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Home My WebLink About6632 Cobble Bliss St• STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: .n=M BURMWs COM RENTAL, AND 6f7H ZD fWN�11(�2M7) M • L LUCAL MR COM DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRVING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS JIESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRTITEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE 9 _ 2368-DESTIN99 FOR: i 12602 TELECOM CoFi1VE, TAMPA, FL 33637 Tal= (813) 740-9720 -OCCUPANCY — RSSIDRNTIAL, GROUP R3 •CONSTRUCTION TYPE — YB • YBI. INTERIOR FINISH — CLASS B • BASIC HIND SPEED — Vult=150 NPH Vasd=116 NPH • EXPOSURE — B •I —STORY RESIDENCE — • 2—STORY RESIDENCE — IML HEGRT AS PER IACAL AND STATE CODES SQ.FT. CALC.'S LIvING 2.312 Sa FT. GARAGE 538 Sa FT. ENTRY 50 Ga FT. COVERED LANAI 201 Sa FT. TOTAL 3,161 56L FT. Fax= (813) 740-9715 ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ARV. ABOVE LAY. LAVATORY DATE DILSCRIPTWN A/C A/C AIRCONDITIONING ADJU MUM. M.C. LUMINOUS MEDICINE LUMINOUS CARNET 8 24 18 ADDED 160-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION ALT. AMP, ALTERNATE AMPERAGE MLR. MM. MANUFACTURER MINIMUM 07/29/19 ADDED STONE CAP NOTE TO ELEVATIONS PG CS —COVER SHEET 10/14/19 UPDATED LED UGH79 PER DJLHORTON B. BOARD M.T. METAL THRESHOLD PG GN—GENERAL NOTES CL CAB. CLG. CLR CENTERLINE CABINET CEILING CLEAR MTD. MTL. N.T.S. OC. MOUNTED METAL NOT TO ON ON CENTER PG Al —FLOOR PLAN PG AZD—ELEVATION 'D' FRONT & REAR PG A3D—ELEVATION 'D LEFT $ LIGHT 12/04/19 ADDED SEPARATE ELECTRICAL DETAIS PER D.R. HORTON 01/27/20 ADDED SDW90N CONNECTORS LLO. U.9P CONC. CPT. CONCRETE CARPEL PL PB, PROPERTY LINE PUSHBUTTON PG EI—ELECTRICAL PLAN PG PI -PLUMBING PLAN 07/14/80 CHANGED ROOM NAIL PER D.R. HORTON C.T. D. DBL. D.G. DIA. CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER PH. PLT. PI.YWD. FR. PT. PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PC DTI -MECHANICAL PLAN PG RI -RADON PLAN PG DI -DETAILS PG D2-DETAILS IN DIMENSION R RISER PG D3-PRODUCT APPROVAL LISTING DISP. DISPOSAL, PAD. RADIUS PG VAl-WALL ASSEMBLY DETAILS DP. DR. D.S. DLL. DEEP DOOR DOWNSPOUT DETAIL RA. G. REF. RM, R O. RETURNAIRGRILL REFRIGERATOR ROOM ROUGH OPENING PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS D.W. DISHWASHER S.C. SOLD)C EXTDR PG WA5-WALL ASSEMBLY DETAILS EA. EACH S.D. SMOKE DETECTOR PG WAB—WALL ASSEMBLY DETAILS ELEV. ELEVATION S.H SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTIG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.GIFX. FIXED GLASS SIN. SIMILAR FA. FUEL GAS SL. SLIDING FIN. FINISH SLGL SLIDING GLASS FLR FLUOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPEREDGLASS GA GAUGE THK. THICK R. DISP. GAGARBAGE DISPOSAL T.O.C. TOP OF CURB O.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE STRUCTURAL SHEET DESCRIPTION OL. INTERRUPTERTOS. GSS LA TYP. TOP OFSLAB TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE PG SI-FOUNDATION PLAN H.C. HDR. HOT. OR HT HOLLOW CORE HEADER NFL HIT V.P. W. W/ VAPOR PROOF WASHER WITH PG SI.IA-DETAIS PG 51.2-DOWEL PLAN INSOLE. INSULATION WD. WOOD PG SI.2A-DETAILS W. INTERIOR wDw. WINDOW PG S2-IJFT BEAM PLAN WM w.l. WATER HEATER wRouoxr IRS PG S2.lA-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S33B-DETAILS PG S3.IC-ENTRY DETAILS PG SNl-DETAUB LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 w Labdeslp,Eloup.cmn AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 336M PH: 813886-2628 FAX 8134BW2902 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. 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. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.481"SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS i 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 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN INCH GYPSUM BOARD OR EQUIVALENT. SrrE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. 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 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- O' 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 HEREIN: MODIFICATIONS AS SPECIFIED A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNWALLJFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUNBM 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH V 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P26032. EVERTOR WALL COVER1I88 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 TABLE 113012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FILNNEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,117 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926& ASTM-C1063128. 