 3/16' TAPCON6 P.T. NAILER UV(2) 3A6' TAPCONS P.T. NAILER WK2) 1/4' TAPGON6 P.T. NAILER TAPCONS DOOR CASING MIN. M4ANK 812E .14& 1M.' OBJB. X 4' MIN. (MIN. 614ANK SIZE J45 DOOR CASING MIN. 6HANK SIZE J46 (MIN. SHAW SIZE J45 MR HEAD SIZE 300 MR HEAD Sig 300 MIN. HEAD 61ZE 300 1/16' OAS, X 4' MR MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/49 DOOR CASNG MIN. EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/4.1 MR EMBEDMENT 1-114' WITHIN 8' OF EACH END WITHIN S' OF EACH END WITHIN 8' OP EACH END DOOR CASING WITHIN a' OF EACH END DOOR JAMB OR WINDOW 41010 .C. MAX 4 18' OL. MAX 4 18' O.C. MAX 4 S' O.C. MAX °PACING DOOR JAMB OR WINDOW DOOR JAMB OR U4MDOU ATTACH TO 2X PER �'�� DOOR JAMB OR WINDOW SPACING. BPAGMG. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS, MANUFACTURES DETAILS. MANU°AGNREB DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" A NDDOR TO BLACK +3/4" OR +5/4" 2X4: M SECURE TO BLOCK W/ 3AV TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/49 WITHIN 6' OF EACH END 4 15' O.C. MAX SPACING. 2X6. SECURE TO DLOOK W/0) 3/16' TAPCONS (MIN. SWANK SIZE J4S MM. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 18' OZ. MAX SPACING. 14' DRYWALL 2X6: 1= VX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCON6 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE MR EMBEDMENT 1 V4') 44I WITHIN 8' OF EACH END 4 M' OrMAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" �11fLNDO1F JTO BLOCK +1 1/2" l�°F NOTE: 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" @RINDOIF TO BLOCK + 15/16" 2X4: SECURE TO BLOCK W/ 3/16' TAPC4N6 (MIN. 8HANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') UT14IN 6' OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST ISE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3AW TAPCONG 3/16' TAPCON MR 1-1/4' (MIN. &HANG SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MR EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 6' cm 4 IV O.C. MAX SPACING. DRYWALL 2X& ® a1/2' SECURE TO BLOCK I'X4• W/(2) 3/16' TAPCONS P.T. NAILER (MIN. 8HIAK SIZE J49 DOOR CASING MIN. HEAD SIZE 300 MRW EMBEDMENT 1 V49 WITHIN 8' OF EACH END 4 16' Of MAX SPACING., DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" r11FINDOM TO HIACK +2 1/4" NOTE. SHIM AS NEEDED TO PLUMB JAM E, (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" �9I711IIni T(1 nt.n(!K 4A" 2X4. IS) SECURE TO BLOCK W/ 3/16' TAPCONS (MR SH AW SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 16' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROWN NON-STRUCTURAL W/(2) 3/16' TAPCONS 3AV TAPCON MIN. 1-1/4' (MIN. &HAK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN 6' OF EACH END &. cm 4 S' O.O. MAX SPACING. V)' DRYWALL 2XS. 1=1 ' I I•X4' SECURE TO BLOCK u P.T. NAILER W1(2) 3/16' TAPCONS MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MK EMBEDMENT 1 1/49 2ND 2X SECURE TO STRUCTURAL WITHIN 8' OF EACH END MEMBER W l2Md WITHIN °' 4 16' O.C. MAX O° EACH END 4 W TO 8. OC, MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE: 614IM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3" /�,1TIrr i Tn ninrrr 4.7^ NOTE: SHIM AS NEEDED TO PLUMS JAMS (00 NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +3 7/16" IIiND011 TO BLOCK +9 7/16" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHIRK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 18' Or- MAX SPACING. 2X6: SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. &WANK SIZE .44E MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 Is, OL. MAX SPACING. 2X& CM SECURE TO BLOCK WW2) I/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 11/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK Icy 6• CM,1 V2' DRYWALL VX4' P.T. NAILER X 4' MIN. III��JJI DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n1/LNDDR TO BLOCK +3 3/4" A R C H I T E C T i 6 GroupOLn. 441 N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134HW2628 FAX: 813486-2802 01111111111 BUBDIV. Z LOT SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODET. 3278—JORDYN II GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH XP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL M MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2022 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/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 10446.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 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 10/2Z/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10532.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 12/18/2022 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 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2029 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 239SSA THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAVMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.2 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'ZT' VINYL SOFFIT SOFFIT 2020 FBCR 12/32/2023 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 @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 i R C H I T I C T 8 6 GaDes� 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 1J: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SW2628 FAX: 8134HIS-2802 BLTHDIV. de LOT SILVERADO LOT #15 BLK #16 P1RtOJECT# 03719.001-15161 MODEL 3278-JORDYN II GAP.AOE 8TI MO: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH E . C JUL Dw1E 07/12/21 SCALE: A3 NOTED SHEET D4 PREFORMED CONTROL JOINT—\ FLANSE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 9' Or— MAX (VERTJ yQ¢L DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES WY ii' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO DE SPACED • '1' O.C. MAX VERTICALLY I \ PLA8TER3 COAT CEMENT \ r W ES LAYER 4, FORTIFIBER / BUILDING PAPER APPROVED METAL LATN FASTENED .T' (VERTJ O.C. MAX AT SUPPORTS WRB LAYER 9, STUCCO WRAP WOOD 614EATHING LATH SHALL NO —14601 BE CONTINUOUS TFROUGFI CON JOMT6 BUT BE STOPPED TIED AT EACH SIDE. PRONDE 2X4 BLOCKING PER ASTM c1063 PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR— / STRUCTURAL STUD STAPLES IN COMPLIANCE WU ASTM CI.63 2. WIRE TIES TO BE (NO. IS) 004l8' WIRE B. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN OL TOLD RRHIO . PT. A O L FOLD N1114 m. PT. A ®^� 2. CRAM . PT. D FOLD OL POLO IHIIIAIO . ® L xoLD NWLO . Pr. A R.A 7. adAN • PT. D ]. CRAM . R. D >_ cTlAee . Pr. c !. awes . I.T. C 4 FOLD M. C owpt Pr. e TIu pr. a Taes ® DDTTa]HL.NWe 4s ® ®TOLD . 7T BOTTGM RNee WATWRT— MAL FOLD, GII Wa1 an. Nam, APPROVED BUILDING WRAP SMALL DE LAPPED A MINI'ItIM OF 6' • VERTICAL LAPS (ROLL ENDS) 46 • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITM FORTtWR SHEATHING TAPE MN LAP .METAL LATH \ LATH VERTICAL LAP TO BE V PIPE/ WIRE TO FRAMMG WINE LATER 9, STUCCO WRAP WINE LATER 4, FORTUFEER DUILOM PAPER METAL LATH WxW SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE P ASMMG OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE HOUSE WRAP. ING TO EXTEND ONTO PIPE METAL LATHING W1R5 LAYER M, I i' THICK, 3 COAT CEMENT CCNT. BEAD OF SEALANT STUCCO WRAP I PLASTER INSTALLAPPROVED AIR METAL LATH INFILTRATIONDARRERNCUSEWRAP OVER .• MN P.YE M MLOL + I WI® LAYER 4, FOR7IFIBER SHEATHING WRB LAYER 9, PORTIFIBER \ � BUILDING PAPER ELA9TOMH COATING OVER STUCCO) \ ING PAPER / UAiD LAYER'I, (S C.V. FNIBFI (SEE TYP WALL SECTION) STUCCO WRAP WOOD 8MEATMING ,SECTION PE 6 TON ElerE YWWnW aid oIMaM c r f he oerrRM piaster .h.11 lh the application a requi ement of requirements of ASTM C 928-18b. I• MN LATW LAP,4.O in.110 no'..terior lathingand framing ALL L— MRN —ply 4th ASTM C 106319., )TAPER L SCALE, I IR'•i'-®' or ASTM 1787. