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HomeMy WebLinkAbout6545 Cobble BlissSt99 2� 99 D�sT� 'C r=. FOR: F- ,�ry r -�fi�' ^S 4' a•� ,� c1c)R HORMNrl, 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FLORmA BUDDING CODE, RESmmmm ABV. ABOVE LAM LAVATORY DATE DESCRIPTION z DR HORTON HOMES w. 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 7M EDITION i� t2=) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH -EXPOSURE - B -I-STORY RESIDENCE - :I-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A;c AIR DJUSTA LE ADJ. ADJUSTABLE ALT. ALTERNATE AAMPERAGE MP. BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CUR. CLEAR CONC CONCRETE °� CARPET c.T. CERAMIC BLE n. DRYER DEL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER LUM M.C. MFR MIN. M.T. MTD. MTL. NT.S. Oc P7. PH, PH, PLI'. PLYWD PR. PT. LDMICINE MANUFACTURERE7' MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED 6 24 19 ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/29/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS -COVER SHEET PC ON -GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION -D- FRONT & REAR (5/12 PITCH) PG A3D-ELEVATION V LEFT & RIGHT (5/12 PITCH) PG EI-ELECTRICAL PLAN PC PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI-DETAILS D2-DETAILS PG D3-PRODUCT APPROVAL LISTING 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON 12/04/19 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 01/2T/zo ADDED sILlP30N CONNECTORS I.L.O. USP 07/14/20 CHANGED ROOM NAYES PER D.R. HORTON 12/01/20 MADE REJNE DICHANGES FROM ENC. FOR 2020 CODE CHANGE 12/01/20 WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/19/21 REPATHED ALL XREFS FOR 2020 FBC CODE CHANGE DIM. DR.IENSION R. RISER PG WA1-WALL ASSEMBLY DETAILS DISP. DISPOSAL DP. DEEP DDs. DOOR DOWNSPOUT DTI. DETAIL RAD. R.A G. RRMF' R.O. RADIUS RETURN AM?II. GRL R MG ATOR ROUGH OPINING PG WA2-WALL ASSEMBLY DETAILS PC WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS STATE OF FLORIDA SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: DW. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR PG WAS -MALL ASSEMBLY DETAILS A. ABOUCHACRA ELEVATION EQ ° A s ET HUNG SHE AR No. 93723 EXH EXHAUST EXTERIOR F.G.TX. FDGLASS SH SHW , R SIM SHSHEATHINGEXT. SHOWER SIMILAR A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LIVING 23T2 S0. FT. GARAGE (ELEV. D) 538 SQ. FT. ENTIRT 50 SO. FT. F.G. FUELGAS FIN. FINISH FIR. FLOOR FLUOR. FLUORESCENT SL. SL. GL, STD. SWS SLIDING SLIDING GLASS STANDARD SHEAR WALL LONGWOOD, FLORIDA 32750 COVER90 LANAI 201 S0. FT. FTC R F001 NGI FRENCH R TEMP. 7E rON EREDGLASS Tel: (407) 774-6078 TOTAL 3161 60. FT. GAR. DISP GAUGE DISPOSAL TO.C. THICK PC FCURB Fax: (407) 774-4078 G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS TO.P. TO.S. TYP. TOPOFPLATE TOP OFSLAB TYPICALGYP. STRUCTURAL SHEET DESCRIPTION PC SI-FOUNDATION PLAN PC SI.IA-DETAILS PG 91.2-DOWEL PLAN BD. GYPSUMBOARD U.N.O. UNLESS NOTED IT . HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W WASHERHOT DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER INSUL.RHT HEIGHT TION WVD/ ITH WOOD PC S1.2A-DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT INTERIOR . WINWIAN]EERR W.I. HEATER WROUGHT IRON PC S2-IJFT BEAM PC S2.IA DETAILS PLAN PC 93-FRAMING PLAN PC 93AA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PC 93.I13-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PC S3.1C-ENTRY DETAILS PG 9N1-DETAILS PC SDI -SOFFIT DETAILS 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. AD DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFILs IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFILs HAVE I EN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. IE6111ITE0T8� Grou�� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 acrealy aLOT: SILVERADO LOT #1 BLK #10 PROJECT 03719.00�-01101 MODEL: 2368- DESTIN GARAGE STYING: RIGHT PAGE: COVER SHEET 150 MPH EXP, B 01 PRINT 08/17 DATE• 21 / SCALE: 1/4"�1L-O" SHEET cs 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. SrrE WORK I . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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. GAMES AND CAU09M I . 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR$ NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION 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, 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.- 'nMBER I . 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: 1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 0. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROOFIWALUFLOOR 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 I . SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3 ' CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH%. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXrERI0R 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 WTH 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 EXrERIOR FINISHES I . 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 NTH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, MERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl 787. 3, LATH & ACCESORIES PER ASTM-C-1 063-19a & 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 - l9a AND R703.7. 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. EXMMR CEILIINGS I . EXTERIOR CEILING TO BE 1/2"GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4'TYPE'W DRYWALL SCREWS AT 12- O.C, (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICESARE NOT A PART OF AB DESIGN GROLIP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTORS 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. E)rrERIOR SOFFrrS I . EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10120 (RM) k R C IS I T E C T 8-1 5 aDesolgri Group 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 'H-T._._�.2. F.: ft..6-2.0. .0 ' 'diiiiiiii I I !r.§-N rINUDIDIV. a. MITl SILVERADO LOT #1 BLK #10 PP.OJZCT# 03719.001-01101 MODEL. 2368-DESTIN GAPtAGE 8WING: RIGHT PAGE: GENERAL NOTES �,150 MPH EPBj 0 '1 DATE: 08/17/21 SCAXJC: 1/4"=l'-O" ET GN F r NICHE TEMP. GLASS 'O PLR UI/ 24' TEMP. GL& DR 42' KNEE - WALL � nW r• 413'-0' 15'-4' 1'-4, 1'-10, 4'-4' r��1 25-SH 25-614 36'XI2' FG 25-SH EGRESS TEMP EGRESS 9 ------------- -- -- immi ----- I - �� COV�EAED P''" :° N BEDROOM I BEDROOM I T-4 a& I I 9,_4.CLG 121_0. j n ? % 6 Y CLc. I TO10'-0' I sow S.G.D.`^ -- I i L----- ------- L9H _ I6'-5' 721. 4'-9' 3'-6' 1'-4' ® I I CAFE 9 3'-6' 5-8' I I I I 24'-1' I T-4' CLG. s I m I ® sm I I I I GREAT ROOM v ircLc01 i I TRAY CLC& I ,TO IIIIII 10'-0' IIIIII e-HE-L 11III0 9 O 1. I A KITCHENI ----iII'6_0H --° --JII IT I I 5'•4'CL& - i • 6'-4 14'-6' -0'2'-4' `'-4' 3' REFI y v BEDROOM ti' i 9 DINING 6 I i- " PAN. a r I ROOM _Z 9'-4' CLG. p I 4 9'CL4 4 - `� I 58H I W. II 1-11 3 -2 1'-2- 4 -0 rn � r — — — — — l I BOY. OF 54'X22' ATTIC MTI WH PRE- o 2X10 rjUC� yU�' " y II MDR • L-----U ACCESS PLUMB TUB BATH 9 �I ,� g'_0, L.T. 4'-3• 22 m 9'•4' CLG o? Q FOYER ISH ------ 9'-4'G.G. 95' B N 0 GARAGE V-4' CLC% DR. /2A2S.L. 5'-5' 6' 28'-4' BEDROOM ro 9'-4' CL& ENTRY IY•8' CLG 2 - 16'-0' X T'-0 O.H. 8'-0' X 1'-0' O.H. EGRESS EGRESS 3'-2' 3'-10' 6'-4' 6'-4' V-4' 16'-0' '-8' 8'-0' I'-4' 13'-4' 28'-4' 413'-0' FLOOR PLAN SCALE: 1/4' • V-0' FLOOR PLAN NOTES - ALL DIMEN6100 ARE FROM FACE OF I %BLOCK WALL GE (OR EDOF FLOOR SLAB) TO FACE OF Yl4LL BTJD UNO. - ALL INTERIOR WALL* ARE 3 )I' UNA. - DRYER VENTED THROUGFI ROOF (VTR), NOT 6CRERGD. - AIR COM411E6601lt GET ON 44'X44' POURED CONC. PAD. PAD BEGINS W FROM EDGE OF STRUCTURE. - SEE GFEET ON FOR GENERAL AND STANDARD BUILDMG NOTES, - ALL HABITABLE ROOMG TO HAVE ARC FAULT CIRCUIT INTERRUPTER - ALL PULL WEIGHT BLOCK WALLS BETAEEN FILLED CELLS WITHOUT OPENINGS ARE *HEAR WALL& SQ.FT. CAM'S LIVING 2312 Sa FT. GARAGE (ELEV. D) 538 Sa FT. ENTRY 50 Sa FT, COVERED LANAI 201 Sa FT, TOTAL3161 SQ FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR U7/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRIG. HEICsHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN, -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LEGS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT 9'-4' BRG. LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2•X6' STUDS . 16, O.C. W/ 1/2' DRYWALL SHIM AND SECURE COUNTER TOP VARIES MATERIAL TO CABINETS. INSTALLER SHALL ] INSTALL FLAT BAR REINFORCING KITCHEN N BRACKETS AS B' v ? NECESSARY. CABINET BAR DETAIL A SCALE: NTS OOIPOIBR Ma) q�1D0a10IIIO LQAOB a�elc ww o�GaalE FDR a aeooln auBla OPB11t>8 MOM am19B 1 H WW MO FlElPKa MOTPE R10TACE MIN. WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR MIN. CRITERIA SGD. MIN. 12 5 212/-263 CRITERIA III OAD. 112 5 209/44.9 W10 O.H.D. 56 5 21b/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. = 14'-8" 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. CMMDA78PAN 1 R C N I T E C T 8 Design Grou LLD. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd"olgroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 Ikk FAX: 813.886.2802 BU33DIV. do LOT SILVERADO LOT #1 BLK #10 PROJECT# 03719.001-01101 MODET- 2368— DESTIN GARAGE SIVITWG: RIGHT PAGE: FLOOR PLAN 150 MPH EXP B DwA 08/17/21 8CALE: 1/4"=1'-O" 91mim Al --------------------- WINDOW \ I RAISED STUCCO BAND WINDOW RAISED STUCCO S, BAND I 5• I I I I I ' DETAIL DETAIL ' I\ A SGALE—: I'• I'-0' @)1 LE: I'• I'-0' � \---------------------/ / — — — — — — — — — — — — — — — — — — — — — — — — — — — RAISED \ \ STUCCO BAND SIDE ENTRY SIDE LITE DOOR LITE I .1, s n •I' I I s s I I I I I I I �DETAIL RAISED s \ ISTUCCO •I' BAND S I � I GARAGE I DOOR I I\ E DETAIL IT-8' R_IpCsE,�_ HGT.---—-— -—---— - —- — -- - � SHINGLE S ROOF HGT. Y FRONT ELEVATION-D TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION r -0' AREA 0 F ATTIC = 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA 3164 /300 = 10.55 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1518.72 SQ. IN. M IN. REQUIRED VENTILATION IN UPPER PO RTION OF ATTIC = .5% 1518.72 - 759.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 759.36 /115 TOTAL% O F VENTS REQUIRED = 6.60313 TOTAL# OF VENTS P ROVIDED - 7 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LIN EALFOOT = 759.36 /11.736 OTALLINEALFTOF SOFFITVENTING REQUIRED = 64.7035 LINEALFTOF `AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF W ALLTO EXTERIOR OF W ALL, NO OVERHANGS INCLUDEPA___ A R C N IT E C T I 6 Gr esolgn {41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813386.2628 FAX 813.886.2802 IP UIBDIV. Ac LOTSILVERADO LOT #1 BLK #10 ROJECT# 03719.001-01101 MODE14 2368—DESTIN GARAGE STrWO: RIGHT PAGE: FRONT & REAR ELEVATION "Y' IIIJ50 MPH EXP. B 1" L 0 wTE 08/17/21 SCALE:: 1/4"=1'—O" SHEET A2D A R C N I T E C T ON SHINGLE I ROOF \/ OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT — - - - — - - - - — - 12' HGT. HGT. I D TEXTURED A FINISH A i0 LEFT ELEVATION-D SHINGLE ROOF \/ OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT - m. Foam 2,_m, CAP TEXTURED STONE TEXTURED 0 FINISH VENEER FINISH i0 0 s 0 -0' FIN.- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - - — RIGHT ELEVATION-D (TEXTURED FIN15H) Grousl 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813-886.2802 11111111111 SUBDZV. & IAT: SILVERADO LOT #1 BLK #10 PROJECT* 03719.001-01101 MODEI4 2368—DESTIN GARAGE SITING: RIGHT PAGE: LEFT & RIGHT ELEVATION "D" 150 MPH EXP. B PRD" D,T.L. 08/17/21 SCALE: 1/4"=1'—O' SHEET Nk A3D • Neu Ivan T ELECTRICAL LEGEND BYM. DESCRIPTION y9- TANDARD SWITCH yl€ -WAY SWITCH 4 -WAY SWITCH ,I_ SWITCH -m BUTTON ISGONJEGT i HERMOSTAT INGLE RECEPTACLE (125v/20•AMP INU POLE) � WV DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (ECIUIPFED ITH GROUND FAULT TERIUPTEWTAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOr"i RECEPTACLE (GROUND FAULT NTERUPTER) I0V OUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR OUNTED) 201V RECEPTACLE (4 WIRE :CNNECTOR) -0 DEDICATED RECEPTACLE I-Q IWALL MOUNTED LIGHT MOUNTED LIGHT DANT LIGHT OD LIGHT 4r.(EILING. L SCONCE PIE -WIRE T FAN WITH LIGHT (I CFM PER $a FTJULB LIGHT FIXTURE ULB LIGHT FIXTURE 294889b BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN XIDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) L� 'x4' FLUORESCENT LIGHT (SURFACE n 'x4' FLUORESCENT LIGHT (RECESSED) XFLU I= O CE86 LIGHT • CE66 LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OGATION) FQ -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) EILING MOUNTED FAN T FAN (1 CFM PER SQ FT.) JACK DETECTOR (WALL MOUNTED) DETECTOR (CEILING MOUNTED) ®malloxiot DETECTOR IMEB TVTV JACK -6 B PORT • LOG ION OF Tv J • OUTLETS 4 TO DE VERIFIED • HOMEOUNER PRE • CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF PBCR 1th EDITION (2020) 4 NEC 210.12 2011 ETIOK • 20DIAMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MIW13 FBCR ith EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD 814ALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F151-Ft 1UT ED (2@1@). • ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS THE FBCR 1TH ED (2020). • ALL LAMPS SHOFALL DE SELECTED DY BUILDER AND 1. OF LIGHTEJG MUST l�E ENERGY EFFICIENT TYPE PER FDL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1eh r-------------- BEDROOM I � I I I I I FOR \\� CLG FAN I I L------------ .I J ,BATH I \I i I \\ I \ W.I.C. BEDROOM 2 PRE -WIRE \ FOR \ CLG FAN \ 1 I o 1 I I BEDROOM / Q` PRE -WIRE FOR CLG FAN E� N � PRE -WIRE FOR / CLG FAN 1 / I I I wP \\ 11 Ell- El --- :Ur I ®SD/CO I / I I / I I I r I I I I GREAT ROOM I I / \ COUNT R FOR \\ PRE -WIRE DW. / I r CLGFAN AN \ rt \ I I I \ I 1 -7 CL \ 11 DINING ROOM / 1 OPT. DINING j 1 FIXTURES / 1 �-_ Ir/sD/Co qp GFN GFI• 44'AF� �4'APP. LIGHT bIFOYER 1 I ENTRY��� I I/ POND, I� /I 0DM4�(iiZ17U A / FIRE -WIRE / FOR / CLG FAN r I �„ i I ELEC. FOR is \I HOOD/ _ I\ MICRO ABV. o O I _ I I KITCHEN I -------- 0 I 6T PAN. I I ` , L hh W i I I I I I I Y �I GFI• "\ 44'AFR \ PRE. J PLUMB SWITCH IN L.T. \ ATTIC 1 ACCESS I GFI CLG. GFI CLG.b OUTLET OUTLET GARAGE ) OUTLET FOR IRRIGATION TIMER LED LIGHTING LED LIGHTING LED LIGHTING C DOUBLE LAV. C SINGLE LAV. C SINGLE LAV, BATH I BATH 2 BATH 3 PROVIDE 3 2AS CU, I Y, CU OND 2" CONDUIT OR PROVIDE 3 4/0 AL, I •4 AL GNP IN 2" CONDUIT. (CONDUIT TO TEIW1NATE ADOVE SOFFIT • OVERFIANGJ 200 AMP ELECTRICAL RISER 0 LL NOT TO SCALE. 200 AMP UI U�j a )• dENERAL NoIEB. A ELECTRICAL. MATERIALS AND INSTALLATIONS COMDNATION SERVICE 120R40 VOLT DISCONNECT I PHASE SHALL COMPLY WITH ELECTRICAL PROVISIONS OF M SWITCH ' MLO ND THE FDCR 1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL POU.ER COMPANY REQUIREMENTS. ELECTRIC PANEL METER N NEMA Q ALL CONDUCTORS SHALL DE TYPE THHN/THIW 200AR 3R ENCLOSURE UNLESS NOTED OTHERIUI6E. SERVITELEPHONE GOSLE sgrp.A . TlLEVISION eNrR•)Nea eNFRVIu PpIlR eoMPANY TRANSFORI"IER E(aLIPneNr ENTRANCII EfiIN"F NTEMYSTEM BONDING TERMINAL AT 7 Aaer�a LOW VOLTAGE CONNECTIONS PRE -WIRE -- PRE -WIRE FIRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4'+I'-0' PROVIDE 200 AMP, 120/240 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE. PROVIDE 3 2/0 COPPER (CUP N 2" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 .4/0 ALLJMNJ'1 (AL) N 2" CIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED MY THE ELECTRIC COMPANY. COORDINATE WT14 THE ELECTRIC COMPANY PRIOR TO DID. 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRCAL PROVISIONS OF FeCR 1TL1 EDITION r2m0J D/S" DIA X S FT LONG COPPER CLAD GROUND ROD 6 GrGou�� 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 819.886-2802 BUDDIV. as I SILVERADO LOT #1 BLK #10 PROJECT# 03719, 001-01101 MODEL- 2368-DESTIN GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP B PI13 1 L \ AV40 93723 J DATE 08/17/21 SCALE: 1/4"=1'-O" SHEET E1 r :—: I�\I ° ------------ iv E r---------, 9 PAN u 3 I I Q E I I I I I I I E I I I 1 I L— — — — — — — - 2'V`TR — — — — — — — — — — — — — — — 2'VT 2.VTR 1/2' LAV I 9 1, I I TU®. I 2' ( sHu1R 34'-11' 1 10'-10' I 1 WG 3' I �xy t I Lu� I 1 TUBJ I LA 2' KITCHEN I WC I 2, SINK W/ -'� 1 3' � 4 TO VENT i I • 0 3. 2. 3' I `t Z dd) Q O O PRE I 3' PLUMB L.T. � L17 3' 11 1 CO 4• WASHER --------------------J O' f 4' RFF. � 1 NOTE: ALL PVC PLUMBED TRAPS 'P' MAIN ARE TO BE TYPE. 'S' TYPE ARE PROHIBITED. PLUMBING RISER e SCALE: NTS HIS WC r � O . PRE - E ip V TUB II 11 L--_--- PLUMB L.T. 4'-3' II n'-10• e --- °' HB �o M E• PLUMBING PLAN SCALE: 1/4' . 1'-0' A R C N I T E C T t GrouSgn LL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 0: 0003325 IF 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 BIIIIIN113 9LTHDIV. Ac LOT: SILVERADO LOT #1 BLK #10 PROJECT 03719.001-01101 MODEL 2368—DESTIN GARAGE 8VrWG: RIGHT PAGE: PLUMBING PLAN 150 MPH E B r� MECHANICAL PLAN SCALE: 1/4' • I'-0' HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES BALL 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, 51-IAT i BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 b. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED M 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. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 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. ATTIC AIR SUPPLY I� �y AIR HANDLER EVAR TRAY PLATFORM LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (V-3/Ib'X2' TAPCONS UNIT r11SIMPSON WB ROLL STRAP OR EQUAL T REFRIGERANT LINES TO 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) RETURN CONDENSING UNIT -8XI 114' $WT. MTL. SCREWS TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL �3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB CONDENSER UNIT CONNECTION TO PAD NOTE= MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL CA. PLUG BRASS PLUG SEE SPEC. I'-8'XS' CONC. I I FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL WADE 8240-K JOSAM 56000 I WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.VL OPTI/SPEC V. SITE PLAN INS, V. SEE SITE I'LANPLAN FLOOR SLAB CLEAN -OUT (TYPN) DEXT. GROUND CLEAN -OUT (TYPN ) k R C N I T E C T I Grou jL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-77"078 www.abdesigngroup.com AA 8: 0003325� IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: $13-886-2802 [PrO13719.081-01101 VHDIV. & LOT SILVERADO LOT #1 BLK #10 OJEC MODELa 2368-DESTIN GARAGE SwtNG: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXE. B 77 DST 08/17/21 SCALE: 1/4"=1'—O" SHEET m1 PER p�R 2X4 TOP PLATE A E C N I T E C T E FLAN Y ODR>ZR GLAD PRE -FAD TRUSS VY iWGIG 7 COAT 1/2' CLG. DOARD/I- mRTa.LD ; . °iR CTURAL role DeECTLY TO 'Eerper.@•!M FNIp!/eY AT P.T. LLO beS' n NOTE: STUDS IN 5' DIA. SLEEVE, ceLLLASMRFu PARTITIONS SUPPORTING DO NOT CUT ,� RLn Grou LLC. 1/1' DRYWALL WALL HUNG PLUMBING REBAR �'� a aANT" FIXTURES AND WALL P1pE KER 1441 N. RONALD REAGAN I LVD. CABINETS SHALL BE NOT MaLo A" LONGWOOD, FL 32T50 LESS THAN 2x4, WHERE BOND BEAM O NOT CUT p�Fw�eLLnLrowauLea DOOR HAROUND�J AX:407ii44--4o 8 SOLID GROUT THE BOND °dL�' BRA SECURE BT SPACED NOT MORE W/ 1I- BEAM TRacx AA #: 003325 com 2X4 WOOD w• o7P. urw eD. FmW*46 TO www.abdosigngroup.com TO SLAB STLOO °24• THAN I6' O.C. OR, NOT C2) COURSE - KEBABS I�oOLAee PLR � ° W/ 10d MASONRY OG LESS THAN 2x6, WHERE -- APPIWvAL PLO. VERTr� TRACK °`'°�°D °O°1e NAIL • 32' oC SPACED NOT MORE BY P� TO RDa, 6TO � A.B. DESIGN GROUP MAXDRAFnNG BY: THAN 24' O.G. W/FRDDUCT DRAFTING INC. . SLAB AP�oVAL Rw. 5439 BEAUMONT CENTER BLVD. 0'-0' SUITE 1004 FIN. FLR GARAGE DOOR JAMBS PH: 813886-2628 TAMPA, FLORIDA 33634 PIPE THROUGH BOND BEAM 23B GAS LINE THRU BLOCK FAX: 813-886-2802 TYP. INT. WALL NON-BRG. `A SCALE:3/4'•I'-0• euU—r.tr SCALE: 11/2'-1'-0• SCALE: 3/4'•1'-0' FIBERGLASS SHINGLES FIBEF43LAM SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. FIBERGLASS SHINGLES AS PER FBCR 905.1.1. • EA END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER FIBERGLASS SHINGLES AS PER FBCR 905.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. WITH UNDERLAYMENT ROOF SHEATHING SHEET SNI. SECURED PER SECURED PER AS PER FBCR 905.1.1. EATHING FASTENER SCHEDULE FASTENER SCHEDULE ROOF SHEATHING THICKNESS AS PER SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS BN11111113 SHEET —1. SECURED 5/8, GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER ZOR 1/2' WIGW 1. �—PRE-ENG WD. TRUSS A1. 2x FASCIA PER SCHEDULE STRENGTH GLG. 2x FASCIA PER MAX x. �IJ! BOARD ELEVATIONS O. ELEVATIONS REFERENCE STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT PRE-ENG TRUSS SEE ENERGY CODE FORME FIR PRE-ENG TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING REFERENCE STRUCTURAL SHEET SNL SECURE PER THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE INSULATIONEENERGY FOR PER ELEVATION FASTENER SCHEDULESHEET SNI. SECURE PER 2x FASCIA PER TYp 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS O.H. ELEVATIONS 5/6• GYPSUM BOARD OR 1B/2' ON SHEET SNI. VENTED SOFFIT R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. OARD PRE-ENG. GABLE TRU85 VENTED SOFFIT VEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER .� R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS ERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. I/2' THICK, 2 COAT PORTLAND Ix2 P.T. PURRING S• cm CEMENT PLASTER APPLIED 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/1' THICK, 2 COAT 1/2' Y . WL.'BD. , CMU CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. P WOOD BASE DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED \\\\ DIRECTLY TO MASONRY 0'-0• FIN. FLR — ° — 0'-C' FIN. FLR 0'-0' FIN. PLR ,L ° _ 0'-C' FIN. FLR • • • ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ENGINEERED PER ASCE 1-16 IN a ACCORDANCE WITH FBCR 2020 , ACCORDANCE WITH FBCR 2020 lTH EDITION, SECTION R301.13 1TH EDITION, SECTION R301.13 AND 160S.5.1. AND 1609.5.1. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION -A B NO OPENING NO OPENING NOTE_ NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE BLTHDIV. Se LOT: SILVERADO LOT #1 BLK #10 PROJECT# 03719.001-01101 MODEL.• 2368-DESTIN GARAGE STrING: RIGHT PAGE: DETAILS 150 MPH EXP,B 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'•I'-0• UNDERLAYMENT IN ACCORDANCE SCALE: 3/4'•1'.0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR S05.1.1.1 OF THE FBCR 2020 lTH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. A AR 937 DATE: 08/17/21 SCALE: 1/4"=1'-0" SHEET D1 TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (1) V2' X 8' J-DOLT W/ 4' MIN EMBEDMENT W/ 2' X 2' X Va' WASHER 4 NUT OR UV (21 N' X a' ANNCFIOR BOLrB Va' WASINER 4 NUT IE ® q SECURE 2"4 IS TO MILK W/ V4'TAPCONS I In' EMBED, 8' Or- 4- END OIST- I in, EDGE DIST. 0 smalk o 2X6 GARAGE DOOR DUCK SECURED UV (11 In' X a' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' X 2' X 1/0, WASHER 4 NUT . (U UNT14IN 8. OF TOP, (1) WITHIN 8' OF THE BTM, (3)EVENLY SPACED. 0 9 0 NOTES, ALL ANCHOR$ 614ALL BE M ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRICTIONB WHERE auaw WaTIl1CTIe)W6 ARP M ATRFN E n GARAGE DOOR r11BUCK ATTACHMENT ea4u, w•.r-v 1'X4' a' cm AJ P.T. NA DOOR DOOR 1/7' DRYWALL 1.4 P.T. OR 5/4'X4' MIN, SECURE THIRU FRAMEja NOTE, SHIMB AS NEEDED TO PLUM JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +3/4" OR +5/4" D�O1F TO BLOCK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W/ SAW TAPCONS (MIN 6HANK 61ZE J45 MIN. 00 HEAD SIZE 3 MIN. EMBEDMENT 1 1/49WITHIN 6' OF EACH END 4 16' O.C. MAX SPACING. 2X6, RE SECUTO BLOCK WK$A 2) 6' TAPCONS (MIN SHANK SIZE .145 MIN. 14EAD SIZE 300 MIN. EMBEDMENT 1 1/49 WI8• cmTNM 8' OF EACH END 4 I6' O.C. MAX SPACING.DRYWALL 2X8, ® I'X4' SECURE TO CLOCK P.T. P.T. NAILER tUK2) SAW TAPCON6 DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE S" MIN, EMBEDMENT I V4') WITNM 8' OF EACH END 4 W OZ. MAX DOOR JAMB OR WINDOW SPACM ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49DOOR JAMB TO BLOCK +1 1/2" o lf[NDOIF TO BLOCK +1 1/2" 2X4, = SECURE TO BOCK W/ 3/16' TAPCON6 (MR SHANK SIZE J45 MR HEAD SIZE 3W MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 E' D.C. MAX SPACING. 2X6, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49DOOR JAMB TO BLOCK +1 1/2" o lf[NDOIF TO BLOCK +1 1/2" 2X4, = SECURE TO BOCK W/ 3/16' TAPCON6 (MR SHANK SIZE J45 MR HEAD SIZE 3W MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 E' D.C. MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 3AW TAPCONS (MIN. SHANK SIZE J48 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END a' CMU 4 IS' O.C. MAX SPACING. IR' DRYWALL 2X6,FT SECURE TO BLOCK I'x4' WK2) 3/16' TAN'CONB P.T. NAILER MIN. 814AW 61ZE 148 TA6' OAJS. X W MIN MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 DOOR CASING UIT14IN W OF EACH END 4 I6' OC. M SPACING.AX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" �11FiNDO1F TO BLOCK +1 15/18" 2X4, m 6EC IRE TO BLOCK WV 3/I6' TAPCONS (MIN. SHANK SIZE .146 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. NOTE, 6TRUCTURAL 2X MUST BE 2X6, ® ON OUT61DE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TAPCONS 3/16' TAPCCN MIN 1-1/4' (MIN SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN V OF EACH END 8' CMU 4 18' O.C. MAX EPACINYx VI' DRYWALL ® SECURE TO BLOCK SEC I'X4' W/(2) 9/16' TAPCONS P.T. NAILER (MIN. 6WANK SIZE J45 DOOR CASING MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END MA% SP,4CMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" `� 1► TO BLOCK +2 1/4" 2X4. m SECURE TO BLOCK UV3A6' TAPCONS (MIN. BHAW SIZE .145 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4.1 WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCON6 (MIN. SHANK SIZE J45 MR HEAD SIZE 3W MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 8' CMU 4 10' OC. MAX SPACING.2X0, 1/2' DRYWALL RE ❑ SEC SECURE TO BLOCK rPX4' WK2) 9A6' TAPCONS P.T. NAILER (MIN. 614AW SIZE .ND DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 16' O:C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU'MC JAMMI (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3" /1�AtD01�Tp-BTnrrr sa" 2X4: m SECURE TO BLOCK W/ SAW TAPGON6 MIN SHANK SIZE J45 MIN. HEAD 61ZE 300 MR EMBEDMENT 1 1/49 WITNM 9' OF EACH END 4 W OC. MAX SPACING. NOTE, STRUCTURAL 2X MST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCON6 3/16' TAPCON MR 1-1/4' MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8• CMUATHRI W OF EACH END 4 W O.C. MAX SPACING. In' DRYWALL 2Xa, cim 1'X4- SECURE TO BLOCK P.T. NAILER WK2) W*' TAPCON6 DOOR CASING (MIN. SHANK 61ZE J45 MIN. HEAD 612E 300 MIN. EMBEDMENT 1 1,14') 2ND 2X SECURE TO BTRUGTURAL a' OF EACH END i 6' TO 8' O.C. MAX 2X4, m SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN, EMBEDMENT I V49 WITHIN W OP EACH END 4 10' O.C. MAX 8PACING. 2X6, = SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. $HANK 812E .Wb MIN. HEAD 61ZE.0M MIN. EMBEDMENT 1 1/47 WITHIN a' OF EACH END 18' O.C. MAX SPACING,. 2X6, SECURE TO BLOCK WK2) V4' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD 612E 3M MIN EMBEDMENT 1 1/49 WITHIN 9' OF EACH END 4 15' O.C. MAX SPACING. a' cm ❑ In' DRYWALL I'X4' P.T. NAILER 1/16' OAJ3. X 4' MIN —DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU IS JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3 7/I6" �a01I TO BLOCK +9 7/li" 2X4, m SECURE TO BLOCK W/ 1/4' TAPCON6 MIN. SHANK SIZE .14a MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 16' OC. MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN SHANK SIZE J45 MM. HEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 19' O.C. MAX SPACING. 2X8, SECURE TO BLOCK W/(2)1/4' TAPCONG MIN 614AK 61ZE J45 MIN, HEAD 912E 3" MR EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 10' OZ. MAX SPACING - NOTE. STRUCTURAL 2X MST DE ON OUTSIDE 4 SECURED THROUGH NON-6TRJCTURAL 3AW TAPCON MIN 1.1/4' EMBEDMENT INTO BLOCK L�1 a' cm 1/2' DRYWALL I'X4' P.T. NAILER 1' P.T. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" n 1IIND01f TO BLOCK +3 3/4" A R C N I T E C T i 6 GrouOLL 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdesigrtgroup.eom AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81341186-2628 FAX: 8134386.2802 anmmi� 1pftojjccT# SDryde. LOT: LTSILVERADO LOT #1 BLK #10 03719.00-01101 MODELA 2368-DESTIN GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP B 31 U21 t \ 9A NO 9Cl723- J DPJNT ATE: 08/17/21 SCALE: 1/4"=l'—O" SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/3112021 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 1Z/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 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 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 20531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-S" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/202S 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 A N C B I T B C T I GaDeso' n ILt "I N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesipgroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-686-2628 FAX: 8134886,2802 9VHDIV. ae I.OT SILVERADO LOT #1 BLK #10 PROJECT 03719.00-01101 MODEIr 2368- DESTIN GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B L -AR NO 93723 A DATE 08/17/21 SCALE: 1/4"=1'-O" SHEET D3 FIREFORMED CONTROL JOINT N.! PLAOF CONTROL JOINTS Td DE OARED TIED TO LATH • S' O.C. MAX (VERT.). NOTE. DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES WC MAY TEMP. CONTL JOINT SECURERO DURING INSTALLATION -- FASTENERS TO DE SPACED-7 R 1' Oa MAX VERTICALLY / i J' THICK 3 COAT CEMENT \ PLASTER /— U M LAYER 4, PORTIFIDER / B)ILDNG PAPER APPROVED METAL LATH FASTENED .1' (VERT.) O.C. MAX AT SUPPORTS UM LAYER -I, STUCCO WRAP WOOD SHEATMNG o"o, !6h- II� LATH SHALL DE CONTNUOIS TFAROUGFI GONYl JOINTS BUT SH DE STOPPED Ah_ TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WEN CONTROL JOINT PALLS ON L FASTENERS FOR LATH TO BE NAILS OR\ STRUCTURAL STUD STAPLES IN COMPLIANCE W/ASTM CI063 r 2. WI! TIES TO BE (NO. 0) 00416' WRE 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN g 1 O"M" TYPE CONTROL JOINT OLFOLD NaN10 -R.A ®FOLD OI. FOLD NWIID . R. A a. CRAM - R. 0 a. CAMASB - R. C OL FCA NYNIO . PT. A a. CREASE - PT.6 FOLD ay • 4b ® \ ® LFOLO NWIm.n.A 2. CREASE - R. RlB 1 CAK -R.0 A. FOLD Pr. c OVER FT. E TILL PT.O TCICAs BOTTOM MANSE .Drta, FLAME RATER T. SEAL FOLD, Qp ED1 OUT. Y THICK 3 COAT CEMENT PLASTER (FWAMIIIA 1q• a COAT CEMENT FLASTIR (OW WRB LAYER -2. FORTRSER WILDING PAPL-R(FwAmB ONLY) Rw6 LAYER,. STUCCO ~(FRAM ONLY) K6K-W KAOM n (ME PETAL) APPROVED BIILDNG WRAP REGUIRED'TO SECURE SMALL DE LAPPED A MINIMUM OF PIPE/ WIRE TO PRYMNG 6• • VERTICAL LAPS CROLL UARS LATER -L ENDS) a 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P STUCCO W WP WITH FORTIDER 614EATHNS TAPE YARD LAYER -2, FORTFISER BUILDING PAPER METAL LATH 61t6' SELF -ADHERING MEMBRANE SELP-AD14ERM M OVER 4MEMERANE PLA6HING OVER APPROVED / r nx LM • na*u u*w \ HOUSE WRAP. FLASHING TD EXTEND ONTO PIPE }X X X X 4'x4' 6ELF-ADHERING MEMBRANE FLASHING OVER APPROVED 1� MOUSE WRAP. 1 17 FETAL LATH FLAAWM TO EXTEND ONTO PIPE UM LAYER -1, I J' THICK 3 COAT CEMENT V COW. BEAD OF SEALANT STUCCO UARAP I PLASTER INSTALL APPROVED MOUSEURAP AIR PA_TAL LATH SMRIER OVER r rnw PAP R LAP L I Lr I UIS LAYER -2. FORTPIDER 6WEAINFILTRA� HARD LAYER -2, FORTPIDER BUILDING PAPER EL46TOM PUC COATAYA OVER STUCCO/ N3 PAPER / UIR 1 LAYER -1, G.V. FINISN (SEE TYP WALL SECTION) STUCCO WRAP WOOD 8WEATMNG SECTION R S ION 94NIOTIW1Un AIaWTAIo of thend cameo plaster shallExterior Tpl on shall comply with 8R a with roquiremsofa of ABTM C 928-18b, C 926 r raw LAN LAP, 4. OVER Inwlabdona/-%Garb,(-thugand frah g LAP 2 SCALE, I IR•al'-O' ALL LAP shall comply VAth ABTM C 1083-19a, orAS7M 1787. UQSL RMTALL KKV= PLMHNG AT SORM OF ROOF a tl L NTEPIMTKNS ® KICKOUT DETAIL OR VERTICAL LATH & PAPER DETAIL �L SIDE LAPS OF METAL PLASTER 54SE6 SMALL BE SECURED TO PRAMIN3 MEMBERS. THEY SMALL BE TIED SETU.EEN SUPPORTS WTH 0,0415-PL (121-MM) WRE AT INTERVALS NOT MORE THAN 6' (228-MM). AS PER ABTM CW63. FOR IMF -AIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W4401SE WRAP TAPE PER MANUP. SPED. OR PEEL A STICK UIOOD SHEATI ISUILDG PAPEP STUCO 4'K4' 6ELF-ADHERING MEMBRANE FLASHN9 (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. P OR LESS PIPE PENETRATION CUT AMC OVERLAP OhE SIDE OFF SELF -ADHERING MEMBRANE FLASHING STEP 01 WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) j' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS y z GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 4' W�� LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDINGrt PAPER) METAL LATH W.W SELF-ADHERNG MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'K4' SELF-ADWERN3 MEMBRANE FLASHING OVER APPROVED FIOU6E UR TO FLd6MANG TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE PLA6NNG x—x—X—x STUCCO I. WOOD OR -1/14o" ZIP WALL J� SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1m31.1 / ABTM C-84'1-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1 R C N I T E C T 8-1 G%,sol n 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .ebdeslgngroup.eom AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:13i2MU 6-2628 Ilkk FAX: 813-886-2802 �IIIINIII amnu�i� 013DIV. a L(OT SILVERADO LOT #1 BLK #10 PROJECT/t 03719.001-01101 MODEI- 2368-DESTIN GARAGE 8l/ING: RIGHT "'WALL ASSEMBLY DETAILS 150 MPH E . B IoA1 L DATE 08/17/21 sCAL.E: 1/4"=I'-O" B*m= WA1 INSTALL WSELF-ADHERING. MEMBRANE FLASHING OVER TOP, SIDWS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM, 2. SIDE& 3. TOP VENT CAP 16 TO 15E SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. X E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUC4=0 ON ALL SIDES, A* 0-4JI-KINS; 0 JOINT ALL AROUND I PER SECTION R703.7 E)iWlor lathina and plesterlm SACXER ROD Exterior use of portland cement plaster J shall comply with the application requirements of ASTIVI C 926-18b. Installation of e)dedor lathing and framing shall comply with ASTIVI C 1063-1 ga, or ASTIVI 1787. ORB LAYER 9, STUCCO WRAP W -HOODED VIENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRIS LAYER -2, FORTIFIBER BUILDIW. PAPER LLOOD SHEATHING DRYER VENT (FRAME) rWOOP SHEATHING LAYIER 11,r 6 :7� E_ [FIBER L, _'AP =WRT --METAL LAT14 a, CMU VINYL CASINO. 