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HomeMy WebLinkAbout7104 Steer Blade Dr6-1 4. 1 Cm 6-. JJ Jl ALL WORK SHALL COMPLY WITH o E T I N CODESFLORIDA BUILDING CODE REvAIIaiNCs NATIONAL ELECTRIC CODE, AND THE CITY OF 7EPHYRHILLS REVIEW DATE MAC 1. ORDINANCES FOR: CITY OF ZEPHYR 0 PLAN EXAMINER n R, HOR11ON 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-0720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 i TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -R aM BLMMM Cog, , ZN= ` ,' -All. LOM AHD WAIR =0 •OCCUPANCY - RESIDENTIAL, GROUP R3 -AN CONSTRUCTION TYPE - CI -YIN. INTERIOR FINISH - CLASS B "BASIC WDID SPEED - vu11=150 �x Vasd=118 MPH -EXPOSURE - B •1—STORY RESIDENCE — .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY MUM. LUMINOUS A/C ADJUSTABLE M.C. LUMINOUS AD ADJU TABLE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED cAB. CABINET MTD. METAL CLG. CLEAR N.C. NOT TO SCALE CLR CLEAR O.C. ON CENTER coNC. CONCRETE PL PROPERTY LINE OPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DR. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR D A. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL PAD. RADIUS OF, DEEP RA.G. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM D.W DETAIL R.O. SOLID OPENINGEXT D.W. DISHWASHER S.C. SOLID DETECTT DR EA. EACH SD. SMOKE DETECTOR HAG E" EQUAL SET. SHEET EXH. EXHAUST SHWR SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G./FX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FLOOR STD. STANDARD ss FLR FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEARWALL FR. DR FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPEREDGLASS GA* GAUGE THK. THICK GAR DIEP. GARBAGE DISPOSAL T.O.C. T POFCURB G.F.I. GROUND-FAULT INRT°ERRUUe ERTcueculr Taos. To OFSLAABBE GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE D HHEADER 0O� W. WASVP HER °OP HOT.EIG TATION wo. WITH T.ORI T HEIGHT INT. INTERIOR WDW. WINDOW W.I. WROUGHT IRON WATER HEATER DATE DESCRIPTION /24/18 ADDED 150—C ZKOUT'SING ARCHITECTURAL SHEET DESCRIPTION 07/28/I9 ADDED STONE CAP NOTE TO ELEVATIONS E PG G CS GG 3 NCO"1'!:S G _ R A2D—ELEVATION "D' FRONT 8 REAR 5 12 PITCH) PG A3D-ELEVATION 'D" RIGHT k LEFT 12 PITCH PLAN ) G $I- G P4UV 1- C CAL PLAN 1_ CT AP V C -A Y WAS—� G VA4-W Wl�—W Y DSl' W -W Y D 10/14/1B tmDAT$D L® LIGHTS PER D.R.HORroN 2/04/1 ADDED SEPARATE ELECCRICAL DETAILS PER D.R.HORTON ADDED 90�80N coNNscroRB I.LO. usP 06/04/20 UPDATED MABPSR BATH, BEDROOM /4 h BATH /3 07/14/$0 CHANGED ROOM NAl1E8 PER D.R. HORTON 12/01 MADE REDLINE CHANGES FROM ENO. FOR 2020 CODE CHANGE 12/Ol/ WArmo ON ENGQiEER APPROVAL FOR DETAD. UPDATES 01/19/21 REPATHED ALL MOM FOR 2020 FBC CODE CHANGE ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ��/'t S .F •T�1� . CALC. S LIVING 23�2 $Q. FT. GARAGE (ELEV. D) S38 8Q FT. ENTRY BD ea FT. COVERED LANAI 201 Soa FT. TOTAL 3*1 SG. FT. STRUCTURAL SHEET # DESCRIPTION PG 3T-FOUNDATION PLAN PG 31.2-DO�Q3PLAN PG PG 31.2TTL-TD���OT^^�A S gG2A D FEM.A!_I PLAN rrG 32.1A-D Aug PG S3-F G PLAN PG 33.IA-DS AD PG 33.iB-D ADS PG S3.1C-ENTRY DETAIL PG 3NI-DETAIL DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LGBILIT7 FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A3 DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THLS 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 IM,s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE INSTRUCTION BASED ON THE DRAWING SET. A R C N I T R C T 8 6 Gr esioi n 441 N. RONALD REAGAN BLY LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeWgngroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1D04 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8138862802 00 Dw 02/03/21 8CAXJ& 1/4"=1'-O" 8I1�Ira" CS A GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2 WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANWOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WWND 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 1318INCHES 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 %,-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 3�INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 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 FINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRLcnON. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR 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 NTH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. I. 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 FBSSIBW 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 11T GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A R C I I T I C T S 6 Gr rsoi n t41 N. RONALD REAGAN BLV LONGWOOD, FL 327W PH: 407-7746078 FAX: 407-774-4078 www.abdoWipgroup.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813888.2828 FAX: SLS886-M12 OIIIIIINII ��BIIIIIII113 e•- 48'_0' Il' •2' 15' -4' 15'-6' N1D 4'-4' 1'-10' 5'-0'-4' 9'-8' 4'-b' r=� L_� __j 25_gH 'XI2'PA. 25-SW 25-SH __ __ ___________- 0 9 BEDROOMr eAI I BEDROOM_ 9,•4 � 'Y• 2,_m,l V-4' CLG. `0 I2 _0, MY CL& 3'-1' 3'-8) l'-101/2' 9080 SAD. _ a --- - IR-18H Tr _______ I 9 -----J I I C T x ' 3'-b' 4'- ' 1' Ib'•5' I '-9' n 9-�M I I 9 I I I 24'-V �1/ 5'•8' 3'-6' --TII I I Iv I GREAT ROOM I 0, U a �; ;1 I I m TBRAY CLG 3 '+ ti .4 o TO IB'-8' I - •��• 10 v • II I I C • i i i i i EI I� II A I B'�' j----- IN-1-----� 814 -1-- I 0 I I l �� 8'-b' 7 '-4' 3'-C' 14'-6' 6'•4, 2'-4' j I DINING 7 v I r -6 j BEDROOM I PAN. Z I ;a 8' I 0 9'-4' CLG. dt I D. 58H i 4 0' b 2' 3 -2' �D TMMT v WH 2 _0. 2XIO 54'X22' f-----1 WG o PRE- PLUMB ATTIC ACCESS I L-----J BNDR •gip TIIC L.T.OF S 0 11 C T 9� TUD 2' l'-8' 5'-0' 14'-b' y b 9'-4' CLG. FOYER H2-i8H 9'_4, �- _ - 3 E o = W-4' CLG t. - DR 4'-0' 28'•4' S WK2A2' ViL. S' 13'-4" ar4BEDROOM ENTRY 9'•4' CLG. l2'-V G.G. 8'-0' X 1'-0' OJ4. 164 X 1'-0' OJ4. T ps '-4' 8'-0' '-8' 16'-0' I'-4' 6'-4' 6'14CFICE88 3'-2" 28'-4' 13'-4' 48'-0' FLOOR PLAN SCALE. 1/4' " 1'-0' "-NICHE :4 TEMP. GLA86 TO FLR W 24' i0 TEI"r. GLS. DR t FLOOR PLAN NOTES • ALL DRBMIONB Ali FROM PACE OF 1 V BLOCK WALL OR EDGE OF FLOOR SLAD) TO PACE OF WALL STUD UND. - ALL INTFAOR WALL6 ARE 3)P UNO. • DRYER VENTED TWROUSH ROOF (VTR). NOT SCREENED. • AIR COMPRESSOR SET ON 44'A"' POURED CONC. PAD. PAD BEGMb 6' PROM EDGE OF 6Tf4=A _ - SEE SHEET GN FOR GENERAL AND 6TANDARD BUILDING NOTES. - ALL NABITABLE ROD M6 TO NAVE AMC FAULT CIRCWT INTERIti1PTER - ALL LULL FEIGFIT BLOCK WALL8 BETLLEEN FILLED CELL6 W HOUT O°ENING6 ARE GHEAR WALL& SQ.FT. CALC. S LIVING 2312 SQ. FT. GARAGE (ELEV. D) 536 SQ. FT. ENTRY 50 SQ. FT. COVERED LANAI 201 80, FT. TOTAL 3*1 SQ. FT. NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY q DOOR W/ RETURN PLEN LIM AND RETURN AIR GRILLE. WALL Bl�i HEIGHTS VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENNGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (3b 9'-4 Blues MM) IN THICKNESS, SOLID ORHCMYC0MO-CORE STEEL DOORS NOT LEGO THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET 15LOCKNO ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-I/4' LOW WALL 2'X6' STUDS • N✓ O.G. W/ 1/2' DRYWALL SHIM AND SECURE COUNTER TOP E5 MATERIAL TO CABINETS. INSTALLER SHALL NSTALL FLAT JBAR REINFORCING KITCHEN �4 BRACKETS AS BABE S NECESSARY. CADNET m� 2 R DETAIL (AA_ : FITS B ��E77'091EaF�N3001DG1118 OFBMm 801111E 201E 1BOAlH DM6 R3MNf8 A1Dm F=M� MIN. WNDOW 3 5 243/-32.b CRITERIA EXTERIOR SWING 213 5 23.1/-30J DR MIN. CRITERIA SAD. MIN. 12 5 21.2/-263 CRITERIA 16010 O.H.D. 112 5 205/-24.% 8010 O.W.D. 56 5 21J6/-21.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT f 0.18 BLDG. CAT. -I[, EXP.=B, MEAN ROOF HT. = 14'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALIAWTABLE OR NOMINAL RIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. - CONMDA75OLM A7Group= 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigigroup.com AA 8: 0003328 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 81388E-2628 FAX: 8134MG-2602 AREA OF ATTIC 3164 SQ. FT. N ET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3164 /300 = 10.55 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1518.72 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5X 1518.72 = 759.36 SQ. IN. OFF RIDGE VENTILA?ION AREA = 115 SQ. IN. PER VENT 759.36 /115 OTAL# O F V ENTS REQUIRED 6.60313 OTAL# O F V ENTS PROVIDED = 7. SQ.IN PER S OFFIT V ENTILATION AREA = 11.736 LIN EA L FOOT _ 759.36 /11.736 TOTALLINEALFTOF SOFFITVENTING REQUIRED 64.7035 LINEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF W ALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED -------- FOAFT— / CAP t432- STONEVENEER I I I I i I I I I I I I I I I I I 0'-0' FIN. I I I DETAIL (\ F SCALE: I'• P-C' / — - - - - - - - - - - - - — - — - — - — - — - — - — - — - — - 9 — - Ip, FKaT. S SHINGLE �. ROOF FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHMG AS PER POOR R103A STONE VENEER TO BE INSTALLED I°ER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION ------ IY HOT. -------------------- II / WINW RAISED STUCOO \ ' WINDOW � RAISED STUCCO I 5. BAND I I i I I I 'I DETAIL R DETAIL ' \ A SCALE: I'. I'-0' L SCALE: I'• V-0' / \"---------------------/ — — — — — — — — — — — — — — — — — — — — — — — — — / RAISED \ 1, g'-4•..BRG ' STUCCO ' Y NGT. BAND SIDE ENTRY SIDE V-0. I LITE DOOR LITE I 4' _ 1 — SVENEER O' O'RFIN. \ v SCALE: 1'. V-0' / ---------------------------� / in4 5RAISED\ �i' STUCCO I BAND G I � I GARAE t I DOOR I I DETAIL l E SCALE. I'• I'-0• I N 0 N IT 19 T 6 Grou jLn. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigmgroup.com AA #: 0003325 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER SL SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134186-2628 FAX: 813,886-2802 12_'-&' 5I1 3a. _ W.T. Y 9 4 Dt''� - HGT. 0'-0' FIN. FLR OPF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT SHINGLE ROOF �-- i0 — - — - — - — - TEXTURED FINISH g cJ - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - - — I RIGHT ELEVATION (TEXTURED FINIOWT SHNGLE OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ROOF POAM F- CAP TEXTURED FINISH . 0 TEXTURED STONE cD FINISH VENEER LEFT ELEVATION HGT. A R C N I T L C T i 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoWpgroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-086.2628 FAX: 813.886.2802 ELECTRICAL LEGEND SYM. DESCRIPTION Q STANDARD SWITCH -' -WAY OUTC 4 4 -WAY 8WITCH N9•ER SWITCH HR BUTTON ISCONNECT i RMIOSTAT IHKeLE RECEPTACLE (121v/JO-AMP M6LE POLE) DUPLEX RECEPTACLE IOV DUPLEX RECEPTACLE (EQUIPPED TH GROUND FAULT RUPTER/TAMPE R RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROCFIGFI CEP•TAGLE (GROUND FAULT TERUPTER) DPX RECEPTACLE LEX RECEPTACLE (FLOOR CEPTACLE (4 WIRE TOIE) TED RECEPTACLE OUNTED LK4HT JEILING MOUNTED LIGHT T LIGHT LIGHT ONCE PRE -WIRE N WITH LOW (I CFM PER SQ. FT.) LIGHT FIXTURE LOW FIXTURE LIGHT FIXTURE ACK LKAUTING LOOT WITH PULL CHAIN CABINET LIGHT UORESCENT LOW (RECESSED) UORESCENT LIGHT (SURFACE )Lo_elLUORESCENT LKaHT (RECESSED) E14'.L S LIGHT S LIGHT (VAPOR PROOF) G MOUNTED LIGHT WITH J-BOX PT. PAN ICAL PANEL (FIELD VERIFY ION) (WALL MOUNTED) -BOX (CEILING MOUNTED) .LNG MOUNTED PAN T PAN (I CPM PER SQ. FTJ Nf JACK fQ DETECTOR (WALL MOUNTED) Q DETECTOR (CEILING MOUNTED) ICN MONOXIDE Dff%'6TM_ .MS ® L N JACK i PORT 1 PHONE OUTLETS 4 PAN& • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETNG. • ALL B 4 20 AMP BRANCH CIRCUITS TO ISE ARC FAULT PROTECTED PER ELECTRICAL PROV1610148 OF PBCR 1!h EDITION (2020) 4 NEC 21012 2011 • 20 AMP LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCWT) • D16WUAGWR DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO NAVE MIN. CAPACITY OF SO CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50'13 PBCR lth EDITION (2020) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBTd4 tU7 ED • ALL WORD TO COMPLY WITH ELECTRICAL PROVISIO10 OF THE FOCR NTH ED C2020) . N 1 I dl-Oa NLLA1 1 Rf 6tl tt•Tfn BY BUILDER AMID 157E OF LIGHITSVG N118T BE ENERGY BFICIENT TYPE PER PEG ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020(RESIDENTIAL ENERGY EFFICIENCY) 1�EDITION R404J ELEC. FOR HOOD/ MICRO A5V. PRE -WIRE PRE -WIRE -------- FOR COACH FOR COACH LIGHT LIGHT PRE -WIRE FOR COACH L*WT ELECTRICAL PLAN SCALE. 1/4'-I'-0' LED LIGHTING ® DOUBLE LAV. BATH I I I I I LED LIGHTING ® SINGLE LAV. BATH 2 LED LIGHTING % " SINGLE LAV. BATH 3 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 1 2368 IMODEL 2368 SQ, FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 1 LAUNDRY CIRCUIT AT 1 RANGE AT NAME PLATE RATING ORCOOKTOP/OVEN 1 WATER HEATER 1 DISHWASHER 11, 1 CLOTHES DRYER 1 DISPOSAL 1 MICROWAVE 1 REF. SUBTOTAL OF GENERAL LOAD 37504 FIRST 10 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OF GENERAL LOAD AT40% 127504 IVA.X 0.4 11001. TOTAL NET GENERAL LOAD 21002 4TON HEAT PUMP #128 AMP X 240 VA 672 10 KW ELECTRIC HEAT AT 65% 6 NET GENERAL LOAD 21002 NETTOTAL HEAT 13220 TOTAL LOAD 34,222 FUTURE GROWTH 10% 3422.1 CALCULATED LOAD FOR SERVICE 37,644 VA/ 240 V= 156 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210.12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NETLOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,499/240= 78A #2 AL MINIMUM NEUTRAL CONDUCTOR. 200 AMP ELECTRICAL RISER NOT TO SHALL. GENERAL NOTES. A ELECTRICAL M ATEMAL6 AND MULLATIONS SFW-L CQ'IPLY WITH ELECTRICAL PROOO" OF THE POM 1TH EDITION (2C2O2 LOCAL CODES, AND ALL LOCAL POWER POI"PANY RE[GUIIIEFEI(TS B. ALL CONDUCTORS SHALL BE TYPE T144UTHDN Lt4J S NOTED OTNEI•ESE. POUER CA'IPANY TRANSPORTER PROVIDE 3 2A9 CU. 1 % ON GND 2" CONDUIT OR PROVIDE 3 4A/ AL, 1 V AL OND N 2" OONDUIT. (CONDUIT TO TEIRMNATE MOVE SOFFIT • OVEP64AN J ION SERVICE 700 A11P QOR40 VOLT OSERVICE M DISCONNECT .PHASE SWITCH AND N1L0 ELECTRIC PANEL METER N NEMA ® 3R II SNCLOMM ENSERVICEBvIaEw �8�ww=C PROVIDE 2" AMP, W/240 VOLT, I PHASE — SCCONOARY ELECTRICAL- SERVICE PROVIDE 3 RAD COPPER (CU) N 2" DIA SCMMLE 80 PVC CONDUIT OR PROVIDE 3 44/0 ALU NLM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLEN SERVICE E PROVIDED BY THE ELECTRIC COMPANY. C400MNATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 V CU SERVICE GROUND C40N ECIM TO GONCIIETE ERASED FOOIER STEEL PER ELECTRICAL PROVISIONS OF FEM MW EDITION (2O2e) 5A4" DIA X 8 FT LONG COPPER CLAD GROUND ROD A N G N I T N O T6 GDesign L. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813888-2802 I�OND�) ---------------- iV r------------- 2, I I I 9 I I I I I — i I I i I i ( I I I I I I I I I I L------------ 2'-3' 2'VTR r---- I ----------------- I -----' 2'VTR I IR• r� I I � �i i 2 III/2•J��� 2'VTR LAV I -I ® I I TUB{ 2 10 9' >9 T WUr_f r/• 3' I I 2•VTI¢ 3' LAV IL I (3 x KITCWEN AV 81wW/ 2. I WG I I TUB AUTO VENT I, 3 \ mill O . III v 4' I \ 1 3' loiO Q ®ICI R 24'-I' I PLUMB13_2•P3' I 61 I I I I L.T. 3WAOWER jII I — — — — — — — — — j 4- CO n i u � u I n 9 I I NOTE. ALL PVC PLUMBED TRAPS v_ ARE TO BE 'P' TYPE. TO a+ 'S' TYPE ARE PROHIBITED. MAIN PLUMBING RISER d7PT I SCALE. Nt8 l w 2'-V � -----� WG HD P- oRE I I ® PLUMB 4'-V L.T. �_____J I V ���JJJ II TLI15 u0 9 i0 in El PLUMBING j PLAN SCALE, 1/4' • I'-®' A I C N IT It T s 6 Groin 441 N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgigroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER SLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886,2628 FAX: 813-MG-2802 L HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICMG, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL 15E SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER POO 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. PM8 4 AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OP SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL 15E CONSTRUCTED IN ACCORDANCE TO PBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND 61MILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOM&, SHALL HAVE UNDER -CUT DOORS, FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS $MALL HAVE AN APPROVED FIRE OR FIRE/BMOKE 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 1T14 EDITION (2020) MECHANICAL CODE 8ECTICN 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH 08P BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET MATH MAX. SIX ELBOWS. NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS AT71G CEILING O O EXTERIOR WALL PLENUM AIR RETURN ::W RUCTION AND LIQUID AIR SUPPLY REFRIGERANT LINES AIR HANDLER EVAP.TRAY LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PA86-THRU AIR GRILL SECURE STRAP TO CON'_ CONDENSER W/ (2)-3A&'X2' TAPCON6 UNIT SIMPSON WB ROLL STRAP OR EQUAL 4 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) eBXI 1/4' 814T. MTL. BGREWB EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAM LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE M AN APROVED DRAIN, AS PER FBCK 1TH EDITION (2020) MECHANICAL 15LM CODE SECTION W12A HVAC DRAINS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DILL OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COU NTERBUNK BRONZE FL. PL. I--,— OR WALL C.O. PLUG BRASS PLUG SEE SPEC. I'-S'XS' CONC. I I FIN, GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REGUIRED PITTING OR EXTENSION TO SOIL WADE 8240-K JOSAM 86000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V C OPTI/BPEC INV. SEE ITE PLAN INV. ITSEE PLAN ri-TLOOR SLAB CLEAN —OUT (TYP.) NEXT. GROUND CLEAN —OUT (TY in MECHANICAL PLAN SCALE: 1/4' . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeMgngroup.com AA N: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134HIS-2628 FAX: 813888.2802 Mom DATZ 02/03/21 SCALE: 1/4"=1'—O" EHEET M1 2X4 TOP PLATE PLAN y PRE -FAD TRUSS 1/1' CLG. DOARD 1/1' DRYWALL SECURE SIT. - PLATE TO SLAD W/ 10d MASONRY NAIL G 32' O.G. MAX FRL FLR 2X4 WOOD STUDS 024' o_ GLAD MUTE: STUDS IN 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.G. TYP. INT. WALL NON—BRG. BCALE: 3/4' • I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.IU. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY S/V GYPSUM B< OR 1/2' I41014 STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- e5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS S."