3. LATH & ACCESORIES PER ASTM-G1063-11A & 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-CI O63 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114' TYPE'WV' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. AN6NI a6Ta Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774,6078 FAX: 407-7744078 www.abuesigngmW.m AA NI: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813IW2628 FAX: 8138W2802 D 08/03/20 SCALM 1/4"=f-0" SHEET GN NICHE MR GLASS — FiR UY 24' TEMP. GLS. DR J m IN 48'-C' IT-2' V-8' 11-4, 5'-0. l'-10' 4'_4• I I Fpp� i 25-SFI grAMPA 25-SW 36'XI2' RG TEMP 25-SW EGRESS - ------------- -- -- 9 I COVERED 9'-4' C.C% � BEDROOM A _ BEDROOM ; • T -V CLCL 9-4' afL 1 TRTOAY CLOL T I I -s2De-2' - SV-C ---99-1D�8-0,- IR-L914 16-5 4 93- 'm l-4' T ''o 9e��._' T-4' a& kap 2 9 '--6CCT ��I�I• �x>-< GREAT ROOM :t - IIII1I11IIIl1I11 ?- 2' 0•IIIIIIIII e-� Y aA TOW Yb "am �-- O �OL4iII�I �-III IIO W.I.C. g I KITCHEN I ---l-3 - -�III 9'-94'CCa IR- il'_0i•0 ' '-4II1Ii b'-4' 2,_4• 8-6 nI` CT BEDROOM DINING PAN. ROOM 9'-4CVA 9 �' ' 41.110 SSW i1IIy . L= 3-2' 6'-2' 4'-0' C -- - T C-----1 547Q2' MTM JJ UJH 2XI0 (III j " 'yUZ. ' cllT HDR 0 I L-----J ATTIC ACCESS PRE- o PLUMB TUB BATH O 9 T C ' ( m 8'-0. - L.T. 'ls m 14'-b' S'-0' T.g' P-2• T-4' CLG. 0 _ 0 FOYER T-4'CLG. IR-iSH ------ \95 0 ?) = 0r GARAGE T-4'C Ui I'-8' I�_0• - R. 3' 2' 4'-0' 12I12' S.L. 13'-45'-4' b' 28'-4' BEDROOM 2 b 9'-V CCL ENTRY O'-V CLG El lr� 5- 16'-0' X T'-0 O.N. 8'-O' X 1'-0' 011. EGRESS EGRESS 3'-2' k 3'-10' 6'-4' 1'-4- I'-4' 16'-®• '-8' 8'-0' 13'-4' 28'-4' 41._0. FLOOR PLAN SCALE: 1/4' • i'-0' FLOOR PLAN NOTES - ALL 0,9EN&IONG ARE FROM FACE OF 1 X' BLOCK WALL (OR EDGE OF FLOOR SLAB) To FACE aF WALL STD UNO. ALL INTERIOR WALLS ARE 31I' U)4O. - DRYER VENTED THROUGH ROOF OM NOT OCIEEPOD. AIR COMPRESSOR SET ON 44WW POURED CON- PAD. PAD BMW W FROM EDGE OF STRUCTtM - SER SWEET GN FOR GENERAL AND STANDARD BUILDING NOTES, - ALL HABITABLE ROMIS TO NAVE AMC FAULT CIRCUIT INTEINOLN-T t - ALL FULL FRIGHT BLOCK WALLS BellUBM FILLED CELLS WITHOUT OPENINGS ARE SHEAR WALLA SQ.FT. CALC.'S LIVING 2,312 $a FT. GARAGE 538 SMFT. ENTRY 50 SQ. FT. COVERED LANAI 201 Sa FT. TOTAL 3,161 SQ. FT. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR UW RETURN PLENUM AND RETURN AIR GRILLE. WALL BRG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETUEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WIT►4 SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT 9'-4' BRG. LESS THAN 1 3/8' (35 MM) TWICr, OR 20-MIMITE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'116'X35-1/4' LOW WALL 2'X6' STUDS • 16' OG. W/ 1/2' DRYWALL SWIM AND SECURE GAUNTER TOP =_S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCFE774 MBAR REINFORCING DACE C Q 4 BRACKETS AS CABINET NECESSARY. BAR DETAIL A SCALE: NTS COIF O1BR A1D CIIDOIIO MD &9C�D E1tt0811EFOR0 �C01D tlN18 OPBE166 emm BM MWHUDpAD IBYMR MDm FDDTNE MIN' WINDOW 3 5 243/-325 CRITERIA EXTERIOR SWING 213 5 23.V-301 DR MIN. CRITERIA S&O. MIN. 12 5 212/-263 CRITERIA 16010 O.HD. 112 5 205/-24.9 W10 O}ID. 9, 5 21b/-2'IJ BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=B. MEAN ROOF HT. = 14'-8" PRESSURES HAVE BEEN MODIMD PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. '=MOA76 A 0 6 E IT E C T 8 Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeaigngmp,mm AA #: 0003325 DRAFTING BY.- A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813986-2628 FAX: 813886.2802 LOT #20 BLK #10 GARAGE SVnNG: PAGE: FLOOR PLAN 06 DATE, 08/03/20 SCALE: 8HEET Al /—— — — — — — — — — — — — — — — — — — — — / WINDOW \ RAISED I I S71CO I EsAND WINDOW RAISED I STUCCO I S. BAND I •I' m 4. I I 5• I rA I I I I DETAIL DETAIL \ SCALE: V. I'-& B SCALE. P- 1'-0' / i ---------- --------------------------- RAISED \ STUCCO I BAND SIDE ENTRY SIDE LITE DOOR LITE I •1� n n 4' I I ,v DETAIL \ SCALE: I'• 1'-0' / / RAISED of \ STUCCO H' I BAMD s. i � I I GAF I DOOR I DETAIL ' IE 8CALE:I•.I'-0' I 19'-8' RI HGT. - — - — - — - — - — - — - — - — - — - — - SHRoor- 5� ROOF Q'-8' a I0, _____ ' I�Iilml ImIJim I ImI IN ImIJim (�Omni _p! 7■■ ■■■=_- = I0I I0I IEi Ili Ili ICI ICI MEMICI ICI ICI ICI ImI ImI 101 ImoNfloompol @[,le1 TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS IAI� REAR ELEVATION AREA OF ATTIC 3164 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3164 /300 = 10.55 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1518.72 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .SX 1518.72 - 759.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 759.36 /11S TOTAL # OF VENTS REQUIRED = 6.60313 TOTAL N OF VENTS PROVIDED 7 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT = 759.36 /11.736 TOTAL LIN EAL FT OF SOFFIT VENTING REQUIRED = 64.7035 LINEAL FT OF 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED �rou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 ww bdeNBo�P•eom AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: B1.3486-282S FAX: 813886-2802 SHINGLE `�� ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 12 — _ — - — _ — _ — _ _ _ NCsT. -- -� HGT. TEXTURED 9 FINISH p Y'-0• m El i0 - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - O'— LEFT ELEVATION SHINGLE ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT — I._0. FOAM Z-_0- CAP TEXTURED STONE TEXTURED 0 FNSSH VENEER FINISH m 0 V.