15EAD WRAISED BAND 61 WIDE STRIP SELF ADWE&W FILAS141W., CLEAN MASONRY BEFORE APPLYING Z FLAS14W. STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLQCK� LEGEND - DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER IBUILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD OR1116" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-541-14a, MIN. 2.5 L5.5. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATION$) FINISH W SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 0 TOP 4 SIDES (@ DRYER VENT (BLOCK) E5UILDIWG PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) I5UILDIWG PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.TA. ELEC. METEF VERIFY LO 2r%"� 1 � r .7 STUCCO SCRATCH COAT 4 1 COAT OF FAINT UJ/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION -""-ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP UJR5 LAYER 02, F-ORTIF15ER 5UILDING PAPER J' THICK, 3 COAT CEMENT PLASTER JI ---Ys' TO 36'MID-WALL WEEP 5CREED WOOD CONSTRUCTION ro' SELF-ADWESIVE FLASHING CMU ------- WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAMEJ APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF FAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY15LEND FOAM I . — -- A — � — — R SIMILAR) APPLY A SILICON 5ASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT @ELECTRICAL CONDUIT ) PENETRATION CUT OPENING IN APPROVED HOUSELURAP FOR BOX INSTALLATION UIR5 LAYER I STUCCO WRAP LUOOD SHEATH HOUSEWRAP 5ELOW CUT SUCH THAT NO MEMBRANE ENTERIS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRACE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING. WRIS LAYER M, STUCCO WRAP WRID LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN To WOOD STRUCTURAL MEMISER - 11 OC. MAX )J* TO)P MID -WALL (VOIDE STRIP SELF ADHESIVE FLASWING., CLEAN MASONRY BEFORE APPLYWO [/— FINISH 0 MASONW HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 1. UIRB LAYER *I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-A0HERIWs--j!.j "', MEMBRAN FLASHING OVER 5OXEZID OVER APPROVED WR5 LAYERM 5TEF 1*1 STEP *2 6TEF 1*3 IUR5 LAYER 01, STUCCO LURAP APPLY SO MIN GRADE 'D' FELT 0 MEMBRANE FLASHING OVER SELF-ADWERIWA FLASHING OVER APPROVED HOUSEWRAP UJR 5 LAYER 02, FORTIF15ER BUILDING PAPER 5TEF *14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ;&METAL LATH 5 T E F #5 5TEF *(o ('9)ELECTRICAL RECEPTACLE P'A R C N I T E C T 8 6 IF%aa' lesi n rou , G ZSOL EQ. 1"I N. RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 L"_&o r DRAFnNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 So T-5-H ­N 0 INU SUODIV. ac LOT: SILVERA]DwO LOT #1 BLK #10 PIROJECTO 03719.001-01101 MODEL. 2368—DESTIN GARAGE OWING: RIGHT P'EWALL ASSEMBLY DETAILS 150 MPH EXP. B _j tntl \AK NO 93723 w F'P L,2&' 08/17/21 19CALE: 1/4"=V-0" 91MET WA2 EXT. uaoD FRAtE WOOD SHEATHING L WRS LAYER M, BUD -FLOOR COLUMN SHEATHING STUCCO WRAP ,WEATHER RESISTIVE WOOD WRB LAYER 4, FORTIFIBER PILE-ENG'D TRUSS I' `• BARRIER M CONSTRUCTION BUILDING PAPER I.� �• WEATHER RESISTIVE it HAT CHANNEL j' THICK, 3 COAT CEMENT UEATHER RESISTIVE BARRIER BARRIER n ' TYPE 'X' DRYWALL PLASTER UEATHER RESISTIVE BARRIER e1 - G' SAP. \ 6' SAY. • TOP OF WEEP SCREED f i' THICK 3 COAT CEMBtF� \Q PEEL a STI`CIC - `�" TO SHEATHING BEHIND WEEP SCREED RIES PLASTER r_ I J FLASHING WOOD SHEATHING 4' POSITIVE DRAM r'ETAL LATH FUL-AVLY FULLY EMBEDDED E _ I ,`` WEEP SCREED Uppp SHEATHING IN ROOF CEMENT WRB LAYER �' V. _ P STUCCO WRAP `�.�\ METAL DRIP EDGETHICK COAT CEMENT EXTERIOR GRADE V4 GAP FOR BACKER SET IN FULL BED OF SEALANT, JI' MIN. ., PLASTER ; 6' SELF-ADHEREING DRY WALL ROD a SEALANT SPACEPROM RIP AM66-UR i FLASHING WRAPPED i �` I- THICK 3 COAT CEMENT FACE O TREX VINYL CASING BEAD I WEATHER RESISTIVE BARRIER'I . +; • TOP OF WEEP SCREED + TO SHEATHING BELOW 4' POSITIVE DRAM ! \ WeaEp 9GREEp �m 1 f I"' WEATHER RESISTIVE BARRIER -2 iS' 1 �' 1 " + WRB LAYER 9, ' , STUCCO WRAP i +"+ NO GAP M FIELD (6HOUN FOR CLARIFICATION CF SEPARATE ACCESSORIES ONLY) VINYL CASING BRAD WATER PROOFING Isi LAYER (2 LAYER PEEL a STICK) .."' "'>.,n'�'� EXTERIOR COLUMN COLUMN SHEATHMG LEGEND , WRB LAYER 02, FORTIFIBER 6' SAF. I BUILDING PAPER I PEEL STICK I>b'x3''L'FLA6HMG DRAINAGE PLANE (WRB SUB FLOOR ® FULLY EMBEDDED IN ROOF CEMENT LAYER "I, STUCCO WRAP) 6' SELF-ADHEREING WRB LAYER -1, ' I )I' X 3' 26 GA GALV. STUCCO WRAP • CORNER OF CANTILEVER METAL DRIP EDGE WRB LAYER #2 (FORTIFIBER —' — - — - —' — AMIGO AM66-UFWC-l8® �4' POSITIVE DRAM 1 l 2 �EPSC ED CANTILEVER DRIP 0 I Js'XI)I' P.T. OR SIMULATED WOOD (TREX) FILLER SET IN FULL BED of SPACEFRJ'MIN. BUILDING PAPER) CUSTOM CASING BEAD SPACERIP EDGE CONTINU FACE TREX Y♦' GAP FOR SEALANT VINYL CASING BEAD METAL LATH x—x—x—X OPT' BACKER ROD' WATER PROOFING Net NO GAP IN FIELD NO QA FOR CLARIFICATION OF 3' X 3' 26 GA GALv, MODIFIED 90 LAYER (2 LAYER PEEL 4 STUCCO SEPARATE ACCESSORIESCLARIFICATION ONLY) FINISH LAYER (2 LAYER PEEL 4 STICK) METAL DRIP EDGE 3/4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO CASING BEAD 6' PEEL SET IN FULL BED OF SEALANT,)I' MIN HAT CHANEL VINYL CASING BEAD CANTILEVER WOOD OR 7/l�0" ZIP WALL DTL. ® CANT. STICK. DRIP FROM SPACE DRIP j' THICK, 3 COAT CEMENT 1 O A EDGE TO FACE TO TREX PLASTER SHEATHING SCALE+ I IR'•I'-m' DECK 5/8' TYPE 'X' DRYWALL METAL LATH w/rEnFl EO 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Y1 GAP FOR BACKER FINISH — NOTE: I Js XI V4 P.T. OR SIMULATED ROD A SEALANT j' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WOOD (TREX) FILLER CASING FASTER WEEP SCREED �- —� METAL LATH: LATH TO BE PER SECTION CONTINUOUS VINYL BEAD R�fd3.i.1 / ASTM C - 84� -14d MIN. 2.5 L BS. WATER PROOFING of LAYER (2 LAYER PEEL a UEAT14ER RESISTIVE BARRIER .1 VJyYL CORNER BEAD (SHOU.N FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) , SQ. YARD (UTILITY OR NOMINAL BALL WRAPPEDFRDM ` .. STICKPER DECK TO WEATHER RESISTIVE BARRIER -2 .�,„e,,,, CANTILEVER BALCONY DRIP LATH DOES NOT MEET SPECIFICATIONS) 6'PEEL 4STICK • 11C EDGE INSTALLATION ® COLUMN DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP (w/,�L++ FLASHING) WOOD CONSTRUCTION SUB FLOOR ®® EDGE 3' x Y 26 GA GALV. SCALE: NTS WOOD SHEATHING METAL DRIP EDGE SET IN FULL BED OF WEATHER RESISTIVE IYr'XI %' P.T. OR SIMULATE SEALANT,)I' MM. SPACE FROM DRIP WRB LATER �, '- l BARRIER -1 WOOD (TREX) FILLER CONTMUOUB FACE TO TREX STUCCO WRAP I -' 3/4 RESILIENT WEATHER RESISTIVE Y* �'A'P FOR BACKE VINYL CASING BEAD 2x FRAMING MEMBER HAT CHANNEL BARRIER 02 ROD 4 SEALANT WATER PROOFING let THICK, 3 COAT CEMENT ,-.J WOOD SHEATHING VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL a PLASTER P WRB LAYER "2, FORTIFIBER j' THICK, 3 GOAT CEMENT PEEL STICK) 3/4 RESILIENT STICK) WRAPPED RI®ON'I BALCONY DECK TO 2 I. rrxuEe wren BUILDING PAPER ,i I PLASTER HAT CHANNEL CANTILEVER FASTENED TO SHEATHING i WRB LAYER "I, 5/8' TYPE 'X' DRYWALL METAL LATH I THICK. 3 COAT CEMENT PLASTER • 1' O.G. MAX. METAL LATH I -; STUCCO WRAP 7 W/TEXTURED 4 PAINTED WOOD SHEATHING Ih METAL LATH C FINISH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING uN LAYER j' THICK 3 GOAT CEMENT WRB LAYER 02, FORTIF15ER j' THICK 3 COAT CEMENT (2) 2x12 HEADER W/TEXTURED a PANTED WEATHER RE516TIVE BARRIER 9 ; PLASTER •„ BUILDING PAPER PLASTER PMIBH WEATHER RESISTIVE �i WOOD 6HEATHMG , i j' THICK 3 COAT CEMENT 44• POSITIVE DRAIN 6'SELF-ADHERINGs METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAM PLASTER DEEP SCREED METAL LATH FLASHING'+ -. I WEEP SCREED VINYL GARNER BEAD , 'll THICK, 3 GOAT CEMENT VINYL CARING BEAD Np CAI• M FIELD WRB LAYER 02, FORTIFIBER (EXPLODED P I IEW FOR PLASTER VINYL CASING BEADND GAP IN FIELD (6HOUN FOR CLA.RIFICATICN OF BUILDING PAPER (BHOUJN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CLARITY) DRIP EDGE 11D SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION @ 14A CORNER BEAD ® FRAME DRIP GAP " INSTALLATION WINDOW FLANGE 5/8' TYPE 'X' DRYWALL W/TEXTURED a PAINTED FINISH j' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER '1 -WEATHER RESISTIVE BARRIER 'Q j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' VINYL CORNER BEAD POSITIVE DRAM �;jUIEEP SCREED _ VINYL CASING BEAD VQ INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @D_R.IPED�G NSTALLAT 1ON k 2 1/2' CORNER BEAD (FASTENER 4 SPACING B *I' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD QP BLOCK WRB'LAYER "I, STUCCQ RWP WRB LAYER e2, FORTIF15ER BUILDING PAPER METAL LATH j' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP \� WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A a B a I T E C T a 6 GaDeson 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA M: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:$13-886-2628 FAX: 8134M6.2802 9VHDIV. do LAN: SILVERADO LOT #1 BLK #10 PROJECT 03719.00 —01101 MODEL.