�PEIIFPE THROUGH BOND BEAM SCALE: 3/4' • I'-0' .SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION `—WIND INSULATION WIND �LJ,`1�V11� OW ATTACFR'IENT SPECIFICATIONS PER MANUFACTURES, 6PECIFIGATIONB REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. a' CMU I/2' GYP. ILL. BD. WOOD BASE 0'-0' FIN. FLR.L c a a q n W/ WINDOW OPENING N FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLA40 CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR e n TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR 4 1—STORY HIP BLOCK WALL 4:R122,, A (2)) LAYER UNDERLAYMENT SCALE: 3/4'-P-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486'3 TYPE IV, OR ASTM D 6151 MGM FOOD= _ GALY, G78LL `ov81Yla4O Dose APFVWVAL wI. y � ne4c�c my oTwm PA&MNW TO mL ROMTRAax DRACKM APFROVAL PM 2B GAS LINE THRU BLACK s GARAGE DOOR JAMBS — r+ SCALE: 1 1/2'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.U. ROOF 814EATHM THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS i 2X4 SPF 24' Or— MAX.----N SECURE W/ (2) 12d NAILS G EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS GTFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS iAx PRE-ENG LLD. TRUSS CONT. 2x RAT RUN SECURED PER/ STRUCTURAL DETAILS ./ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/&' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT-y PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR e. a' cm a q: n W/ WINDOW OPENING H R-4U INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES, SPECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRPS • 24' Or — In, GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNOERLAYMENT AS PER FBCR WSA. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS, AS PER SHEET ON]. SECURE PER FASTENER SCHEDULE ON 814EET SNL PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING �1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL SCALE: 3/4'•1'-C' A It C N I T 19 T8 GroWo 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407a746078 FAX: 407-7744078 www.abdosigngmup.com N: 000332890 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33S34 PH: 8134MG-2628 FAX: 813.686&2802 DIIIINIIt3 I. 2X6 P.T. • CEWER OF DOOR HEADER SECURED WV (U V2' X r J-DOLT WV 4' MIN. WIDEDI"EN, W/ 2- X 2- X VS' YH4SHER 4 NUT OR UV X 6' ANCHOR DOLTS UV 2' X 'X V6' UASLER 4 NUT m SECURE 2.4 ON PLAT TO MA E WV MASONRY NAILS. 2X6 GARAGE DOORImcalk BUCK SECURED UV (5) V2' X s' J-DOLT OR ANCHOR ® DOLTS. WV 4• MIN. EMBEDMENT, UV 2• X 2- X V6' WASHER 4 NUT. (1) WITHIN S' OF TOP, (I) UTHN 6' OF THE BTM, (!)EVENLY SPACED. ® IN 6 NOTES, ALL ANCHORS SMALL Be IN ACCORDANCE TO MANUFACTURE" INSTALLATION INSTPLICTIONS WHERE SUCH NSTlJGTIGN6 ARIB FIeRt 6TI494649 GARAGE DOOR 1 BUCK ATTACHMENT b A d-I 2X4, m 2X4, If0 2X4, Mill SECURE TO BLOCK UV SECURE TO BLOCK SECURE TO BLOCK WV 3/16' TAPCONB (MIN. WARS' TAPCONS (MN V4• TAPGON6 Mel SHANK SIZE JO MK SHANK SIZE J45 MIN. SHRANK SIZE 10 MK HEAD SIZE 300 LEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT I V4') MK EMBEDMENT 1 1149 MR EMBEDMENT 1 1149 WITHIN 6' OF EACH UTHIN 6' OF EACH UTHIN S' OF EACH END 4 16. Oa MAX END 4 w Or —MAX END 4 B' OIC. MAX SPACING. SPACNG. 6PAC44G. 2X6, m 2X6, ® 2X6, m SECURE TO BLOCK SECURE TO BLOCK SEGUE TO BLOCK WK2) 3A6' TAPCON6 W92) 3/16' TAPCONS 111/(2) V4' TARO" MN. (MRL am" N SIZE As (MN. SHANK SIZE J45 SHANK SIZE 30 MK MHEAD 812E 3" MK HEAD SIZE 300 HEAD SIZE 3" MIN. 6' cm MN EMBEDMENT I V49 MN EMBEDMENT I V4.1 EMBEDMENT 1 V4') WTHN S' OP EACH END 6' CM UTHIN 6' OF EACH END 6' CM u WITHIN S' OF EACH END �� DRYWALL 4 w O.C. MAX SPACING. 4 S' O.C. MAX 6PACM 4 IS' Or. MAX SPACNG. 6' DU Ix4 P.T. OR S/4'X4' MK In'DRYWALL IW DRYWALL N' DRYWALL SECURE THRU FRAME 4 Ix4' 2X6, 1� 2XS, ® 2X6, EXTEND 1-114, INTO P.T. NAILER SECURE TO BLOCK Ix4' SECURE TO BLOCK D Ix4' SECURE TO BLOCK Iw, BLOCK UV 3A6' UY2) 3/16' TAPC" P.T. NAILER U(2) 3/16'DM:ENT P.T. NAILER UIK2) V4' TAPCONS P.T. NAILER TAPCONS DOOR CASING MK SHANK SIZE J45 l/K' OAS,. X 4' MN MN SHANS DOOR C-ASRNG MN GNAW 612E J45 MK SHRANK SIZE .145 MK HEAD 81ZE 300 MK HEAD MN. HEAD SIZE 300 1/16' OSA X 4' MK MK HEAD SIZE 300 MK EMBEDMENT 1 V4 DOGE CASINO MK EMBE4') MK EMBEDMENT I I/4') MK EMBEDMENT I-V4•UTHM S' OP EACH EPD UTNM i' ND UTNIN S' Q EACH ED DOOR CASING UNT14 S• OF EACH ENO DOOR JAMB OR UE,D000 4 IS'0= MAX 4 W Or- 4 *'Or— MAX 4 w OC. MAX SPACING ATTACH TO 2X PER SPACING DOOR JAMB OR WINDOW 8PACRG. DOOR JAMB OR UEDC I SPACING. MA04PACTSEB DETAILS, ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB WRDOIU M~ACTURE8 DETAILS, MANUFACTURES DETAILS, ATTACH TO 2XX PER MANUFACTURES DETAILS, NOT& ON" A6 NEEDED TO MUMN, JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" `�DO1► TO BLOCK +3/4" OR +5/4" 2X4, ME SECURE TO BLOCK UY 3/16' TAPCONS MN SWANK SIZE J40 MIN. LEAD SIZE 300 MK EMBEDMENT 1 1149 OT14IN 6. OF EACH END / 16. O.G. MAX SPACING 2X6, SEGUE TO BLOCK UAK2) SAS' TAPCONS, MN GHAt4t 611 .145 MK HEAD SIZE 300 MK EMBEDMENT I VW) S, cm UTIIN 6, OF EACH END 410,O.C. MAX SPACING. 1/2' ORTWALL 2XM 1=1 El 1'X4' SECURE TO BLOCK P.T. NAILER W(2) SAW TAPCCW MN 6WAI I K SIZE J48 DOOR CALM MK HEAD SIZE 300 MK EMBEDMENT I V4') WITHIN 6' OF EACH END 4 A Cr—MAX E"M��' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" r1RiND0M1 TO BLOCK +1 1/2" NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +1 15/18" r\w-=OTF TO BLACK +1 IS/18" 2X4, Will SECURE TO BLOCK UV WIG,' TAPCONB MN SFIMK SIZE J45 MK LEAD 612E 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 w O.C. MAX BPACRNG. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED 6E0UR[ TO BLOCK THROUGH NON-6T6CTURAL WK2) 3/16' TAPO" 3/16' TAPCON MK 1414- (MK SHANK 612E J40 EM BSOMENT INTO BLOCK MN HEAD SIZE JOO MK E'BEPPIW 1 1/49 UTHN S' OF EACH END 6, CMU 4 w OG. MAX SPACING. IR' DRYUW.I ® D SECURE2X6, BLOCK 1'X4' WK2J S/16' TAPCON6 VW2) V ' P.T. NAILER MK SHARK SIZE Jos DOOR CASING MK HEAD 612E J00 MK EMBEDMENT 11/49 WTHIN S' OF EACH END 4 w OJ:. MAX GPACNG DOOR JAMS, OR UNNDOW ATTACH TO 2X PER MANIFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" @N iW TO BLOCK +2 1/4" NOTE, SHIM AS NEEDED TO PLU IS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3" %.'\ZINDOX TO BLOCK +-Z" 2X4, WE SECURE TO BLOCK WV !/16' TAPCON6 MN GNAW SIZE 345 MK HEAD 612E J00 MK EMBEDMENT 1 1/49 UTHIN S' OF EACH END 4 IV OC. MAX SPACING. 2X6, SECURE TO BLOCK UV(2) VW TAPCONB (MR SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1,149 WITHIN 6'OP EACH END 4 w Or— MAX SPACING 2XS. 12® SECURE TO BLOCK W92) S/K, TAPCONS MK SHANK SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1 1,141) UT14IN 6. OP EACH END 4 w O.C. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TFSIOUGH NON-STRUCTURAL 3A6' TAPCCN MK 1-1/4' EMBEDMENT INTO BLOCK NOTE, GIRT AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 6' CMU V2• DRYWALL 1'X4 P.T. NAILER DOOR CASING 2ND 2X SECURE TO STRUCTURAL MEMBER WK2Ad UTWIN S' OF EACH END 4 6' TO S' OC. MAX DOOR JAMB OR 0 00111 ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLACK +3" r.)mm TR To BLOCK 4.9" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/16" �II�YQOR TO BLOCK +3 7/10" 2X4, BECURE TO BLOCK UV 1/4' TAPOON6 MN SHRINK SIZE J45 MK HEAD SIZE " MN EMBEDMENT 1 V4') UTHIN 6. OF EACH END 4 w O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X4,, = CN OUTSIDE 4 SECURED SECURE TO BLOM THROUGH NON-STRUCTURAL WK2) 1,14' TAPCONS, MK '*' TAPCON MK 1.1/4' ISMBEOMENT INTO BLOCK SHANK SIZE 30 MIN. HEAD SIZE 300 MK 6'BEDMEHR I V4.1 S' CP EACH END S, CM 4 B' O.C. MAX SPACING. IR' DRYWALL 2X6. ® I'X4' SEGUE TO BLOCK P.T. NAILER UV(2) VW TARCONS I' P.T. X 4' MN MK 64" SIZE J46 MN HEAD SIZE 300 MK EMBEDMENT 1 V4') DOOR CASING WITHIN 6' OF NACU END 4 IS' Or- MAX SPACING DOOR JAUNTS OR UILDOU ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLOCK +3 3/4" ■ TO BLACK +3 3/4" Grouoi n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744079 www.ebdeN8118TouP com AA S: 0003325 i DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2828 FAX: 813888-2802 00 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLS MANUFACTURER CATEGORY DESCRIPTION VC�N EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IZ/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 104S6.3 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 2020FBCR 1Z/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2121 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 20860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149SA SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/32/2023 32502,1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16SO3.