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HomeMy WebLinkAbout7175 Steer Blade Dr99 26 DE TIN" FOR: ALL kaI r ,it l v.'VM1�.i!'J` WORK 'SHA�' R, L CODES FLORID,"-'B HORMN ico5; IRE 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA Ir CERTIFIED BUILDING CONTRACTOR: Ir DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -lT, mm BDIIDDIG CODE, ED1T�0N � -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 -1-STORY RESIDENCE - :I -STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABM ABOVE A/C ACONDITIONING IR ADJ. ADJUSTABLE ALT, ALTERNATE AMP AMPERAGE BU BOARD CL CENTERLINE CAB CABINET CLG. CEILING CI.R. CLEAR CBING CONE CONCRETE PT. CARPET G.T GERAMIGTLE D. DRYER DEL DOUBLE D.G DUAL GLAZED DID. DIAMETER DIM. DIMENSION DISP. DISPOSAL DR DEEP DR DOODOW D.S. DOWNSPOUT LAM LAVATORY LU M LUMINOUS M.C. MEDICINE CABINET MFR MANUFACTURER MIN, MINIMUM MT. METAL THRESHOLD MTD, MOUNTED Mil,METAL N.T.S NNCENTEALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH PHONE PIT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER BAD, RADIOS R.A.G. RETURN AIR GRILL REF REFRIGERATOR RM, ROOM DATE DESCRIPTION OB/24/19 ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/29/19 ADDED STONE CAP NOTE TO ELEVATIONS G CS -COVER SHEET G GN—GENERAL NOTES G Al —FLOOR PLAN PG A2B—ELEVATION "B" FRONT & REAR 5 12 PITCH) PG A3B-ELEVATION "B" RIGHT &LEFT (�2 PITCH) PG EI—ELECTRICAL PLAN pG MI —MECHANICAL PLAN PG DS-DETAI PG DI DETAILS P� WAM_'d ASS ASSEMBLY D�I�SyyTggING PG WA2-W ASSEMBLY DETAILS pG WA3-W ASSEMBLY DETAILS PG XA4—W ASSEMBLY DETAILS PG WA5-W ASSEMBLY DETAILS PG WAS -WAASSEMB Y DETAILS LL 10/14/19 UPDATED LED LIGHTS PER D.R.HORTON 2/04/1 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON Ot/27/20 ADDED 8DIP90N CONNECTORS I.I.O. U9P 08/04/E0 UPDATED MASTTO2 BATH. BEDROOM /4 & BATH /3 07/14/20 CHANGED ROOM NAMES PER D.R. HORTON 12/01/20 MADE REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE 12/01/20 WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/19/21 REPATHED ALL XREF9 FOR 2020 FBC CODE CHANGE STATE OF FLORIDA SQ.FT. CALC,'S PROFESSIONAL ARCHITECT: DTI DISHWASHER s° SOLID CORES EXNTDR EA, EACH S.D. SMOKE DETECTOR ROLAND A. ABOUCHACRA EQ ELEVATION EQ. EQUAL SH SINGLE HUNG SIT. SHEET AR No. 93723 EXH. EXHAUST EXT. EXTERIOR F.G/FX. FIXED GLASS SHSHEATHING SHWR_WR SHOWER SIM SIMILAR A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 LIVINGS 2312 So. FT. GARAGE (ELEV. (5) FP31 50. FT. ENTRY 50 60. FT. COVERED LANAI 201 $a FT. TOTAL 3*0 $0. FT. F.O. PUELGAS FIN, FINISH FLR. FLOOR FLUOR FLUORESCENT FR.DR. FRENCH DOOR FTG FOOTING GAR. DISP. GAARBAGE DISPOSAL SL. SLIDING SL. GL. SLIDINGGLASS STD STANDARD SWS SHEARWALL SECTION TEMP TEMPEREDGIASS 2UGE 0 . opOF CURB Fax: (407) 774-4078 GF.I GROUNDPAULr CIRCUIT IlUPTER . GLGLASS T.O.P. TOP OFPLATE T.O.S. TOP AB T'YTYPICALOOFS STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG 91.1A-DETAILS PG S1:2-DOWEL PLAN GYP. BD. GYPSUM BOARD U N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HC. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INS OR ITT INSUULAATION RJT. INTERIOR WD WOOD WDW. WINDOW W/H WATER HEATER WI. WROUGHT IRON PG S1.2A-DETAILS PG S2-LIFT HEAM PLAN PG S3-FRAMING PG 93-FRAMING PLAN PG 93.1A-DETAILS PG S3.IB-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1C-ENTRY DETAILS PG SNl-DETAILS PG SDI -SOFFIT DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI,a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. A R C N I T I C T E GMSOO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407.774-40711 www.abdaslgngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886-2628 FAX: 813-886-2802 IVINI 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 R301.2.12. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y22 THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 Y2 -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 % 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y /" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7A. 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-Cl063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFTTS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A R C N I T E C T S 6 Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-774_07. www.abdeatgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-866-2628 FAX: 813.88&2802 ININ� SILVERADO LOT# 12 BLK. 14 PROJECT# 03719.001-12141 MODET- 2368-DESTIN GARAGE SWING: LEFT PAGE: GENERAL NOTES JU UAW 07/15/21 SCAT M: 1/4"=1'- 0" CONTROL DATE: 12/10/20 (RM) GN 48-0' 4'-4' '-4' 9' 8' 4, 6' rT �°NI3I -/-j 25-614 36IX121 FG. 25-SH 25-SH EGRESS TEM JCOVERED / M— I BEDROOM 4 T-4' CLG. I I 9.4' CLG. BEDROOM_ I ;p I =, 2'-0'1 V.4 CLG. !9 I 12 0 TRAY CL& m I TOIV'-0' I J ^ I 1 I ?e 1 I ww S.G.D. I — -- -----J r— — — — — — — — — — — — — — — — -U V" 0 I 5' > CAFE I I n 5'-4- CLG. I I 1 0 I I 24'-I' I I I GREAT ROOM a 00 xp- Y 1 I I, 5 4' I:LCx 0 CLG I TRAY CLOT. -4 a TO10'-0' :T 1 1 8FlLVES Jo Ip �[ • ®II C 0 a• � � 9 I :�� I r I I I I M I �I Ili I KITCHEN A 1 1 I m I— I 9'.4'Cl.G. 11 j ------ ------� ISH •-1-- iI ° 0 0ii I — — — — — — — — — — — — — — — I ' -4' 3'-0' 14'-6'\\ 6'-4' 2'-4' I I v DINING 7 's ' BEDROOM -6 OM 1 c� PAN. I o y, I 0 T-4' CLG. UbPT.y'? U1 m i - I D Ft 58H I " II r� 'JI��eO 0 I I IYW 1MY v WH 2 -0 2X10 54'X22'-----� e o PRE- ATTIC 1 �T T PLUMB ACCESS L-----J HDR •� II 4'-3' L.T. BATH TU5 I'-2' 5'-0. b 2 FOYER ? m I$H W-4'CLG.O------ S a GARAGE 0 4NT - T-4' CLG. 3'-2' 3'-(e' -- 4'-0' W/12A2' St. 28'-4' S' 13'-4' v BEDROOM 2 ENTRY 9'-4' CLG D'-S' CLG. i0 I&,-& X 1'-0' O.N. �--4' 8'-0' 4 '-4' 16'-0' I'-4' S'-0' EGRE88 6'-4- EGRESS[ 31_10, 3'-2' 28'-4' 6'-4' 13'-4' FLOOR PLAN SCALE: 1/4' a 1'-0' NICHE TEMP. GLASS TO FLR W/ 24' TEMP. GLS. DR 42' KNEEWALL FLOOR PLAN NOTES - ALL DIT'BNSIONS ARE FROM FACE OF I %' BLOCK WALL (OR EOGE OF FLOOR SLAB) TO FACE OF WALL STUD UN.O. - ALL INTERIOR WALLS ARE 3)F UNO. - DRYER VENTED TWROUGW ROOF (VTR). NOT SCREENED. • AIR C0MF-IMOG R SET ON 44'X44' POURED CONC. PAD. PAD 15E3I1,16 6' FROM EDGE OF STRUCTURE. - SEE SWEET GN FOR GENERAL AND STANDARD BUILDING NOTES. - ALL WABITASLE ROOMS TO WAVE ARC FAULT CIRCUIT INTERRUPTER - ALL FULL 1E r.WT BLOCK WALL6 BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SWEAR WALLS. SQ.FT. CALC.'S LIVING 2312 Sa FT. GARAGE (ELEV. 5) 531 50. FT. ENTRY 50 60. FT. COVERED LANAI 201 80. FT, TOTAL 3160 80. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY 1 .p DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BRG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. Ln -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE $HALL BE EQUIPPED WITH BOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICIQNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT 9'-4' BRG. LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. ' H5 RADIUS CORNERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-114' LOW WALL 2'X6' STUDS . 16, O.C. W/ 1/2' DRYWALL SHIM AND SECURE COUNTER TOP VARIES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT AAR REINFORCING KTCHEN C Q I BRACKETS AS BASE 3 NECESSARY. CABINET m= BAR DETAIL A SCALE: NT$ OWOIER AND CLADDING WIND LOADS SAWC WIND EID'DSIIE FOR 8 BE= Q= 011,91111111116 SD49E 201E WO MFIWND INU I10111 tB NOTWE FWTAtE MIN. WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR MIN. CRITERIA SG.D. MIN. 14 5 21.2/463 CRITERIA 16010 O.H.D. 112 5 20B/-24.13 0010 O.W.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. CDIIIROL DAIS OM 1RCNITECT8 GroupLn. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ,abdwigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-US-2802 11111111111 01111111111 DwATEE.. 07/15/21 SHEET Al AREA OF ATTIC = 3157 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3157 /300 - 10.52 (VENTILATION AREA X SQ. INCHES PER FT. (144) = 1515.36 SQ. IN. M IN. REQUIRED VENTILATION IN UPPER PO RTION O F ATTIC = .5X 1515.36 - 757.68 SQ. IN. O FF RIDGE V EN TILATIO N A REA = 115 SQ. IN. P ER V ENT ITOTA 757.68 /115 L R O F V EN TS REQUIRED = 6.58852 TOTA L If O F V EN TS PROVID ED = 7 IN PER IN SOFFIT VENTILATION AREA = 11.736 LIN FOOT IN = 757,68 /11.736 TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED = 64.5603 LIN EAL FT OF `AREA OF ATTIC IS THE PERIM ITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED FRONT ELEVATION-B TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION ,�19'-S' RIDGE HGT. J.12'-S' BRG. — — — — — — — — — — — — — — — — — — — — — / / WINDOW \ RAISED STUCCO BAND I I I I I RAISED •1. STUCCO `^ A. 5. BAND I � I I I I WINDOW I DETAIL , DETAIL I A SCALE: N I'-0' L SCALE: I'• P- \----------------------- — — — — — — — — — — — — — — — — — — — — — — — / RAISED / STUCCO \ BAND SIDE ENTRY SIDE LITE DOOR LITE I I I I I I DETAIL I\ SCALE: I'• F-0' / — — — — — — — — — — — — — — — — — — — — — — — — — — — / ------------- FOAM \ CAP �+ a• I STONE VENEER I I I I .2' I I I I I I I 0'-0' FIN. FLR I I I I I I I I I I DETAIL � E SCALE: I'• I'-0' -------------/ I R C N I T R C T I 6 Design GrouspOT. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W W W.abcIftigngroup.com AA 6: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813686-2802 amnnn SILVERADO LOT# 12 03719.001-12141 MODEL' 2368-DESTIN GARAGE OWING: PAGE: FRONT & REAR ELEVATION .:'BD" A i DAB 07/15/21 BQAL.E: 1/4"=1'-O" SHEET A2B SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT \/ ROOF 12�8' 51 rs�. o _ HGT. 9 4 W.T. _ -- 0' O FF I FF771 [:] FOAM TEXTURED 1' 0' CAP 9 FINISH p i0 i0 - — STONE- - — - — - — - — - - - - — - — - - - — - — - — - — - — - - — - — - — - — - — - — - - — VENEER 0'-�0' FIN.__... FLR Y RIGHT ELEVATION-B (TEXTURED FINISHT SHINGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT \/ ROOF ■ TEXTURED FINISH 0 FOAM jE: CAP STONE VENEER LEFT ELEVATION-B (TEXTURED '5'-4' 5RG. HGT. -0' A R C N I T II C T S 6 . rrDeSv-. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdesigigroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA33634 PH: 813486-2628 FAX: 813.886-2802 mo ELECTRICAL LEGEND SYM. DESCRIPTION df DARD SWITCH Y SWITCH Y SWITCH r� ER SWITCH H9 BUTTON ONNECT [1;4EP&'IOSTAT T IS RECEPTACLE (125V/10-AMP LE POLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED GRAND FAULT TERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOF/wi CEPTACLE (GROUND FAULT NTERIPTER) WV GI UADPLEX RECEPTACLE ® IVV TED)EX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECTOR) -QDEDICATED RECEPTACLE L MOUNTED LIGHT EILING MOUNTED LIGHT ANT LIGHT WOOD LIGHT L SCONCE PRE -WIRE T PAN WITH LIGHT (I CPT PER 60, FTJ BUL5 LIGHT FIXTURE Q884 BULB LIGHT FIXTURE BULB LIGHT FIXTURE 'TRACK LIGHTING TTIC LIGHT WITH FULL CHAIN DER CABINET LIGHT ® 'xW FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE RUNT) FLUORESCENT LIGHT (RECESSED) x O GE86 LIGHT • CE86 LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN LEGTRICAL PANEL (FIELD VERIFY OCATION) -50X (WALL MOUNTED) m -BOX (CEILING MOUNTED) ILING MOUNTED FAN 0 T FAN (I CFM PER $0, PTJ � E JACK hQ DETECTOR (WALL MOUNTED) O DETECTOR (CEILING MOUNTED) ® / I ) HIMEB OUNTED OUTLET FOR dAjUZF N JACK �c B PORT oc v 4 4 TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL IS 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 11h EDITION (2020) 4 NEC 21QJ2 2011 • 20 AMP LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY OP 50 GPM INTERMITTENT PER ELECTRICAL PROVISIONS O° SECTION M15013 PPBQR ] h EDITIEfj1� !�(2��0) • LAUNDRY ROOT RECEPTACLE 644ALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR lth ED • ALL WOW, TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH ED (202®). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUBT BE ENERGY EFFICIENT TYPE PER FEW. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 11h r=_ ELEC. FOR HOOD/ MICRO A5V. wo ~ W U. BEDROOM I —COVERED \ PRE -WIRE 4 FOR I 3 ! CLG PAN \\ PRE -WIRE \ \ I FOR \ CLG FAN \I I / I / �o W.I. % dh )r ---- — � SD i E \ I \ I I \\ I I \ I I I \ I I \\ I -� REROOM— BAT OX JUN_1IO0N UNDE, DIU. UNfER FOR \ PRE -WIRE OR CLF \ / III I / I 17 I 1 / ---------------_T i t \\ DINING \ ROOM I —PAN. �l OPT. DINING I \ FIXTURE 1 I 9D/CO\I I I I GFI• o 44'AFF. GFI• GFI• 44'AFFL \ W \ PRE- PLUMB LIGHT 4 FOYER( L.T. SWITCH IN C ATTIC I ACCESS L �GFI CLG. �GFI CLG. / \ OUTLET GARAGE OUTLET OUTLET FOR IRRIGATION 1 TIMER I t GPI u NTRY I PRE -WIRE — — — — — — — — -- _ —'--- FOR COACH PRE -WIRE --------- PRE -WIRE LIGHT FOR COACH FOR COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' -------------- BEDROOM I 1 I I I PRE -WIRE FOR CLG PAN L I — J i / PRE -WIRE / FOR / CLG FAN 1 I E / L LED LIGHTING C DOUBLE LAV. 15ATH I LED LIGHTING C� SINGLE LAV. 5ATH 2 LED LIGHTING C�? SINGLE LAV. 5ATH 3 PROVIDE 3 2/0 CU. I M CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 •4 AL ONO IN 2" CONDUIT. — — — — — — (CONDUIT f0 TERMINATE ABOVE SOFFIT OVERHANG.( 6� t 200 AMP ELECTRICAL RISER I NOT TO SCALE. 1 GENERAL NOTES, COMBINATION 200 AI'IP SERVICE 120/240 VOLT \ A ELECTRICAL MATERIALS AND INSTALLATIONS BEDROOM 614ALL COMPLY WITH ELECTRICAL PROVISIONS OF M &UITCkBGfl ACT rn48E Y THE FBCR 1TH EDITION (2020). LOCAL CODES, AND ALL LOCAL COMPANY RE4111lMENM. ELECTRC PM1EL POWER METER IN NOU B. ALL CONDUCTORS 614ALL BE TYPE THWaNM 200AR 9R ENCLOSURE UNL.86 NOTED OTHEFW6E. PRE -WIRE TELEPNON! CABLE �B4fR CE eveON FOR CLG FAN POu.ER CQ'IPAN7 OR.RR lfitlPMlNT ENTRANCE EQUIPMENT (TI1 (j11 MTER6Y8TCM BONDING TON IINAL AT 1T TT nene�F LOW VOLTAGE CONNE.TIOW PROVIDE 200 AMP, 120/240 VOLT, I PHASE 1 :4 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE 20 COPPER (CU) IN 2" CIA SCHEDULE 80 PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 44/0 ALUMINUM (AL) IN 2" CIA SCHEDULE SO PVC CONDUIT UNLESS ELECTRICAL PROVISIONS OF FBCR ITH COITION (2020) WJIMCE 16 PROVIDED BY THE ELECTRIC MPA. COORIN DATE WTHE ELECTRIC COMPANY. b1b" S/S" DIA X 6 FT LONG COPPERT14 COMPANY PRIOR TO BID. CLAD GROUND ROD A R C N I T E C T E GrouOLC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdwigngroup.com AA 8: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388"628 FAX: 813586-2802 01111111111 A II C E 1 T E C T E 2' VrTR n 2'VTR I iR• ��\ I \ I � 1 1/2' �,. y 2'1 rR VI LAV 3' WC2'R / ILS 1"UB �2' i2 CTCHEN BINW/ I 2' IAv B tiU JTO VENT 2' 3' 3- 3- Ir f� L.T. PLUMB 4' CO 4' NOTE: ALL PVC PLUMBED TRAPS ARE TO 5E 'P' TYPE. 'S' TYPE ARE PROH151TED. PLUMBING RISER SCALE: NTS PLUMBING PLAN SCALE: 114' . 1'-0' TO MAIN LVIYVWVVU, rL 34/0V PH: 407-774-6078 FAX: 407-774-4078 www.abdeaigAgroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813866-2828 FAX: 813- 26802 911YIN117 BUDDIV. a LOT SILVERADO LOT# 12 BLK. 14 PROJECT# 03719.001-12141 MODEL• 2368-DESTIN GARAGE OWING: PLUMBING PLAN : 0715 DATZ21 awTE// OCALE: 1/4"=1'-O" OFIEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 844ALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS MALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC NTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES $HALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, $HALL HAVE UNDER -CUT DOOR$ FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING PLENUM AIR SUPPLY AIR EVAR TRAY ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (1) THERMOSTAT m PASS-THM AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SR'9PSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT Ul/ (2) EXTERIOR WALL OBXI I/4' SHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR -ITH EDITION (2020) JVMECHANICAL BLDG. CODE SECTION 301.2A HVAC DRAINS AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD IN 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG SEE SPEC. 1'-8'X8' CONC. I FIN. GRADE -' FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR EXTENSION TO SOIL WADE 0240-K JOSAM 56000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC INV. SEE SITE PLAN INV. SEE I►S TE PLAN (I)FLOOR SLAB CLEAN -OUT (TYP.) NEXT. GROUND CLEAN -OUT (TYPN) r-;7 I tOND\ I i L� =/J MECHANICAL PLAN SCALE: 1/4' • I'-0' A R c N I T E e T 0 6 Grouso 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesiVgroup.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: 81"86.2802 9�IIIINI BU93DIV. & LOT SILVERADO LOT# 12 BLK. 14 PROJECT# 03719.001-12141 MODEZ. 2368— DESTIN GARAGE OWING: LEFT PAGE: MECHANICAL PLAN e A 7 20?1 A. nR No DATE 07/15/21 SCALE: 1/4"=1'—O" SHEET m1 2X4 TOP PLATE PRE-FAB TRUSS IR' GLCx BOARD 1/2' DRYWALL -t E • E SECURE BT. - PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS *24. O.C. SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON-BRG. SCALE, 3/4'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1 0 TYP. ELEVATIONS O.N. VENTED SOFFIT f 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9/S' GYPSUM BC OR 1/2' HIGH STRENGTH CLG. BOARD V114. UL-CCYC, O NOT CUT BOND BEAM SOLID GROUT W/ l U- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS s PIPE THROUGH BOND BEAM SCALE: 3/4' -1' -0' ENERGY CODE FORMS ATION R-VALUES !RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24' O.G. H' CMU 1/2' GYP. WL. BD. - WOOD BASE — 0 -0' FIN. FL —Rh H W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASGE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 1609.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (4�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF WALE: 3/4'.1'-0• UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. MO EEAL U2• T141CK 2 COAT PORMADD CVIEW PLASTER APPLIED Dull9 LY TO . STEa K CIRAOKlfB HeD to � JAI" PER NDT OALV. STEEL ova.RCQ vERrKALrRAac er nar. De FAStQlD TO �,� TRACK eRA+DCTs LLVPRODUCT APPROVAL REO. GORIER DEAD S' av Eu STOL CMAL FM II"wPimlew 2X6 P.T. YD ATTACHED TO PILL CELL AS PER PRODUCT APPROVAL P*a ORALANT EAOMPt ROD WATHM STRIP 2-B GAS LINE THRU BLOCK ��GARAGE DOOR JAMBS I SCALE: 1 1/2' • I'-C' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. AS PER PBCR W5.1.1. • EA. END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRU89E8 THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-ENG WD. TRUSS AX. 2x FASCIA PER ELEVATIONS O. ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS THICKNESS AS PER WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/9' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' THICK, 2 COAT 1/2, GYP. WL. BD. PORTLAND CEMENT WOOD BASE ,CMU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR • ° ° — 0'-0' FIN. FLR 8' CMU n ° ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH FBCR 2020 4 NTH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE If OR ASTM D4S69 TYPE III OR TYPE IV UNDERLAYMENT. A N c N I T L C T 8 6 Design Grou LLD. 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 DRAFTING BY: LTAMPA, ESIGN GROUP FTING INC. 54MONT CENTER BLVD. UITE 1004 FLORIDA 33634 13886.2628 813868-2802 TOP. 2X6 P.T. • CENTER OF DOOR FADER SECURED WV (1) V2' X 6' J-BOLT W/ 4- MR EMBEDMENT WV 2' X a' X 1/8, WASHER N NUT OR WV (a) In' X 8' ANCHOR BOLTS WASHER N NUT 0 SECURE 2x4 TO MILK W/ 0 1/4' TAPO" 1 1/2' EMBED, 8' OC, 4' END DIET, 1 1/2' EDGE DIST. o SIDE& 2X6 CaARAGE DOOR BUCK SECURED IE WV (511/I' X 6' J-BOLT OR Al BOLTS, UV 4' MIN. EMBEDMENT, W/ 2' X 2' X V6' WASHER N NUT. (1)WITHIN 6. OF TOP, (U WITHIN 8' OF THE BTM, R (!)EVENLY SPACED. O 0 OO NOTES. ALL ANCFIORS SHALL DE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INOTRICTIONS W kERE SUCU INBTi11CTld fi AEF — A-1--T GARAGE DOOR �1BUCK ATTACHMENT NCALR, N'•I'T' 2X4, SECURE TO BLOCK WV 3/16' TAPCONS (MIN. SHANK S12E .10 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WTHM 8' OF EACH END 4 IV O.O. MAX SPACING. 2X4, SECURE TO BLOCK W/3/16' TAPCONS (MIN SHANK SIZE .145 MIN. HEAD SIZE JIM MR EMBEDMENT 1 1/4') WTHM 6' OF EACH END N 16. O.C. MAX SPACING. 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK W/!2) 3/16' TAPCONB WV(2) 3/16' TAPCONS MIN SHANK SIZE .145 (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. HEAD SIZE 3" e' cm MIN EMBEDMENT 1 1/4') MIN. EMBEDMENT 1 1/49 1/2' DRYWALL WITHIN 8' OF EACH END B' CN1U WITHIN 6' OF EACH END 6' cm 18' O.C. MAX SPACING. B' O.C. MAX SPACING. Ix4 P.T. OR 8/4'X4' MIN. 1/2' DRYWALL 1/2' DRYWALL SECURE THRU FRAME N PX4' 2X6, ® 2X6. EXTEND I-1/4' INTO P.T. NAILER SECURE TO BLOCK ❑ I'X4• SECURE TO BLOCK ❑ I'X4' BLOCK WK2 / 3/16' W) 3/16' TAPCONS P.T. NAILER W/(2) 3/I6' TAP'CONG P.T. NAILER TAPCONS DOOR CASING (MIN SHAK SIZE .148 IA6' OAD. X 4' MN. (MIN. SHANK SIZE .146 DOOR CASING (MIN. SHANK 812E .145 MIN. HEAD SIZE 300 MIN HEAD SIZE 300 MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') DOOR CASING MIN. EMBEDMENT 1 1/4'1 MIN EMBEDMENT 1-1/4' WITHIN W OF EACH END WITHIN W OF EACH END WTHM 6' OF EACH END DOOR JAMB OR WINDOW N 16. Orl MAX N IS' O.C. MAX N 16. O.C. MAX SPACING ATTACH TO 2X PER SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW MANIFAC7URE6 DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS, NOTE: 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" /;11fINDOW TO BLOCK 2X4. SECURE TO BLOCK WW 3/16' TAPCONS MIN SHANK SIZE .W9 MIN HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN W OP EACH END N B• O.O. MAX SPACINdr. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8. CMWITHIN 6' OF EACH END N IS. Or —MAX 6PACMG. V2DRYWALL 2X6, ® PX4' SECURE TO BLOCK P.T. NAILER W/(2) 3/*' TAPCONS DOOR CASING (MIN 614AW SIZE .146 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END N B' OG. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6141M AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" `�D�Ow TO BLOCK +1 1/2" NOTE, SWIM AS NEEDED TO MUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/16" �11RNDOM TO BLOCK +i 15/18" V 2X4, SECURE TO BLOCK W/ 3M' TAPCONS (MIN. 844ANK SIZE .145 MIN HEAD 612E 300 MIN EMBEDMENT 1 1/49 WITHIN B' OF EACH END N 16' OIC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 BECIIRED SECURE TO BLOCK THROUGH NON-STRUCTURAL WI(2) 3/16' TAPCo" 3M.' TAPCON MR I-I/4' (MIN SHANK 61ZE .145 EMBEDMENT INTO BLOCK MIN 30 HEAD SIZE 0 MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 6' CMII N 16, OL. M4X SPACING. y DRYWALL 2X6, ® SECURE TO BLOCK a W/0) 3K6' TAPCON6 P.T. NAILER (MIN SHANK SIZE .145 DOOR CASING MN HEAD 612E 300 MIK EMBEDMENT 1 1/49 UTHN 8. OF EACH END N 16' OIG MAX ,�41 SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURED DETAILS. NOTE: SHIM A6 NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +2 1/4" 1►INDOII TO BLOCK +2 1/4" NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" TRV W Tn AT(1(R +9" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE 145 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 1 16' O.C. MAX SPACING, 2X6, SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') UT141N 6' OP EACH END 4 IS' O.C. MAX SPACING. 2X6. Im SECURE TO BLOCK W/(2) 1/4' TAPC," (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WTHN d OF EACH END 4 10' O.C. MAX SPACING 8, CM U 1/2' DRYWALL I'X4' P.T. NAILER TUNIC' OAD. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANLPACTUREB DETAILS. NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" r11I1NDOIF TO BLOCK +3 7/18" 2X4, ® 2X4, SECURE TO BLOCK WV SECURE TO BLOCK W/ 3/16' TAPCON6 (MIN 1/4' TAPCONB (MIN SHANK SIZE J46 MIN SHANK SIZE J45 MIN HEAD SIZE 300 MEAD SIZE 300 MIR EMBEDMENT 1 1/49 MIN EMBEDMENT 1 1/4') UTHIN V OF:EAC4 WITHIN 6' OP EACH END N 10' O.C. MAX END N 16' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE N SECURED 2)(6 ® ON OUTSIDE N SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK THROUGH NON-STRUCTURAL SAW TAPCON6 3M,' TAPCON MM. I-I/4' WK2) (MIN. l/l6' TAPCON MM. I-V4• (MR MM. BNAK 61� .W5 EMBEDMENT INTO BLOCK C SIZE SHANK 812E .HtS MM. .145 I EMBEDMENT INTO BLOCK. MR HEAD 61ZE 300 HEAD SIZE 300 MR MIN EMBEDMENT 1 1/49 6, Cd•AJ EMBEDMENT 1 I/4.) 8' OF'.EAGH END WITHIN 6' OF EACH END 8, cmWITHIN N 18' O.O. MAX SPACING. 1/2' DRYWALL N 16' D.C. MAX 6PACING. 1,2' DRYWALL 2X8, ® I'X4' 2XM m VX4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER WK213/16, TAPCONS DOOR CASING WK2) I/4' TAPCONS I' 4' MIN. (MIN, SHANK SIZE U48 (MR SHANK SIZE J45 P.T. X MIN HEAD SIZE 300 MR HEAD SIZE 3" MIN. EMBEDMENT I V4') 2ND 2X SECURE TO STRUCTURAL MIN, EMBEDMENT 1 V4') DOOR CASING WITHIN 6' OF EACH END MEMBER W/(2)Od WITHIN B' WITHIN 6. OF EACH END N W O.C. MAX OF EACH END N 6' TO 8' OF. MAX N 10' O.C. MAX SPACING. 6PACMG.. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS MANUFACTURES DETAILS, NOTE,SHIN A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" �1 w Tn n7ncrc +s" ` R TO BLOCK +3 3/4" ARCHITECT $ 6 Gamsoi n 441 N. RONALD REAGAN BLV 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. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 81388E-2802 BINIIIIII" PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.26 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 22/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2039 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/Z021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FSCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 ►kCNITICT8 6 Gro�uoLn. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngmup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 FAX: S13-886.2802 DATE 0 21 8HEET D3 NOTE, INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS A R C R I T E C T t APPROVED B ILDINM WRAP REQUIRED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE/ WRE TO FRAMMKe 6- • VERTICAL LAPS (ROLL U� LAYER L 6 ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO Off TAPED LATH VERTICAL LAP TO BE I' STUCCO WRAP PORTIBER SHEATHING TAPE LLRD LAYER 7, PORTIFIBER PREFORMED CONTROL JOINT i -- — n 3 COAT CEMENT / \ / \ 81UILONG PAPER METAL LATH 6Y6' SELF-ADHERM4G MEMBRANE ��' gn FLANGE OF CONTROL JOINTS T \ FLASHING OVER 4'x4' GiOu LLQ BE WIRED TIED TO LATH • S' \ UMRB LAYER 4, PORTFIBER / \ SELP-ADHERNG MEMBRANE O.C. MAX (VERTJ. NOjM DO NOT FASTEN CONTROL JOINT TO BUILDING PAPER r Maa LAP • rsTAL LATU FLASHING OVER APPROVED HOUSE 1441 N. RONALDGWOOD, REAGAN BLVD. WALL EVEN IF STUD EXISTS / \ FLd[114ING TO EXTEND ONTO PIPE BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH LONGWOOD, FL 32750 Ili' LEG MAY BE USED TO TEMP. FASTENED .1' (VERTJ O.C. MAX �( X X X I 4'x4' SELF -ADHERING MEMBRANE PH: 407-7744U078 SECURE CONTROL JOINT AT SUPPORTS X X X P APPROVED FAX4-407 DURING INSTALLATION " LAYER -1 HOUSEU DOPER P Iw- 07-7 ww om FASTENERS TO BE SPACED STUCCO WRAP METAL LATH TO EXTEND INTO PIPE AA #: 0003325 • Y O.C. MAX VERTICALLY WOOD 6HEATHMG I ji' CONT. BEAD OF 61EALANt fs)- UPLAYER •I, STUCCO WRAP I j' THICK 9 COAT CEMENT METALttLA7H INSTALLAPPROVEDHOUSEWRAP AIR INFILTRATION BARRIER OVER IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING r ' •nN AP r WM LAYER -2RMUFIBER I UIRB LAYER R, FORTIFIMIR BUILDING PAPER W. ELASTOMCRIC COATING OVER STUCCO/ CENTS 5439 BEAUMONT CENTER BLVD. LATH SHALL BE ccNTM0006 JOINT6B JOINTS BUT BE STOPPED AN \ BUILDING PAPER C.V. FINISH (SEE TUT WALL SECTION) SUITE 1004 W�AAYETAMPA, FLORIDA 33634 PH: 813.886-2828 FAX: 813-886-2802 10 WOOD SHEATHING SECTION P ON L310arlaa Exteno ��p m .h.11 qr use swth the d cement plaster shell comply with the application requirements of ASTM C 82618h. TIED AT EACH SIDE. PROVIDE 7X4 DLOCKMG r MN LATH PER ASTM C1063 \ PLACED FLAT MAX 6' TO 8' LAP..' ovew Installation of exterior lathing and framing FROM CONTROL JOINT WHEN ALL LAP shall comply with ASTM C 1053.19a, NOTEL CONTROL JOINT FALLS ON or ASTM 1787. L FASTENERS FOR LATH TO BE NAILS OR— i / STRIlG1V1lAL STUD 2 SCALE. 