• 2368—DESTIN GARAGE OWING: RIGHT P"WALL ASSEMBLY DETAILS 150 MPH EXP. B A R C N I T R C T S Y,' GAP TYP THICK, 3 COAT CEMENT WOOD SHEATHING CAT,: RBEAD METALPLSTELATH LEGEND IX TRIM MEMBER WRB LAYER 40 STUCCO TO STUCCO WRAPP SIDING TRANSITION WRIS LAYER 02, FORTIFIBER DRAINAGE PLANE (WRB S WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) DeSI n SIDING WOOD SHEATHING Grou{�n WRB LAYER "2, FORTIFIBER " WRB LAYER 02 (FORTIFIBEIR — — — • — BUILDING PAPER t M BUILDING PAPER) 1441 N. RONALD REAGAN BLVD. WRB LAYER I, LONGWOOD, FL 32750 METAL LATH STUCCO WRAP META77�7777777L LATH x—x—x—x PH: 407-774-6078 FAX: 407-774-0078 WRB LAYER 01, STUCCO W .abc!"gngmup.com THICK, 3 COAT CEMENT WRB LAYER 62, FORTIF15ER STUCCOYWRAP STUCCO U1R.AP AA0:0003325 PLASTER BUILDING: PAPERWOOD OR VI6' ZIP WALL DRAFTING BY: 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING A.B. DESIGN GROUP FLASHING 6' SELF-ADHEREING SELF-ADHESIVE FLASHING; — — — — 11 THICK, 3 GOAT CEMENT DRAFTING INC. VINYL ANGLED `,_--fEXPLODED 8� FLASHING OR PEEL : STICK 54398EASUITE 000044TER BLVD. CASING BEAD VIEW FOR PLASTER TAMPA, FLORIDA 33634 CLARITY) SIDING TO STUCCO PH: 813S86-2628 CASING BEAD -------------------------------------- FAX: 613866 2802 `��• mm J' THICK, 3 COAT CEMENT DRIP CAP �\ 18 (CROSS SECTION) ;' / SEALANT PLASTER t WINDOW FLANGE STD CLCAO WRAP :; J METAL LATH \` WOOD CONSTRUCTION VINYL ANGLED BEYOND h CASING BEAD p WOOD SHEATHING I c WRB LAYER 02, FORTIFIBER B AARRER-SISTIVE BUILDING PAPER ! ; WEATHER RESISTIVE ♦\ WINDOW FRAME .( BARRIER Q / // i / WRB LAYER 02, FORTIP15ER METAL LATH .�Jill I6xRtYLA�reIDING /// -ADHERING I / BUILDING PAPER �l THICK, 3 COAT CEMENT : SELF �'�-ADHERING PLASTER 'j: RASHM6 �\ I WEATIERRESISTIVE I E-Z BEAD VINYL CASING I a ' STARTER STRIP WEATHER RE616TIVE I lW/%' FLEXIBLE PVC BACKER ROD) 6'SELF-ADHERING BAwR1eR I I a q. v ro m w ,ice I I \\ y 6'SELF-ADIERING FLASHING FLASHM6 i SLR .,. GALVT) METAL '2 LVADSH ING ET DRIP CAP z' FLASHING i WRB LAYER 01, STUCCO WRAP, i Irj 6 SIMULATED � WRAPPED AROUND FRAMING MEMBER WINDOW FLANGESW CASW, YIOOD I I \ \ I 6' SELF ADHESIVE FLASHING I CASING BEAD ® WINDOW I R WOOD SHEATHING /(FRAME, W/BAND) ORALGAPWCAULKING 2XFRAMING OR APPROVED SEALANT MEMBER S,,,upCA„Fy DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY x ® BLOCK TO FRAME -------------------------------------------- 19 TRANSITION ;__-----------------------------------------------�-------------------------------------------------- 1■N THICK, 3 COAT CEMENT % 7'4 C IP PLASTER CASING BEAD \` WOOD SHEATHING NOTE: SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R�03.11 / ASTM C-841-146, MIN. 2.5 LBS. � 1I METAL LATH PER 50. YARD (UTILITY OR NOMINAL I WRB LAYER 02, FORTIF15ER LATH DOES NOT MEET SPECIFICATIONS) ; BUILDING PAPER WRB LAYER fl, STUCCO WRAP WOOD SHEATHING 1 1 WINDOW FRAME WOOD SHEATHING I WRB LAYER I'2, FORTI -15ER WOOD cONerRICTION BEYOND HERING I I BUILDING PAPER i WRB LAYER 01, BIEATHING FLASWING THICK, 3 GOAT CEMENT STUCCO WRAP WEATHER WEATHER R8816TIVe i / \ WEATHER RESISTIVE BARRIER TO LAP �• `'�'�`""� PLASTER �- I wEArHER RESISTIVE / / 61 MIN. ABOVE TOP '2• ! BARRIER 2 / OF FLASHING I WRB LAYER "2, FORTIFIBER XTY•LAP SIDING Sb REAAL / I v VINYL ANGLED BUILDING PAPER I 6' SELF -ADHERING U WEATHER RESISTIVE BARRIER •I SLAYER 01, CASING BEAD ' METAL LATH FLASHING _ WEATHER RESISTIVE BARIeIeR a ST CGO WRAP VINYL CASING BEAD STARTER STRIP 9VBDIV. & LOT SILVERADO LOT #1 BLK #10 PROJECTp 03719.001-01101 MODEL• 2368—DESTIN GARAGE SWING: RIGHT "'WALL ASSEMBLY DETAILS \ `' 150 MPH E B (EXPLODED THICK, 3 COAT CEMENTffi� 6GALVV METAL' WIDE PEEL STICK VIEW FOR PLASTER / OR WINDOW FLANGE OVER FLANGE CLARITY) GALVD METAL /�' WEATHER RESISTIVE W FLASHING BARRIER h TO LAP I IY' X 6• SIMA.ATED V MK ABOVE TOP E-Z BEAD VINYL CASING u13o0 TRIn MEMBER OF 7' FLASHING i 2X FRAMING (W/3/*' FLEXIBLE PVC BACKER ROD) I 1 2•, 1 E-z �"��^N+' ., I Y x 6 SIFAJLATED 1 MEMBER L 1 ( WW FLEXIBLE PVC \ i I UIaOD TRIM MEMBER �\ •APPLY FULL BED OF SEALANT BETWEENSIACICE, RROD)ADDWERING / , I FLING FLANGE 4 BUILDING WRAP CASING BEAD ® RAISED RL.A04044. BUILDING y TH� D COAT \1 ' SEAL GAP APPROVED S K LA `• i 1,7 A B AND ( F �AM ) CEMENT PLASTER :'` ' OR THER REED SEALANT WRAP UIE4ISARRJER RESISTIVE \ BARWERM WEATHER RESISTIVE NO W]• SCALE: I I/2' ■ I'-0' a-z eem vINYL CASIIJG WEATHER REelenvE BARRIER a B �R ROO 1"� 08 17 21 r� DATE., / / SIDING RAME TO TO STUCCO FRAME DA1tle� I�lEelsrlvt 16 A E Z BEAD WINDOW CASING acALE: 1/4"=1'-0" TRANSITION L/,1 8l== 19 WA4 MOUNTING CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY 4', B' AND 1W SHOWN IN C GALVANIZED AUGNED. VENT PIPE IS SEALED IF UTUZED. NAIL IN PLACE USING 1-1/4' NAILS AT EACH CORNER, ROOFING CEMENT SHOULD BE APPLIED TO M.I. SHINGLE EDGES NEAR THE CUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE WEATHER COASTAL SHEATMING.SIZE THEOPENINGINACCORDMJCEWTHTHE CONSTRUCTION ZONES. CHART SHOWN. IN THE EVENT A ME—NICAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE PATH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSBE$ OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. FITTER RE VEINTERFERINGSHINGLENAIL—OUNDTHE I--� PERIMETER OF THE OPENING SO THAT THE WILING FLANGE OFTHE VENT LAYS PLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE —THES OF OlV VENT UP AND UMIER ALLFTHESTHGLES, INVENT FLANGES TO LAV ON THI—EE TIE TOP OF THE SHINGLES, e�u ROOF HOOD VENT DETAIL SCALE, NM MODIFIED 'V C IN HOUSIRIRAP LINE OR USGO OFENING APPROVED NOU&FAWAP OVER SIEATHNG OVER BID STUD WALL STEP 1 NAILING PLANSIS AT .IAMBS FLASHINGN M 11 BNLC I' BELOW GILL X FLEXIBLE FLASIHIIG TEMPORARILY FOLD -LIP 4 SEC HOUSELRAP(O TUCK FLAP U C AL HEAD FOLD Nouww IN AT JAMBS I SLOPE GILL N INSTALL 6 - SELF-ADWER 42 FLASHING OVER VINYL HEAD FLASHING MATH DAMS) NAILINS PLANGE I EXTEo SELFHIM P MIN FLASHING I' MIN BEYOND J,YMD FLASHING INSTAL VINYL E CAP PIPE AND OVER FLANGE ALIGN PLAA HNG BY INT, EDGE OF GILL RO. I'EC 4M CALLT FASTEN PANED EDGES. (CA' NAILS. STARES) "TALL DUPONT PLEXURAP AS TI FLASNNG AT THE FOLD HOUDEURAP DOUR 4 TAPE DIAGONAL CUT 4 ACROSS HEAD O WINDOW PLUMBING VENT DETAILS SCALE. NM DO HIM SEAL BOTTOM \ PIN STEP 6 STEP 7 STEP 8 )P SEALANT AT A ES AND HEAD OPLY TO BACK I SCOW NAILM LAME IN LINE W( 4S?-PINCW= MEG OR SLOTS INSTALL S' ADE ADHESIVE - BACKED FLEXIBLE PLASHING MATERIAL OVER DRIP CAP JOSIT(PROTECTO-ARAP DT.ZCXL a EOUIV) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 STEP 9 OVER JOINT 38' w10E VALIEY FLAT. BN OR HEAVIER AT LEAST 12' BEYOND VALLEY CENTERLINE FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NM APPLY OSI IOU (G EQUAL) SEALANT 4 WNDOW/CMU Jowl FLUIDAPPLIED FLASHING (LA1CO WHITE -SEAL RC -SS OR SIGUAL). SLOPE SILL TO EX I.I. ITHE CGNTACTCRa NESPONS SILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS WALLOW. HOLISEURAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WSBSINk SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLLEAN CAND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WNDOWS WITH EVIDENCE OP WATER INTRUSION BELOW THE WINDOU OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT IJOSL I. Ir IS THE CONTACTORS REBPONSIBILTY TO VERIFY TINE COMPATIBILITY OF ALL PRODUCTS INCLUOM SEALANTS, 4 SELF-ADHIRRNG PLASHING MATERIALS USED DURING CONSTRUCTION 2. rLAGWM AT EXTERIOR W04DOAM AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH MAIFACTUREWS, INSTALLATION INSTRUCTIONS AND APPROVED METHOD 1.1 OF RISC RTOSA U) IN AOC.ORDANCE ATH FENESTRATION MANFACTURENG INSTALLATION AND FLASHING INSTRUCTIONS. WARiQBn IICALANTE MAY RE ACT ADVERSELY IFNOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NM A E C N I T E 6 T 8 GrouoLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 BERG DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 IIIR FAX: 813486.2802 INNING EGE SUHDIV. & LOT SILVERADO LOT #1 BLK #10 PROJECT 03719.00-01101 MODEL: 2368-DESTIN GARAGE S1IMG: RIGHT PAGE, VALL ASSEMBLY DETAILS 150 MPH EXP. B DATE: 08/17/21 SCALE: 1 /4"=1' - O" SHEET WA5 1/8' TEXTURED All FINISH • WOOD, /---- \ 1/2' TEXTURED -- ------ ------------- -- ---- ------ - ---------------' 2x6 SUB -BANS /-777, FINISH • cm W/I'x4' NOTCH a METAL LATH / J END, WRAPPED IN jf PEEL 4 STICK METAL FASCIA WRAP WOOD SHEATHING 1 OR CM WRB LAYER h, I 1" DRIP EDGE I\ 9TUCC0 WRAP(FRAME ONLY) I ! I\\ I = WRB LAYER 02, FORTIFIBER I-___------__--,--------_-- I ---------_ 7/6' TEXTURED I \\ .... BUILDING PAPER (FRAME ONLY) FINISH a WOOD I \ 2xe SUB BAND 1 I/81 1/2' TEXTURED \ "� ROOFING. CEMENT \ FINISH a CMU \\ 47. \ / \ DRIP EDGE \ \� METAL FASCIA \ WRAP Ya' FROM \ METAL KICK OUT ` ' STUCCO, I' FROM WOOD WALL \\ © FLAN E3 \ -- - Ia "`—EXTERIOR WALL / (FRAME OR CMU) \ \ \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED �\ \\ FOR CLARITY ROOF DECK(BEYOND) oo `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) `�\\\0 I1/8' TEXTURED FINISH a 1/2' TEXTURED )WOOD, / FINISH a CMU //2x6 SUB -BAND W/i'x4' NOTCH a ' END, WRAPPED IN PEEL 4 STICK ®ELEVATIQN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 'x4'x4' -0 SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND LUAU 'x4' NOTCH a END METAL FASCIA WRAP ®PL,4N ,4 DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND 11/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T 8 Design Grou LLD. 1441 N. RONALD REAGAN BLVD. LONG OD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w Abdeslgngroup.eom AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-888-2802 BIIININIi SVHDIV. Ae LO SILVERADO LOT #1 BLK #10 PROJECT 03719.00 —01101 MODEL: 2368-DESTIN GARAGE 811MG: RIGHT PAGEWALL ASSEMBLY DETAILS 150 MPH EXP.ABJ pa ll DATE: 08/17/21 SCALE: 1/4"=1'—O" SHEET WA6 48'-0" 15'8" 15'4" I T-2" 4'-6" 9'-8" 1'4" 5'-0" T-10" 4'_4" 3'-6" 0'-0" W TOP OF " SLAB - - - - - - - - - - - - - - - TE-1 - - - - ----- -4--, 3 i FM-i6Xi8 I 1 FM-i6X18 i( I 1 1.1 � 1 I 1.7 I i i 4"CON.. SLAB I W I I I M x oW I �I I �I I li i I I 1 1.1 I m I I I I 14" PVC it it 3'-1" 9' 2„ 3'-1" I CHASE I i liL) 1 -3 1/2' I 1 I I .. I I T-8" -- ------------ -------� 1 FM-16X18 L IE-2 1.1 EXTEND rl I SLAB 1 1/2" I C' ii I i Iw I (-3 112 J 2'-5" 10'-9" I r TE-2 I , 12 �1 X g I A li I 1 I I ii n ii i II i 1 I 1 ii i i I 0'-0" FIN. ELEV. FIN. CONC. SLAB V PVC CHASE I FOR ELEC. 0 I ISLAND �li i o I I i ii I I 1 ii I t1 I I 34,_10,. � I 13,_2., I X 11 ii Y I I 5'-6" ----� I TE-1 -31/2" EXTEND m 1 I SLAB 1 1/2" it 1 • I I I � o I ' I I w I 20'4" I 24,4„ 3,4„ 1 I I I EXTEND ao N 1.1 Il1IiII 8 Om I1III Eoo 2 11 ,X`LL°p 6" e112� I 5 1/2" 414 1 LT- --FM-16X18 FM-16X18 ------ 11 FM-16X18-L----- -- - -- - - -- 4 4 3,_2„ T-10„ 614„ ,_4„ 6'-4" 1.1 16,_0„ 1.1 13'4" 28,4„ 48'-0" F�6 4" CONC. SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, EIINDICATES 06 BAR,SNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS, 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 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 i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VVWIM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6X6 W1.4xW1.4 OVER GENERAL 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 WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHOR*LONG FM-16x18 16" CONTINUOUS 18" -FMC-16x18 16, CONTINUOUS 18" -#5 IN CURB VARIES F-24x24 24" 24" 12" () (+)0"-0' TE-1 8"SEE PLAN 8" -TE-2 8" SEE PLAN 8" -(1) #5 IN CURB FOUNDATION PLAN SCALE: 1/4" = V-0" A R C N I T E C T S GrouOLe 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 SUHDIV. & LOT: SILVERADO LOT #1 BLK #10 PROJECT 03719.00-01101 MODEL• 2368-DESTIN GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH E B D2W. 08/17/21 SCALE: 1/4"=1'—O" sHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING } STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND Q d .I. CELL SEE PLAN FOR SIZE AND U a }} SPACING REQUIREMENTS 0 fl SPACING REQUIREMENTS 1 = a C 0_ a lu QW m0 W I�° d N Q FM 8" CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR O g o IN FOUNDATION WITH 30" LEG EACH +- 0'-0' +_ O.