-O. PIK - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - - — RIGHT ELEVATION A R C N I T L C T S F Gro�u� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-7744078 www.ab0ealgagmuP.00m AA #: 0003325 DRAFTINGJGROUP A.B. DESIGN DRAFTING5439 BEAUMONT CSUITE 10TAMPA, FIARIDPH:$13886FAX: 81388 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES ESV OURET SS ANP NUA POW iwv Ounzr a, =Lu w OP OUTEr WORD TD wwa+ an a0V OUTLET 5019MID SUISO MAL NTOSPIBN"AlI LR RMTAM rrl•N 77SN QRLET (M Y! CPABCTICN M DR. amurnow dour G PWLM MILT NIlESPISR SWITCH OUTCH 34AAY Orm $4 SSIRCH 4-WAY OPETL FoNtLI �J TTAIwTo LCNf cMLNO, LIGHT O LED G1G LISNT ©� LED VAPSRP FlCQ Lwa O VIe VAP PlOLF LIMIT QO HEDBmo CAN TeR.MM IOFIPmN Na R. vBa. P.W auAltr Ian PLlAG n. IWTISIE rSPSC! TIED sr 06111.01114) 24PAS NMF ARCINa () (OU4in(v AINRND )—� r ruEolammGr 4' NLCIlSCIR Y TRACK LAIR 0 PA4S_ sib rETOA OSD. WCKE SCTaA ' ta't �w� NRl ngMp al'Wa DIIaCTOR yaTi wAo[,u I�N�Am SAW OMIN; eetoR �D SHALL oMGR LEw MEIN s• PTNCANT won H> MATIAN. 6411 ► TEsalae AALrc "no HSA1BeUS orcaRB Lmm AWL DSCOABA MI Aw oM 1� mSVISIONJAGIc NOSa4 TO SE SIPPORIm N O J•Sdt ACCONDAMM Wad! MMINNO A►NIwA TIUR aaN cave PAN,LISIR ro r su•PDlvm w .00aoMSW SOX AS SlloA Tae Inca w wuN cdocal r LCNT STRP PaG� N,• Ne4lenseBa LCNT STRP 4V NCArOpCW Low~ ROOD LBMT F� oPT. SEaNaTY Im+PAD • FA PIE"-SurroN Fdeda'o ur PORT • LOCATION OF W JACKS t FICHE OUTLETS t PATS TO ME VE FIND • HGM OUM AM -CONSTRICTION ZTL • ALL S t m AMP BRANCH CMICITS TO ME AING: MILT 1tl L lOCd NSDEECi® PES E.ECIIECAL P91M m1TIEM GMTE t MEN 2ISS Tilt TmlTlot 02 W •».M.OEDCAT®LtlNDRf cNCUIT •tlR•NLMO (NOT ON KITCHEN VIC • DNIHROOM DMCONffiT ro EE LOCKOUT N PANEL TO0G:ILOOK • so OFM ai C IrTENT PAN ro MOTE VIAL PROVER" OF O SE OIO NTBS7TiMf F[R E11C1 PRDVMIaIS O► SECTION HS073.@ m CAN • I L7.E SMALL SE GMI/C ^LT c i F'Iv7E071CN PDR PJALr Ia- opown MPOL O-NTRESPIEI! MEMO M 1 ON 1®Nes • ELECTR'CALIOD SMALL EE NON METALLIC CASTLE PBS L PROVEN" OP • TOI COMPLY NTTI nEcrRr.Al FRDVEZNa1A ALL E M ATI ® QM Moll r I♦ iI I - I -------- I I N I I QT 9 I \1 BEDROOM -------------- CMDI--------- BEDROOM I I i ©-~%FMFOR PRE-10RE LED LIGHTING LED LIGHTING LED LIGHTING \ ' FORp�_Up� cLG FAN @ DOUBLE LAV. @ SINGLE LAV. @ SINGLE LAV. ( \ I , I , FOR \ \ \ 1 BATH I 15ATH 2 OATH 3 GLG FAN \1 •I•C• SD L — — — — — — — — — — — I \- - / I BATH 1 , woo" WI.C• ------------- BEDROOM 2 lJ� � PRE -WIRE \ FOR \ CL.G FAN \ 1 I 4.c (.:J "j Pi) ' 4r � 1 BEDROOM / Y / Q__ PRE-UXRE FOR CLG FAN I / I I � I I / I I / i I / I I / I I 1 I GREAT ROOM I JllIICTION PlOX (NDER / \ COUNTER FOR � PRE -WIRE / FOR \ CLG FAN I I \ I I 1 \ I I I \\ I i0 r-----x ---------- \ 1 � . \ DINING 11 ROOM 1 OPT. DINING 1 FIXTURE 1 1 SD/CO —� 110 rtn _N CAFE 1 / C-L ISE I 4'-0• I s'-lo• I' I ELEC. FOR ___ \ I WOOD/ _ _ I MICRO ADV. O u 11UTCHEN " I; I III W-14oli:11" CFI•4'— — — GWIMPCFI, `JJ \\ 4AFJ (� �44'AFF. 44'AFF. o PRE \ LIGHT 4 PLUh15 1 SWITCH IN ATTIC ACCESS 1 l� GFI CLCs.(B GPI CLG.($ OUTLET GARAGE OUTLET CUTLET FOR IRRIGATION TIMER 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 NAMEPLATE RATING OR COOKTOP/OVEN 1 WATERHEATER 14, 1 DISHWASHER 1 CLOTHES DRYER 1 IDISPOSAL 1 MICROWAVE 1 1 REF. 1,2 SUBTOTAL OF GENERAL LOAD 3 FIRST 10 KVA OF GENERAL LOAD AT 10D% 10, REMAINDER OF GENERALLOAD AT40% 27504 VA.X 0.4 11001. TOTAL NET GENERAL LOAD 11,002 4TON HEAT PUMP M128 AMP X 240 VA 672 10 KW ELECTRIC HEATAT 65% 6500 NETGENERALLOAD 21,002 NFTTOTAI HEAT 1322 TOTAL LOAD 3422 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 @ POD%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,000 @ 70% 8,400 VA DRYER: 5,000 @ 70% 35M VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489/240 = 78 A ti2 AL MINIMUM NEUTRAL CONDUCTOR. 200 AMP ELECTRICAL RISER 0 NOT TO SCALE. EN GERAL NarEB. � ,u LU A ELECTRICAL nATER1ALS M® INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PIRMSILTJS OF T1E POOR NH EDITION (2011). LOCAL CODES. AND ALL LOCAL POOEM R COMPANY REG IR E ENTS. D. ALL CON OUCTOIl8 SMALL BE TYPE TMNVn*N IbLEBS NOTED O/NERUSE. �— •�---------- F'!�-IL11RE----------- PRE -WIRE PRE -WIRE FOR COACH FOR COACH FOR COACH LIGHT LKaHT LhG;kT ELECTRICAL PLAN SCALE: 1/4'-1'-V' POWER COMPANY TR.NJEPgH•gR PROVIDE 2OO AMP, 004140 VOLT, 1 PHASE SECONDARY ELECTRICAL. SERVICE. PROVIDE 3 Oro COPPER (OD N 2" CIA SCNEDLLE SB PVC CONCUR OR PROVIDE 3 'AM ALLMNM (AL) N 2" DLA SCIEDLLE M PVC CONDUIT INLEBS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UTN THE ELECTRIC COMPANY PRIOR TO M. PROVIDE 3 2M CLL 1 Yr CU GNO 2" PROVIDE 3 4M AL 1 AA AL CMD N OOOI'ENATION 200 AM! SERVICE 12MJ4O vOL n DISCONEGT I L°HAASE SlmTON 40 IMW ELECTRIC PAlEL METER N NEM'IA ® 3R ENCLOSAEiE TELEFHCM CABLE IMPACE TELevIaAGN ENTRANCE!p Y SOSVICE ROU R'@R E NTRA1SE EfiSF1'IDR INTERSYSTEM BCND*O TEIE IMAL AT LCW VOLTAGE GOMF.CTI@M 1 AN CU SERVICE ORAM CONNECTED TO CONCRETE ENCASED FOOTER STEEL F ER ELECTRICAL rMOVMIONS OF FISCR &tN EDITION (JOLT) SW' DIA X 8 FT LONGS COPPER GLAD ORDIM ROD UTA LONGWOOD, FL 32750 PH: 4074746078 FAX 407-774-4078 www.abdealgngmup.mm AA N. 