11/2'•I'-0' STAPLES M COMPLIANCE W/ ASTM CW63 r 2. WIRE TIER TO BE (NO. 18)0@4T5' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN \ 4'x4' SELF-ADHEIRING MEMBRANE 6 FLASHING (COMPATIBLE W/ HOUSE VERTICAL LATH WRAP MD HOU w L) OVER & PAPER DETAIL APPRDVEouWRAP. FLASHING TO EXTEND ONTO PIPE : WOOD STUDS I' OR LESS PIPE 6'x6' SELF-ADI4ERMG HEMDRlJg --- PENETRATION FLASHING (COMPATIBLE IlU HOUSE WRAP MATERIAL) OVER 4'x4' NOTE, SHEATHING ` :: �. { -.: SELF -ADHERING MEMBRANE 1 FLASHING OVER APPROVED VOWN WIN �VIMI!•' E 11111111111mnr SIDE LAPS OF METAL BPLASTER BASES E SECURED TO BUILDING 'i HOUSE URAP. O"M" TYPE CONTROL JOINT THEY SHALL SHALL Malawi PAPER •'nrt { FLaSUNGTOEXTENDONTOPIPE .may FRAMING MAP AI��RM AP 1 - BETWEEN SUPPORTS, WITH 004lb-IN. (1.21-MM) STUCCO A' LAP • L— CUT AND OVERLAP ONE SIDE OF WRE AT INTERVALS NOT a• LAP • PAPS.: SELP-ADHERING MEMBRANE MORE THAN S' (229-MIN). FLASHING CUT AND OVERLAP ONE SIDE OF A6 PER ASTM CI063. STEP 01 STEP 02 FLASHING L SH HERINYs MEMBRANE O ta°L°eAIWO •R.A O '�� �.e .A ° IN FORREPAIRPIPE PENETRATION DETAIL (FRAME) � ® ® 4 KIC KO UT FOWIREE LAYERS. TEARS HORIZONTAL LATH 3A DETAIL MAY BE PATCHED & PAPER DETAIL Iblu WIHOUSE WRAPTAPEPERMANIF SPEC. ORPEEL 4 STICKWOOD SHEATHING t—aAUAIO. t IWLp e.pAm a PT. A OR CMU R. A a. ORARR • Pt. a '. °�A°R • �. a WRB LAYER •I, aMDIV. Se LOT: x a aaAN • PT. C STUCCO WRAP (FRAME ONLY) 4. FOLD R. °.ele Pt. S ILVERADO 111 TILL RAl/ s ® ® k`. THICK, 3 COAT CEMENT LOT# 12 t a'' PLASTER(ASTER), V2') COAT LEGEND JBLKECT 14 ['� CEMENT PLASTER (GNU) � PROJECTp METAL LATH (FRAME ONLY) 03719.001-12141 LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB MODEL. DESTIN TT � ROOF/WALL SCREED GARAGE 81IiNG: MANOR WATaRT�,T � LAYER *I, STUCCO WRAP) LEFT MAL •OQ Pwa j' 7HlM 3 COAT CEMENT 5 ? 'X5'L' TYPE TYPE CONTINUOUS WRB LAYER *2 ( FORT I F I BE R — — — — — — EWALL PLASTER OMPLANR1. le• a COAT y GALV. METAL FLASHING cwiw UMLPlER-2,(OR ? (NAIL TO ROOF DECK, NOT BUILDING PAPER) ASSEMBLY WINS LAYER Rcpata IBER WALL SHEATHING) DETAILS BUILDING PAPER fNEAIE Q4.T/ WIND LAYER Pt CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X i STUCCO pRAPflleea7 CJrLYa Lar � a WL°N3 a", INSTALL WITH ROOF CEMENT OVEIa NAILMD ILA W AMP STUCCO FRAMEon cm ROOF CEMENT WOOD OR 1/16" ZIP WALL N6 UALL PLARHN° ROOF PER ELEVATIONS SHEATHING °Re .u�i RAwra (eeE j eP` \ � SELF-ADHESIVE FLASHING — — — — — — J 2 2 \ NOTE: a METAL LATH: LATH TO BE PER SECTION 23 PELT 11147011A 1'O4t --wn,eR T1aNr pax teen ae 1>1' ACLDaRGQbMZLQW R-1m3.7.1 / ASTM C-841-14a MIN. 2.5 L55. PRINT o °"""R°'"° °A°► "°°P' PER &a, YARD (UTILITY OR NOMINAL DATE: /4"=f-i Ipla� R°Oa, °a1aA1a )', '�"'"°° a,.°.'R.P LATH DOES NOT MEET SPECIFICATIONS) SHEET eE°' A6�4- MAXY O"L" FLASHING ��T tl tl A I INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. Q$QUENGE OF FLASHING TO BE, I. BOTTOM. Z. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OFSEALANT AT TOP AND BIES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND .�- VENT -APPLY SEALANT ALL }C JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD r NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. ys' CAULKING a JOINT ALL AROUND PER SECTION R703.7 Exierlor lathing andplastering BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X Installation of exterior lathing and framing Jl shall comply with ASTM C 1063-19a, 1('�X or ASTM 1787. UM LAYER M, STUCCO WRAP I� .; HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME.) WOOD SHEATHING LAYER M, STUCCO WRAP LAYER 4, FORTIF15ER BUILDING PAPER WOOD CONSTUCTION —METAL LATH B' CMU VINYL CASING BEAD 6' RAIBED BAND V TO N MID -MALL nee® orocnn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEPORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED A STONE VENEER (FRAME TO BLOCK! LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16° ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER, UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I APPLY STUCCO SCRATCH COAT AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO ifs' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING 1 WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPROVED HOUSEWRAP BELOW THAT 9 _ BOX, FACE EDGE RAKE CUT SUCH B NO MEM ENTERS APPLY TO WOOD SHEATHING WRB LAYER M, STUCCO WRAP UM LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' OG, MAX Y.' T MMID—WALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN G MASONRY BEFORE APPLYIN V FINISH • MABONRT 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER •I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 12, FORTIP15ER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD— ' ° ' ° (SEE TYPICAL WALL SECTION) OVER 60 MIN °, ° o ° 10 GRADED' °,o o° ;. METAL LATH FELT -PROVIDE SEALANT AT ALL ee o JOINTS AND INTERSECTIONS STEP #5 STEP #1 OELECTRICAL RECEPTACLE A R C H I T E C T 6 Grouse 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.eom AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886.2802 WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER IY4' HAT CHANNEL i' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED .- TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING WRB LAYER 9, STUCCO WRAP �I\` i' THICK 3 COAT CEMENT ` �� PLASTER i 6* 6ELF-APHEREING. ' �` FLASHING WRAPPED i . i • TOP OF WEEP SCREED I ' TO SHEATHING BELOW WRB LAYER 9, STUCCO WRAP I F', ; A• ' i M 1 1 UAFB LAYER -2, FORTIFIBER I � BUILDING PAPER - I 6' SELF-ADHEREING 9, - FLASHING WRAPPED WINES LAYER STUCCO WRAP AMICO AM66-UFUIC-1W CUSTOM CASING I5EAD 1 y ° 4' 2 like •CORNER OF CANTILEVER POSITIVE DRAIN er-_occn t2GAP IN FIELD FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. (10 A SCALE, 1 1/2'•I'-V' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ,4STM C-a4l-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAJPAINTED/ VINYLEAD 5/8' TYPELL W/TEXTUREEDFINISH i' THICK 3ENTPLASTER EADVINYLAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'XD ' RYWALL W/TEXTURED 4 PANTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION RESISTIVE 9 RESISTIVE +2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON RESISTIVE 9 RESISTIVE '2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL SUB -FLOOR DECKMO PRE-ENG'D TRUSS WEATHER RE816TIVE BARRIER 9 WEATHER RESISTIVE CARRIER 4 j' THICK 3 COAT CEMENI PLASTER METAL LATH WOOD 814EATHMG- LNO GAP IN FIELD (BHOLIN FOR CLARIFICATION OF SEPARATE AOCESSORIES ONLY) COLUMN SHEATHING WEATHER RESISTIVE SAR\RIER 9 IIBATHER RESISTIVE BARRIER '7 6' PEEL 4 STI`CIK I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 19 X 3' 26 GA GALV. METAL DRIP EDGE Y♦' GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD SEALANT SEALANTA' MIN. DRY WALL SPACE FROM DRIP FACE TO TREX WEAT14ER RESISTIVE j�THICK, 3 COAT CEMENT VINYL CASING BEAD BARRIER 9 LASTER `let WEATHER RESISTIVE CORNER BEm CASING BEAD WATER PROOFI `Y BARRIER 02 LAYER (2 LAYER PEEL 4 STICK) \ X::..�''-/ reanwrnnwr'001'0`�'uwn EXTERIOR COLUMN COLUMN SHEATHING LEGEND p CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL /STICK) SET IN PULL BED OF SEALANT.)j' MIN •' PEEL SPACE FROM DRIP EDGE t0 STICK •DRIP FACE TO TREX DECK Ya' GAP FOR BACKER 1 VXI'Y1 P.T. OR SIMULATED ROD T SEALANT WOOD (TREX) FILLER CONTINUOUS VINYL CASING BEAD WATER PROOFING lot WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 I, „ BARRIER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER -2.'.:c"re.ar"i'� CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3. 