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/31/2023 12019.2 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MIWINDOWS&DOORS FIXED GLASS - 2020 FBCR 11/18/2022 1767610 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 1ZI31/2024 153S3R5 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 1S076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020FBCR 12/31/2021 S684.2-R9 CLOPAYBLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2020FBCR 1Z/31/2038 15279.20-R6 CLOPAYBLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020FBCR 5/21/2028 15279.2-R6 0.0PAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 239S6.5 THERMA-TRU EXT. DOORS B'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 239SGA THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-RB OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 22/31/2024 iS216-RS OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 30477-118 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/20Z3 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 22/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30 YEAR 20ZO FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/03/2021 IR081T!6T9 6 GrouiLn 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigrtgroup.com AA 1J: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813686.2802 EMEMWANOF "p= 02/03/21 ECALM 1/4"=1'-O" 8*mwr D3 PRB'OR'ED CONTROL JOINT PLANGE OF CONTROL JOINTS Td Be WRED TIED TO LATH • 6' = MAX (VERY t NOTE. DO NOT PASTEN CONTROL JOINT TO WALL EVEN IP STUD EXISTS BEYOND D(GlPT STAPLES UV S%E LIES MCAN LSITO YET. DUU'IG INSTALLATION ------- PASTEERS TO BE SPACED—/ • 1' Or —MAX VERTICALLY / "PHI R3 COAT CEMENT MW LAYER 4. FORTIMMIR BUILDING PAPER APPROVED METAL LATH PAGTENED *l' (VERTJ OZ MAX AT SUPPORTS W® LAYER 9 STUCCO URAP WOOD SHEATHING WAMSE LATH SHALL BE CONTINUOUS, TI AIOUGH t:ONTR JOINTS BUT SHIN BE STOPPED AN ASTM C3 TPIED AT HACNN SIDE. 2X4 OLOQCS'IG ER Ie6PLACED FLAT MAX 6' TO 0' PROM CONTROL JOINT WHEN tjm.\ CONTROL JONT FALLS ON FASTENERS POR LATH TO BE NAILS 0— i / STRUCTURAL 6TUD STAPLES IN COMPLIANCE UV ASTM CI063 2. WIRE TIES TO BE (NO. W ®i416' WRE 3. BLOCKING 6NOUN MAY BE N ADDITION \ TO WALL STUDS REGUIRE D PER PLAN O"M" TYPE CONTROL JOINT O(FOLD NNWID. A.A ®POND OLPOLO NUM R.A L Ottw . PT. c 4- 0= OLMOLD 94MM-IT.A L ORLrM •PLN POW ® 11gD NMIID. PI.A L cImAY . PI.6 L gEIAW 0 PI. C 4 MOLD Pr. O OVER Fr. N TILL Pf.O Tow " NOTTOM R.ANNI M r 19 O NOTra+ ~'yam WATNR TgIR UAL. POLO. DQ wmcuT. 3 COAT CEMENT (PROM N' 2 COAT PM PARR MUM OILY) LAYER •L CO UANAPnRNNE San Nam, APPROVED SU LDNG UANAP SHALL BE LAPPED A MINRIMI OP 6' • VERTICAL LAP6 (ROLL ENDS) 4 6' • W=ZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WTH FORTBER 6NEATHN6 TAPE r Ix LAP / h( X X LATH VERTICAL LAP TO BE I' Jc )c�N�Jc —1 . �— METAL LATH SRN LAYER 9, eTlNeeo uRAP �—OULJDM PAPER FIBER/ / I I r SIN to 2 PER LAP ecALEr I IrJ•.r-a MOTEL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING plol"a N6. THEY SHALL BE TIED WITH 0D416-Ay (I21-MIN) WIRE AT INTERVALS NOT MORE THAN 6• (22S-MMJ. AS PER A61PI CW63. ® KICKO UT F� PAR OF TEAM LAYERS, TRAM DETAIL MAY BE PA TA UIM1NOIIeE YANAP TAPE PER M!' AN. 6PEc. OR EEL P4 STICK ANNN, STOP ANOVE Oral) M� E OR cm Pam WALL KAGNM '� I RM11N0 AT NOTTGTr Q ROON 1 211LL NTBMCf1011N a. p THICK 3 COAT CEMENT PLASTER PETAL LATH U ldl LAYER'S, POR RINIR BUILDING PAPER WOOD S'NC 61EATHNG • INSTALL PASTEERS (CLIPS: STRAPS, STAPLES) AS REOLIRED To SEGSAE PIPE/ WRE TO FRAMING WPM LATER 4 STUCCO ~ UM LATER •2, FORTPIBER BUILDING PAPER METAL LA114 6'x6. 6ELF-ADHERSIG MBFIDRANE FLASLENG OVER 4'„4' SELF-ADFERNG N7lMpRAIE K.A61HIING OVER APPROVED INOISE YAttI1P. CONT. BEAD OF SEALANT AIR SECTION��= Esterbr uee of pwUnd cement plaeta "l —ply Wtn Me appkafl- equlrementa of ASTM C 92&1Bb. Inet.IaBon of ex*W lathing arm framing etas ounply wN ASTM C 108319a, a ASTM 1787, 4'P4' PLA614NO TO EMEND ONTO PIPE 1. OR LESS PIPE PEETRATIGN eTucrc 2 L PA`4P�cR CUTAP OW- PEM PIANNS PLA6HIN6 STEP 01 HORIZONTAL LATH PIPE & PAPER DETAIL 3 N.T.S. WOOD SHEATHING OR CMU WRI5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP UM 4 TAPE OVER ROOrAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LATER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO W.W SELP-ADHERING MEMBRANE PLASWM =PPATIBLE UV HOUSE URAP MATMAL) OVER 4'x4' SELF-ADFEMNG PIVISPANE PLASHING OVER APPROVED HOUSE 41441 - FLA6HINCi 4 EXTEND ONTO PIPE OR AND OVERLAP ONE BIDE OF OW-AD1,1010 G PEP'IDRANE PLA&UNG X—X—X—X WOOD OR 1/16II ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84-1-14a, MIN, 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R 6 N IT L 6 T i Groul®r, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngmup.com AA 6: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 FAX: 813.886.2802 INSTALL 6' SELF -ADHERING hEMDRANE FLASHING OVER TOP, 61DE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SE�'!`4'e OF PLASHING TO BE. L BOTTOM- 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE 1 . TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. -.,X- :• E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL t JOINTS AND INTERSECTIONS ' I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALLLSIDEE&V CAULKING a JOINT ALLAAND I I PER SECTION R70 . Exterior Ia1MnG and PWsterin0 BACKER ROD I Exterior use of pordand cement plaster shall comply with the application - requirements of ASTM C 926-18b. X, 1 Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, i `• orASTM 1787. WRB LAYER h, ' . �':: OTUC 0 WRAP I HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRD LAYER Q, FORTIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) CLA SHEATHING ER, FORTIFISER ING PAPER WDOD CON6TUCTION _METAL LATH a' Cm VINYL CA6WQ DEAD 6' RAISED BAND a�'EE� �SCRSED L 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/Ifo' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-841-14a, MIN. 2B L59. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH NVVENT IS' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING WRB LAYER 01, UNIT STUCCO WRAP PREMANUF. DRYER CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIFIBER BUILDING PAPER TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER LAYER h, 54 STUCCO WRAP 6B DRYER VENT (BLOCK) I ' TO Ys' MI WALL BUILDING PAPERRTIFIBER ' METAL LATH CON6T1!lCTION ..�-�M 6THBe ADD 6' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL FLASHING a' ahu MEMBER • T' Or— MAX 15UILDNG PAPER OVER WOOD FRAMED 8' To 1j MPS-"�L ur1Ee+� eeRaED FLASH.CIUi— — — — WALL HORIZONTAL WEEP SCREED PIPE (FRAME TO FRAME) 6' WIDE STRIP SELF ADHESIVE PLA04M CLEANI�UIALL MASONRI' DEPORE APPLYM? FNNI MASONRY FLASHING.I— SELF (INOT L (INSTALPER WEEP SCREED MA". SPECBUILDING ®HORIZONTAL (FRAME TO BLOCK) PAPE UNDER 'QUICK FLASH' S' A VENT PENETRATION SCALE: N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT IT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION UIRB LAYER 01, STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MN SEM51RANE NO MEMBRANE GRADE '0' FELT FLASHING, MEMBRANE FLASHINCs _ ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRIB LAYER 02, FORTIFIBER BUILDING PAPER STEP *3 STEP *14 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) STEP 05 STEP #& OELECTRICAL RECEPTACLE LATH N C N I T 1 C T s 6 Grouolgn .... LONGZ; , FL 32750 -- PH: 407-714-6078 FAX: 407-774-4078 www.abdeWgngroup.com AA M: 0003325 J IF DRIFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 813-SM2802 D 02/03/21 81 1/4"=1'-0- st�s: r WA2 EXT. WOOD FRAF® WOOD SHEATNMG UM LAYER M, SUB -FLOOR DECKING STUCCO WRAP WOOp WRB LAYER 4, FORTIFIBER PRE-ENG'D Tltll88 CONSTRUCTION BUILDING PAPER 1144" HAT CHANNEL ]' THICK 3 COAT CEMENT ' TYPE 'X' DRYWALL PLASTER WEATHER RESISTNE 6' SAE. • TOP OF WEEP SCRREED BARRIER TO SHEATHING BEHIND WEEP SCREED R��� RASA a SAT �''R^� RIES SHEATHING ` 4• P+OSITIVE DRAM WEEP SCREED PETAL LATH G �\ WOOD SHEATHING WRB LAYER M, STUCCO WRAP i' THICK, 3 COAT CEMENT �\ PLASTER / 6' SELF-ADHEREIM EXTERIOR GRADE DRY WALL AM66-WFU1C-18m CI1 PLASHING WRAPPED • TOP OF VEEP SCREED coAr CEMENT TO SHEATHING BELOW A' POSITIVE DRAM —PLASTER ' URB LAYER M, NO a,AP N FIELD l2LTL-CAAWaA A2 STUCCO WRAP (SHOWN FOR Cl ARPICATICN OF nl SEPARATE ACCESSDREb ONLY) WRB LAYER, FORTIFIBER m I BUILDING PAPER I �,^• , 6' SELF-ADNEREING LAYER M, ` FLASHING WRAPPED STUCCO Tucco uI¢,AP �. i • CORNER OF CANTILEVER AMICO AM"-uPwC_18m 1 y"; Q. � �ReN CANTILEVER DRIP CUSTOM CASING BEAD --------- — — 0 EDGE NO GAP N FIELD (GHOLLN FOR CLARIFICATION OF FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. SEPARATE ACCESSORIES ONLY) L 4 STICK) METAL DEDGE RIP CASING BEAD SEA MELD OF 6' PEEL DTL. ® CANT. STICK •DRIP SPACE FROM DRIP FACE TO TREX 10 A SCALE: I I/2'-P-0' EDGETO Yi GAP FOR BACKER NOTETT • IWOW ROD 4 SEALANT ITREXIOFILLER METAL LATH: LATH TO BE PER SECTION CONTINUOU6 VINYL CA8N6 6EAD R1(d3,-7.1 / A5TM C-84-1-14a, MIN. 2.5 LB5. WATER PROOFINGNt LAYER (2 LAYER PEEL 4 WEATHER RESISTIVE F BARRIER M PER 5Q. YARD (UTILITY OR NOMINAL STICK) WRAPPED FROM B"LCONYDECKTO LLEATHER RESISTIVE MAROM-2 CANTILEVER a� LATH POE5 NOT. MEET SPECIFICATIONS) 6' PEEL EL�TC KDEac DPUPSUD DECK MEMBRANE, EXTEND OVER DRIP FLOOR EDGE WOOD CON6TRUCTICN ME=®® 5' X Y 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF WEATHER RESISTIVE I lj7d ia' P.T. OR SIMULATE SEALANT.)±' MIN. BARRIER M WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER 4* CONTbAliaw Y4 GAP FOR BACKS FACE TO TREX VINYL r•.