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 336U PH: 82.3888-2626 FAX: 813586-2802 DART 08/03/20 8CAX-M 1/4"=1'—O" a*== E1 nil --------- I I I I I I i j, m I I 0 I I I I I I 9 s _ I I i I I I I I I I __ ----------- I I _—__— - 2'VTR r--------------- 2'VTR 2'VTR �I'/I V2' j 2 Al) TUBjj ' - v i 2' OHM 3' ----- I ) \ram VILAV 3' 2 I I I I IF--- ) TUB I 1 A 2. WG ) ITC4INK EN J , . Wl 3' AUTO VENT 4,1 O 3' 3 r ' 2' o rt I • m 4, O0 WASI.1. I L.T. m I hl 3' L J I II 4 co ' L __-____--_--J II I 4' NOTE: ALL PVC PLUMBED TRAPS TO 'P' El v I MAIN ARE TO BE TYPE. 'S' TYPE ARE PROFaIBITED. PLUMBING RISER 6 I SCALE: NT8 I i IOW �OP1�- i D. I 0 H I 2'-8' 2'-II' ---- - We g r I - I PRE- �• a: � y TUB I L — — — _ — J PLUMB L.T. II II'-10' i0 0 --- NB i0 m PLUMBING PLAN SCALE: 1/4' • 1'-0' LLC. LONGWOOD, FL 32750 PN: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA *.. 000332E DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PM: 81388fs2628 FAX: 81888 %02 10 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL. DE PROVIDED UNT14 PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL 13E APPROVED UL IN CLASS 1 AIR DUCT AS PER NFPA WA 2-3U 4_ FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SMALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. .1 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE. RETURN TRAIL BALANCING DAMPER OR OBD 0 CEILING; EXHAUST FAN CEILING EXHAUST FAN 4 LK44T O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO LONG. CONDENSER PLENUMA AIR RETURN UU (2)-3/1b'X2' TAF'CON9 WIT SIMPSON UB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY RER4IGERA4T LINES AIR HANDLER4'CONCRETE SLAB �OXIIUV/4' SH� L SCREWSTO UNIT W/ (2) EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD REFRKsERANT LINES TO PLATFORM RETURN CONDENSING WIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAW LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3011,4 HVAC DRAINS SC0MATED NICKEL / ply FLOOR COUNTERSUNK BRONZE FL. PL. / OR WALL CA. PLUG BRASS PLUG SEE SPEC. I'-S'XS' CONC. I I FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED FITTING OR XTENSION TO SOIL E WADE N240-K JOSAM 56000 OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.vr- OPTI/SPEC NV. SITE FLAN 8w Ny, SEE ( FL00R SLAB CLEAN -OUT (TYP.) NEXT. GROUND CLEAN -OUT (T riff MECHANICAL PLAN SCALE: 1/4' - I'-0' A R 6 N IT 111 C T N Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdWgngou;Lwm AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613S86-2628 FAX: 8138862802 D � 08/03/20 ax> M1 2X4 TOP PLATE PRE -FAD TRUSS V2' CLOL BOARD V2' DRYWALLa- SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS •24' OC SLAB p1YVa IIY ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE (a:)TYP. INT. WALL (NON-BRG.) SCALE: 3/4'•I'-0' FIBERGLASS SHINGLES OVER v40 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS05.1.1 ON J' OSB. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS - MTL. DRIP EDGE 2x FASCIA PER I -m. TYP. ELEVATIONS O.N. VENTED SOFFIT f 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9/8' GYPSUM S( OR 1/2' HIGH STRENGTH CLG- BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS �A PIPE THROUGH BOND BEAM cn SOALE:3/4'.I'-V' SEE ENERGY CODE FOIRMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS bt2 P.T. FUSRING— STRIPS • 24' OC. e' cm 1/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9051.1 ON OSB. SHEATHING OR CDX PLYWOOD 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 0 -0' FIN. FLR� 0'-0' FIN. FLR n J-4 n W/ WINDOW OPENING TYR WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLPES 2:TO LESS THAN 4:12, A (2)1-STORY HIP BLOCK WALL (2)LAAYERIUNDERLAYMENT SYSTEM SCALE: 3/4••I'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 M FOw AAa LN ao. 2B GAS LINE THRU BIACK aCAW Vl'•f4 FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90511 ON J' OS9. SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COATJ-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� S' CMU I PROD= MI:ICVK RdQ vonor fri 7RADC 1' MN OY OIIEIM FASTReD m on TPMA= BRACKM 10i m wr Fw0Du0T s GARAGE DOOR JAMBS SCALE: I I/2' • 1'-0' —2X4 SPF 24' O.C. MAX — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKII4G BETWEEN TRUSSES, --PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRGI-F PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT.'2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/12' HIGH STRENGTH CLG. BOARD R-4! INSULATION WINDOW ATTACHMENT AS PER MANFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OC, 1/2' GYP. WL. BD. WOOD BASE FIBERRGLASS SHOJGLES OVER 50 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON I. OSB. SHEATHING OR J' COX PLYWOOD SECURED PER I.-0. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRI188 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' TWM 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V.