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE VERTICAL LATH WRAP MATERIAL) OVER 4' & PAPER DETAIL APP�TE MOUSE � FLASHING TO EXXTEND ONTO PIPE ' WOOD STUDS V OR LESS PIPE PENETRATION NOTE, 6MEATHNG BIDE LAP& OF METAL PLASTER BASES 614ALL BE SECURED TO BUILDING FRAMING MEMBERS, PAPER a• naa Ler THEY SMALL BE TIED BETWEEN SUPPORTS WITH 00415-K (L21-MIN) STUCCO V LAP. LdTN CUT AND OVERLAP CNE 610E OF WIRE AT INTERVAL6 NOT a• LAP . PdPER SELF -ADHERING MEMBRANE MORE THAN 9' (229-MM). FLASHING AS PER ASTM C1063. STEP 01 YL�L—! Q KICKOUT NOTFOR PAIR OFTEARS IN W� LAYER&, TEAM HORIZONTAL LATH PIPE PENETRATIC DETAIL MAY DE PATCHED & PAPER DETAIL 3,q — WA4OW6E'IRAP TAPE PER MANUF. OPEC. OR N.T.S. PEEL 4 STICK OR AT BOTTOM W&L HT OFRoc.. WYLL NiB1MCTIaNW WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFmL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) — CAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. h�� LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCGO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) W.W SELF -ADM ERING MEMBRANE MASHING (COMPATIBLE UP HOUSE WRAP MATERIAL) OVER 4' .4' 6ELF-ADMERING MEMBRANE FLASHING OVER APPROVED MOUSE WRAP. FLASMNG TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF 6ELF-AD44ERINO MEMBRANE FLA6HNG METAL LATH x—x—x—x STUCCO WOOD OR -111611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTM C-541-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C R I T E C T Grou;r.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA 8: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613-WS-2628 FAX: 8134586.2802 BUHDIV. &. LOT. SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL• 3278—JORDYN II GARAGE SWING: RIGHT "'9WALL ASSEMBLY ETAILS 0 PH JUL PRINT 07/12 21 DATE / SCALE: AS NOTED SHEET WA1 go INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OFNON-MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: X: L BOTTOM, 2. SIDES. 3. TOP VENT CAP 19 TO BE SET IN BED -.�' • OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT u - WATER AWAY FROM JOINTS. i �XZ E-Z BEAD ALL AROUND Id " iyXy VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS " I-�- APPLY SEALANT AT PERIMETER Or - BACKER BACKER ROD FRAME AND STUCCO ON ALL SIDES, A' CAULKING • JOINT ALL AROUND I PER SECTION R703.7 Exterior lathing and plastering BACKER ROD Exterior use of Portland cement plaster shall comply with the application X requirements of ASTM C 928-18b. X: Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, Or ASTM 1787. UPS LAYER -1, STUCCO WRAP HOODED VENT -M: i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER (BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER M, STUCCO WRAP LAYER @, FORTIFIBER BUILDING PAPER r� TucT. -METAL LATH a' CMU ~i VINYL CASING BEAD 6' RAISED BAND -WALL ueoo_ am 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLAS14NG STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING 5ELF-ADHE5IVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL l 6' SELF ADHESIVE FLASHING (INSTALL PER. SPECS.) BUILDIUILDING PAPER / UNDER 'QUICK FLASH' A VENT PENETRATION tl SCALE: N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION O ELECTRICAL CONDUIT PENETRATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER lh' TO 36' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME" CUT OPENING IN APPROVED HOUSEUIRAP FOR BOX INSTALLATION WOOD SHEATHING LAYER -1, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH WOOD0" CON8TI0JGTION ��—FINISTEXTURED -WOOD FASTEN TO WOOD STRUCTURAL MEMBER • 1' OG. MAX a' GMU %•:se peel s WALL • �G 6' WIDE STRIP SELF - ADHESIVE FLASHING, CLEAN ".. MASONRY BEFORE APPLYING 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK U)RB LAYER M, STUCCO WRAP a' STEP #5 STEP #& l 9) ELECTRICAL RECEPTACLE A II C N I T I C T GroupLn LONGW00D, FL 32750 ­ V PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.00m AA #: 0003325 ea_ DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$66-2628 FAX: 813�86.2802 00 SVHDIV. S. LOT SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL: 3278—JORDYN II GARJ&GE SKINO: RIGHT "'WALL ASSEMBLY DETAILS 15 H E)j\ C DAl'E: 07/12/21 SCALE: AS NOTED 81-MET dd A2 WOOD SHEATHING WRB LAYER -1 STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER ')1 HAT CHANNEL ]' THICK, 3 COAT CEMENT ' TYPE 'X' DRYWALL PLASTER 6' OAF. • TOP OF WEEP SCREED - TO SHEATHING SE14NO WEEP SCREED WOOIP SHEATHING �\ 4' POSITIVE DRAM � ,` ncpp ACRFCD - ---- WRB LAYER'I, STUCCO WRAP - ]' THICK, 3 COAT CEMENT ` PLASTER - r P EING ` CUSTOMBEAD - I FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW ' - WRB LAYER 01, STUCCO WRAP U1RB LAYER R, FORTIFIBER I � BUILDING PAPER 6' SELF-ADNEREING WRB LAYER 01, FLASHING WRAPPED STUCCO WRAP �v AMICO AM66-WFWG-'IWI CUSTOM CASING BEAD • CORNER OF CANTILEVER 1 Y ° 4' POSITIVE ORAN 2 WEEP SCREED NO GAP IN FIELD (BROWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. ® CANT. WALE; 1 1/2'-V-V NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5TM C-541-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/8' TYPE •X' DRYWALL W/TEXTURED 4 PAINTED FINISH ]' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH- ]' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER -1 -WEATHER RESISTIVE BARRIER r2 ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON -UEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 'Q ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL 81.I5-FLOOR DECKING PRE-ENG'D TRUS6 WEATHER RE616TIVE BARRIER -1 WEATHER RESISTIVE. BARRIER 4 ]' THICK 3 COAT CEMENT PLASTER FETAL LATH WOOD SHEATHING (SHOWN FOR CLARIFIGATIGN OF SEPARATE ACCESSORIES ONLY) I Y4 GAP FOR [SACKER EXTERIOR GdFADE DRY WALL D RO4 SEALANT — PL HWIC 3 COAT CEMENT VINYL CASING BEAD VMtt CORNER BEAD 1. -vINYI BEm WATER PROOFING lot- LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3. 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE �... SET IN FULL BED OF PEEL 3 SEALANT. )S' MIN STICK DRI P SPACE FROM DRIP ST EDGE TO FACE TO TREX DECK Y4 GAP FOR BACKER I VXI 'Y4 P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER �� CONTINUOUS VINYL GA81I� BEAD WATER PROOFING bi WEATHER RESISTIVE LAYER l2 LAYER PEEL 4 BARRIER h STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER CANTILEVER+_ CK*LAYER DECK MEI'VNRArE, O DECKEXTEND OVER DRIP LOOREDGE ®3' X 3' 26 GA GALV. METAL DRIP EDGE —SET IN FULL BED OFY P.T. OR tFINISH SEALANT,)E' M�(TWX) FISP'� FROM DRP UOUSFACE TO TREX P FOR BAVINYL CASING BEAD 4 SEALANTWATER PROCPING lot LAYER (2LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER ]' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING WREXTURED PAINTED WEATHER RESISTIVE FINISH BARRIER N WEATHER RE818TIVE ]' THICK, 3 COAT CEMENT BARRIER R PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (BHOIW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION XUMN SHEATHING FATHER RESISTIVE AI�IER "I :ATHER RESISTIVE AARRER 4 SAP. \ -EEL 4 STICK I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT OF X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, A' MIN. SPACE FROM DRIP FACE TO TREX /— \PEEL 4 STICK SUB FLOOR I K'XI )P P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS Y4 GAP FOR SEALANT OPT. BACKER ROD. MODIFIED 80 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/6' TYPE W DRYWALL WREXTURED � PAINTED FINISH ]' THICK, 3 GOAT CEMENT PLASTER WEATHER RESISTIVE BARRIER -1 UJEAT1 ER RESISTIVE BARRIER Q EXTERIOR COLUMN COLUMN SHEATHING LEGEND- -1 K2'x3"L'FLASHING DRAINAGE PLANE (WRB 'FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) 06'ME X 3. 