�. eEm 4 6EALANT WATER FROOFING Yt VINYL PNISN LAYER (2 LAYER LAYER (2 LAYER PEEL 4 CASING BEAD THICK 9 COAT CEMENT PEEL 4 STICK) 3/4 RESILIENT STICK) WRAPPED FROM BALCONY DECK TO PLASTER HAT CHANNEL CANTILEER V PLASTTEERa COAT CEMENT S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTUFED 4 PANTED WOOD 614EAT14M METAL LATH FINISH SATE TYPE 'X' DRYWALL WOOD SHEATHING k THICK 3 COAT CEMENT (2) 2x12 HEADER 4 PANTED LLEAT HER RESISTIVE PLASTER F IIN SHXTURED BARRIER M WEATHER RESISTIVE J' THICK 3 COAT CEMENT BARRIER 4 VINYL CORNER BEAD 4' POSITIVE DRAIN �FGa argon PLASTER VMYL CORNER BEAD 4' POSITIVE DRAM WEEP.n VMYL CAGING BEAD NO GAP IN FIELD VINYL CASING WAD Np SAP N FIP1D (SHOWN FOR CLARPICATION OF (&NOUN FOR CLARIFICATION OF SEPARATE ACCESSORIE6 ONLY) O11D DRIP EDGE SEPARATE ACCESSORIES ONLY) BALCONY 11 EDGE INSTALLATION DRIP INSTALLATION WOOD C,"TRUCITON RESISTIVE ,—WEATHER BARRIER M WEATHER RESISTIVE BARRIER 4 VINYL4PA:NT:E0 i' THICK, 3 COAT CEMENT PLASTER 5/6' TYPEDRYWALLMETAL LATH UVTEXIUREWOOD SHEATHINGFINTHICK 3HEADER)BEAM PLASTER VINYL CASING BEAD — — L NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE66MIES ONLY) @D—RM EDGE INSTALLATION COLUMN SHEATHING WEATHER 10E816TIVE BARRIER M WEATHER RESISTIVE BARRIER n 6' SAP. \ PEEL 4 &T�K I Yb'x3' 'L' PLA&HING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE Y. GAP FOR BACKER SET N FULL BED OF ROD 4 SEALANT SEALANT, Y/' MN. SPACE FROM DRIP FACEJ_SET WEATHER RESISTIVE VINYL CASING, BEAD BARRIER M WEATHER RESISTIVE WATER PROOFING b! ��BARRIER R LAYER (2 LAYER PEEL %''EXTERIOR COLUMN 4 STICK) G+G-01iwi'aGw i�COLUMN SHEATHING SAP. PEEL 4 STICK6' I Ya'x3' 'L' FLASHING S FLOORFULLY EMBEDDED IN ROOF CEMENT I P X 3' 26 GA GALV. METAL DRIP EDGE xti: w �� .•e G.G,.I N PULL BED OF CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 50 3/4 RESILIENT HAT CNAPNEL WATER PROOFING 14t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER S/6' TYPE 'X' DRYWALL \`-METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING PNIBH THICK 9 COAT CEMENT 4' POSITIVE BRAN ('jAP N PIEL�DPD PLASTER VMYL CORNER BEAD (&HOWN FOR CLARIFICATION OF VINYL CASNc, BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) SCALE: NTS WOOD SHEATHING WRB LAYER 41, — 2x FRAMING MEMBER STUCCO WRAP 'OAS' TER 3 COAT CEMENT PLA FASTENED TO SHEATHING z':•e:i,.r,...: ; . 1' Or— MAX C y' WPM LAYER M, STUCCO WRAP ,t WOOD SHEATHING METAL LATH WINES LAYER MI, PORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME k 2 1/2' k �r�r CORNER BEAD (FASTENER 4 SPACING • l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p\CORNER BEAD � BLOCK LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO UJRAP) UJRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING WRB LAYER 02, FORTIP15ER BUILDING PAPER METAL LATH J' THICK 3 COAT CEMENT PLASTER 1 FLASHING WINDOW FLANGE WRB LAYER 42, FORTI BUILDING PAPER — METAL LATH\ J' THICK 3 COAT CEF PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE - i 5B CASING BEAD ® WINDOW FRAME, NO BAND) x—x—x—X SHEATHING ! WRB LAYER 01, 1 STUCCO WRAP ! WILDING PAPER RTIFIBER H-t— METAL LATH (EXPLODEDD I}' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) A R C N I T L C T• 6 GrouuMR�. LONGWOOD, FL 32750 PH: 4074746078 FAX: 407-774-4078 www.abdoWgigoup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 543913FAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134188.2628 FAX: 8184888.2802 ollNllllll anmmi� p ,�= 02/03/21 SICAYE: 1/4"=1'-0" mkm r WA3 A It C N I T 1 C T WOOD SHEATHING ---� WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER � METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERINCs— FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, STUCCO WRAP SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 9' THICK, 3 COAT CEMENT PLASTER WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 C\OAT CEMENT PLASTER 616ELF-ADHERING FLASHING% WINDOW FLANGE CASING BEAD. ® WINDOW 15 C (FRAME, W/BAND) METAL LATH WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, THICK 3 COAT CEMENT STUCCO WRAP PLASTER i WRB LAYER W2, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD , i METAL LATH 11 8' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD C9 RAISED 17 A BAND (FRAME) SCALE: Y'GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER L E G E N D IX TRIM MEMBER TO TRIM METAL LATH o STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFISER DRAINAGE PLANE (WRB CUILDING PAPER LAYER 01, STUCCO WRAP) 91DING WOOD SHEATHMCs WIRE, LAYER 02 (FORTIFIBER — . . — BUILDING PAPER) METAL LATH x—x—x—x WRB LAYER h, WRB LAYER'1, STUCCO STUCCO WRAP STUCCO WRAP WOOD OR 1116' ZIP WALL CASING BEAD SHEATHING 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD : ---------------------------------------------------------------------------------------------------_- (CROSS SECTION) ; ; }' THICK, 3 COAT CEMENT SEALANT PLASTER j METAL LATH � 1 WOOD O"TRICTION MOOD SHEATHING WEATHER RESISTIVE BLAMER'1 i LLW!ATHER RESISTIVE\\ I WINDOW FRAME I BANNER ice/ WRB LAYER 02, FORTIF15ER Wl"e SIDING � gg -� I /—" BUILDING PAPERPLAGHING I FLAMING s �\ 3 WEAAERRESISTIVE ; /( E-Z BEAD VINYL CASING STARTER STRIP / \\ �\ ... WEATHER IR SISTIVE (W/3/a' FLEXIBLE PVC BACKER ROD) 1 I I \\ a' SELF-ADHERNS 1 I _ FLASHING I 17w. GALV'D METAL GALV'D PETAL •Z' PLAWHNG7'�+ i RB LAYER fl, STUCCO WRAP, a�RAPPED AROUND FRAMING MEMBER :' ; ' SELF ADHESIVE FLASHINGT ROOD SHEATHING \ \ WEAL GAP Wyc.4&xm 2X FRAMING ; T MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------------------------- � 9 TRANSITION -------------------------------------------------f------------ ----------------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT NOTE CASING BEAD PLASTER \` METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R'103.1.1 / ASTM C-841-148, MIN, 2.5 LBS. I 1 PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER a2, FORTIF15ER I BUILDING PAPER I WINDOW FRAME WOOD SHEATHINGWOOD I I I my""TRUCTIt7N R SE A0WlU%Nb WOOD SHEATHNG , , WEATHER R[SISTIVE A/ i i WEATHER RESIBTNE LAP WHa AT�FER R>£a1WTIVE / \\ I A-wwelt TOP i BARRIER RL / / ` OF'Z PLABHNG W%x,ALAP Dom � � i� j a ' 1DARRIZA I91aTIVE FFLASWI G4 'T WEATHER RESISTIVE BARRIER 4 i UST GLAYER COWRAP \ / STARTER 6TRP / \� \ / GALVV METAL I 6' WIDE PEEL 4 STICK I OVER FLANGE \ / ; WINDOW FLANGE ; GALV'D METAL ��' WEATHER RESISTIVE z' R ASH04 BARR EIR -1 TO LAP I E-Z BEAD VINYL CASING I II 6. aM O MIN. ABOVE TOP TRtM R OF z R A°ullr. 2X FR�•'IING (W/3e' FLEXIBLE PVC BACKER ROD) B•z DEAD VINYL CASING x 01400 • TED MEMBER DACI`PLExiDLE PVC / , Ili"3oD TR�M r eER •APPLY FULL BED OF SEALANT BETWEEN r ep DHER�eRaG \ \ j 1 a eWHR6p \`` FLANGE 4 BUILDING WRAP \� BUILDING T GAP IINCAULKNG ` OR APPROVED SEALANTWEATHER WRAP \ :� d� BARRER RESISTIVE WEATHER�SIBTIVE WEATHER RESISTIVE E-2 S[AD VINYL CdBIIJG BARRIER a (WAfi' R.[xIBLE PVC DAOI�R ROOJ SIDING TO STUCCO DER RESISTIVE ® FRAME TO FRAME �j (� /� E Z BEAD WINDOW C AS I N G 19 TRANSITION 1 V x Grouo IA41 N. RONALD REAGAN BLVD. 40NOWOOD, FL 32750 PH: 407-774$078 FAX: 407-774.4078 www.abdoWgngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 91111N1113 nw 02/03/21 SCP.=: 1/4"=1'-0" 8*Ec ' WA.4 of AT, Lim APPRDV® HOUSEUtAP \ oVER SHEATHNS OVEN! NO STUD STALL STEP 1 NAILNS, PLANW AT JAMW ONO E0.ASISNS MN r mau SILL \7/\ R.PJtlOL! PLASNNS 00 NOT SEAL ITOrtOM —� FN STEP 6 TOIPORARLY HOLD-UP 4 am(o at H I IBC �� HEAD FOLD HaISEW N AT JA'OS 1 SLOPE NLL II STEP 7 ALM FL40I1045 WV Hr. EDGE OF SILL RO. MCCNMYCALLY FASTEN FAMED EOSES. fcAP NA" STAFLM) NSTALI. OIPOHT PLKK~ AS,T FLA@WM AT TWO FOLD WOUN UNtew DOWN N TAPE MAMMAL CUT � ACION HEAD OF WHOM IPPLY %, :ONTISIOII 7F MIALAN AMNAt 1PPLY To EOau NA LMMN -m-PU= 101.1160111 MTALL S' I" AC*41 ! - BACQD FLEXEIL! FLAENNS MATERIAL OVER DRIP CM Jow tPItOTEOTO-UItAP 151-70Ud a BMW 14%'A STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS APPLY 061 14U (01 EC,IAL) SEALANT RJSD APPLIIED M.ASHNS (LMNCO WNI1E-a,, RG-N OR RMIA.x SLOPE SILL TO Ex WIL L IT N THE CONTACTOR! MOPCNNOILTY To V Vel-r TWO COMPATEULITY OP ALL PRODUCTS MMUDNS HOUlEWRAF'. SCALANTS 48ELP-AG/EIWI4 PL.ASNNIINS MATERALS WED OWING CONTRUCTIOK 2. INSTALL ALL MATERIALS, PM P~AOTM M WTM SPECIICATN" wimmm SEALANTS MAY REACT ADVIImELY IF NOT K-OPPATINIA CLIEAN AND SEAL JAMS TO BILL JONTB WITH DCW IIE9 POLLCUNNG COMPLETION OF EXTERIOR RETROFIT WORK IREIR SC W'E BNNOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTRIJBION BELOW TFIE WINDOW cl-wwa L REAL NTERIOR PERIMETER OF UJINDdU WITH SEALANT bcm L IT 16 TM CONTACTORS IMSPGNSIOILTY TO VMWY THE COMPATIO&ITY OP ALL PROOIICTS, 11CLU0N6 SEALANTS A SEI.P-ADHEMIb PLAS14M MATERIALS USED DURNS CCNSTRUCTIOL 2. PL.ASIONS AT EXTERIOR WNDCIIO AND DOOR OPENWS SHALL O! NBTA.LED N ACCORDANCE WITH MANIPACTWMRS NSTALLATION NSTRUCrl** AND APPROVED MYNOD U OF FOC KIM= U N ACCORDANCE WITH FENESTRATION MANAACflSMR'S INSTALLATION AND FLASHNO W AMMIOL SEALANrs MAY REACT ADVIRSEI.Y IF NOT C"ATOLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) 13SCALE. SK'.1'-O' A R C N ITIGTIII _ r sion PN: 4D7-774-607! FAX: 4' 7`4 7'8' W".EbdNdgngroup.wm AA N: OOOS325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813686-2628 FAX: 813-088.2802 2x& SUB-BANb W/i'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP DRIP EDGE 1� 1/8' TEXTURED I / FINISH a WOOD ! �� 2x6 BUB BAND) �,\ NOTE: NOTCH FOR 2X& SUB BAND ONLY , , , ®ELEV,4TION I ©PL,4N 5- 1/8' TEXTURED FINISH 0 WOOD, IA' TEXTURED FINISH , CMU METAL LATH { \_WOOD SHEATHMG OR cm WRB LAYER'(, STUCCO WRAP(PRAME ONLY) =- WRB LAYER 4, FORTIFIBER IBUILDWG PAPER ROOFMG CEMENT ROOF: KICK OUT REMOVED FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) '1/8' TEXTURED FINISH � WOOD, 1/2' TEXTURED FINISH a CMU � 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN r4 EDGE _ KJCK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.G. MAX. 2x SUB -BAND W/t�'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x X. x x / x SUB BAND DETAIL ® WALL SUB BAND DETAIL Ca? WALL W/KICK— OUT 1ME OR GMU 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/!I¢'x4' NOTCH END, WRAPPED IN PEEL t STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT QNLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/l14'x4' NOTCH m END, WRAPPED IN PEEL t STICK -ROOF 6 CEMENT m ROOF EDGE OMITTED FOR CLARITY A N C N I T L C T i GrousL�. 