-0' FIN. FLR a .a n W/ WINDOW OPENING eL 11 B TYP. WALL SECTION NO OPENING (:5:)1-ST0RY GABLE BLOCK WALL SCALE: 3/4'.1'-0' 114 A7GM r 6 asi 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoWgngroup-oom AA #: 0003325 IF DRAFnNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813888-2S28 FAX: 813-8BS-2802 T,2!. 2x6 P.T.. CENTER OF DOOR HEADER SECURED u f (U U2' x S' J-BOLT SV W M L EPOEOP'INT UV 2' X 2' X W WASHER 4 NUR opt UY (2) U'Z' X S' ANCHOR DOLTS uV 4' Mx EMBEDMENT Ki 2' x 2' x W WASFL'R a NUT—. 17--M —`M—M --n —8ECURB 2.4 ON— FLAT TO 9" ® LW MASONRY m NAILS. 2xi ) WAGE DOOR EIlO A CISED ® uV (S) IR' x S' KDOLT OR ANCHOR BOLTS, WV U MN. EMENDING) W UV Y X 2• X Ve• WAb1ET! t NR. (U KITHN S' OF TOP, lU IRTNN S' CF THE DTP% (3) EVS&Y SPACED. miI 1®f NOTES: ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURERS INSTALLATION NSTRUOTIONS W481E SUCH NSTRICTIQIB ARE MOTE STRINGENT GARAGE DOOR T BUCK ATTACHMENT aceis• V!•.TO 8' C'1U Jj' DRYWALL PX4' OR 1•X2' P.T. NAILER ❑ Ix4 P.T. OR'Y4X4' MR TflMIN. ECURE TI�U FRAME 4 XTEND I-Y4 INTO BLOCK El/ V TAPCONS SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi WITHIN 8' OF EACH END 4 US' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +5/4 A wBO)Ow TO BLOCK +9 4 OR +6 4 2X4:m SECURE TO BLOCK W/ ' TAPC0NO OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END a IS' OG. MAX SPACING. 2Xb:m SECURE TO BLOCK W/2-W6' TAPCONS(MRL SHANK SIZE 145 MM. HEAD SIZE 300 8' OF EACH END t 2X8.® I'X MREMBEDMENT 1 YV)TAPCONS IMIN. SHANK SIZE J48 MN. HEAD SIZE 300 WITHIN 8. OF EACH END s WITHIN �. 2X4s SECURE TO BLOCK UV Vo' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) UT14IN 8' OF EACH END a 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE a 2X6m SECURED THROUGH SECURE BLOCK U17-V** NON-STRUCTURALTAPCON SO TAPCON MIN. (MIN. SHANK SIZE J45 INTO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CHU MIN. EMBEDMENT l Y4) DRYWALL R WT14IN 8' OF EACH END 4 18' O.C. MAX SPACING. OR 1'X2' P.T. NAILER 2XB:mo ❑�r%4- SECURE TO BLOCK W/2-vol Yo- O.SB. X 4' MIN. TAPCONS (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. US' O:C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15 IB" n Womw TO BLACK +1-15 S" SCALE: N.T.S. 2X4.m SECURE TO BLOCK W/ ' TAPCONS (MIN. SHANK SIZE J45 MRL HEAD SIZE 300 MR EMBEDMENT WITHIN e' OF EACW END 4 NOTE: STRUCTURAL 2X IS' OC. MAX SPACING. MUST BE ON OUTSIDE a 2X6m SECURED THROUGH SECURE TO BLOCK Ul*- ' NON-STRUCTURAL ' TAPCONS TAPCON MR I-Yi (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I)2') 8. GM U WITHIN 8' OF EAC14 END 4 Jj• DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-i(`• CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4)—ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. 18' OC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB T'0 BLACK +2 1 4' in1 wBNDOw TO HIACK +2 1 4' " SCALE: N.T . 2X4m SECURE TO BLOCK UM TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END • NOTE: STRUCTURAL 2X IB' OG. MAX SPIKING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK UJ(2-%,NDN-6TRUCTURAL w TAP ONS TAPCON MIN. I Y4 (MIN. SHANK SIZE J48 EMBEDMENT INTO BLOCK MR HEAD SIZE 3004MANUFACTURES ' C.LU MR EMBEDMENT I Y4)' DRYWALL WITHIN 8' OF EACH ENDX4' OR 1•X2' P.T. NAILER IV Or- MAX SPACING.2XSm SECURE TO BLOCK W/JTAPCONSOOR CASING (MIN. SHANK SIZE 145 MUM. HEAD SIZE 300 MIN. EMBEDMENT 149OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER IS' O.G. MAX SPACING. DETAILS. M016 MM Y xeseo m nus,+rs too.ur oaWi DOOR JAMB TO BLOCK +3" TO BLOCK +3" E :N. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4 ) UATWIN 8' OF EACH END a NOTE: STRUCTURAL 2X IS' OC. MAX SPACING. MUST 155E ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W)2-V NON-STRUCTURAL TAPCONS(MM. SHANK SIZE TAPCON MIN. I Yi J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8' OF EACH END t 8. CM )j' DRYWALL IS' Or- MAX SPACING. 2X8:® ❑ I'X4. OR 1'X2' P.T. NAILER SECURE TO BLOCK WR- 2)( SECURE TO TAPCONS(MM. SWANK SIZE BTRUGTURAL MEMBER J45 d WITHIN 8' OF EACH MIN. HEAD SIZE 300 6' TO 8' O:C. MAX MIN. EMBEDMENT 1 Y4') CASING NTTA WITHIN D' OF EACH END 4 JAMB OR WINDOW 18'OC. MAX SPACING. H TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3" F " E: N.T w c + 2X4m SECURE TO BLOCK W4/4' TAP CAWMML SWANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE a US' Or- MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL )W SECURE TO BLOCK WA-1/4' TAPCCN MIN. I Yi TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y49 • DRYWALL WITHIN 8' OF EACH END 4 18. OZ. MAX SPACING. 