26 GE METAL DRIP EDGE E WRB LAYER *2 (FORTIFIBER------— SET IN FULL BED OF SEALANT,Yj"MIN. BUILDING PAPER) SPACE FROM DRIP PACE TO TRECASING, VINYL CASING BEAD METAL LATH X—X—X—X WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 1/161 ZIP WALL ]' THICK 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLA5HING 4' POSITIVE DRAIN uFp Sr_Raon VINYL CORNER BEAD J / (SHOLLN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER ]' THICK, 3 COAT CEMENT PLASTER 2 1/2' i FASTENED TO 814EATHING • T' OL. MAX. `I C yIRS LAYER -1. STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER '4, FORTIFIBER BUILDING PAPER S=HZR BEAD ® FRAME 2 1/2" i, CORNER BEAD (FASTENER 4 SPACING a l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C) BLOCK WRB LAYER N, STUCCO WRAP WRB LAYER v2, FORTIRBER BUILDING PAPER\ METAL LATH � J' THICK, 3 COAT CEMENT PLASTER W5ELF-ADHERING FLASHING WINDOW FLANGE STUG7 WRB LAYE BUILDING METAL LA ]' THICK, 3 PLASTER WSELF-< FLASHING DRIP G< WINDOW 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) SHEATHING WRB LAYER 01, I STUCCO WRAP WRB LAYER 02, F-ORTIP15ER BUILDING PAPER METAL LATH (EXPLODED THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) A R C N I T E C T 8 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.wm AA 8: 0003325 10 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 813-886-2802 BVHDIV. Ae LOOT: SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL. 3278-JORDYN II GARAGE SWING: RIGHT "'WALL ASSEMBLY DETAILS %15XNPH ER. C JUL PRINT DATE: 07/12/21 Scmx: 0 NOTED SHEET A3 WOOD SHEATHING METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD —f DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH .(EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAY STUCCO t )'i GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER B STUCCO TO SIDING TRANSITION SIDING-7 WRB LAYER M, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYL ANGLED ` �tlRlcnON v— BEYOND CASING BEAD ;''i ....� i WOOD SHEATHING WEATHER RESISTIVE WRB LAYER V, FORTIFIBER DAICtIER'1 BUILDING PAPER ; WEATHER LATH EW616TIVE METAL 1 xTYi LAr6101w. �/�rLA614W. HERINIGTHICK, 3 COAT CEMENT � ' PLASTER • ; PLA6NNG L HEATHER PM616TIVE BARRIER MSTARTER t41 6'SELF-ADHERING STRIP \96AMER �SIBTIVE FLASHING = \�A6NttF+c.�NER NGTAL � GALV'D METAL - G DRIP C WINDOW CASING BEAD C WINDOW 15 C � FRAME, W/BAND) 'Z' PLAS14NO WOOD TRIM MEMBER / I Y4' -X_ 6' BIMIILATED ANT I UJVW TRIM MEMBER \ / oR AF'PRovEa' � 6TIYL.O GA6RNfa SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER •I, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER Wo°D CONSTI4lCTION BEYOND 1gR NG BUILDING PAPER i WRB LAYER 01, 01ODD 6NEATNN6 / I' FLASHING. THICK, 3 GOAT CEMENT STUCCO WRAP BARRIER REelerlvE I 1 BARRIER \ WEATHER RESISTIVE BARRIER 4 TO LAP PLASTER = HEATHER RESISTIVE / \ / 6' MK ABOVE TOP 'Z' BARRIER 4 / OF FLASNNG WRB LAYER 62, FORTIF15ER xXIRIET`X LAPSDNG a 1 14 BUILDING PAPER O HEATHER RESISTIVE BARRIER'1 VINYL ANGLED , 6.61ELF-ADHERNG _ \\ CASING BEAD [ ' rLA6NW. / WEATHER BARRIER RESISTIVE METAL LATH VINYL CASING BEAD STARTER STRIPGAL 7 THICK, 3 COAT CEMENT Do Nor CdaLK opt I / METAL W FFL 6 M (EXPLODED ✓3� VIEW FOR PLASTER RAL GpmR�a \ / / Nor eauLK OR ._, CLARITY) GALV'D METAL —' WEATHER RESISTIVE CASING BEAD 9 RAISED 8BAND (FRAME) SCALE: IIII S. SIMULAT ER � � of 'Z FLASHING E-Z BEADyMYL GA6NG ` I Y' X 6• SIMULATED (W/%' FLEXIBLE PVC \ wboD TRIM MEMBER BACKER ROD) \ / 'SELF-ADNERNG 6' 6ELP-ADHERING I I , I FLASNNG FLASHING \ ' THIAL GAP WACAULKI CK 9ASTER \\\ R OR APPROVED SEA WEATHER FE616TIVE - MAIT14EER P961571VE MARRIHEATHER RESI6TIVE E-2 DEAD 0L GA BARRIER 4 (W/'16' REXIBLE PVC BALKER ROD) SIDING TO STUCCO HEATHER RESISTIVE ® FRAME TO FRAME BARRIER 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR "1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 2X FRAMING MEMBER SEALANT WINDOW FRAME x—x—x—x 0 J' THICK, 3 COAT CEMENT PLASTER METAL LATH a . WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/W FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY i'4' GAP TYP CASING BEAD TO WINDOW 9' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP \�::b' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING A E C N I T E C T III"' Group#Um 1941 R. RVRNLV RWYNR 6LYV. 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. SURE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 FAX: 813586-2802 BLTHDIV. ae LOT SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL.• 3278-JORDYN II GARAGE SWING: RIGHT P" WALL ASSEMBLY TAILS t. IfO kPH EXP. C 2 DATE 07/12/21 SCALJ,C: 0 NOTED SHEET WA4 1 A E C N I T E C T E CAPE D 8E TA N IN KEEPING THE VENT PROPERLY q' T AND 1P ALIGNED, VENT PIPE IS SEALED IF -D. NAIL IN PLACE SMPV J IN Y DALVANRED USING 1-11P NAILS AT EACH CORNER. ROOFING CEMENT SHOULD SE APPUED TO ALL SHINGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT GOOSENECK VENT OPENING IN THE ROOF RECOMMENDED IN SEVERE MEATHER COASTAL SHEgrryl SIZE THE OPENING IN ACCIXiDANCE KITH THE CIURTT IN THE EVENT AMECMANICAL VENT FANIS CONSTRUCTON ZONES. USED.A ETHEVENT OPENING IN ACCORDANCE MATH VENT, IPANUF__R_ PIPING CONNECTION INSTRUC IONS. CO NOTCUT INTO TRUSSES OR RAFTERS 4W1EN CUTTING THE OPENING IN THE ROOF. FnTM RRINTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLMIOE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING, SLIDE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHNTOPOF LLO SHNDLETTOM VENT FLANGES TOIAY ON THE TOP OF THE SHINGLES. I e�o ROOF HOOD VENT DETAIL SCALE:NTS a1rt HDUSBIRAP AT 45' ANGLE PT op= •11 cur N HOUSERITAP LINE OF WMDOIU OPENING APPROVED HOUSEURAP OVER SHEATHING OVER M.D STUD WALL NAILNG FLANGE JAMES I MD END FHING LASn I' MINBENSILL FLEXIBLE FLASHING TEMPO FOLD-1 TUCK P.A at HE I FOLD IN AT SLOP STEP>ll DO NOT SEAL BOTTOM FIN STEP 6 FLASHING OVEF VINYL HEAD PLA64M MATH DAMS) NAILING FLANNE IID(iBID SELF-ADHEIEFIf FLASHING P MN BEYOW JAM FLASHING INSTALL VINYL CAP ASPHALT PLASTIC CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALIfrN FLASHING UM NT. EDGE OF NLL RO. MECHABCALLY FASTEN PAINED ROOM (CAP NAILS, STAPLES) INSTALL DUPONT FLE)UIRAP AS TL PLA814M AT THE POLD HOU6EUAIM CC" 4 TAPE DIAGONAL CUT 4 ACROSS HEAD Q LINDCM PLUMBING VENT DETAILS SCALE: NT$ km.LT Y'NOM.— :CNTRAJWS MAD )F SEALANT AT iA MM AND HEAD UGPLY TO BACK < ANDOW NA LNG LANCE N LIE W) 'IR-FUNIGHED IDLES OR SLOTS. INSTALL S' WDE ADHESIVE - BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT MIW=TO•WRAP SIT-20XL a MWIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 38' WIDE VALLEY FLA K. 5aH OR HEAVIER FEL UNDERLAYMENT ASPHALT ROOFING CEMENT VALLEY CENTERLINE FASTNERSNITHN 8'OFCENTERLINE II TRAFASTNERSIN END OF SNINCLE NO END SHNGLE AT LEAST 12' BEYOND VA EYCENTERLINE ' 'CLIPPEDOFF CORNER AT 4S DEOREE LSHINGLES TRIMMED 2-SACK FRpA VALLEY CENTERUFE L IT 16 THE OONTACTOM REePONMLTT TO VERPT ROOF VALLEY DETAIL THE conPATSEALA of ALLPRODMIRINCLDING TOUBEURAP, BEAN.AMF 4 L PRODUCTS SCALE: INTO PLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECFICATICIJS WARNING, SEALANTS MAY REACT ADVERSELY IF NOT WMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1155 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL DE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTR3ISION BELOW THE WINDOW OPENING SSEALL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY ON H2U (O B-1AL)SEALANT 4 WNDOWCMU JOINT. FLUID APPLIED FLAWNG(LANCO 041TE-SEAL RC-N OR EQUAL). SLOPE BILL TO Ex NOTE, I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 SELF -ADHERING PLA614NM MATERIALS USED DURING CONSTRUCTION. 