26 GA GALV. METAL DRIP EDGE - SET IN !NULL BED OF 16% T/4' P.T. OR SIMULATE SEALANT, )i' MIN WOOD (TREX) FILLER SPACE PROM DRIP =NT B FACE TO TREX Ys' GAP FOR BACKE VINYL CASING DEdo ROD 4 SEALANT WATER PROOFING, lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL ( PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8. TYPE 'X' 0 WALL �D SHEATHING W/TEXTURED 4 PANTED WEATHER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE THICK 3 COAT CEMENT BARRIER -2 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN nceo w,Recn VINYL CASING BEAD NO GAP IN RIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP GEDGE INSTALLATION 11 CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 6' SAF. 11 fi'xW 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )S' MIN. SPACE FROM DRIP WATER PROOFI Net LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 1' THICK 3 COAT CEMENT PLASTER 5/8' TLr—,OAT WALL METAL LATH W/TEXTED WOOD SHEATHING FINISH J' THICEMENT 4' POSITIVE DRAIN PLASTVINBEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHINCz SELF-ADHESIVE FLASHINCs — — — — — SCALE: NTS WOOD SHEATHING 2x FRAMI MEMBER J' THICK, 3 COAT CEMENT PLASTER 21R' FAB EATHING • r oc. MAx y' WRO LAYER 9, STUCCO WRAP �x WOOD SHEATHING; METAL LATH WRB LAYER -2, FORTIFIBER Spj!N���� BUILDING.PAPER 2 1/2" CORNER 5EAD (FASTENER 4 SPACING m I' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK WRB LAYER 9, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER\ METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING , DRIP CAP WINDOW FLANGE WRB LAYI BUILDING METAL L< I' THICK, PLASTER &'SELF-, FLASHIPk DRIP C, WINDOW, ____ 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) WOOD SHEATHING 1 WRB LAYER 01, i STUCCO WRAP i 1 WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) R C N I T E C T E 6 GrouOl�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeslpgroupxom 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 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH ` i' THICK, 3 COAT CEMENT\ PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 1 WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER •I, — STUCCO WRAP VINYL ANGLED UJRB LAYER 02, R BUILDING PAPER METAL LATH — THICK 3 COAT PLASTER &'SELF-ADHERI FLASHING — DRIP CAP — WINDOW FLANGE CASING BEAD C� WINDOW 15 C C FRAME, W/BAND) METAL LATH WRB LAYER "I, STUCCO WRAP WOOD SHEATHING WRB LAYER 112, FORTIF15ER BUILDING PAPER ". WRB LAYER 01, THICK, 3 COAT CEMENT ! STUCCO WRAP PLASTER = WRB LAYER 02, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD METAL LATH VINYL CASING i 11 8THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (9� RAISED Sk:��A �Fv��AME) TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER No STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFIBER BUILDING PAPER SIDINGS WOOD SHEATHING U)RD LA I WK -1, \ \ U1R8 LAYER 01, STUCCO WRAP STUCCO WRAP CASING &' SELF -ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD 6HEATHMG — WEATHER RESISTIVE BARRIER -1 UNATMER RESISTIVE - BARRIER -2 X REVEAL T Y1 LAP 61DMd 6• W SELF -ADHERING - FLASHNG STARTER STRIP 7 I A 'Z' FLASHING /� I W X 6' SIMULATEDr uI�iDD TRIM MEMBER / _ _ \ IUI�OD�'TRIM MEMBER SEAL GAP Wr-AMI OR APPROVEKSEALANT CASING SIDING TO STUCCO ® BLOCK TO FRAME � 9 TRANSITION \ 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 4 WEATHER RE616TIVE BARRIER 4 FLASNING-ADNERMG GALV'D FETAL •Z' FLASHING L� NOTE: METAL LATH: LATH TO BE PER SECTION R"1031.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD TRICTION �, YOND WOOD 6HEATHNG BARRIER RE618TIVE� BARRIEIF M WEATHER RESISTIVE -� BARRIER 7 9L;X 1� LµAP slow­-_uW SELF-ADHERNG —� FLASHING STARTER STRIPS./ 6' 6ELF-ADHERING FLASHING WEATHER BARRIER WEATHER BARRIER / r / I a / a 1 � LWEATH BARB I 6' MN / I I I 1 /- 6�1HERING WEATHER RESISTIVE BARRIER 9 TO LAP \ 6' MIN. ABOVE TOP 1 OF W FLASHNG �-WEATFER RESISTIVE BANNER -1 '1- WEATHER RESISTIVE / BARRIER -2 6' SIMALATED TRIM MEMBER .SEAL GAP W/CAULKNG OR APPROVEO 6EA4_AAIT 'WEATHER RES16TWE BARRIER , (WAL'FLEXIBLE PVC BAOEER ROD) SIDING TO STUCCO \ EATHERRESI6TIVE BARRIER •2 ® FRAME TO FRAME 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( �./ .._.�._._.., WRB LAYER "2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) s � 2X FRAMING MEMBER SEALANT WINDOW FRAME WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ----------------------------------------------------------- Y4' GAP TYP CASING BEAD TO WINDOW J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP (V WIDE. PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP 16A Ez BEAD WINDOW CASING A E C N I T E C T i 6 GaDeson. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 so DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 A88 813$88 682082 04 A R C N I T E C T E AVAILABLE IL CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY 4', T AND IT SHOWN IN A- GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTLIZED. NNL IN PLACE USING 1-IW NAILS AT EACH CORNER. ROOFlNG CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE LROPARATIQB CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE NEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE OATH THE CONSTRUCTION ZONES, CHART SHONH. IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT O ENING IN ACCORMNCE WITH VENT fAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS NHEN CURING THE OPENING IN THE ROOF. FITTING RINTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING, BLADE THE TOP AND SIDE FLANGES OF THE VENT LP AND UNDER SHINGLES.NMVEINLANG FLANGES TO LAY ON UUO THE INGLES.GLES, THE TOP OFF SHINGLES, h ROOF HOOD VENT DETAIL SCALE, NTB OJT LIOUSEYRM TEFIFVRARILY — POLD-UP 4 SECUREIILUeEU.RAF (OR TLIG%PLAP IllpW AL LEAD AT IS' ANGLE PIMPIED 'I' CUT I T, T*� IN MOUSeYRAP LOFINNNE OWOW f R AP IN AT APPROVED HOUSIYA«AP OVER SHIIAT14M OVER WD STUD WALL SLOPE SILL R0. TO EXTERIOR STEP 1 STEP 2 INSTALL S' SELF-ADHE FLASHING C NAILNGA PL JAMBS DOEND R. I' SELOV SI DO NDT ec PM NSTALL S'-- NLLF-ADHERNG LASIIPG OVER V RTL LEAD LAGHMG(WTHI GAMS) NAILING LANCE EXTEND NeTALL VINYL CAP PIPE AND OVER FLANGE ALIGN PLASHING UV SIT. EDGE CF SILL MO. MECNANWALLr FASTEN FAMED EOGE&(CAP NAILS, STAPLES) INSTALL DUFONT PLEXWRAP AS TH PLASMMG AT THE FOLD HOLISM~ DOWN 4 TAPE DIAGONAL GUT I ACROSS HEAD Ix WHOM PLUMBING VENT DETAILS SCALE, NTS LFPLY 46. :CNTINIM 1P SEALAN AMOS ANC LPPLY TO EDOIU NA LANCE N RII ROLES OR INSTALL S• MOE ADM61VE - BACKCD FLEXIBLE R.AG IING MATERIAL OVER DRIP CAP JONT(FROTECTO-WRAP DT-2000L W SWIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 MEMSNM OVER INER AJOMIT 38' WADE VALLEY FLASHING 5W OR HEAVIER FELT UNDERLAYMENT ASPHALT ROOFING CEMENT i O FASTNERS WITHIN 5' OF CENTERLINE XTRAFASTNERSIN END OF SHINGLE NO END SHINGLE AT LEAST 12 BEYOND VALLEY CENTERLINE 1' CLIPPED OFF COR1E11T45DEGREES —SHINGLES TRIMMED 2-BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NTB APPLY ON H2u (o ECLLAL) SEALANT e 4000"cm JOINT. R.WD APPLIED PLA614HO (LANCO WHITE -SEAL IC-N OR E4LAU. SLOPE SILL TO IN 1. IT NOTE, TIE CONTACTORS REEPGNSISILTY TO VERIFY THE COMPATIBILITY OF ALL PRCIXICTB NCWDNG HOUSEILRAP. SEALANTS I SELF-AD/ERNG FL4814W, MATERIALS USED DURING CONBTRICTIO . 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SF PICATI" WMWbOL SEALANTS MAY REACT ADVERSELY P NOT COMPATIELE. CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW IF" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOW REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT I. IT 16 THE CONTACTORS RESPONSISILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS 4 SELP-ADHERING PLABHSIG MATERIALS USED DUREIG C'"TRUCTIQL 2. FLAMING AT EXTERIOR WINDOWS AND DOOR C -ENN4 6 SMALL SE INSTALLED N ACCORDANCE WITH MAMFACTURER'S INSTALLATION NSTPIUCTU" AND APPROVED METHOD U OF FEW RT08A U N ACCORCANCE WITH FEEBTRATICN MANIFACTUREFM INSTALLATION AND FLASHING, NSTRICTIOW 9COI'1PATIBLE A m SE.ALANTS MAY REACT ADVERSELY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS Design GroupOLLG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgagmup,com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 so FAX: 813-886-2802 SUBDIV. IRe LOT: SILVERADO LOT# 12 BLK. 14 PROJECT* 03719.001-12141 m DEL.' 2368- DESTIN P"VVALL ASSEMBLY DETAILS E DATE: 21 TE• 07 15 / / SCALE: 1/4"=1'—O" MICT S WA5 2x6 SUB-BANb W/I'x4" NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA UIRAP DRIP EDGE I` v8' TEXTURED FINISH A WOOD I �� 2X6 SUB BAND 1/2' TEXTURED FINISH Is CMU METAL FASCIA WRAP Ye' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� �lt © PLAN E3 1/9' TEXTURED FINISH • WOOD 1/2' TEXTURED FINISH • CMU METAL LATH { 3 \-WOOD SHEATHING OR cm WRB LAYER 7, STUCCO WRAP(FRAME ONLY) ,j WRB LAYER R, F-ORTIF15ER BUILDING PAPER (FRAME ONLY) �\ NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY N ROOF KICK OUT REMOVED FOR CLARITY 10 ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ROOFING CEMENT DRIP EDGE METAL KICK OUT � 1 �1/5' TEXTURED FINISH )WOOD, 1/2' TEXTURED FINISH m CMU 2x6 SUB -BAND W/I'x4' NOTCH tv END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL ©FLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-S' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH a END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x k x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x yL x x x x x x SUB BAND DETAIL ® WALL W/KICK-OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH IN END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4' NOTCH m END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com L AA #: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886.2628 FAX: 813-886-2802 17' 2" 15'4" 4'41" T-10" 5' 0" 1'4" 9'4" 4'-6" 4" CONC TOP OF� W SLAB SLAB "' — — — — — FM-16X18 -------L31 —{'— �j r---------- FM-16X18 ----- 1 1 1 1 1 3 1 I1 1- t.1ONIC. 1LAB a W m 1qoa I� m.I� I� I4"PVC I CHASE 9.