'X4' OR 17Q' P.T. NAILER 2XSm 11 SECURE TO BLOCK WA-1/4' )4' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING N, WADSIZE 300 MR EMBEDMENT 1 Y4) OR DOJAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O:C. MAX SPACING. MANUFACTURES DETAILS. Mp16 MM Y N®p 101RYf.M1� f00 NF EC® ii'l DOOR JAMB TO BLACK +3-7/18' uwIWT BLOCK +3-7/18" 2X4s SECURE TO BLOCK W/Y4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD 84ZE 300 MIN. EMBEDMENT 1 Y4) WITHIN e' OF EACH END t NOTE: STRUCTURAL 2X US' Or— MAX SPACING. MUST BE ON OUTSIDE a 2X6m SECURED THROUGH SECURE TO BLOCK wA-I/4• NON-STRUCTURAL ')(r' TAPCONS TAPCON MIN. i Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CM WITHIN V OF EACH END t )j' DRYWALL 18. O.C. MAX SPACING. ❑ I'X4' OR VX2' P.T. NAILER 2X8sa SECURE TO BLOCK tUA 1/4' ' P.T. X 4' MRL TAPCONS CASING (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" �_ Fn W TO BLACK +3 3/4" SCALE: N.T.B. LLC. LONGWOOD, FL 32750 PH:407-774b078 FAX: 407-774.4078 www.abdeWgngmuP.com AA S: OD03325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 8138862828 IIk FAX: 813886-2802 lo llu PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 204563 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.24 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1044&5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 22496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 106S5.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.30 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-111 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOOM WINDOWS VERTICAL MULLIONS 2017 FBCR 12/32/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20•114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2039 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELITE 2017 FBCR 12/32/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 30758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-117 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/32/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/32/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 144 m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesipgmup.mm AA N: 0003325 DRAFTING BY.- A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. BUTTE 1004 TAMPA, FLORIDA 33634 PH: 813$116,2626 FAX:813986-2802 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td DE WRED TED TO LATH • 9' O.C. MAX (VERTJ, NOTE, DO HOT PASTM CONTROL JOINT TO WALL EVEN F STID EXISTS BEYOND E)(CEPT STAPLES WV SECURE MAY TEMP CCN I LLO JOINT . DURMG INSTALLATION --- FABTEIERS TO OE SPACED—T • 1' OC. MAX VERTICALLY i i, THYLK 3 COAT CEMENT / \ PLASTER WW LAYER 4, FORTWIBER O13LDN6 PAPER APPROVED METAL LATH FASTENED D1' (VERTJ Or- MAX AT SUPPORTS SRO LAYER l STUCCO WRAP SNOOD SHEATHING WAAMIMMI LATH SHALL DE contraaNQu6 TFRCKaM JONT6 OI)T BE STOPPED TED AT EACH SIDE. 2X4 DLOCKNG PIER AS11'1 CI063 PLACED FLAT MAX 6' TO V NOTE FL FROM CONTROL JOINT WEN \ CONTROL JOINT FALLS ON IiAST3ERS FOR LATH TO DE NAILS OR i / STRNCTURAL BTLD STAPLES N COMPLIANCE KV ASTMT C1063 2. WAS TED TO BE (NO. W 00415. WPM / 3. BLOCKING SWORN MAY ISE N AODMTK7 \ TO WALL 6TID6 REQUIRED FOR FLAN jI O"M" TYPE CONTROL JOINT - O LORJLD NAIID.Ff.A O lP0.DRi110. n.A ® 1 CRIAIM . n.0 OA POLD Pr.NWO RDL----An. 1 CIEAK.n.s aauee.n.s TL asARe . n. e L eaWAr • n. e a TILo n.CoPr. TILL n D O. C tOIIc(aw as ® eorra+n,vw 40 I f;p) 9 OroLo O WAM . tr eemon NIALNR71.D. OW. R.L 02 3 COAT CEMENT OWAM U W 2 C*AT AWOa1R (OW ER 9. FORTIFIDER PAPER (NNP! oean ER't UWAPeRYMe o'LY) Do P-ANm *Top alLW -RwwM oIe es•D axReweae \ M DY1 KA6atl"JOINS tm e GRA L/ *WALL Iao(oar Mom, APPROVED BUILDING WRAP SMALL BE LAPPED A MTNKIM OF 6' • VERTICAL LAPS, (ROLL ENDS) A 6' • HORIZONTAL LAPS. MS ALL SEAHEED TO DE TAPED WITH FORTMER SHEATHIM TAPE 1 r nRa LAP. MDT.L ura \ pC X X X� WALL W OW DCenOW m . LATH VERTICAL LAP TO OE i' n n—Tn ' METAL LATM I WZD LAYER 4 6TUCC0 WRAP 1' P LKY / \OWLDAYEIR -2 NG PAPER JI 2 SCALE: I vr-r-o' ® KIC KO UT DETAIL bKm ME LAPS OF M IRTAL PLASTER BABES SMALL DE 6E0IREO TO FRAMING MEMBERS, THEY SNALL OE TIED OTH OD415-OK (121-MM) RIPE AT INTERVALS NOT MORE TLLAN V (22S-MT2 AS PER ASTM CI063 1AL FOR REPAIR OF TEARS N YARD LAYERS. TEARS MAY DE PATCHED WA40M WRAP TAPE PER MAMP. SFW- OR PEEL 4 STICK J' THICK 3 COAT CEMENT PLASTER METAL LATH WRD LAYER 9, FORTFIDER SULDNG PAPER aR0 LAYER % 6TUOCO WRAP WOOD SHEATHING SHEATHING PAPER [ YLl I. Eslamil a W-I gww4w.q I -INSTALL PA0704M (CLIPS. 6TRAPS, STAP11.E6) AS REQUIRED TO 6EQaE PIPE( WIRE TO PRAMRG Oft LAYER'L STUCCO ~ UM LAYER 4. FORIIbER NlIL ONS PAPER METAL LATH 6Sc6' SELF-ADHEIRNG MEMBRANE PLASHING OVER APPROVED MOItlE WRAP. FLASMNG r0 lTf19/D ON1>7 Pate ASe4' SELF-AWERNG MEYp WM PLASHING OVER APPROVED HC)SE SWAP. FLASMN6 TO EXTEND ONTO PIPE W COW DEAD OF SEALANT INSTALL APPROVED HOUSEMAP AIR NFILTRATTON BARRIER OVER SIEATING ELASTOMERO COATINGS OVER STUCCO) C.V. FINISH (SEE TYP WALL SECTION) CUT AND OVERLAP ONE BIDE OF / SELF-ADNERSI6 MEMBlRME 1 CUT AND OVERLAP ONE SIDE OF fLAeMaaG T STEP n PLASHING ��A'E STEP h 3 A PIPE PENETRATION DETAIL 1FRAME1 ��'�' N.T.S. WOOD SHEATHING OR CMU WREy LAYER 01, STUCCO WRAP (FRAME ONLY) '9' THICK 3 COAT CEMENT PLASTER (FRAME), V2' 2 COAT CEMENT PLASTER (CM) -METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFIWALL SCREED 5'X5' 'L' TYPE CONTINUOUS CsALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - • - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE - METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-64'1-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LLA LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWigngmup•com L AA A: 0003325 -A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8138B8-2628 FAX: 61386Cr2802 _=75,0: BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHNG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T1 E 004AUST. VENT CAP IS TO DE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z DEAD ALL AROWD VENT -APPLY SEALANT ALL JONTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&Ya CAW_KNG • JOINT ALL AROUND PER SECTION R703.7 Exledbr hftw and pWVAd g Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER M, STUCCO WRAP �.. HOODED PENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH UPS LAYER 4, FORTIFIBER BUILDING PAPER WOOD OWFAT14NG DRYER VENT (FRAME) WOOD - CONSTICTION WOOD SHEATHING WRS LAYER 9, STUCCO WRAP WRI5 LAYER 4, FORTIFIBER BUILDING PAPER 4' WIDE STRIP SELF ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING. Z FLASHING STORE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 71/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER ' OAJICK FLASH PIPE THROIYsFI WALL 1 V SELF ADHESIVE — FLASHING (INSTALL PER MAAF. SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LO iiI�GN I V I�GtrGi VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION —ELEC. METER FIELD VERIFY LOCATION UOOD CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER V, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 1s' TO 7b' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 1-- """-" SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 'O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED NOUSEWRAP FOR BOX INSTALLATION WRB LAYER 61, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANI ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEAt OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS . 'Pj .' Noun STEP *3 WOOD SHEATHING aiRB LAYER 9, STUCCO WRAP AIM LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH TO WOOD STIabcTURAL t • T' OG. MAX K• T ,'01SMm_uw r uExReEc APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ® 1 f MEMBRRAA EE FLASHING I WRS LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ ay. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 116 n9 ELECTRICAL RECEPTACLE r A R C 0 1 T III C T 8 Groin 1A41N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwabdeeil¢rgroup.com AA#: 0003325 DRAFTING BT: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 813596-2628 FAX: 81.3aB6-2802 WOOD SHEATHING WRB LAYER 1, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER ' CONSTRUCTION BUILDING PAPER YA' HAT CHANNEL a' THICK, 3 COAT CEMENT Uft TYPE •X' D7Lf�. PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED U1000 SHEATHIN4' POSITIVE DRAMWF_EP SGFEED UPS LAYER 1, , STUCCO WRAP - - S' THICK, 3 COAT CEMENT' `� PLASTER �6' SELF-ADHEREMG CLJISTOM CASW, BEAD' &%&-wswc-lay i : i - " �` FLASHING WRAPPED • TOP OF WEEP SCREED \ TO SHEATHING BELOW i LLRB LAYER 1, 1". STUCCO WRAP UR4 5 LAYER 02, FORTIFIBER - BUILDING PAPER. � � I 6' SELF-ADHERERYs WRILAYER 1, ' FLASHING WRAPPED STUCCO WRAP STUCCO S�v AMIGO AM66-UFW1C•18® CUSTOM CAGING BEAD � I {/'' �- �2 � • C001MR OF CANTILEVER 4• POSITIVE DRAM e�eo are�rn - - - NO GAP IN HELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. @ CANT. SCALE: I V2'.I•-®' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-S4-I-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 yMYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER 5/8, TYPE 'X' DRYWALL METAL LATH W?EXTURED 4 PAINTED WOOD SHEATHING FINISH i' TNIC K 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD D E POS4 4' ITIVRAM IIEFP I'] VINYL CASINCs BEAD NO GAP IN FIELD - (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRIJCITON RESISTIVE 1 RESISTIVE a �- I' THICK 3 COAT CEMENT PLASTER S1W TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' B061ilVE DRAIN VINYL CASING BEAD IIECP Pd'_Qrin NO CsAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION mc. WOOD PRAMED WALL eUBfLOM DECKING PRE-0010 TRIMS WEATHER REESMTTVE BARRIER -2 j'LTHICK 3 COAT CE EN METAL LATH WOOD &EATHNG— (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES OW-Y) C42AMI SHEATHING WEATHER RESISTIVE "WER'1 7727= (LEATHER RESISTIVE BARRIER 4 6' OAF. \ FEEL 4 STICK I,•'x3' 'L' PLASHING FULLY EMBEDDED IN ROOF CEMENT I J§' X 3' 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD A SEALANT SEALANT, JV MIN. DRY WL4LL SPACE FROM DRIP FACE TO TREX 3 COAT CEPOW VINYL CAOMG BEAD KASTER VIM CORNER BEAD bt WATER PROOFING ILPlYL. LAYER (2 LAYER PEEL+' • STICK) ICK 7EL SUB FLOOR 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. P— METAL DRIP EDGE EEL 4 STICK) SET IN PILL BED OF PEEL 4 SPAMIN.ST STICK •DRIP SPACECE FROM DRIP EDGE THE TO RACE TO TREX DECK CONTINUOUS X' GAP FOR SEALANT OPT. BACKER ROD. - .MODIFIED w 3/4 RESILIENT HAT CHANNEL (LEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BAMER 4 EXTERIOR `OLLIMIN LEGEND THIN coLtrN sHEAtH1WNG 6' SAF. 1 J(1'x3"L'FLABHENG DRAINAGE PLANE (WRB 'FULLY EV15MDW IN ROOF CV'ENT