2. PLASHING AT EXTERIOR WINDOWS AMC) DOOR OPENINGS SHALL BE INSTALLED N A0DORDANCE WTH MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD 1.1 OF MSC R10SA U IN ACCOIADANCE UMT14 FENESTRATION MANUFACTURERS INSTALLATION AND PLASHING IETRUCTIONS. ULARIEY,. SEALANTS MAY REACT ADVERSELY IP NOT CO'TPATI__ WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE: NTS PH: 407-7U-6078 FAX: 407-774-4078 MMM.abdeslgngroupxom lIi,., AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�86.2628 00 FAX: 8138862802 annmin SVHDIV. & LOT: SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL., 3278—JORDYN II GARAGE SWING: RIGHT P"WALL ASSEMBLY ETAILS 50 MPH . C D W 07/12/21 SCALE: Ag NOTED SHEET WA5 2x6 SUB-BANb W/1'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE �\ I\ '1/8' TEXTURED I FINISH g WOOD I �\ 2x6 SUB 1/2' TEXTURED FINISH m CMU METAL FASCIA WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� \\\ NOTE: NOTCH FOR 2Xfo \\ SUB BAND ONLY \ ®ELEVATION ®FLAN )A 11 © FLAN 5- fi—ROOF KICK OUT REMOVED �\ FOR CLARITY ROOF DECK (BEYOND) \� DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) 1/8, TEXTURED FINISH • WOOD, IR' TEXTURED FINISH • CMU METAL LATH \_UIOOD SHEATHING OR CMU UPS LAYER M, STUCCO WRAP(FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFMG CEMENT DRIP EDGE METAL KICK OUT I1/8' TEXTURED FINISH a /WOOD, 1/2' TEXTURED FINISH ® CMU -,, 2x6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT is 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/Wx4' NOTCH A END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL / 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 ® WALL W/KICK—OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF- SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY Gr esoign 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdeslgngrouP.com AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 3278-JORDYN II "'WALL ASSEMBLY DETAILS IANMPH KIP. C JUL UY 2121 nwTE 07/12/21 scwi.E: AS NOTED SHA EXTT dd A 6 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1113INDICATES #5 BAR, EIINDICATES #6 BAR,RBNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" 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 REINF. REMARKS 616 W1.4-1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12, CONTINUOUS IS. - (2)#5's - (+)0'-0" FM-16x18 16, CONTINUOUS 19, - (2) #5's FMC-1208 12, CONTINUOUS 19, - (2)W. #51N CURB VARIES 7MC-16x18 16' CONTINUOUS 18" - (2)#5's #51N CURB VARIES CW-12x12 17, CONTINUOUS 17, - (2)#5's CWC-12x12 12, CONTINUOUS 17 - (2)#5's #51N CURB VARIES TE-2 12, SEE PLAN 1. - (2)#5's F7-24x24 24" 24" 17, (2)#5's (2)#5's F2-24x24 24' 24' 12, (2)#5's (2)#5's BELOW GRAM 73724x24 24' 24' 17, s s (-p'{'BELOWGRADE Ft-36x36 36' 36' 17, () 's () 's (-)V-f BELOWGRADE F1-30X30 30' 3T 12, (3)#51s (3)#51s _ -r BFIAWGBADE F-30X30 30' 30' 12, (3)#5's (3)W. _ 4-BELOWGRAm CMC-12X12 17' CONTINUOUS 17' - (2)#5's #51N CURB 4V-0" 19,-8" I, 5' 5" ., 4'-6" 5'-5" I, 12' 8" 1'-41. T-2" .. T-6" 5". 3'1" .. 9'-0" I. F2-24X24—\ i I R r----------------- FM 12x18 — o ------FM-12X18 � I I I I m m l 4" CONC. I EXTEND END OF PVC I n I SLAB au I ri I 0'-0" CHASE UP 12" ABOVE TOP OF c I I (o w N COND. CONC. PAD m e I w I v O w I SLAB m r�= I I ya EXTEND )4 I I SLAB 1 1/2" I M I I. I 12'-4" 12 -2" D 3. 2" I F1-36x36 F1-36x361 I I I • I I I �J �1_FM-16X18 1 4 I I I �I 16'-0" 15_'-0_" #4 X 7'--_0" .C�. W/ 10" HOOK @ 30" O.C. %IIIIII 8. -9" 25'-0„ 14'-9" 4a %�Y PROTECTION TREATMENT MAY I 2X4 WOOD 0 WALL W/SYP.BORACARETERMITE # 2 STUDS @ 12" O.C. II)II �ywULL PVC CHASE BE USED IN LIEU OF SOIL 9 FOR ELEC. TREATMENT.CONDUIT 17 AV gvO-T 4 � 0'04" A/C CHASE TOP of rxXN0� IIlII SLAB LJ 1.1 9 2X4 WOOD 1 #2STUDS @11 CV- 12" O.C. 12X12CW12X12- w "IIIII ______ _--- L J rIII cwr l°zv° 81 I1IIII I IUr ro 1 3._e2_0,8'-8" 4'-0" T-10" 8'_3" 4, 9„ 9 r----- cVC-i2x1z —JIII —1 — III —16STUD o 1i•, --t-z�x 2X4 WOOD WALL -- --— AJ W/SYP.#2 11 FM-16X 3I2 5 iN A'Q.0 .mro Bo —STDSUNER 2'-B" 1.1 .1 1.1 �P OF EA.TRUSS ILL X30o EXTEND F- I 8 SLAB 1 1/2"2 • � I I � N,., I X I (1) #5 BAR I GROUTED I 5'-0' 3'-0" i t'4" CELL I BENEATH I I U 10'4" 19'4" I WINDOW EXTEN I L _ _ SILL _ FM_16X18 _ SLAB 1 1/2— a I 4" (.'ONC. °p ro SLAB uI 013' N 4'-8" 4" 8-43 F-30X30 w c ,w 2 U----FM-12Xt8 1 ---- J I------ ILL I 1.1 4 2 I FMG16X18 3 I 1., (�FM-i6X18 F3-24X24 — N, 10 I 1A I F1-30X30 4 .- 1 1 N FMC-12X18 * (-)7 FMC-12X18 I LL M_12x18 FOUNDATION PLAN A R C Hi T E C T S 6 GIFoupOLw. t41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesipgmup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 813.888-2802 111111111 01111111111 BLMDIV. dt L+OT: SILVERADO LOT #15 BLK 16 PROJECT# 03719, 001-15161 1[ODEL• 3278-JORDYN II GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 1 H E C Dw 07/12/21 SCALE: AS NOTED aHEET s1 30„ MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED g S _ STEEL REINFORCING IN GROUTED •• CELL SEE PLAN FOR SIZE AND a (L _I CELL SEE PLAN FOR SIZE AND p 0 0. SPACING REQUIREMENTS zSPACING REQUIREMENTS . m � W I jP, r zi �+ a arm— N FM f 1 f Z 8"CMU WALL O 8" CMU WALL I • CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH >I b +- 0'-0" a WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB c1 TOP OF SLAB I .., °I SO THAT THE STEEL REINF. IS CONTINUOUS . MATCH AMOUNT OF CONTINUOUS BARS SEE SLAB SCHEDULE SIZE 48 BAR DIA. EXT.PORCH SLAB4' CHAMFER (1-STORY) ; .-VARIES•L•BAR tliSLAB SCHEDULE TOP OF GARAGE EXT. FOR SLAB CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 6 CHAMFER (2-STORY) #3 18" JOINT JOINT (WHERE #4 24' NT ISOLATION 14AND W/ 1/T ISOLATION 4" CHAMFER (1-STORY) , 6' CHAMFER (2-STORY) APPLICABLE) ZEE SCHEDULE il5 30' �„ JOINT (WHERE •- • EE SCHEDULE APPLICABLE) Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 WxD, BAR SIZE„ 46 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO 47' iv � %EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE: 3/4"=1'-0" n G BGALE: a-4"=1'-6' CORNER BARS DETAIL GARAGE 3 /1 GARAGE DOOR k SCALE: 3/4"=1'-0" W RECESS ca/ gJ u, W e. W= LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON (W11 NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CURB FOR LAP TO OCCUR OVER STUD OF WALL W/ PLAN MASONRY W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING UNITS SET � lb+ A7 ELEV: O a I WALL W/ SYP No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ 0-0 > to NEW REINF. BAR SPACING. SINGLE B7M. PLATE 1/2'SH WEDGE ANCHOR O a SECURED W/ 2- PART g TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH STRENGTH PLATE 0- EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. 16" OC -I a UNO SIMPSON SPH4 OR SPH6 MAX. a FOLLOW ALL MANF. = 0: SPECIFICATIONS FOR BTM AND TOP PLATE RECESS AROUND GARAGE w a = m USE AND ANCHORS W/'-x i vz' COMMON NAILS FILL ALL N DOOR OPENING 31/7'DIAMETER CONIC. I 6x6 METAL PLATE F-m PREPARATION OF C7 v Z w HOLE. w HOLES, DO NOT USE 10d W x 3' SLAB SCHEDULE Q FFLLEDSTEELPIPE BASEW/1/Z'x6" [SEE ANCHOR BOLTS M FO TOP OF SLAB < 4" CHAMFER (1-STORY) °.�_ LAP TOP PLATE A MIN. OF 49' � 8" CHAMFER (2-STORY) AND NAIL W/ COMMON VERIFY HEIGHT < • " a NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN ' EQ. EQ. SEE SCHEDULE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING FOR WxD, BAR SIZE WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE AND BAR QUANTITY BTM. PLATE TO BE PT. ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY MONOLITHIC FOUNDATION NAIL 16"0/C STAGGERED. 5 BOLLARD SCALE: 3/4"=1'-0 (W/ UPLIFT) ADDITIONAL METAL SCALE: 3/4"=1'-0" SCALE:34"=1'-0" CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. W (r SLAB SCHEDULE a [SEE +_ 0'dY' TOP OF SLAB LAP TOP PLATE A MIN. OF 46' ° AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 4 2x4 OR 2v6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE EQ. EQ. SEE SCHEDULE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO _ ¢ a FOR WXD, BAR SIZE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAS W"W MASONRY NAIL p AND BAR QUANTITY 16" O/C STAGGERED. tr a W mm INTERIOR CURB FOUNDATION WOOD WALL CONNECTORS NOT CONNECTORS NOT � a V SCALE: 3/4"=1'-0" (NO UPLIFT) UPLIFT IIS PRESENT ON 8"CMU WALL POURED LINTEL CONT.(TYPJ 8" CMU FILLED CELL (TYP.) 2X WALL FRAMING TOP OF SLAB a1/2" SEE SLAB SCHEDULE DIA. SIMPSON STB2 BOLTS 6' +- 0'-0' EE SLAB SCHEDULE MINIMUM EMBEDMENT INTO TOP OF SLAB aZ ZGROUTED CELL, 4" FROM ENDS AND .-.-��- ATED" COLUMN PAD 16"OA. VERTICALLY MAX CENTEREDUNDER WALL AND L-F7 �POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULEd CHEDULE FOR WxD, BAR SIZE D, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY �/.. 9k6' MASONRY COLUMN W/ INTERIOR FRAME BRIG WALL TO (2)#5'S ARE DESIGNED TO BE INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO - BLOCK WALL CONNECTION PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 9 scALE 3/4"=r-a' NO UPLIFT) ` FOOTING AND COL . PAD 0 SCALE: 3/4"=l'-0" HE BLOCK AS SHOWN W/#5 do DOWEL IN FOUNDATION. m SCALE. 3/4'-_ 1'-0" DOUBLE FILLED CELL 12 SCALE: 3/4"=l'-0" A R C NI T E C T i 6 Grous� 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-77"078 www.•bdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 813.886-2802 �Vlnlh� L91111YIY7 9Ul3DIV. & L074 SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEU- 3278-JORDYN II GARAGE SWING: RIGHT PAGE: DETAILS %15PH EXP. C JUL DRurr ACE: 07/12/21 aCAL.E: AS NOTED aHEET S1°1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z SPACING REQUIREMENTS MIN. 10" EAD W/+1" NOSE g o 8" CMU WALL PAVERS #4 REBAR(TYR) ¢ w m U W 0'-0" TOP OF SLAB - 0 w TOPS SEE SLAB SCHEDULE O Q Z 1l2' RADIUS OR - CHAMFER b ato .,: "`a r W 0 \ v X 07 Q M QN SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY w n — III z 3 w O • < v...° m 0EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL 2 AT ALL PAVER AREAS SCALE: 1/2"=1'-0" SCALE: 1/2'=1'-0• LAP TOP PLATE A MIN. OF 48" AND NAIL W/ l6d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING CELL SEE PLAN FOR SIZE AND WALL W/ SYP No 2 STUDS SEE ? SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ a PROVIDE DBL TOP PLATE lfZW' WEDGE ANCHOR W/ Z' 8" CMU WALL WASHER SET IN HIGH STRENGTH z. EPDXY 5-1/2" EMBED. MIN. @ 16" u SIMPSON SPH4 OR SPH6 OC MAX. 0O uJ SEE SLAB SCHEDULE BTM AND TOP PLATE ANCHORS W/ 10tl x 1 1/2' IS COMMON NAILS FILL ALL + 0'-fT HOLES, DO NOT USE 10d TOP OF SLAB - a^ x 3' SEE SLAB SCHEDULE TOP OF SLAB , SCHEDULE •ate a� _--SEE FOR WXD, BAR SIZE -' 4 AND BAR QUANTITY SEE SCHEDULE I �OR F WXD, BAR SIZE INTERIOR FOUNDATION CMU WALL ,�/ AND BAR QUANTITY 4 SCALE: 3/4"=1'-0" INTERIOR FOUNDATION WOOD WALL 5 scALE:3/a•=1'-a• (W/ UPLIFT) AEC N IT ECTIi 6 Grou�L� "I N. RONALD REAGAN BLVD. 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: 813866-2828 FAX: 813588-2802 Sulmm ae LiOT- SILVERADO LOT #15 BLK #16 PROJECT* 03719.001-15161 MODEIA 3278—JORDYN II GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. C 1 O'-a" Li 1.11 fV 4 cn c c m A o 2,$,. "v io 0 N 0 4'-10" 0 9'-10" u 14'-10" 19'-10" a 2D -6 4 33'-4" a'v fV N v N io i� M 19.4. 14'-6" inn a 5-$„ o 18'-1" 14'-0' 12'-8" 10'-0" 6'-6" v (1) #5 BAR GROUTED N CELL BENEATH io Vv1NDOW SILL �c 6" 12'-10" Y 10'-O" iY v 4Qi 10'-8" -4„ -717 FIRST FLOOR DOWEL PLAN SCALE: 1/4"=1'-O" A R C N I T E C T 8 Grouse 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgigroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 613-886-2802 suBDIV. Z L.oT SILVERADO LOT #15 BLK #16 [PROJMCT# 03719.001-15161 MODEL: 3278—JORDYN II GARAGE OWING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 150,4PH E . C VERTICAL REBAR CALF! TO HORIZATIONAL BAR W/ /—Tl'E GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. • 6. TO HORIZONTAL REBAR W/ 10" HOOK � a GROUTED BONDROUTED BOND BEAM VARIES PER ELEV. Z a � 11 0 O #5 BARS 1a rol FM 8, I IT 10"HOOK d �:a • a<.a.._°' d ••�aZa _°'° CLEAN OUT REQUIRED m 0-a' 0: FOR INSPECTION d L OI " FIN. FLR. of O - •a �' - TIE ERREBAR j ° . v TO HORIZONTAL aI ❑ b ° de REBAR W/10"HOOK _ BAR SIZE 48 BAR DIA. • -. Z W "� 00 #3 16, #5 30" CMU UNIT ;o ARE NOMINAL DIMENSIONS 0,6, OFFSET METHOD CONTINUOUS BAR SIZE 48 BA8R DIA. /6 36" #7 4K HORIZONTALNERTICAL HORIZONTALNERTICAL METHOD #4 24" #5 30" MASONRY SYMBOLS 3 SCALE'. 3/4"=V-0" REINFORCING n 2 REINFORCING SCALE: 3/4"=1'-0" � SCALE: 3/" 1RCNITECTS GrouoLn 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774{078 FAX: 407-7744078 www.abdesipgroup.eom AA #: 0003325 / DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2628 FAX: 813-886-2802 DATE 07/12/21 SCALE: AS NOTED SHEET S1. 2A 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, .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 d DESCRIPTION REMARK 10 (2)2X6 2Q (2) 2X8 3Q (2) 2X10 S' CM WALL REF. PER PLAN CRICKET LINE S' X 16' LINTEL OMITTED FOR CLARITY W/ (3) 5 BAR DOUOLE 2XI2 P.T. LEDGER W/ 3/4' DIA J MOLT SEE SCHEDULE, PRE-ENG. ROOF ` TRUSSES • 24' STAGGERED FROM SIDE OPPOSITE. / I O.G -A - MIN. 5/8' TYPE FLOORING 'X' GYP CORAD DDL 2XI0 P.T. SYSTEM LEDGER W/ (SEE FIRST GARAGE SEE SCHEDULE, FLOOR FRAMING SEE SCHEDULE, �'�) STAGGERED FROM OPPOSITE SIDE LINTEL SECTION A SCALE: 1/1' . I' SEE TRUSS PLANS FOR EXACT SIZES BEAM SCHEDULE ® INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM 113,01.=BOTTOM OF LINTEL/T.O.A.=TOP OF ARCH /TO.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION fc (psi)SIZH, ZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID CNGBB1 MASONRY 3000 8x16 (1)#5 (1)#5jj� qNIA GROUTED SOLID BB2MASONRY 3000 8x8 (1)#5 GROUTED SOCB1CONCRETE 3000 8X24 (2)#5 (2)#5 (2)#5 O.C. GROUTED SOLID - • '. 81`16AT/OM/O 2 CH5 BRG 9-4" BRG. 9'. BRG. 10'-8" G. 19. 8F16-lT/lM/18 - - BOT OF LINTE L@94 13'-0" MIN. LINTEL LENGTH FOR I V-8" OPENING -UNO, PROVIDE BB2 WHERE ROOF TRUSSES BEAR TOP OF WALL EL 9AUNO 8F16-lT/l M/OB m DBL STUD UNO, PROVIDE BB1 UNDER HEADER WHERE FLOOR 8 TRUSSES BEAR, TOP OF .1 WALL, EL. 10'-8", UNO LBW _Q_ 8 DBL STUD ,i UNDER HEADER = FTGR1 17'-0" I. 2'-2" BF32-1 T/1 M/OS I. O m I ;!o b :81RF30- 8F8-1TIOM/OB 8F8-1T/OM/0B B2 @ 9-4" 2 SIDES 8F32-1 T/l M/OB TOP OF WOOD WALL, EL. 9'-4" B7 @ 9'-0" 2 SIDES m 6 fi . o0 TJ�4� W DBL STUNDER ° DBL STUD 1 UNDER FLOOR ° SYSTEM TOP OF WOOD S2 WALL, EL. 9'-4" z W w z s T -M DBL STUD UNDER FLOOR SYSTEM �m 8F32-1 8F30-1 Tll M/OB m CRICKETf- LINO, PROVIDE BB& m WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 9'4", UNO BOTTOM OF LINTEL @ v rR° je FRI 101 �1C :::::::::i::::•:::r:::::::3:::::: LIFT BEAM PLAN SCALE: 1/4"=V-0" 6 Grou�Ln. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdealgngroup.°om AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 FAX: 8134W6.2802 svHa:v ae IUDT: SILVERADO LOT #15 BLK #16 PROJECT* 03719.001-15161 MODEL.• 3278-JORDYN II GARAGE OWING: RIGHT PAGE: FIRST LIFT BEAM PLAN (CAST—CRETE) 15 PH EXP. C NOTES TO THE INSPECTOR/CONTRACTOR A R C N I T E C T R TYP1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. HEIGHT. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1/a TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xt6' 7O �C'Qn / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM Grou �. #5 CORNER BR W/ 30" LAP FOR EACH O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL •. 1 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. 6, LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. n 8 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR W/ 10" HOOK \jj/ Z P�S�� 8x16 DEL. BOND TOP OF LONG OOD7F�02 860 QE\ BEAM W/ (1) #5 BAR BOND BEAM �\\ EACH COURSE FAX: 407-7744078 w .abdeeiglgroup.com • OQF.�\\� W8(B#5BAROND AM TOP .`; BONDBEAOM AA#: 0003325 F - FILLED W/ GROUT 30" TYPICAL I .\\AO U =UNFILLED GROUT SOLID FROM TOP DRAFTING BY: �{1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL A.B. DESIGN GROUP #5 BAR IN BOND BEAM BEAM COURSE DRAFTING INC. SEE NOTE 5 6439 BEAUMONT CENTER BLVD. 8x8 PRE -CAST CONCRETE SUITE 1004 6-1T/1 / B MASONRYNOMINAkl LENGTH OFBARWIDTH OF TA PH: 813-886262834 QIF HEIGHT # OF #5'S, TOP CORNER IT I6 OR INTENT S THIS ENGINEERBOND BEAM COURSE OPENING-2' n BEAM DESIGNATION FAX:613-866-26D2 'S G THAT XFXX- 1T/1 MNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0 1 IT ITHIS ENGINEERINTENT ANDXFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER S 'S SCALE: 3/4"=1'-0" AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING RD XUXX - lT/OMJOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BR BENT AS SHOWN 3 14' 2X6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE,145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8' EE SLOPE FROM EACH END AND 19' ammm� e EMBEDMENT�A N I-1/4" o • B (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #$ MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END BOND BEAM EMBEDMENT EACH CELL HOOKED IN TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW VCMU WALL tl SILL CONSTRUCTION CORNER BARS 4 5 ARCHWAYLF�RAMING DETAIL 3 AT CORNER STEP x SCALE: 3/4"=1'-0" $VHDIV. Ae LOT: SILVERADO \�N� , PROVIDE 3" DIA. HOLE IN LOT #15 LINTEL SO THAT VERT. BLK 16 REINF. BAR CONTINUES THROUGH LINTEL. PROJECT* I 03719.001-15161 {/ de I I a I S.U SINGLE #5 CORNER ° BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF OF FILLED CELL BOND BEAM a 9 II I II / II a I I IYJE WOODSEMM FAMERBPACMO d. =2" MIN, 2 J' MAX a.=2j"MIN, 9"MAX (2)219 s=1+'MIN, 2}'MAX a, = J' MIN, 2 }" MAX d. =2" MIN, 2 J' MAX a. =2 t'MIN, 9"MAX (2)210 }'MIN, 2}"MAX as = t' MIN, 2 J' MAX d. =2" MIN, 2 }" MAX % = 2 }" MIN, 9" MAX (2)2d s=1}"MIN, 2J"MAX a. _t MIN, 2 J'MAX MODEL: 3278—JORDYN II GARAGE SWIIJG: RIGHT NOTE: PAGE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF DETAILS THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: 1 MPH W. C d, = END DISTANCE a, = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS e = EDGE DISTANCE 8x8 CMU PIER PROVIDE #5 BAR ° 'MUST HAVE 2 OR MORE LONGITUDINAL J / /o W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE ROWS OF NAILS ( i SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH LINTEL. BOND. BEAM CHANGE DOUBLE STUD W/ 10d NAIL ATTACHMENT CHANGE IN � ELEVATION OF BOND BEAM SCALE: N.T.S. A NO DATE: 07/12/21 SCALE: AS NOTED SINGLE LINTEL, MULTIPLE OPENINGS aHEET 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" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL 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 2 718" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 )4'N5 Jai") SYR ASU46Z W/5/6' DIA x PT., WOOD POST 5" EXP. BOLT r— — — — — — — — — FIRE FLOOR —� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI DRAFTSTOP PRE-ENG. FLR. JOISTS��jT�v II TI 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS ti1s 0 LU Uj 0 0 0 U U U W W W W U U U FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-O" tivl A R C N I T R C T E 6 Grouse. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdealgngmup.mm AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 FAX: 813-886-2S02 ammm� $LJBDIV. & LOT SILVERADO LOT #15 BILK #16 PROJECT# 03719.001-15161 MODEL: 3278-JORDYN II GARAGE SWING: RIGHT PAGE: FIRST FLOOR FRAMING LAN V.15R-MVH EXP C DwTE- 07/12/21 8CALE: AS NOTED 811EET S3 a Y I T C! .• A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 160 x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (1 6) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER lxZ 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)1. GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", B" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES g 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 USE, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) E1ATYPICAL TRUSS/ Q��16 1C GIRDER CONNECTOR(S) SCALE J!4"=1'-0' 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH Cl-G. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1Y7GYP. WL BD. ,FLOOR TRUSS CONNECTION @ L.B.W. ► BDALE:3/4"=1'-0" (NO UPLIFT) NOTCH / DEPTH 114`0 / / HOLE EDGE -1. HOLE DIAMETER � < 2/5•D SGL STUD OUTER 1/3 OF SPAN ONLY BTM. — PLATE STUD NOTCHING %1 AND BORING LIMITS O SCALE: 1 1/2"=1'-d' EDGE >5/8" HOLE DIAMETER < 3/5'D DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —. TRUSS ANCHOR WITH (9) 10d x 1 k' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/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-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HO TO CMU AND (12) BOB }'x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HO TO CMU AND (18) SOS a' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) }" x 5'TITEN HD TO CMU AND (18) SDS �' x 3" GALV. COMMON NAILS. lx2 SECURED W/ 1Dd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN,) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE:34"=1'-0 LSTA12 20 GAUGE W/ 10dx1Y2 HDG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & 16tl x • I 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB �, GIRDER/WOOD POST CONNECTIONS J SCALE: 3/4"=1'-0' NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS2- G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL V I L SCALE: 3/4"=1'-D" # 1100 UPLIFT SIMPSON — HTSM20 W/10 1Od TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1 /4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=T-U' 6'-0" MAX (W/lX4) FOR 10'-0" MAX (W/2X4) c i� )IAGONAL .CHORD CING, SEE V FOR LOCATION NOT BE UIRED CHORD OF ,D ROOF TRUSSES lx4 BTM. CHORD BRACING "'O/C —/ —END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� /+ INTERSECTION TYP. BTM. CHORD BRACING G Cl SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1"TO 60--0 (3)'X" BRACE SECURE 2x8 PT. PLATE BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7 FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFF13ACK (AS PER O.C. MAX TRUSS ENG) CONT, 2.4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-EN&D TRUSS SCALE 3/4"=1'-0 5' EDGE CENTRAL 22' MAX. w/ 8" EDGE SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE TYP. TYP. P. jCHEDUL SCHEDULE SEE FRAMING PLAN LEDGER BOARD SPLICE (OR LEDGER BD.) Z' THE USE OF ALTERNATE MATERIALS MAY BE SCHEDULE FORL—SEE CHEDULER W EDGE LEOG dSYP RT. USED SO LONG AS THEY CONFORM TO THE f SIZE . (TY SCHEDULE LEDGER BOARD T. BE EMBED. (TVP) 1.ENSURE THAT EXP. USED WITH O.W T. FOLLOWING BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" FRONT ALL AROUND BOLT. LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 2. END OF FRONT AND REAR A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS _Z LEDGER SHOULD LAP A MIN z EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES m OF 4'-0". (2) 2X10 m AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND 3. ALL BOLTS TO HAVE SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE Z WASHERS i THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO °D 4. EXP. BOLTSIJ-BOLTS tO 2 A SIMPSON H10A OR LGT2 ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 (2) 2X8 SHOULD NOT BE ANY REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SYP PT CLOSER THAN 6" O/C, LEDGER SUBJECT TO F1 AND F2 FORCES. FLOOR JOIST LEDGER SCHEDULE MARK SIZE IBOLTSIZE MIN.