-2" 3, ,,, I q N -3 1/2" I ) I 1------- I1� ------------ --.I FM-i6X18 3-8 I I EXTEND 1.1 TE-2 U SLAB 1 112" r 1 c. 1 9 -3 1/2' 1 ' t0.4. 2'_5" I L TE-2 l m I� x `ii 12 x O 1m ii 1.1 1 m I � I1i 1ii I I � Vi I 1 0'-0"FIN. ELEV.� 1 FIN. CONIC. SLAB 1"PVC CHASEy- m I i �� FOR ELEC. @ I 1 ISLAND I I 13'-2" ` 34'-10" I bo bo I i'I - 2'-0" tl 19'-6„ I ---- ----_TE-1 I -3 1/2"* 1 m EXTEND 1 SLAB 1 1/2" I 1 I O I I I I I I I 5 I w °? I 1 3'4" 24'4" 20'4" 1 I I 2 1 1 I 1 I EXTEND $ w 1 ,2" FM_16X18 c i� q —SLAB I i I� Eo I FIES I I 1 1 W -3 1/2' I I I X ( 5' 5" 5" I 24"x24"x12" CONIC. I FTG. W/ (3) #5 1 . 1 Li z m LL REBARS EA. WAY 1 1 �1 g °Q a ( 1 N ON CHAIRS MIN. 3" 1 1 24"x24N12" CONC. m O a ;p COVER 1 4 4 FTG. W/ (3) #5 REBARS II rnbo 1.1 FM 16X18 11 v-51/2"� EA. WAY ON CHAIRS I }—Io (— i 1 I I ------- —� -_ ---FM-16X18 MIN,3"COVER I -----_____J _ L-- 1.1 — FM-16X18---- J . E-1 m 4 m 6-0„ 8" 4 8'-0" 4„ ' 4.. 1.1 16'_0„ 1.1 '4„ ._0'. 4,4" 1'-0" 6'4" T-10'. 3'-2" 9'-8" 18'-8" 614" 13'4" 48'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +•0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, MINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'�, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 616 W1.41W1A OVER GENERAL 31/2" 6MILVAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TO SHORT LONG FM-1608 16" CONTINUOUS 18" - (2) #5's - (+)0'-0' FMC-1608 16" CONTINUOUS 18" - (2) #5's #SIN CURB VARIES F-2424 24" 24" 12, (2) #5's (2) We (+)p"-0•• TE-1 8" SEE PLAN 8" - (1) 's TE-2 8" SEE PLAN 8" - (75hus #5 IN CURB FOUNDATION PLAN SCALE: 1/4" = 1'-0" FA R C N IT E C T S 6 GrouOLn. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186.2628 FAX: 813-886-2802 IININIII o00 , 2021 30" MIN. EACH WAY MONOLITHIC FOOTING Z } ° Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — (fr CELLSEE PLAN FOR SIZE AND Q R CELL SEE PLAN FOR SIZE AND ° 0 a SPACING REQUIREMENTS SPACING REQUIREMENTS = W — �W W eta —FM $-1 K0. !n 0_ W Z 8 CMU WALL O 8" CMU WALL I r CORNER BARS, SAME SIZE AS LARGER BAR O ° >I IN FOUNDATION WITH 30" LEG EACH +- 0'-0" WAY AT ALL 6IN DIRECTIONS ° - TOP OF SLAB TOP OF SLAB I ° •I SO THAT THE STEEL REINF. CONTINUOUS STEEL U MATCH AMOUNT OF CONTINUOUS BARS • EXT. PORCH SLABMFER SEE SLAB SCHEDULEBAR SIZE 48 BAR DIA. (iSTORY) EXT. SEE SLAB SCHEDULE ° CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/1/2 ISOLATION JOINT (WHERE VAND FER (2STORY) 18" p444" PORCH SLAB4 W/1/2'ISOLATION CHAMFER (1-STORY) �` 6" CHAMFER (2-STORY) APPLICABLE) zEDULE 3a, JOINT(WHERE••EE SCHEDULE BAR SIZE APPLICABLE) Z 4 FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING M6 36" UANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42 v r,__�EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION U'__�EXTERIOR SCALE: 3/4"=1'-0" GARAGE SCALE 3/4"=T-0" CORNER BARS DETAIL 3 SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING RECESS W WALL W/ SYP J O a I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ U) O 8+ W > W NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2' W O 0. SECURED W/2-PART POgTE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH L=� N to a Lc EPDXY. MIN. EMBED EPDXY 5-1/2' EMBED. MIN. 0 16" OC GALVANIZED GALVANIZED PIPE W/FLANGE BASE Q e", UNO Q FOLLOW ALL MANF. SIMPSON SPH4 SPH6 MAX. CURB FOR p @ N 0_ SPECIFICATIONS FOR QQ USE AND = m PREPARATION OF LA BTM AND TOP PLATE ANCHORS W/ 10d x.1 1/2" COMMON NAILS FILL ALL to MASONRY N UNITS SET 1:0, AT ELEV: M ( 4" 4„ Z HOLE. HOLES, DO NOT USE 10d W x 3" x SEE SLAB SCHEDULE SECURE FLANGE TO Lu Q SLAB W/(4) 1/4" X 2 1/4" p O-t'' TAPCONS O' TOP OF SLAB a RECESS AROUND GARAGE DOOR OPENING � 0 4 ^ < 4,° SCALE: 3/4"=T-01' EQ. EQ. SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY ADDING BAR TO %INTERIOR CURB FOUNDATION WOOD WALL ---------- BOLLARD MONOLITHIC FOUNDATION LAP TOP PLATE A MIN OF AND NAIL W/16d COMMON SCALE 3/4"=1'-0" (W/ UPLIFT) 5 6 NAILS, 2-ROWS, 4"O/C BTM VERIFY HEIGHT T SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" 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. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY LAP TOP PLATE A MIN. OF 46' NAIL 16" O/C STAGGERED. AND NAIL W/ 16d COMMON ADDITIONAL METAL NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED CONNECTORS NOT LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS (p UPLIFT IS PRESENT. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/SYP No 2 STUDS SEE SLAB SCHEDULE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO+- SLAB W/10d MASONRY NAIL [SEE 0'-0" TOP OF SLAB PROVIDE DBL. TOP PLATE t5' O/C STAGGERED. Q i0 �a ADDITIONAL METAL m U CONNECTORS NOT REQUIRED WHEN NO ((L UPLIFT IS PRESENT. O 8" CMU WALL POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) _ __ • TOP OF SLAB SEE SLAB SCHEDULE EQ. EQ. SEE SCHEDULE I, 2X WALL FRAMING FOR WXD, BAR SIZE +- 0'-0"���yFEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5' ~• AND BAR QUANTITY TOP OF SLAB - -c• 2: aFFOR •• MINIMUM EMBEDMENT INTO °� __ "ISOLATED" COLUMN PAD ,. GROUTED CELL, 4" FROM ENDS AND INTERIOR CURB FOUNDATION WOOD WALL • •• w NTERED UNDER WALL AND 16" O.C. VERTICALLY MAX 8 scALE: 3r4'=r-a' UPLIFT) • f — MONOLITHICALLY WITH • _ _URED ---NDATION AND SLAB (NO SEE SCHEDULE ULE FOR WXD, BAR SIZE R SIZE AND BAR QUANTITY�AND BARQUANTITY 6' VARIEB 8' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3• 3' SCALE. 3/4"=T-0" (NO UPLIFT) ,, 11 FOOTING AND COL. PAD BLOCK WALL CONNECTION ,,, 9QALE:34"=1'-0" _ GC SCALE: 3/4"=1'4" i !Il 5-CONT. in L s SHOWER RECESS FOOTER 12 SCALE: 1 "=V-0" A R C N I T E C T 8 6 Design Grob LLG. '141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA f: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813986-2626 FAX: 813-886-2802 �INII�I A R C N IT 13'-2" 9-_4„ 6'-2" 14'-6" 1 Y-6" 7,_9„ 17'4" 6-6" 2T-4" DOWEL PLAN SCALE: 1/4"= 1'-0" GLC ro coign 1441 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 PH: 8134UW2628 FAX: 813-886.2802 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ 10" HOOK iv GROUTED BOND BEAM Z VARIES PER ELEV t44 5 5 O Ia° #5 BARS 0m I � � B„ U 10" HOOK P G a - ..tea ,� ° 0_ .:: n. 9:. �a•--a. ¢ 0 CLEAN OUT REQUIRED O� �,_0„ Q� FOR INSPECTION O ° I. •• L e O 0'-0" FIN. FLR. . O TIREBAR ° EER •a ° _ n < TO HORIZONTAL nlLTAL I Q - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ° Z O #3 181, 30' YI� NS ENSIO CMU UNIT ap l ARE NOMINAL SIZES #6 36" OFFSET METHOD CONTINUOUS BAR SIZE 48BAR DIA #3 18" I.IIC #7 42 METHOD MASONRY HORIZONTALNERTICAL HORIZONTALNERTICAL #5 3Y' LSYMBOLS 3 REINFORCING ,, REINFORCING SCALE:3/4"=1'-0" „; 42„ SCALE: 3/4"=1'-0" 8N8-' MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE ao DOWEL IN FOUNDATION. N � ❑ © 0 BLOCK AS SHOWN FOUNDATION DOUBLE FILLED CELL 4 A E C N I T E C T E 6 GaDeson 141 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DINC. BY: A.B. GROUP DRINC.5439 BEAENTER BLVD.04TAMPA 33634-2828FAX-2802 Iiiiiiiiiii tii9 A 07 15 21 DATE• SCALE: 1/4"=1'-0" S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK 0 (2)2X12 GENERALNOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7lh 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 7-16). 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 (GRADE40). 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 04.5 WIRE PER ASTM A1064/A1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O0OPSI. 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 FM = 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. 8Fl6-lT/0M/0B 8F16-lT/OM/OB 8F16-lT/0M11B SF16-1T/08F161Tl0M /O 1 PRE -STRESSED 2 .1 2 IIII AH7T -1 ai I I I I I I I I I I I I � 8F16-iT/OM/lB L - r ___ UNO. PROVIDE BB1 mm WHERE ROOF E TRUSSES BEAR, TOP OF WALL (d 9'-4" UNO 16 LL I I • 0° I I I I O I I o I I o I I F I I I I LL I I I I I I O I I I I I I I - - _ - - _ - - - - J m O g 0 ' H 16 LL m I I g. L - 0 H LL m El AH78 Fi4-iT/0 OB AH7AB ECESSE 8F36-1 T/1 M/1 B 8F36-1 T/OM/1 B 18F16-"1B JDGE?,, CGE FTI PRE -STRESSED U LIFT BEAM PLAN SCALE: 1/4" = V-0" 'A RCN IT ECT8-1 GrZDesign L1G. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 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 �xnmi #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK NOTES TO THE INSPECTOR/CONTRACTOR TYP 96" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL I PLACE STEEL PLAE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING IT�c NO REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND �Gl AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. T06' jD 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM QJE / / REEIURSE INFFORCCINGOFORBEAM IS THE BOTTMITTED TOM 13ONDND A BEAM STEL TOIS PLACED, THE STEEL BE CONTINUOUS THROUGH THE 1 / A TOP OF THE LINTEL �� 6. UNO COMPOSITE MASONRY BEAM IS TO 8E NOT LESS THAN 16' DEEP. n 8 PAS. QED 8x16 DBL. BOND TOP OF -\�•�' QfLF' BEAM W/(1)#S BAR BOND BEAM /\O 8 EACH COURSE • BOND AM TOP OF 30" TYPICAL #5 BAR IN BOND BEAM • CQ��\�G W/e(1 05 BAR BOND BEAM F = FILLED W/ GROUT TOP .(\AC U =UNFILLED GROUT SOLID FR7B.ND \� NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE 5 16-1 T/ 1 8x8 PRE -CAST CONCRETE CORNER pg9�F�F� NOMINAL—� LINTELW/(1)#SBAR (L2) MASONRY Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR WIDTH OF 0 OPENING-2" IT IS THIS ENGINEERS INTENT BOND BEAM COURSE 2 BEAM DESIGNATION THATXFXX-MIM SINDICATESADOUBLEBONDBEAM #OF#5'S,BOTTOM 88PRE-CAST CONCRETE REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' AND XFXX- iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1 M,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - IT/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN 28 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST -'a 1/4' OR DRIVE PIN (MIN SHANK WINDOW c. N SIZE.145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4") 8" = SLOPE FROM EACH END AND 18' rp, m O.C. MAX. MIN 1-1/4" 26 EMBEDMENT 0 2x8 (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE.300 MIN EMBEDMENT 1 SOLID BLOCKING BAR TO BE PLACED IN /ZX4 1/4") W FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN 19'0. MAX. MIN. 2-12d PER BLK. EA. END EMBEDMENT IN 1-1/4" VIMUWALL TOP BOND BEAM W/ STANDARD AC I HOOK TYPICAL MASONRY WINDOW 7/16' OSB SHEATHING CORNER BARS AT CORNER STEP AT 3 SILL CONSTRUCTION SCALE 112'=1'-0 FRAMING DETAIL `� SCALE: 3/4"=T-0' SCALE: 3/4"=1'-0" V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL SINGLE #5 CORNER N BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II � I�8x8 II CMU PIER / W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL. PROVIDE #5 BAR AT EACH SIDE TEEL SREINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" "ARCN IT ECTR\ GroulLc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: L .B. DESIGN GROUP DRAFTING INC. BEAUMONT CENTER BLVD.SUITE 1004 AMPA, FLORIDA 33634 PH: 813386-2628 FAX: 813. 26802 DAA' f F'PR07/15/21 DATE• SCALE: 1/4"=1'-0" 9HICET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 1A 3.0 m I � I�lil�l, ` im, i /� 7) OAF AH TRAY rAHT 11 t1 . --------------------- 1 �1 . III 1 07 u ■' 1� 1 1' FRAME-', -CONV -- - --- - -- - - Sl o !� ■� ROOF BY BLDR - --- In - n7 Fn7 In ' �Ieiini� WEMENNIPRP._ -i woltAY%:4Y� I V H V h KNEEWALL@ 12'-8" FRAMING PLAN SCALE: 1/4" = 1'-0" `�� F-A R C N I T E C T 3 GroulLL C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 7abdesigtlgroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813A86-2628 FAX: 813-888-2802 �INII�II �BIIIIIIN� A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 k" NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 k' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (1 6) 1 Od x 3 �' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x 4% 6 % 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L.770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ I� ly Iv GIRDER CONNECTORS) SCALE 314"=l-01' SERIES BACKER BLOCK THICKNESS 4500 3/4" WOOD PANELS 6000 (2)12" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 518" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE (-JOIST TO TOP PLATE w/ (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. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN (-JOIST CONNECTION @ L.B.W. `+ ! I_E:3/a'=r-a' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4'D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5'D SGL. STUD HOLE EDGE -5/9' HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING �01 AND BORING LIMITS O SCALE: 1 12"=1'-0" ENGINEERED WOOD TRL 024"O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1Do X 1 }'NAILS TO GIRDER. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFAWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", B" x 4'-0" MAY BE ADDED W/ 1Ed NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �--A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS �' x 2 }'TO GIRDER 841) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SIDS }" x ix2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2) }'x 5"TITEN HD TO CMU AND (18) BIDS J" x 3" GALV. COMMON NAILS. 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 1T O/C SEE SCHEDULE SOLID, e" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) r2n �Q ,� TYPICAL ROOF GIRDER CONNECTOR(S) SCALE:3/'=1a' SERFS BACKER ROCK TIOCKN BS 4500 3/4" WOOD PANELS B000 (2) 12" WOOD PANELS 80 (2) 1/2" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. ® EACH END TOTAL OF 10 1-111WOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-1/7' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB e4 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=l'-a' NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV, COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3W` SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3l4"=1'-a' # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4'. x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 7APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE 3/4"=T-0" 6'-0" MAX (W/lX4) FOR W-O" MAX (W/2X4)* (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) U-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1)"X" BRACE 0 CENTER TO BLK W/ 1/7' DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32" OC DIAGONAL MAX. . CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 CING, SEE P.T. PLATE W/ 12d's 8" N FOR LOCATION STIFFBACK (AS PER O.C. MAX NOT BE UIRED TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED @ CHORD OF 10'-0" O.C. MAX. )D ROOF TRUSSES Ka tx4 BTM. CHORD BRACING 6'-0" O/C -/ �-- END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD NTERsecnoNTYP. (::�BTM. CHORD BRACING 6 SCALE: 3/4"=1' 0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O 51/7' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. = Z 2. END OF FRONT AND REAR LEDGER SHOULD °o LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2 P_ PT DIA x 3" MASONRY SCREWS MAYBE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDGESPACING CENTRALSPACING A DOUBLE 218 12" B" O/C 16" O/C B DOUBLE 2xB 3/4" 8" O/C 24" O/C C DOUBLE 2x10 12" 8" O/C 16" O/C D DOUBLE 2x10 3/4" W O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" 6" O/C 17' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE' 3/4"=l'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE. 3/4"=l'-a' A R C N 1 T E C T 8 6 Grou0n. 441 N. RONALD REAGAN BO LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdeslgngroupxom AA #: 0003325 Ill DRAFTING BY; A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 SILVERADO LOT# 12 BLK. 14 PROJECT# 03719.001-12141 MODEL.• 2368—DESTIN GARAGE OWING: LEFT PAGE: DETAILS Dw 07/15/21 O*== S3.1A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116""x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 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 \YA SIMPSON SPH4/SPH6 BTM. PLATE STRAPSWI tOtl x 1 FLOOR TRUSS OR 1/2"TNAILS GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION Z Ox U PER ELEVATION 1X2 FIRE -STOP NI 'Y #B WOOD SCREWS Iµ'j x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS 4„ NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE �DBI­2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL O NOT USED 2. STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10tl @ 3" O.C. #8 WOOD SCREWS NOTE: (� TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4) i6tl STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF NAILS EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5) 12d 1'-0"MIN. FROM 2ND. FUR. FLOOR DECK I(j NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/7' EXP. BOLT NI 8d RING SHANK NAILS 0 4" O.C. MAX 0 ST. OF FLOOR TRUSS 8! CMU WALL AT 16" O.C. AND W FROM INTO BLOCKING 2X6 IS FOR WALL SH(STEATHING SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-12" EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC /4„ PER ELEVATION PER ELEVATION LL ;_k1l IV -_° NAILING PATTERN o U �IPER ELEVATION mEZ- PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY @,2DC FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 WITRUSSPLAN) AT