1441 N. RONALD REAaAN BLVD. LowawooD,FLsz7eo PM: 407-774-8078 FAX: 407.7743078 www.abdedghgoup.wm AA N: 0003326 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 3499 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 83334 PH:813-088-Z828 FAX: 813.888.2802 n= oz/os az WA6 4"CONIC-1-11 SLAB -11 48'-0" 17'-2" 164" 15'-6" 4,4' T-10" 5'-0" 1'4" 9'-8" 4,-6" TOP OF� SLAB FM-16X18 .JIT E-1---------- 111110111 FM-16X18 ----- 3Ii14" CONC. SLAB4" J31 PVCCHASE 9'-2" -31/2' I 11-------tEXTEND 3'-8" I 1.1 r T€.J I 1 SLAB 1 15C -31/21 I 101_91 "1 11 2'-5" L TE-2 l I 12 I 11 I 1.1 ILL 1 a I I 1 i ii I m 111 1111 M I I 1 o i i i 0'-V FIN. ELEV. FIN. CON[. SLAB 1" PVC CHASE I FOR ELEC. @ I ISLAND I ii I 1 i i I i i ii I ( 11 11 j1 I I U 13'-2" � 11 34'-10" 1 I 11 j1 I I 2'-8" -- -----TE•1 ----------------- � I I ---- EXTEND-31/2 iv SLAB 1 1/2" I O I I I I I I .1 ' I I X4- 24'4" I 20'-4" I I I I 1'1 Z°of' III SLAB 7 "L FM_16X78 mR —EXTEND Illl 31/2"v -3 II II b'x IF, IL 14 4 -51/2"+ I 1 1 S11 -- FM-16X18 1•i------ FM-16X18 -- --J L-- — — — — — — — --- 4 FM-16X18 1' J -------- rllff 4 1'-8' Sid 16'-0" •1 '4" 6'4" 6'4' Y-10' 3,_2" 28'4" 13'4' a8'-o" 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 +-Y-O', 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. 11.171NDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 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 4 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bx8 W1.4xW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-t6x18 18" CONTINUOUS 18" - (2)#5's - (+)0'-0" FMC-16x18 18" CONTINUOUS 181, - Ss #5 IN CURB VARIES F-24x24 24" 24" 12" s s (+)0"-0" TEA 8" SEE PLAN 8" s - 0'-0" TE-2 8" SEE PLAN 8" - s #5 IN CURB - '-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 6 GrouoL� 1441 N. RONALD REAGAN BLVD. LONGWOODFL32750 1`14:407-WZ4 78 FAX: 407-7744078 www.abd"gngroup.com AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:$13406.2628 FAX: 813888.2802 0111111111: D � 02/03/21 91CALE: 1/4"=1'—O" DIEM T s1 30" MIN. EACH WAY MONOLITHIC FOOTING i ,v Z STEEL REINFORCING IN GROUTED— _ STEEL REINFORCINGa IN GROUTED CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND e r C SPACING REQUIREMENTS SPACING REQUIREMENTSLu v— U ZI r _ es� 3—FM ". a ..I 0 y i 8"CMU WALL O 07 8" CMU WALL I , CORNER BARS, SAME SIZE AS LARGER BAR OE ? , .I IN FOUNDATION WITH 30" LEG EACH -0' TOPOF SLAB TOP OF SLABSO WAY AT ALL CHANGES IN DIRECTIONS THAT THE STEEL REINF. IS CONTINUOUS ril MATCH AMOUNT OF CONTINUOUS BARS ° • EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) _ SEE SLAB SCHEDULE TOP OF GARAGE I.� �` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1M" ISOLATION JOINT (WHERE A •. E 6" CHAMFER (2-STORY) 18' 94 p4^ EXT. PORCH SLAB W/ill" ISOLATION 4" CHAMFER (1-STORY) I�* 6" CHAMFER (2STORV) �W.'EN APPLICABLE) i - SEE SCHEDULE #5 36" JOINT (WHERE - •! i EE SCHEDULE FOR WXD, BAR SIZE APPLICABLE) i a FOR WXD, BAR SIZE SITIONS ARE MADE FROM FOUNDATIONS HAVING `N #8 36" AND BAR QUANTITY � AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" �, EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION @GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL 3 SCALE: 3/4"=7'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LJL RECESS w WALL W/ BY ij a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ U U @+ w > U NEW REINF. BAR O D.. SPACING. SINGLE BTM, PLATE 1/2'W" WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. TOP Iwu = U SECURED W/2-PART a g PLATE WASHER SET IN HIGH STRENGTH N 0) 2" CAPPED EPDXY. MIN. EMBED EPDXY 5-1Q" EMBED. MIN. 0 16" OC `o GALVANIZED PIPE W/FLANGE @ BASE 6', UNO Q O FOLLOW ALL MANF. N I SPECIFICATIONS FOR USE AND SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/' z i 1/2" COMMON NAILS FILL ALL MASONRY UNITS SET •" lb. = e PREPARATION OF HOLE. h HOLES, DO NOT USE 10d w AT ELEV: SECURE FLANGE TO Z ",� Lu x 3' K SEE SLAB SCHEDULE Q SLAB W/(4) 1/4" X 21/4" Q° O ' .- 0-0^ TAPCONS TOP OFSLAB i' RECESS AROUND GARAGE �� DOOR OPENING - EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ADDING BAR TO �11NTERIOR CURB FOUNDATION WOOD WALL BOLLARD %� MONOLITHIC FOUNDATION LAP TOP PLATE A MIN. OF 48" AND NAIL W/16d COMMON SCALE:34'=1'-0" (W/ UPLIFT) 5 SCALE:34"=1'-0" VERIFY HEIGHT SCALE: 3/4"=V-0" LLAAp OOCCUR 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 WI10d MASONRY LAP TOP PLATE A MIN. OF 48" ---� NAIL O/C STAGGERED. AND NAIL WI 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 Wl PLAN CELL SEE PLAN FOR SIZE AND REQUIRED WHEN NO SPACING REQUIREMENTS y UPLIFT IS PRESENT. 2x4 OR 2a6 WOOD BEARING PROVIDE BLOCKING Z w WALL W/SYP No 2 STUDS SEE 2 a: SEE SLAB SCHEDULE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOd MASONRY NAIL d ^ Q TOP OF SLAB PROVIDE DBL. TOP PLATE IS OIC STAGGERED. CC < w m , ° ADDITIONAL METAL CONNECTORS NOT U REQUIRED WHEN NO h UPLIFT IS PRESENT. O 8" CMU WALL i POURED LINTEL CONT. (fYP.) 8 " CMU FILLED CELL (TYP.) �',°• TOP OF St AS SEE SLAB SCHEDULE 2X WALL FRAMING EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE •- 0'-0' iFSEESCHEDULE LAB SCHEDULE 1/2" DIA SIMPSON STB2 BOLTS 5" AND BAR QUANTITY TOP OF SLAB - a • i — o EMBEDMENT MINIMUM EMBEDMENT INTO MINIMUMMENTINENDSAND •° •E s COLUMN PAD 4" FROM INTERIOR CURB FOUNDATION WOOD WALL °�-yMONOLITHICALLY °D" D UNDER WALL AND 16" O.C. VERTICALLY MAX p 8 SCALE: 3/4"=1'-0' UPLIFT) • WITH „ —ION AND SLAB (NO SEE SCHEDULE ° FOR WXD, BAR SIZE 3 E AND BAR QUANTITY X AND BAR QUANTITY 9' VARIEB B' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO g• 3' 9 SDALE:34"=''-0" (NO UPLIFT) ) FOOTING AND COL. PAD BLOCK WALL CONNECTION as°=r-0" scAL : SCALE: 3/4"=1'-0" !1J 9-CONT. E SHOWER RECESS FOOTER 12 SCALE: - 6 Group. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd"pgroup.com AA M: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX: 813�88-2802 DATM. 02/03/21 SCAM- 1/4"=1'—O" a>t�aa" S1.1A 13'-Y 14'-8" 9'4" 101-8" 7t9" 5'-4" 4'-10" ,' a 1r-o" DOWEL PLAN SCALE: 114" =1'-0" A I 0 N I T I C T 2 6 Grou�L� 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeelgigoup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813688.2828 fAX:8196B62802 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BONG BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/10"HOOK GROUTED SON. BEAM Z VARIES PER ELEV. ° 0. a I!• p #5 BARS 0� 1 0 10' HOO S„ ..� '• �� •' °!-��:� ' . ° CLEAN OUT REQUIRED 0 Z p c� 11 �,-0„ FOR INSPECTION m HE •' (_ M 0'-0" FIN. FLR. ° - -� - TIE ERTICAL REBAR 'd.'� - a.• TO HORIZONTAL .I 9 Ell REBAR W/ 10" HOOK —•+— I BAR SIZE F48 BAR OIA. 7r Z W M� #3 1 18" #4 24" 1, C Q io AMU UNIT DIMENSIONS RE NOMINALS SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48BARDIA. 36 #T ar' HORIZONTAUVERTICAL HORIZONTALNERTICAL METHOD as za" ��/ MASONRY SYMBOLS 3 SCALE:34"=7'-0" �� REINFORCING � G REINFORCING; SCALE: 3/4"=l'-0" 42. SCALE: 3l4"=T-O" 8"x8" MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR M& EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 m DOWEL IN FOUNDATION. %DOUBLE FILLED CELL 6 G99 a 441 N. RONALD REAGAN BLVi LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 WWW. M"Wlgmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2628 FAX: 81341IM2802 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 WI (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36.177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCR PC. REMARK C (2) 2X12 GENERAL NOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1 A BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS 4021602-16) 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 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM 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 PM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD' WHERE USIA 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 &-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. 1 F16-1T/0M/0B 8F16-lT/OMIOB 8F16-1T/0M/1B 8Fi6-iT10BF16-lT/0Ml0 PRESTRESSED 21 1 IIIII HTT I I I I I I I I i I I 1 8Fi6-1T/OMI1B i I I L------------J ------------------- I UNO. PROVIDE BB1 I • m WHERE ROOF I TRUSSES BEAR, TOP I 2 OF WALL 9'4" LINO I I LL I I I I I I m I I c I I I i � I I LL I I m I I I I I I I I I I I I I I -------------------- LL 0 m• F14-1TI0 OB AH7AB ECESSE /--QE&�lTllMllB N b A 8F3"ESSED PRE---- 8F16- /OM/1B LGE U LIFT BEAM PLAN SCALE: 1/4" = V-0" 6 Group. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32150 PH: 407-7746078 FAX: 407-774-4078 www.abdoslgngr'oup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMOtfT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2626 FAX: 813488-2802 D 02/03/21 SCALM 1/4"=1'-O' a*== s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"xe" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL HEIGHT. �\ 0 REI FORCING (L2) 4. THE LAST COURSE WILL E A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 N IN EACH 6 S SHOULD THE DOUBLE BEAM COINCIDE WC WITH LINTEL THE BOTTOM BOND BEAM 1{5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND O S PLACED. THE STEEL OMITTED AND A TTOEL IE BO 1#55 COURSE OF BOND BEAM OM BOND SEAM SIS REINFORCING ORBTH CONTINUOUS THROUGH THE TOP OF THE LINTEL. Oi \�• 8. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �I`---�- / VERTICAL REBAR W110" HOOK / �59Q 8x16 DEL. BOND TOP OF BEAM WI (1) #5 BAR BOND BEAM EACH COURSE •\QS� G SX8 BOND BEAM TOP OF 'q BOND BEAM 1�'-Y\ • YJ\� W/(1)#5 BARJ80ND 30" TYPICAL !C F FILLED W/ GROUT U =UNFILLED GROUT SOLID FROPNOMINAL LINTEL TO TOP OOF OPENINGWIDTH ((# OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5NOMINAL�ETE 6-1 T/1 M/ B LIN8X8 EL W/ ( ) #5LINTEL W/ (1) #5 LENGTH OF BAROF MASONRY HEIGHT # OF #55, TOP OPENING - 2" CORNER ITIS THIS ENGINEER'S INTENT BOND BEAM COURSE OR2 BEAM DESIGNAT►ON REINFORCING THAT XFXX- iT/lM/0B INDICATES ADOUBLE BONDBEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=1'-O" OF BOND BEAM AND XF)X-iT/OMl0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT IS THIS ENGINEERS INTENT TO PLAN FOR LO AND XUXX - 1T/l M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLEDJOPO. LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3)1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SIZE.145 MIN SHAN300 WINDOW SIZE MIN EMBEDMK ENT 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 2x8 (MIN 2 X 3) 2-3/16 TAPCON PRE-CAST'a 144' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" SLOPE FROM EACH END AND 18" 70. O.C. MAX. MIN 1-1/4" 2�' EMBEDMENT R 2x8 (MIN 2 X 3) 2-&16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4') 8- FROM EACH END AND SECURE TO SHEATHING WI UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2.12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7116" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:11lz"=1�-0° 5 SCALE: 3/4"=V-0" 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. � I `` I I > I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP —` 5•�` l*"Q I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II / I Y II IU II 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE HAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 BCAL :314"=1�' SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"-V-0" A R C N I T N C T I Grou�L�. 441 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abd"pgmup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862828 FAX: 813-SM2802 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: =S PSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .1 Tr ° 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 STM, CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. 1 rl�[oh ■Ian ,o; - lo�■,olA� //��///���//. 11 11 1 1 j �/ • �I'AH it � III 11 ,��/��� /� 1 AH ,r� o' �� 11 AH 01 17AH 11 11 �1 11 11 pj M 111 11 I'II gill 11 1° °II 1'1 11 �1 • o o 1. _ .1 AHI 1 ,� ►_ � '� /%/ /!III p / hip -- -e■ ''° � ® wi i\ Q� vim'- - - :i�' (aa..7 KNEEWALL U d .t•—,; j �7 12'-8" FRAMING PLAN SCALE: 1/4" = V-0" F-ARCRITICTi 6 Grou 2A 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup.com L AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33894 PH: 813888-2628 FAX: 813S86.2802 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 1/" NAILS TO TRUSS B-(2) SIMPSON HETAi6 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(t) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IX2 SECURED W/ 10d GALV. COMMON NAILS 12" OIC MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x W-U' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 6 1A ( TYPICAL TRUSS/ 1" "' GIRDER CONNECTOR(S) 8 THCI084HICK OCK F83 45 00 3/4" WOOD PANELS 6000 (2)1/2" WOOD PANELS 60 (2)12' WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/6" 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. I -JOIST CONNECTION @ L.B.W. �* SCALE:3/4"=l'-0' (NO UPLIFT) DEPTH 1/4'0 —HOLE EDGE >W8" —HOLE DIAMETER < 2/5"D SGL. STUD OUTER 113 OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0" EDGE >&8" HOLE DIAMETER < 315'13 DBL, STUD ENGINEERED WOOD TRI; 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9)10d x 1 J" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 'V—A{l) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t x 5"TITEN HD TO CMU AND (12) SDS }" x 2 J" TO GIRDER B-(t) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2, 2x WOOD FASCIA (2) � x 5" TITEN HO TO CMU AND (18) BIDS }" x SEE ARCHITECTURAL 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2) j" x 5-TITEN HD TO CMU AND (18) BIDS }" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4726 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) > BAP4amm TIYOOEBs 4500 8000 LS60 LS90 m LSTA12 20 GAUGE W/ tOdx12 HOG COMMON NAILS. (� EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8' A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18)16d x 2-112" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVUWOOD POST CONNECTIONS 5 SCALE: 3/4"=V-9' A - SIMPSON HUS28 G < 1200 LBS, U < 4280 LBS WI (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8) 16d GALV, COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 314'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4S00 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 < 4SD0 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)114"x2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 5'-0" MAX (W/1X4) �R 10'-0" MAX (W/2X4� 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 1X4 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 �+ �L INTERSECTION TYP. BTM" CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL , SCHEDULE EE MI GPLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE Cw7 61/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE ILL El PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD m LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTSIJ-BOLTS SHOULD NOT BE ANY 00 CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE BEDGEBPACING CEIMIAL PAC81G A DOUBLE 2x8 12" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" OIC 24" O/C C DOUBLE 2x10 12" 8" OIC 16" O/C DOUBLE 2x10 3/4" 8"O/C24"OIC r DOUBLE 2x10 3l4" 6"O/C DOUBLE 2x12 3!4" 6" O/C 12' O/C S WOOD LEDGER DETAIL SCALE: 3/4"=T-O' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA.ft—(2)10d TRUSSES WHERE TRUSS(DIAG. BRACE TOX-BRACING IS PRESENT AT COVER 5 TRUSSES)4'-0" O.C. (AT SHEATHING V-0" TO 30'-0" (1) "X" BRACESEAMS) 30'-l" TO 60'-0 (3)'X' BRACESECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTERTO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2" FROM CENTER TO END.WASHER SET IN HIGH 2x WOOD FASCIA,STRENGTH EPDXY 6" SEE ARCHITECTURALMIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED W/ 's ® EACH TRUSS TO BE INSTALLED a 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE:3/4"=V-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" A N C N I T N C T 6 Gro O Er. 441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdaalglgoup.com AA#:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813-BB8.2628 FAX: 813.8862802 FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)1 Sd COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=V-0" SIMPSON H6 WI (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING I SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 1 Od x 1 GIRDER TRUSS 12" HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3l4"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ iOd @ 3" O.C. 1ST PLY STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WN ALL REINF PER PLAN PER ELEVATION LL' O O UU PER L VATION 1X2 FIRE -STOP -� 4" NI #8 WOOD SCREWS 1� x 2" LONG @ 3" O.C.; INµI STAGGERED OFF CENTERLINE OFF 2x6; 3l4" AS 9HOWN SIMPSON A23 AL EA. TRUSS NALNG PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=V-0" NOT USED O 2x STUDS PER PLANS 2x STUDS PER PLANS DSL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY FLOOR DECK 2x4 CONT. W/ (4)1&d NAILS INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING 0 EA. BRACE. NOTE: a TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2.6 BELOW x 2" LONG ® 3" O.C.; STAGGERED OFF NI TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. CENTERLINE OFF 2x6; NAILS N EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN 2x4 BRACE 0 48" O.C. wl (5) 12d V-4" MIN, FROM 2ND. FLR. FLOOR DECK DBL 2X8 LEDGER NAILS 0 EA. END LINE 2x6 CONT. WI (8) 16d NAILS TO CMU W/ 1/2' EXP. BOLT NI 8d RING SHANK NAILS Q 4" O.C. MAX 0 ST. OF FLOOR TRUSS 8"CMU WALL REINF PER PLAN AT i6" O.C. AND 8" FROM INTO BLOCKING (BT. 2X6 IS FOR WALL SHEATHING NAILER) ENDWI MIN 5-12" EMBED. i8tl NAILS (d 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC III ��4, PER ELEVATION PER ELEVATION 1�7— O 3Z rn NAILING PATTERN �DO O PERELEVATION PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24 M PRE-ENGINEERED WOOD PRE-ENGINEERED(SEE WOOD NAILER W/ FLOOR TRUSSES (SEE FOOR MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMINTRUSSES G PLAN) ®+� D.C. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 Q REPAIR DETAIL IF BOND BEAM RED. BOND BEAM RED. EVERY TRUSS (VERIFY 1X2 FIRESTOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/ TRUSS PLAN) AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5�O 3CALE:3a°=+-0' PRE-ENG FLOOR TRUSSES NOT USED 6 SCALE: 3/4`=1'-0" O PRE-ENG GABLE TRUSS _ 2x4 BLOCKING BETWEEN TRUSSES • E STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 0 FOR STRAPPING VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT W/ 2" A-SIMPSON MTS12 TH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14)10d TRUSS TO TOP PLATE w/ (2) r2x4 WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. NAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 L8S WI (14) tOd BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING WALL W/ SYP No2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING, SINGLE CONC, POURED BTM, PLATE TO BE PT, LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. SO.�• AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONTFILL EACH 2x4 BECUREDLED ALL HOLES, DO NOT USE IOdx3" 12"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 10'-0" O.C. TRUSS I9-W O.C. MAX. EPDXY 5-1/2" EMBED. MIN. @ 1S- 10a 10b 1 0c OC MAX. SCALE: 4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TOPOST CONNECTION SCALE: 3/4"=l'4' - a° _ A-SIMPSON MTS-12 U < NO LBS W/ (14)1od GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C.2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12• SDS TO POST �b�TRUSS CONNECTION @ L.B.W. POST TO"CONNEcnON 7Q `7 U SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,SSO W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,3W G:10,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <UA,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. 6 GWDmol n um 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesl@Woup.eom AA#:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2628 10 FAX: 8134i86.2802 IF PRE-ENG TRAM (STRAP PER FRAMING NOTES) (2) 2XI2 NOR U*LITCH PLATE. ATTACHED WK2) 2X KNEEWALL TO ORS. HT. META-24 • EA SIDE SECURE TO CMU W/ I/2'X%' ANCHOR DOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER FRAMING NOTES) • 24' Or— (T' MIN. MTL. DRIP EDGE EMDEDMENT)-TYP. 2z 81,18-15AND 12'-S' DIB's. HGT. (2) 2X12 HDR VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE I0-1®' TOP OF ARCH DSL STUD 9 DBL STUD W02) SP4 ^. W/(2) SP4 (TOP 4 SOT.) (TOP 4 T.) 9'-4' HGT. S' STUCCO 9'-2' BPRMG DAND INE OF ARCH 4' IL 0 f W -4' SECTION -ELEVATION D 0RY /2'• I'-V* A I C N I T I C T 8 6 GftoiC. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 wwwabdeslgiVouP.00m AA N: 000332E IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 843E BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX: 813$8 %28 BIIIIIIIIF3 DA 02/03/21 BCAU - 1/4"=1'-0" a*== s3.1c FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24116) or 1N32" STRUCTURAL SHEATHING EXP 1 (32/16). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(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 REQURrMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM Sd RING SHANK, 2 318" 0113 170,000 RING RINGS F1667 SCREW SHANK PER INCH) RSRS-01 Bd RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3C Sd NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD z z pV awl z� aaU N0 Z A Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES Ij TYP. EXT. SHEATHING ATTACHMENT a vJ z z y0 904 K UN LNT99 NW Y RAFTER OR TRUSS ROOF SHEATHING 2 os m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER WI BLOCKING 16"O.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 C8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` #8 2" DECK SCREWS 0 6"-B" O.C. MAX � EQGES & 12" O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBEF • • • �© .1--L 7 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APFLICATxN1 SfE TYPE 9PACNG REMMKB gPPLIGTIgJ SITE TTPE BPACMG REMAPKS 1. PF FURiWD iO CASE NARDENEO OOX GARAGE DOONBUCK 1IP DIA TAPWNMASONRr 11?EMN:D., 4'EID DIBT., MA901RYl CONC. rUXtt?LOlq. POC TO MASONRYIpANC. NG WASHER FASTENER B" 11?EDGE DIET. SOD, AL. EXi.D0OR3 1�Ri, WEE NOlEB CASE XARDEAED COX NAxtt?LONG. POIC STAGGERED WINDOWB1001UFASTENEO WTO MABOMYA'XNIC. GARAGE DOORBUO( TO MA9pNRYlCONC. uY Ow. WI AeHER E%PANSKIN BOLT 31.0/O 4"EMBED.,YEM DIST., SEDGE DLBT. wlm wwm CABEHARDENEDC08 POIC WINDOWNWWFA9TENED METusTRAPro CONTACT THIS ENGINEER FOR SPACING ll PT, eEE NOTES NAIL 11!l LONG. STAGGERED Nro MABornnmNc. MA80NRY ICONL. REQUIREMENTS Exi.9WNG DOOR (2)611B94A TIPCON' 16.OK 11?EMBEDPEND. NCNBEAWNG WOOD 1?' EXPAN810N 4°EMBED ♦END b•OIC BUCKh Pi, 9FF NOTES NO-E. FABR DE{T.,11?EDGE 018T WPLL TO CONC. BLAB. WI WABNER BOLT DRT.,TEDGE OLtt. h PTWSIDOINw O.1SB'PAFa]1R PYfND.OLtt.,11? PT TO STEEL COL. SFE wIWASHER STAGD EDGE D•T. NDTee GEOLORE NoTo 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL 8E AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3303M. MAXIMUMAGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%NR 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: FBCR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALLWOOD OR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, F ACI 318-14. BUILDING CODE REQUIREMENTS CRIPPLERS. SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 11DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602.16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE B-MIL CONrINUWS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 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 B INCHES AND SEALED #ITN 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, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST Wl 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 S. FOLLOW Y. A DISCREPANCIES SHAM B DRAWING LL W WRITTEN DIMENSIONS ONLY. ANYL E BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020 781 EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS 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 WIRE MESH, SHALL BE ASTM A1064/A1084M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'G' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED 13Y 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 A615AS15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A448M, 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 SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-ib, "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 pat TOP CHORD-nortconwrr•14 REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #6 BAR - WOOD TRUSSES. 10 psf BTM CHORD -n wnarteM 3042" Ki BAR - Bn BAR - 4Y TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND ND 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 ANSUASCE 7 88: 1990. 15 pal TOP CHORD p. TOP CHORD (7 PSTWI ASPHALT SHINGLES) (1 No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 6 P t Sw/ 10 f BTM CHORD 6 BTM CHORD Ps Mf THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpst MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PV WALL, TRUSSES/GADERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PIT 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 WIND: DEAD LOAD FBCSPER20150 MPH 3-SECOND GUST EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE(NICE BIT BLE ATTIC UNINHABITABLE ATTIC WITH LIMITED LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20p3T, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1. BALCONIES (EXTERIOR) STORAGE: 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: 40pnf, 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: 30pBf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE ftn = 2000 PSI. BLOCK SMALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED pLAACING CONCRETE FOR IN -WALL COLUMNS. GROUT UeED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" 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 Pef, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SMALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE UX PRIOR TO CONCRETE RACEME#. CONCRETE SLUMP SMALL NOT EXCEED V 4. PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SMALL COMPLY WITH ALL THE REQUIRBMENTS OF ACI 318 AND ASTM CS4C94M ORMEASUWNG, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED 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 OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A 3- FOR DONCREM CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIM): B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER: 14f' FOR O AND SMALLHL Y FOR #8 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR BUGS, WALLS AND JOISTS 1-III FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR B X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A6D0/ASOOM, GRADE 8, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM F3126IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SMALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. A R c II I T I C T i GroupI�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeWgngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 010 FAX: 813888-2802