@IDDISTANCECENTR&SPAWIG A DOUBLE 2x8 la, 8" 16' O/C E DOUBLE 2x10 (2) 3/4" 8" 22" O/C 10 WOOD LEDGER DETAIL SCALE. 3/4"=1' 0" 11 ALTERNATE MATERIALS SCALE: 6 GVO'Lam. 41 N. RONALD REAGAN BLVD. 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: 813886-2828 FAX: 813-086-2802 a 3� SLJBDIV. ac LOT: SILVERADO LOT #15 BLK #16 PROJECTfp 03719.001-15161 MODEL: 3278—JORDYN II GARAGE SKIING: RIGHT PAGE: DETAILS 15 PH E C FLOOR DECK PT TERMINATION2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16° x 4 TAPCONSNAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 RA CING BACK, 1 FLOOORR BRACING SCALE: 3/4"=1'-a' SIMPSON H6 W/ (8)8d COMMON NAILS 21 STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 12" HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, �� TRUSS PARALLEL TO WALL � scALE:3/4"=1'-a' DBL PT TRUSSESS W// 10d 10d BETWEEN 3" O.C. 1ST PLY INTO LEDGER AND 10d @ W O.C. STAGGERED UPPER PLY INTO 2X6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION PER ELEVATIO2x8 2x4 P.T. CEILIN NAILERW/ MASONRY NAILDBL 0 12" O.C. 1X2 FIRE -STOP I MI "WOOD SCREWS 'Y x T LONG 3' O.C.; STAGGERED OFF CENTERLINE OFF 2,6; NI 3/4" A3 SHOWN SIMPSON A23 Z/EATRUSS 4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE 2X10 LEDGER FRAMING PLAN) SECTION DETAIL AT TRUSSES BEARING3 ON EXTERIOR WALL SCALE:3/4"=1'-a' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: @ TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2X6 x 2" LONG @ 3" O.C.; MI 2x4 BLOCKING @ EA. BRACE. STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. #8 WOOD SCREWS x 2' BELOW STAGGERED OFF TOENAIL INTO TRUSS W/ (4) 16d NAILS 0 EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) LONG @ 3" O.C.; MI CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5) 12d 1'-4" MIN. FROM 2ND. FUR. FLOOR DECK STAGGERED AS SHOWN NAILS @ EA. END LINE 2X5 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT MI 8d RING SHANK NAILS @ 4" O.C. MAX @ BT. OF FLOOR TRUSS DBL 2X8 LEDGER TO CMU W/ 12" EXP. BOLT e"CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING (BT. 2X6 IS FOR WALL SHEATHING NAILER ) 8" CMU WALL AT 16' O.C. AND 6' FROM MI END W/ MIN 5-12" EMBED. 16d NAILS @ 8" O.C. MAX END W/ MIN 5-1/Z' EMBED. REINF PER PLAN PER ELEVATION FLOOR DEC /4" PER ELEVATION PER ELEVATION 1X2 FIRE -STOP FLOOR DECK LL 3 PER ELEVATIO ILIII „4„ 0�nnv NAILING PATTERN o NAILING PATTERN p Ow2v. PER ELEVATION F,Sr= PER ELEVATION PER ELEVATION 0UU T � PER ELEVATION --Z 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24" M FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD - PRE-ENGINEERED WOOD NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) 24" M 2x4 P.T. CEILING FLOOR TRUSSES (SEE MASONRY NAILS @,2 D.C. ILEDGER FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ NAILER W/ FRAMING PLAN) MASONRY NAILS REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM REO. EVERY TRUSS (VERIFY @1,,NRY 1X2FIRE-STOP INSTALLED TOO LOW SIMPSON HETA-16 @ W/TRuss PLAN) 1X2 FIRE _U 3Z'O.C.MAX. -STOP SECTION DETAIL AT TRUSSES PARALLEL (VERIFY W/TRUSS SECTION DETAIL PLAN) AT TRUSSES PARALLEL ��TO EXTERIOR WALL AT PARALLEL /PERPENDICULAR TO EXTERIOR WALL scALE:3/4"=1'-a' PRE-ENG FLOOR TRUSSES AA 6 SCALE:34"=1'-0" SCALE 3/4"=T-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'4" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING (TYP) @ 24") O.C. NOT SHOWN FOR CLARITY) MAX JRE-ENG 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/B" GYPSUM BOARD OR 1/Z' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH CLG. BOARD 44/46 SYP NO, 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. I6d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2X6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING, SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • o• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. • 0• AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10d x 3'• 12'k9' WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSSNVOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 1aA" O.C. MAX. EPDXY 5-1IT EMBED. MIN. @ 16" 1 OC7 10b 1 Oi�i OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 4° o •a° TRUSS TO POST CONNECTION O SCALE: 3l4"=1'-0" ° A- SIMPSON MTS-12 U <990 LEIS W/ (14)10d GALV. NAILS. • * B - $1 PSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSI MPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 212" SOB TO POST TRUSS CONNECTION @ L.B.W. POST TO SLABCONNECT10N `hQ `71J SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 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 2-1/2' NAILS TO POST. A N C N I T E C TS1 5 Grou0L c. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdeelgngroup.com AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2828 FAT(: SI%862802 InlNl�ll ��mmm3 BLJHDIV. d0 L.OT SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL.• 3278—JORDYN II GARAGE 8WING: RIGHT PAGE: DETAILS 15 MPH EXP. C Of 49'-0" 1 .1 0 i A E C N I T E C T i +T LONGWOOD, FL 32750 ­ V PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE ]004 TAMPA, FLORIDA 33634 PH: 613b86-2628 FAX: 813886-2802 DIg1111113 av>Baiv. ae LDT: SILVERADO LOT #15 BLK 16 PROJECT1j1 03719.001-15161 1[ODEL• 3278-JORDYN II PLAN SECOND FLOOR DECK n 150 MPH SXA. C O j� 07/12/21 scwLE: AS NOTED SHEET S4 47'-4" 43'-6" 38'-6" 33'-6" 29'-8" 23'-11" 18'-2" 14'-8" ,I� 11'-2" , (1) #5 REBAR GROUTED CELL BENEATH WINDOWSILL r; 0 O @z co D V V � N w U o c0 N LLq 18'4" c 6'-0" "v iV ao Y (2 (1) #5 REBAR Y GROUTED CELL O BENEATH WINDOWSILL 6'-6" 10'-0" 14'-0" 17'-10" (1) #5 REBAR GROUTED CELL 4 _ BENEATH WINDOWSILL 2'42'4" 5'-10" 9'-4" SECOND FLOOR DOWEL PLAN SCALE: 1/4"-V-0" I R C N I T E C T i 6 GaSO=. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813866.2802 e f EIVHDIV. a M'7 SILVERADO LOT ##15 BLK #16 PROJECT# 03719.001-15161 MODEL.• 3278—JORDYN II GARAGE SKIING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 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/ IOd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'D. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 A DESCRIPTION REMARK 1Q (2)2X6 0 (2) 2X8 3O (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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pP-0 WH, REINFORCEMENT STIRRUPS REMARKS BT,. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" A R C H IT E C T S GrouS LlL l41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesl"oup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2628 FAX: 813686-2802 9UBDIV. as Lo SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODELi 3278-JORDYN R GARAGE BTaNG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES AAST-CRETE) C MPH DATTE: 07/12/21 SCALE: AS NOTED SHEET S5 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 DRAWNGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF F-------------BELOW — ------- I I I I DIAGONALS FOR BOTTOM CHORDBRACING @ 20'-0" O.C. MAX (TYP.) 18 I 1' I 1A �19 .1 II EJ5R I I EJ5R I 1A I o, I I 1A I I I • = CJ3. I 4 i I CJ1 I I I L-----------ROOF----------J BELOW ROOF FRAMING PLAN SCALE: 1 /4" = V-0" A R C N I T E C T R G%SODesign Lc. 441 N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744076 www.abdesigngroup.com AA #: 0003325 DRAFTING JV A.B. DESIGN G DRAFTING [5439 BEAUMONT CE SUITE 100 TAMPA, FLORIDAPH: 813-886-FAX:$134386- �v000moo. 9unDIV. & LOT. SILVERADO LOT #15 BILK #16 PROJECT# 03719.001-15161 MODEL.