TRUSSES PARALLEL (VERIFY W/T USS SECTION DETAIL (—,--),TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SCALE:3/4"=1'-0' C PRE-ENG3FLOOR TRUSSES NOT USED O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'4" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PERE FVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32'OC MAX. B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM, PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE 70 SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE 10d 3' 129c9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. @ 16" 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °` e� TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0" < A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • 8 B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4-N&SDS,(1)5/8"°A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2'SDS TO POST TRUSS CONNECTION @ L.B.W. �_ „M POST TO SLAB CONNECTION `ya `emu SCALE', 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SI MPSON ABU46Z POST BASE <U:2,300 G:10,335 WI 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/7' NAILS TO POST, A N C N IT E C T 8 6 GroulL�. W 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:8.3886-262S kk FAX: 813886-2802 9tllRllll" avHaty ac LOT: SILVERADO LOT# 12 BLK. 14 PROJECT* 03719.001-12141 MODEL 2368—DESTIN GARAGE SWING: LEFT PAGE: DETAILS DARW 07/15/21 SCALE: 177=-1,7, BEMET S3.1B PRE-ENG TRUSS (STRAP PER FRAMING NOTES) (2) 2XI2 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 • EA SIDE PRE-ENG TRUSS(STRAP PER FRAMING NOTES) MTL. DRIP EDGE -,\ (2) 2XI2 HDR DBL STUD WV(2) SP4 (TOP 4 BOT.) D5L STUDS AT CORNERS AND AT 2XI2 HEADER, SINGLE STUDS ALONG SIDE OF ENTRY 1/16 0.6.5. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE 2X KNEEWALL TO BIW.. HT. SECURE TO CMU W/ 1/2'X9' ANCHOR BOLTS W/ 2' WASHERS SET IN HIGH STRENGTH EPDXY • 24' O.C. (T' MIN. EMBEDMENT)-TYP. i— 2x SUB -BAND VINYL/ ALUMINUM SOFFIT DOUBLE TOP PLATE D51- STUD W/(2) SP4 (TOP 4 BOTTOM) 5' STUCCO BAND SENTRY SECTION -ELEVATION B SCALE= 1/2'• I'-C' 1 R C N IT E C T S Gro SOL . 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407.7744078 www.abdesigngroup.com AA S: 0003325 pr DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813-888-2802 91111YIY� `• a r M I T C ft T FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS (0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM Bd RING SHANK, 2 3/9' 0.113 170,000 (16-20 RINGS F1667 SCREW SHANK PER INCH) RSRS-01 Bd RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/Z' CDX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1. 8d NAILS C 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 20, 2T, 2f: Sd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: Bd NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES m I. . . . . . . . TYP. EXT. SHEATHING ATTACHMENT m rn 0 UW �a Y U Q; p0 RAFTER OR TRUSS ROOF SHEATHING Z = 9 0 m U BUILDING LENGTH T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"0 . 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 SCHEDULE 811 RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ` C#8 2" DECK SCREWS 9 6"-8" O.C. MAX EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I YY. 3/4I &U JUO-FLUUK UtUKING ULUtU I U ALL ,A.YUbtU MtMBtXb GABLE ENDA HIP ROOF ROOF WIND DESIGN PRESSURES NET IORoss) ASCE T-10 ZONEf=3T.5 - 1ONE2e=33.1 - ZONE 'A"• 4'p EtA_ DISTANDE SPEEDt5l MPH EXPOSURE CATEGORY'. "B" RISK CATAGORY'. II APFUCABLE INTERNAL PRESSURE CEFROENT'.­.10 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE SPACING REMARKS PT FURRING TO _o ARYICONC. CASE HARDENED COL A OC GARAGE DOOR BUCK TO MASONRY/CNC. 1Ix" DIA NO WASHER TAPOON MA9 1 FASTENER B O� 1 11Y EMBED., A" END qST., f 1.'ECGEDIST. E%T. DOORS ND04V1DOOR/FASTENED GARAOEDOORSU[]( � 13`tlC(31C'gAI A'EMBED., P'EM iSEENOTE T t DM. ASTER EXPANSION BOLT O,C 1-DA) 3' EDGE qST. WINOOWBUCK CASEHARDENED CIL WNOOAADOORI FASTENED METAL CONTACT THIS ENGINEER FOR SPACING Ix PT, SEE NOTE NAILl1R"LONG. STAGGERED INTO MASON-10ONC. MASONRY I CONC. REQUIREMENTS EXT. SWING DOOR . SEE NOTES (2)).1.— TMCN" ASTNER t9'OC IfIYEMSED 8' No gST.t 14' EDGE ET EXPAN'.- VEMSED. A"EW ASHER NOx: gST.,3'EDGE DST. WINOOINE CK 0.130°PAF.21R' TOC VEND. DIST,1 PT T STEEL COL., SEE WI WASHER STAGGERED -E DSi. NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND Dt MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 30r, STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECI FICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4' . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONi1N0005 POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWING FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES HT S LLO END EP NCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIM 7th EDITION. SEE NAILING SCHEDULE ON PLANS. UM NAILING PER FBCR 2020 TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING .DEPEND ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WARE MESH, SHALL BE ASTM A1064/A/064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2'CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THENFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD non oncurrent REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - WOOD TRUSSES. 10 psf BTM CHORD -non-concurrent 2" #5 BAR - #7 BAR - 4 TRUSS MANUFACTURER HALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38" x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDD A AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL' INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 PST TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) IT PST w/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 5 sF BTM CHORD P P THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D T DEAD LOAD O RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DETAILS AT CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DE LS BALCONY LIVE LOAD 60 Psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pat WIND'. MPOSUSECONDB,RI 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 ASCEEAD (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) 7-16 (FBC 2020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, 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 STRUCTURAL 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 ENGINEER 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 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MOOIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0ON-0GRAD 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMITPROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALLNOT EXCEED 5"4 PRIORTO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING MIXING, TRANSPORTING. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)', B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-112' FOR 06 AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.abdesigagroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2628 FAX: 813.888-2802 uiu��l �INIIIII� SVHDIV. do LOT: SILVERADO LOTS 12 03719.001-12141 r—A700—VLIOIIII GARAGE SIZING: DETAILS 20 r&c"v'r DATE' 07/15/21 SCALE: 1/4" =1'— O" SHEET SN1 M © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7D STAPLESINSTALLED THRU SOFFIT AT NAIL ` HEM AND IN VALLEYS ® FASCIA J-CHA ,E i" MAX. DETAIL A FASCIA O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX. n1=TAil In J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLESINSTALLED @--r 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ STAPLESINSTALLED 07 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. SOFFIT 10 r\\j -CHANNEL 3D O STAPLES INSTALLE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q J-CHANNEL j" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'--� IF—SPAN'L-L- . 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 W/J-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 ('TRUSSMOI / BY OTHER 2-1/4" EMB. WOOD BATTEN EL09 v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" O MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTEA ) CONCRETE/CMU OR WOOD (NOTE 1) 08 J-CHANNEL i„ DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT EMB.j FASTENER SPACED 24" Og MAX O.C. ,,,—STAPLES INSTALLED @ 12" O.C. MAX (INTO 07 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. OR •s a>T> aF {'• >{ ��� 3.519 > >{>>•'?Fi 375 1 i .4 3.625 3.625 . 3.3 TF OS 03 5 12�A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 Grou�Ln 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 —, bdeslgngroup.com ` AA #: 0003325 A IF 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 �111IN11II aVBDIV. & LOT: SILVERADO LOT# 12 BLK. 14 PROJEOT 03719.001-12141 MODEL.• 2368-DESTIN GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 150 MPH DATE 07/15/21 SCALE: 1/4"=1'-O" aHEET SD1 • 0