-0. "jai I WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB --t--+ - TOP OF SLAB I ... ° SO THAT THE STEEL REINF. IS CONTINUOUS I( MATCH AMOUNT OF CONTINUOUS BARS ,I n EXT. PORCH SLAB ° SEE SLAB SCHEDULE° BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) - ° EXT. -VARIES SEE SLAB SCHEDULE TOP OF GARAGE ° Isl�° IE CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 12" ISOLATION ,.. JOINT (WHERE ♦ ♦�� 6 CHAMFER (2-STORY) #3 18" #4 24^ PORCH SLAB W/1/T ISOLATION I 4" CHAMFER (I -STORY) l� a` 6" CHAMFER ° .: APPLICABLE) z SEE SCHEDULE #5 30„ JOINT (WHERE • • EE SCHEDULE i FOR WxD, BAR SIZE APPLICABLE) Z 4 FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY #8 36 AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE:3/4'=T-0' @ GARAGE SCALE 3/4"=1'-0' q CORNER BARS DETAIL J SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" --`� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL Wl PLAN GARAGE DOOR �wlRECESS W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING _WALL WO W/ SYP 0 I No 2 STUDS SEE PLANS FOR SECURE B7. PLATE TO SLAB W/ 0 8+ % NEW REINF. BAR SPACING. SINGLE BTM. PLATE 12"x9" WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. TOP Lu W = 00. SECURED W/ 2- PART g WASHER SET IN HIGH STRENGTH E GT W U U CAPPED 0- EPDXY. MIN. EMBED PLATE EPDXY 5-12" EMBED. MIN16"2" OC U GALVANIZED PIPE _i Q 8", LINO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE Q 0 FOLLOW ALL MANF. BTM AND TOP PLATE CURB FOR b = 0' SPECIFICATIONS FOR U I x USE AND PREPARATION OF ANCHORS W/ 10d x 1 COMMON NAILS FILL ALL HOLES, DO NOT USE 10d W MASONRY (\\�E/ UNITS SET Z1p+ AT --�c HOLE. 3^ 1, 0'-0" SECURE FLANGE TO Z W x 0: SEE SLAB SCHEDULE Q SLAB W/(4) 1/4" X 2 1/4" +_ 0'-0" TAPCONS O' TOP OF SLAB ° ° _ RECESS AROUND GARAGE DOOR OPENING • d . •, 4 SCALE: 3/4"=1' 0" EQ. EQ. SEE SCHEDULE FOR AND, BAR SIZE AND BAR QUANTITY ADDING BAR TO 7 INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION SCALe 34"=1'-0" W/UPLIFT ( ) 5 6 LAP TOP PLATE A MIN, OF 48" SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. LAP TOP PLATE A MIN. OF 48" PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO AND NAIL W! 16d COMMON S LAB W/10d MASONRY NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAIL 16" O/C STAGGERED. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND ADDITIONAL METAL SPACING REQUIREMENTS CONNECTORS NOT 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z REQUIRED WHEN NO UPLIFT IS PRESENT. WALL W/ SYP No 2 STUDS SEE g w PLANS FOR SPACING. SINGLE Q ^ a SEE SLAB SCHEDULE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAILIr Q PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢¢ m U�' +- 0'-0" TOP OF SLAB ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO cn — UPLIFT IS IS PRESENT. O 8" CMU WALL ° Z POURED LINTEL CON7. (TYP.) 8"CMU FILLED CELL (TYP.) e - - TOP OF SLAB I ° SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0' SEE SLAB SCHEDULE 1/7' DIA. SIMPSON STB2 BOLTS 5" EQ. EQ. SEE SCHEDULE TOP OF SLAB a. Z c , ti MINIMUM EMBEDMENT INTO FOR WxD, BAR SIZE ISOLATED" COLUMN PAD ,. GROUTED CELL, 4" FROM ENDS AND AND BAR QUANTITY zo CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH INTERIOR CURB FOUNDATION WOOD WALL FOUNDATION AND SLAB SQALE:3/°"=''-0•' (NO UPLIFT) �SEESCHEDULE° SEE SCHEDULE �V FOR WxD, BAR SIZE -��� FOR W.D, BAR SIZE I`-------AAA"` AND BAR QUANTITY AND BAR QUANTITY e• vnFtIE6 a' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO SCALE: 3/4"=1'-0" (NO UPLIFT) 0 FOOTING AND COL. PAD BLOCK WALL CONNECTION j SCALE: 3/4"=1'-0" v S SCALE: 3/4"=1'-0" SHOWER RECESS FOOTER 12 SCALE: 9 "=V-0" A E C N IT E C T S 6 GasOa 941 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .•bdeslg0group.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 E U13DIV. 89 LOOT SILVERADO LOT #1 BLK #10 PROJECT 03719.001-01101 MODELS 2368—DESTIN GARAGE BWMG: RIGHT PAGE: DETAILS %150 MPH EXP. B uJ, DATE 08/17/21 SCALE: 1/4-=1'— O- SHEET s1.1A A BCH I T E C T S 14'-6" 10'-8" 7.9„ 4'.10" 13'-2" 9,4„ 6'.2" 61„ DOWEL PLAN SCALE: 1/4" = V-0" S Grouse. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W Ww.abdmlgngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8131186-2802 BVBDIV. se LrOT. SILVERADO LOT #1 BLK #10 PROJECT 03719.001-01101 MODEL: 2368-DESTIN GA1tAOE BMNO: RIGHT PAGE: DOWEL PLAN %J50 MPH EXP. B 1 202 scant" 17 08 21 DATE: / / BQAL.E: 1/4"=1'—O" SHEET S1.2 TIE VERTICAL REBAR TO HORIZONTAL Z REBAR W! 10" HOOK GROUTED BOND BE VARIES PER ELEV. Z a .I a. Q � CLEAN OUT REQUIRED w FOR INSPECTION v I ' 0'1Y' FIN. FLR. - TIE ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z M #3 18" W #4 11, M U #5 30" #6 36' #7 42" HORIZONTALNERTICAL REINFORCING 0 SCALE: 3/ 8'k8" MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 ao ❑ © -0 DOWEL IN FOUNDATION. r,-"\DOUBLE FILLED CELL ■— OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 24' HORIZONTALNERTICAL #5 30" REINFORCING , 36; SCALE: 3/4"=1'-0" #5 BARS 0 FEE-91j, T 1 0 CMU UNIT DIMENSIONS aD ARE NOMINAL SIZES O /^ MASONRY SYMBOLS 3 / 1 SCALE: 3/4"=1'-0" A a 0 N I T I C T 8 6 Grou0L�. ­ LONO-W FL -- �• PH: 407-774-6078' FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GRJBLVD. DRAFTING INC 5439 BEAUMONT CENTESUITE 1004 TAMPA, FLORIDA 33FAX: 813-886-280 91NIIIIY3 SVHDIV. At LOT: SILVERADO LOT #1 BLK #10 PROJECT 03719.001-01101 MODEL. 2368-DESTIN GARAGE SWIIQG: RIGHT PAGE: DETAILS %150 MPH E B IN 1 DRW' 08/17/21 sCAuc: 1/4"=1' — O" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) IDd x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 C 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 31ZE 6 DESCRIPTION REMARK O (2) 2X12 GENERAL NOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 402/602-16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-18). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615/A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A10641A1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN F'M = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT, 4.4 FOR LINTEL LENGTH AT V-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT, LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 R C N I T E C T i 6 GrouO� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA FLORIDA 33634 PH: 813-886-2628 FAX: 813-886.2802 IIINI�III SILVERADO LOT #1 BLK #10 PROJECT 03719.00-01101 moDEL- 2368-DESTIN GARAGE 8TrMG: RIGHT PAGE: LIFT BEAM PLAN 150 MPH EXP. B DpjwT Ai'E: 08/17/21 BCALE: 1/4"=1'-O" aHEET s2 of IF NOTES TO THE INSPECTOR/CONTRACTOR TYR em" 1t� 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e PLACE STEEL HEIGHCE �0 REINFORCING (1-2) 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#5 TYP. 8"X16' TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH pP OJT COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1i15 TOP OF THE LINTEL. g / A �" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.— VERTICAL REBAR W/ 10' HOOK 5 �\ ��O ' 8x16 DBL. BOND TOP OF P,6 fr�L BEAM W/(1)#5 BAR BOND BEAM a EACH COURSE •\O G 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .ti BOND BEAM 30" TYPICAL pOp�G�\� F FILLED W/GROUT .\\AO U =UNFILLED GROUT SOLID FROM TOP �1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #SS, IN 2ND BOND BEAM, IF FILLED LINTEL #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 16-1T/1M/ B 8x8PRE LASTC1A,(L2E y�\�E� NOMINAL—� LINTEL W/(1)#6 BAR (12) MASONRY LENGTH OF BAR =WIDTH OF p� HEIGHT O OPENING-2' 0 CORNER DBEA C BEAM DESIGNATION BOND IT IB THIS ENGINEER'S INTENT BOND BEAM COURSE OR OF THAT XFXx- iTn M/oB INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRE -CAST CONCRETE SCALE 3/4"=1'-0" 1 REINFORCING BOND BEAM AND XFXX- iT,OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0" ITIS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX -1T/i M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - iT/OMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 IN EMBED MEN71 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN _ 3 2X6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 14 19' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" - SLOPE FROM EACH END AND 19' Z O.C. MAX. MIN 1-114' O ' 2fD n EMBEDMENT 4 2X8 (MIN 2X3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW SENT 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 #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK STANDARD TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS T ARCHWAY FRAMING DETAIL CORNER STEP SCALE:11Y2"=1'-D" AT SCALE: 3/4„=1, 0„ SCALE: 3/4"=1' 0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. ISINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF REF FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE 3/4"=1'-0" �� SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" 1 A C N I T I C T i 4 5 /GroupLmS 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdealgngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-M6.2628 FAX: $13-886-2802 �IYIYI� 91111111R3 OVHDIV. Je LOT SILVERADO LOT #1 BLK #10 PROJECT 03719.601-01101 MODEL: 2368-DESTIN GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXF,B PRINT 17 DATE 08 21 / / SCALE: 1/4"=1'—O" 8HEET s2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO VWOD: SI MPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7 BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8 LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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. i � - I . I of U 10 -'/our . HT IN LEI _ - - �AHT AHT 701 AHT 1' 11 AH Lai AH AH , [,. HII _- %FUI m ■ ( ns�n—ter 1. n� �a1■I 4I■fe a �ILSIL"�� r�L"aP�IL"�I m,al�l�,�I�[rJi� 1 KNE Cl' FRAMING PLAN SCALE: 1/4" = l'-0" w c3 a c3 y✓> F—AECN IT ECT81 6 GroupOLn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdwigngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: S:L&N8-2802 91NINIIIi avaDIV. de LOT SILVERADO LOT #1 BLK #10 PROJECT 03719.001-01101 MODEU 2368—DESTIN GARAGE awtxcs: RIGHT PAGE: FRAMING PLAN %150 MPH EXP. B SEP A AR NO 93m DATE 06/17/21 sCALE: 1/4"=1'—O" SHEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH �9) 10d x 1 �'NAILS TO TRUSS B-(2) SIMPSON HETAl 6 TRUSS ANCHOR WITH (12) 16d x 1 �'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C_(I) SIMPSON LGT2 GIRDER TIEDOWN WITH �16) 10d x 3 J'NAILS TO GIRDER AND 2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 �'NAILS TO GIRDER lx2, 2� WOOD FASCIA SEE ARCHITECTURAL 72x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W1 10d GALV COMMON NAILS 1 Z. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE ROOFNVAULIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4". 6", Wx 4'-U'MAY BE ADDED Wt 10d NAILS. 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEEREOWOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT U: 1810 LBS, L770 LBS (I PLY) B ALLOWABLE UPLIFT U:2365 UBS, L: 1430 UBS (2 OR 3 PLY) C ALLOWABLE UPLIFT U:2705 LBS (2 PLY) S1A 1B 1 TYPICAL TRUSS/ SCALE 3/4! SS GIRDER CONNECTOR(S) 3/4.'T & G SUBIFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE �l �2) 12d 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 $Elm lillitmem THICKNESS PROVIDE DBL. TOP PLATE 4500 3/4"WOOD PANELS PROVIDE BLOCKING 6000 (2) 112*1 WOOD PANELS I/Z'GYP. WL. SO, 60 (2) 1/2" WOOD PANELS 90 SEE SHEET SlAA FOR 2.LUMBER NAIL SIZE AND PATTERN 91L I r,__�I-JOIST CONNECTION @ L.B.W. �,��LE: -'=l'-9' (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM, - PLATE DEPTH 114*D —HOUE EDGE �518" —HOUE DIAMETER 2/6*D SGL STUD I /—HOUE EDGE >5/8" ---HOUE DIAMETER � 3/5*D DBL. STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J'NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTIONWITH HEAVY UPLIFT CONNECTOR lx2, 2K WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ I Od GALV COMMON NAILS 1710/c --l— ­11. BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE ROOFNVAUUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" . 4", 6', 8" x 4'-U'MAY BE ADDED Wl 10d NAILS, 2 ROWS, 3' OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(l) SIMPSON LGT3�SDS2.5 GIRDER TIEDOWN WITH (4) t'x 5" TITEN HD TO CMU AND (12) SIDS �'x 2 �'TO GIRDER B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J'x 5" TITEN HD TO CMU AND (18) SOS J'x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TEDOWNS WITH (2) �'x 571TEN HD TO CMU AND (18) SOS J'x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT 3285 URS (2 OR 3 PLY) B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT 8885 UBS (2 PLY MIN.) (2A 2B TYPICAL ROOF SCALE. 3f4'*=l'-Cl' ��_ GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10010/2 HOG COMMON NAILS. @ EACH END TOTAL OF 10 4 SERIES &#ZMKM THICIIINESS 4500 3/4" WOOD PANELS 8000 (2) 112" WOOD PANELS 60 (2) If2" WOOD PANELS 90 2�LUMBER LVUI-JOISTWITH BACKER BLOCK HTT4 W/ 5/8" A.8 WITH MIN 7" EMBEDMENT To SLAB & (18) 16d x 2-1/Z'NAILS TO POST., POST TO SIT DIRECTLY ON SLAB � LVL/\/VOOD POST CONNECTIONS SCALE 314"=V-0" NOTE: 7- —WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A-SIMPSON HUS28G� 1200LBS, U � 128OLSSW/(1)314" SIMPSONTITEN 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 UBS Wl (2) 3/4- SIMPSON TITEN BOLT/J-BOLT 5'MIN EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS c - SIMPSON HGUS2&2 G , 2400 LBS, U < 1810 UBS Wl (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 W1(4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 6' MIN. EMBED �36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS E - SIMPSON HGUS28-3 G < 4800 UBS, 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 9 SCALE. 314"=l'_V # 1100 UPLIFT SIMPSON - HTSM20 W/1 0 1 Od 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 W110 10d TO TRUSS AND (4) 1/,T'x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE .MISPLACED EMBEDDED TRUSS ANCHOR SCALE -"=l'-" 6'-0' MAX (W/lX4) OR 10'-0" MAX (W/2X4) # K (2) 2X4 No 2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d C TRUSSES WHERE TRUSS (DIAG. BRACE T X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 01-0" TO 30-4- (1)'W" BRACE SEAM I 30--l" T060--0�3)"X- BRACE SECURE 2)(8 PT. PLATE BRACE @ CENTER TO BLK W/ 1/Z'DIA �1�::X: 2 X: BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6- SEE ARCHITECTURAL MIN. EMBED. AT 3Z'OC lx4 DIAGONAL MAX BTM.CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d'. 8" PLAN FOR LOCATION STIFFBACK (AS PER O.0 MAX MAY NOT BE REQUIRED TRUSS ENG) �M[C.NT..4SECURE.Wl ( 11 � @ EACH TRUSS TO BE INSTALLED @ BTM. CHORD OF 10'-01' O.C. MAX. WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6-13" O/C END WALL OR OTHER MAX,, OR 2x4 BTM CHORD BRACING END TYPE CONDITION IF 10*-0" O/C MAXSECURED Wl (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING ,2 5'EDGE CENTRAL SPACING SPACING SEE SEE STM �CHEDUL,� SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE _J LSEE LEDGER SCHEDULE 5 112" MIN. EMBED. (TYP) 1. ENSURE THAT EXP BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, WALL AROUND H, H BOLT, 2. ENO OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-U', 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN F'O/C. 6. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) PT DIA. x 3!'MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE V EDGE SPACI ceirmSPACING A DOUBLE 2X8 ilzl 81, On 16, O/c B DOUBLE 2X8 3/4" 91 O/c 24" O/C C DOUBLE 20 0 81, Oic 16, O/C D DOUBLE2910 14" 81, Olc 24" O/C E DOUBLE 200 3/4!' 61 01C 16, O/C I F DOUBLE 2112 1 3/4" 1 61 01c 1z, O/C WOOD LEDGER DETAIL SCALE: 3/4"=l'-Cl' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END �,�PR�E-ENGFDTRO"S�� THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOAD$ DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES S ALTERNATE MATERIALS S �� CALE 3/4"=T-01' i R C N I T I C T 8 6 G r ZN10 buspOL 2m 41 N. RONALD REAGAN BL� LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: Mm"Ill A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81 8=6--2628 FAX: 62802 lunDiv. ac LOT, SILVERADO LOT #1 BLK #10 PR OJECT# 03719.001-01101 MODET- 2368-DESTIN GAJ%AGE BTfMO: RIGHT PAGE: DETAILS %,150 MPH EXP. 0 1 7 F-PIUNT DATM! 08/171/91 SCALJC: 1/4"=l'—O" WMET S3. IA FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS WI (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3/4"=1'-0 SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SI.PSON.PH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 12" HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d C 3" O.C. 1ST PLY INTO LEDGER AND 10d 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION LL o= 0 Z �Q5 U PER ELEVATION m` 1X2 FIRE-STOPSPLICE NI #8 WOOD SCREWS x 7' LONG C 3" O.C.; SIIIIIII, TAGGERED OFF CENTERLINE OFF 2x6; M) 3/4" AS SHOWN SIMPSON A23 4„ EA TRUSS JIL JSF 1 NA)UNO PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 26 BLK'NG BETWEEN TRUSSES W/ 10d C 3" O.C. 1ST PLY FLOOR DECK 2x4 NAILS INTO LEDGER AND 10d C W O.C. #8 WOOD SCREWS NOTE: P OF FLR TRUSS ( TOP STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C.; MI 2x4 BLOCKING C EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT- BELOW STAGGERED OFF NAILS C EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2x6; 3/4" AS SHOWN n( 2x4 BRACE C 48" O.C. w/ (5)12d 1'-0" MIN. FROM 2ND. FLR. FLOOR DECK IN NAILS C EA. END LINE 21 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 12" EXP. BOLT MI 8d RING SHANK NAILS C 4" O.C. MAX C BT. OF FLOOR TRUSS 8" CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING (BT. 2X6 IS FOR WALL SHEATHING NAILER) END W! MIN 5-1/2' EMBED. 16d NAILS C 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC 'II �/4" UFO" PER ELEVATION PER ELEVATION If ; -�Dll O NAILING PATTERN OU Ia a _f PER ELEVATION =—z PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILB FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) 0,7 D.G. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 C REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERIFY W T S SECTION DETAIL %�0 EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SCALE: 3/4"=1'-0" �. PRE-ENG FLOOR TRUSSES PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT STRAP TRUSS TO PL. PRE-ENG SHEATHING SEAMS) (BLOCKING 0 PRE-ENG'D WOOD SEE SCHED. BELOW &1* ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) C 24" O.C. MAX PER ELEVATI N 1;JIN � 1 FOR STRAPPING VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/2"HIGH W/ 12' DIA. ANCHOR BOLT W/ 2" A- SIMPSON MTS12 TH CLG. BOARD4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d rPRE-ENG TRUSSTO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6"MIN. GALV. NAILS. NAILS SLAB.SEE EMBED. AT 32' OCMAXB- (2) SIMPSON MTS12TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 L-BS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8"O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BO. • 0 • AND TOP PLATE ANCHORS W/ 10d x 1 1/7' COMMON NAILS SECURE ST. PLATE TO SLAB W/ LEACH CONS. 2x4 SECURED0-- FILL ALL HOLES, DO NOT USE 10dx 3" 129c9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSSNVOOD POST CONNECTIONS TRUSS TO BE INSTAED C 0'-0" O.C. INSTALLED 1 MAX. EPDXY 5-12" EMBED. MIN. C 16" 1 O8 10b 1 OCi OC MAX. SCALE: 3!4"=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL '° Via•,• TRUSS TO POST CONNECTION v SCALE: 3/4"=1'-0' :a'. °'< A-SIMPSON MTS-12 U <990 LBS W/(14) 1Od GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) .w 1/4"x3"SDS, (1) 5/8'" A.T.R. TO HDU4 AND (10) 1/4" X 21/7' SIDS TO POST TRUSS CONNECTION @ L.B.W. o , oh POST TO BLAB CONNECTION A8B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C_SIMPSON H775 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. A RCN IT ICT8-1 6 Gaon 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-77"078 w .abdasigngroupxom AA#: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 9NIY11111 BUHDIV. de LOT SILVERADO LOT #1 BLK #10 PROJECT 03719.00�-01101 MODEL• 2368-DESTIN GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH E . B 01 Q D=T 08/17/21 SCALE: 1/4"=1'-O" SHEET S3.1B 2X KNEEWALL TO ERG. HT. SECURE TO CMU W/ 1/2'XS' ANCHOR BOLTS W/ 2' WASHERS SET IN HIGI-I STRENGTH EPDXY • 24' O.C. (1' MN. EMBEDMENT)-TYP. (2) 2XI2 DEL STUD W/(2) SP4 (TOP 4 EOT.) 5' STUCCO BAND K ry LL � Z � LL F PRE-ENG TWOS (STRAP PER FRAMING NOTES) (2) 2XI2 HDR WIFLITCH PLATE. ATTACHED UJK2) MSTZ4 • EA. SIDE PRE-ENG TRUSS (STRAP PER FRAMING NOTES) MTL. DRIP EDGE 2x SUB -SAND - VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE DEL STUD W/(2) SP4 n ENTRY SECTION -ELEVATION D SCALE, 1/2'• I'-m' A R C N I T E C T R 6 Gro pOL l41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86.2828 FAX: 813-886.2802 IIIIIINn 9111RIIIli MGM. AC LOT SILVERADO LOT #1 BLK #10 PROJECT 03719.00 -01101 MODEL 2368-DESTIN GARAGE 8111MG: RIGHT PAGE: ENTRY DETAILS 150 MPH EXP. B 012 \-M NO 93723 91 PRIN DATET 08/ 17/ 21 SCALE: 1/4"=1'-O" SHEET s3.1c z z FOR ASPHALT SHINGLE ROOF, USE MIN 71le' STRUCTURAL SHEATHING EXP 1(24116) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15137- STRUCTURAL SHEATHING EXP 1 (32116) (SEE TABLE FOR FIELD AND EDGE SPAC ING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @4"OC. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LE GTH DIA TENSILE STR. SHANK ASTM 8d RING SHANK, 2 30 0.113 170,000 RING Il 6-2 SCREW SHANK P ER Sd RINGSHANK, li PNEUMATIC 2 3/&' 0.113 SCREW -NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S3, PLY WITH 8d RING SHANK GUN NAILS AT 4" D.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C, TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'0.0 AT �NTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1. 8d NAILS C 4" D.C. ON EDGE AND 6"O.C. IN F ELD ZONE 20, 2�, 2r. 8d NAILS 9'0.C. ON EDGE AND 4" QC. IN F:ELD ZONE 3,3e, 3r: 8d NAILS 4" O�C. ON EDGE AND 4" QC. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7�16 8d RING SHANK GUN NAILS @ 4" O,C� TOP & BOTTOM EDGES 1 11 z Zo z z 0 o: I-) - TYP EXT SHEATHING ATTACHMENT Z w z 0 z < 0 T, z w w .0 ft� cl w RAFTER OR TRUSS ROOF SHEATHING Z BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE. GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER Wl BLOCKING @ 16,10,C IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16"O.C, FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDU LE ( - SO INGSHANK GUN NAILS SEE: -ROOF SHEATHING ATTACHMENT - TABLE FOR FIELD SPACING (�#B`Z'DECK SCREWS' @ 6'4' O.C. MAX' @ EQGES & 12- O,C MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING) TYP. 3/,V'T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS A A -A A A A A" FATATAVAV V, 0 0 opo 4 4 FOAQW, m— v ROOF WIND DESIGN PRESSURES NET (.—S) —"I ,_­ 11 I.NE—I ­E —E-1 Z 1 ­7 ,M �, 41ENDIDNEDIT—E E_C NO.E. I.— E___ —BLEINTERNAL PPESS-111.1-1 -1— FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER I— R— A-1— I. "I I I—. I IE- 1.2—UN—TO M —N­ —DENED-L NAL—LONG I— I —K TO ­R­ 0 No— —N.AE I TENN I I ­'ElIEl 1-111 E.E.El ISD �­ Coo I SEE-6 —ARDENED—L I III LONG, I-- I—ED N­ F­E0 INTO G—E DOOR I— A"Ry To M—RY— 1".. 1 E.—N LT I ' I— DA) IN', D,, (III A) IT S-EDSEDST ­B­ I . PT SEE — I 11DEN.— I III N. T­ENED WN— FASTEN D INTO ­­ METAL S—P TO ­Y I 00N., CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS I, FIT, SEE NOTE 6 NO -SNER F­NER DISIT�'ENEED, END 1', EDGE IT I I- IPA1711 E_ otST ­DGEDET PT — � . 13.' — � - � END DST, I III _0 IT— — SEE STA'SSERE. EDGE NOTE 6 Z NOTES I STAP ES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 2 FASTENING OF GARAGE DOORS VIANDOWS AND EXTERIOR SWNG DOOR$ TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3 ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE Ill TI X-ZF HEAVY OUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS $HALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6 WNDOVVANDD R BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W1 TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARD& FBC-R 2020,7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMEO STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND $HAUL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FX EPT WHERE A DIFFERENT DETAIL IS SHOWN� ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOWWRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TOT E ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOMS TH CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 00 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 pIf 20 psf TOP CHORD -Dan omumnt 10 pf STM CHORD _n-concurrent DEAD LOAD DEAD LOAD 15p.fTOPC ORD 20 pIf TOP CHORD (7 pd /ASPHALT SHINGLES) (10pEfw/NoGYPCRETE) 10 Psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: i0psf BALCONY LIVE LOAD 60 pf STAIRS LIVE LOAD 40 DO ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE Nf. PROVIDE 6%AIR ENTRAMED C014CRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE 6�MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS SEAMS LAPPED 5 INCHES AND SEALED WITH ADHESIVE TAPE. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN FINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0 25 PCF OF A BORATE PRESERVATIVE TREATMENT DISODII I - FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0 42 PCF FOR DOT OR MORE. NAILS, $PIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST N DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN WOF HEARTWOOD. EXCLUSIONS FROM THESE PLAINS: MINIMUM NAILING PER FBCR 2020, AT EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS NTH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2� WELDED WIRE MESH: WELDED AARE MESH, SHALL BE ASTM AT 064/Al D54M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHAUL BE SUPPORTED WITH 2"CHAIRS SPACED T-O'OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W1 THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTA AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER*S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" #6 BAR - 36" #5 BAR 30" #7 BAR 42" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS'SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED 13Y A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATE$ SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND $HALL BE HOT -DIPPED GALVANIZED. DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, 'DESIGN NATIONAL STAND�RDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTIOR, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOAD$ FOR THE ROOF PROVIDE 36"x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS VWTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 7 88 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND� DEAD LOAD SPEED = 150 MPH 3. SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE 8, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONST FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS UNI N HABITABLE ATTIC WITHOUT STORAGE 10pf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS) HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRU, CTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS. 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENG NEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS 30psf, STAIRS. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pEf RMSONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECI ICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SH P ORAVONGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT 0 OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES, AS PUBLISHE D 13Y THE MASONRY STANDARDS JOINT COMMITTEE. T E HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CH ONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK TH TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS $HALL BE REVIEWED BY THE C014TRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEWWILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IWWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAVIANGS CHECKED, UNLESS OTHERVIASE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 316" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF T' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIONI SITE PREPARATION: TYPE -M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PIT, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TOA DRY DENSITY OFAT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION T E 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 MIN IM UM 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 5DO P ; R GULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3:000 PSS REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED PAX 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 318 AND ASTM 09404M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON T ERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE WALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TE8TING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR MHALL BE AS FOLLOWS: A YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8 FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: MIZ'FOR #5 AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314* FOR SLABS, WALLS AND JOISTS I-IJ2'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CM U CELLS SOLI D WITH GROUT AT ALL CELLS TO RECEIVE EX PANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS), U N.0, STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 kv FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A5001A500M, GRADE B, Fy = 46 laii. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE B, TYPE E OR S. Fy 35 W TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS NTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE NTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. A R C H I T 9 C T 8 6 aDeso'n *'Sl u, Grob Lm 1441 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.aladmigrigroup.com AA # 0003325 DRAFTING BY: -"*I A.B. DESIGN GROUP DRAFrING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81 2628 FAX Se-2802 UBDIV. 89 L,01' SILVERADO LOT #1 S BLK #10 PROJECT# 03719.001-01101 MODEIJ 2'368-DESTIN GAMIN&GE SWING: RIGHT PACE: DETAILS It. 150 MPH EV, Pj 0 1 loyl-K ]� 1-p mmml� aw. 08/17,111, SCALE: 1/4"=l'-O" 8HEET SNI i- I tr 1- Q TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS r ►I DETAIL A FASCIA 7D STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J, M/ nl=TAu In J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL IT 1D HEM AND IN VALLEYS STAPLES INSTALLED @--r 12" O.C. MAX (INTO Q (Z)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 STAPLES INSTALLED Q7 �SOFFIT AND J-CH J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. ___—T--SOFFIT 10 J-CHANNELQ Q STAPLES INSTALLE THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS Q SOFFIT ® J-CHANNEL j" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' SPAN'LL . SEE DETAIL WA SEE DETAIL 'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) SEE DETAIL'D'—' SEE DETAIL 'E" — EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JO / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN NEL Q v DETAIL B 4ay:rwwa1 FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO Q STAPLESINSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 IX2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL _ SLOT OR T-NAIL @ 12" 5 O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-C i„ DETAIL C J-CHANNEL BY OTHER 2 1/4„ INSTALLATION SCREW, EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. ,..,-STAPLES INSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 EAVE WIDTH f>># 375 (ROOF I > j .4 3.625 3.625 66 OVERHANG) 5 \ OS 0 1r--- 12— "—CONCRETE; OAT� CMU OR WOOD —�—� (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 is SI A R C N I T E C T 8 6 Group 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: 813-886-2802 �IINI�III SLTBDIV. Ae LOT SILVERADO LOT #1 BLK #10 PROJECT 03719.00 -01101 MODEL.• 2368- DESTIN GARAGE OWING: RIGHT "'§OFFIT DETAILS 150 MPH E . B 0A PRINT GATE• 08/17/21 SCALE: 1/4"=V-0" SHEET SD1 SK�� 3/GIs FL17, SQL