• 3278-JORDYN II GARAGE OWING: RIGHT PAGE: ROOF FRAMING PLAN & NOTES 150 PH EXP. C B • ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' 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 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING "ASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RINGSHANK, 212' 0131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RINGSHANK, 23/8" 0113 F1667 SCREW SHANK PER INCH) RSRS-01 Sd RINGSHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7116' O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d 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. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1. 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD TE: ROOF SHEATHING THICKNESS WAS CALCULATED D ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES ur 2 w zc =U y O Zv m 8 Z z C0 z W S z 0 3w Z 0 ¢ (D � U W p O RAFTER OR TRUSS ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 1610.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING �-• #8 Z' DECK SCREWS @ 6"-6" O.C. MAX @ EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS • q44♦A IVIV VAVA .�f®.r pff••••••••• VW A .A. •®..JAV,:A , l • • • • • • ©e©T •© ROOF WAND DESIGN PRESSURES ET(OROS91 ASCE]-t6 Z EI=N.e - ZONE2 = 0 3e=83.2 ZONE 2n= ZONE3,=- 1 ENd ZGrE gSTPNCE WINDSPEED. ISSMPC'H RI.CATEGgiT. • c�:ADONY:n APPLIOABL COEFR PRESSLRE COEFFlOEgENi:-10 18 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER MRIGTION TYPE -AD,- REMARKS 1.2PTFURRING TO MASONRYICONO. HARDENEOCDL LI1/Y'LONG. S, -I-- TO MASONRr,COW tle'DIw NO VMSHER TAPCON MASONRY FASTENER a„DID I-E...,, P EI� 01- 11IY' Egei. SOD,4 EXT. DOORS Cw9E1W2DENEDWIL PqC NWWIWOR/FASTEN WRAOE DOOR BACK OIA OR EXPAN9ICN BOLT te•o/c l3,S"qA) VEMBED., VENDDST., t.PT,SEENOT -LONG. STAWERED INTO MASONRY,'OJNC� TO MASONRVICOPK. WAgiER 24•gC(t?qA1 EWEDST. .- CASEHARDENEDOJIL B'OD WNWWnODow FASTENED 1115-TO CONTACT THIS ENGINEER FOR SPACING N Poou T, SEE NOTES INAIll I LONE. STAWERFD INTO MAsornrxouc. -0NRr/conc. REQUIREMENTS EJ(T.9NANG DOOR BlM 1.SEENOTEII (2111Seu NOWASHER 'TaPWM' FASTNER 10 O,C 11/2'EMBEO, S'ENO. GIST,It/l EDGE DST. NONSEMiNG WVOD -LT.-STAB t(C EXPANSIDJ ]4 O.0 e"EMBED. FEND W/WASHER BOLT DST.,3"EWEDSr. L09 NWWBUCK 0.138•PAF.21,@ PO,t a"END. DST.,11T P EELWL.,SEE W(WpgHER STAGGERED WE DST. NOTE 8 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A VYCOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M. MAXIMUM AGGREGATE SIZE SWILL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE (I ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS' FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI BUILDING CODE REQUIREMENTS HALL BE SOUTHERN PINE NO, 2 OR BETTER, Fb = 1100 PSI AND A MODULUS OF CRIPPLERS SILLS ETC. $H STRUCTURAL FOR STRUCTURAL CONCRETE, TMS 40EMBER AISI SPECIFICATION FOR THE DESIGN PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARPoER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL IO COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHESAND SEALED WITH ADHESIVETAPE. A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TREATED. ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS 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. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020 7th EDITION. SEE NAILING SCHEDULE ON PLANS. , TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD-nonconcurrent 10 psf BTM CHORD -non-concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 BTM CHORD 5 psf BTM CHORD psf DEAD LOAD TO RESIST WIND UPLIFT: 10psF BALCONY LIVE LOAD e0 PST STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY ILA LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM'. 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40pBf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS'. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5°,4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318ANDASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED HTtOMWMEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINU`rES. 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 OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. F FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/ORWEATHER 1-1/7 FOR N6 AND SMALLER 2" FOR NS AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER Ur FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI, BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS 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 A36IA36M, Fy = 36 lost FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPW4, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ANC N I T E C T t 6 GroMson $41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.ebd•signgroup.00m AA #: 0003325 DRAFTING BY: L_AFTING DESIGN GROUP INC. 54UMONT CENTER BLVD.SUITE 1004A, FLORIDA 33634 8,_SS_2628: 8139EII ��ewooa . SU13DIv & LOT SILVERADO LOT #15 BLK #16 PROJECT314 03719.001-15161 MODELI: 3278-JORDYN II GARAGE OWING: RIGHT PAGE: DETAILS 150-C 150 MPH EXP. C DATE 07/12/21 8CAL.E: AS NOTED 9FIEET S N1 • a 45 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CW Ee MAX. DETAIL A FASCIA 7D STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O7 STAPLES INSTALLED - THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @--r 12" O.C. MAX (INTO Q 7(DWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLESINSTALLED 7O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. HANNELQ j" MAX c4 W- DETAIL D OSTAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --'"I Q J-CHANNEL--' 1"1CTA 11 C J-lrTl/11VIVGL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOI / BY OTHER 2-1/4" EMB. Z1X2 WOOD BATTEN 11 T—SOFFIT 1Q -J-CHANNEL 03 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING O STAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. ,,,,-STAPLES INSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) �CONCRETE/CMU OR WOOD (NOTE 1) SPAN 'L' WIDTHEAVE WIDTH (ROOF(ROOF OVERHANG)OVERHANG) CONCRETE; "WANEAVE CMU ORWOOD (NOTEA)CONCRETE; CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E'SEE DETAIL'D'SEE DETAILE (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-CHANNEL i„ MCTA 11 f% J—I.�f-1/1%I V 1 V GL TRUSS/JOIST/RAFTER BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Q MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q WOOD) IN J-CHANNEL O 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 CONCRETEWASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 375 .4 3.625 3.625 3. 5 TF i .03 iii 12� sA DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 f ARC N I T E C T 6 Gamsoi n ut 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-774-4078 mmabdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 386-2628 FAX: 813-886.2802 �amnun OLJBDIV. de LOT: SILVERADO LOT #15 BLK #16 PROJECT# 03719.001-15161 MODEL.• 3278-JORDYN II GARAGE OWING: RIGHT PAGE: SOFFIT DETAILS 150 MPH EXP. C nwTE� 07/12/21 SCALE: AS NOTED O MET sD1 410 i z f 9 0 0