LAYER 01, STUCCO WRAP) I )y X 3' 26 C.A. GALV. PETAL DRIP EDGE WRB LAYER "2 (FORTIFIBER ------ — — SET Or SELANPULL � BUILDINGS PAPER) SPACE FROM DRIP FACE TO AD METAL LATH X—X—X—x WATER PROOFING lot LAYER (2 LAYER PEEL ` STUCCO STICK) RAPPED FROM BALCONY DECK TO G°HIC VER WOOD OR �/Iro' ZIP WALL 3 COAT CEMENT � SHEATHING METAL LATH I I WREXT MEE 4 PAINTED / SHEATHING SELF-ADHESIVE FLASHING — — — — — Yi GAP FOR BACKER FINISH I J4W Ve P.T. OR 81-1)LATED ROD 4 SEALANT i' THICK, 3 COAT CEMENT 4' POBItIVE DRAM WEEP AC�n WOOD (TREX) FILLER COMNUOUS TE PLASTER GAP M FIELD WATER PROOFING bt , WEATHER RESISTIVE -NO VINYL GCXIS.ER BEAD (SHOWN FOR CLARIFICATION OF LAYER (2 LAYER FEEL _ y BARRIER 1 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM WEATHER RESISTIVE caN LEVEM DECK TO Y BARRIER -2 BALCONY DRIP W FEEL 4 STICK • l 11C EDGE INSTALLATION ® COLUMN GRIP ET�OODOECK EDECK XTEND P (W/"L" FLASHING) Sam ®® 3' X 3' 26 GA GALV. SCALE: NTS WOOD SHNEATHING METAL DRIP EDGE SET IN FULL BED OF I A -A V P.T. OR GRILL TED SEALANT, JV MIN SPAM FROM DRIP WRH LAYER 1, 1 WOOD (TREw FILLER Ti-3SN�G STUCCO WRAP I COGAP �L BEAD 2x FRMIMG MEMBER ; WOOD SNEATHfNK3 F1L8 Yi GAP FOR ROD 4 SEALANT WATER PROOFM's lot J• THICK,. 3 COAT CEMENT 1 FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PLASTER WRB LAYER 52, FORTIFIBER . PEEL 4 STICK) 3/4 RESILIENT STICK) STICK) WRAPPED FROM BALCONY DECK TO 2 1�. BUILDIPAPER NG , HAT CHHANEL FASTENED TO SHEATHING i UJRB LAYER 01, NTI� AT CEMENT _ • l' O.C. MAX { :i STUCCO WRAP �: C METAL LATH ., :: METAL LATH 5/S• E DRYWALL WOOD WR6 LAYER 1, �' TWICLG, 3 COAT CEMENT I i WRB LAYER 02, FORTIF15ER D. TU UIREXTURED 4 PAINTED R��SIST 15AR1SER 1 STUCCO WRAP PLASTER '- BUILDINCs PAPER �N18" WEATHER RESISTIVE WOOD SHEATHING J' TIM COAT CEMEM BARRIER 4 a POSITIVE DRAM 6'SELF-ADHERINCs , , METAL LATH PLASTERS WEEP BOREED METAL LATH FLASWIWx a' � I - "1 11 8' THICK, 3 GOAT CEMENT f V24YL AGING BEAD NO GAP IN FIELD W IRS LAYER '2, FORTIFIBER (EXPLODED EW FOR PLASTER (SHOW( FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BWLDINCs PAPER DRIP CAP _ 1 CLARITY) BALCONY 11 EDGE INSTALLATION DRIP 14A ORNER BEAD ® FRAME 1 \\ 'k 2 1/2' 'k- CORNER BEAD (FASTENER 4 SPACING to l' O.G.) cm 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 RCORNER BEAD @) BLOCK WINDOW FLAWxE UPS LAYER 02, FORT BUILDING PAPER — METAL LATH }' THICK 3 COAT GET PLASTER 6'SELF-ADHERING FLASHING DRIP GAP WINDOW =1 ANCsE - 15B CASING BEAD CP WINDOW ( FRAME, NO BAND) e C N I T e 6 T s Groin Ed 1441 N. RONALD REAGAN BLVD. L.ONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 w .sbdeslgngroup.eom kk AA 6:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 813886�2828 FAX:813N38 .2 WOOD SHEATHMG WRB LAYER PI, STUCCO WRAP 'WRB LAYER v2, FORTIFIBER BUILONG PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP / WINDOW FLANGE WRB LAYER N, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER R, FORTIFIBER BUILDNG PAPER 4:�-- METAL LATH THICK 3 C�.OAT CEMEw PLASTER FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW 15C CFRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER N, WOOD SHEATHING STUCCO WRAP (� r- WRB LAYER 42, FORTIFIBER 15UILDMCs PAPER WRB LAYER *I, THICK 3 COAT CEMENT STUCCO WRAP PLASTER = WRB LAYER 02, FORTIFIBER VINYL ANGLED i BUILDING PAPER GIPBED ' VINYL CASING BEAD 1 METAL LATH (EXPLODED J* THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) I CASING BEAD ® RAISED 17A BAND (FRAME) SCALE: I I/2'.l'-0' A GAP TYP CASMG BEAD IX TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRIS LAYER 4, FORTIFIBER BUILDMG PAPER WOOD SHEATHMG WRB LAYER h, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONBTNICTION BEYOND UEATWER R I,�SrorIVE MARRIEWEATNBR RESISnvE _ BARRER 4 !X' x LAAI* Soo S' SELP-ADHERING - STARTER STRP \ LUX I \ / AOFERn+r. PLAOMING 1 �T gE61STIVE WEATHER RESISTIVE \ \ DARKER 4 \ _ R.ASNING� -" GALV'D METAL 7' PLASN114 on OR T CIABOO SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO SE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.B LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) -ma wm�J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — SEALANT WINDOW FRAME 2X FRAMING MEMBER a' THICK, 3 COAT CEMENT PLASTER METAL LATH "i WRB LAYER 42, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (WIV FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER b_&LF_,A,pAftg FLASHING DETAIL BELOW EXPLODED FOR CLARITY -----------------------------------------i ------------------------------------------------ ------------------------------------------------------------------------------------------- Y4' GAP TrTHICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT S , / TO WINDOW f--METAL LATH WRIB LAYER 02, —� q / WOOD SHEA W]Ws IFIBER WINDOW FRAME BEYOPb 6. 8ELP-ADHERW3 � I u1aoD eHEATNWVG I . WEATHER RESISTIVE I WEAtiER RESISTIVE BA1oEeR 4 � I - \ eARRER 9 TO LAP THER 1-2SI6TIVE OP / / \ OF�Z''PLA ABOVEd. i BARRIER RIER / uro 1 1 I WRB LAYER h, 1 RREMTIVE RAS44ING 'T i STUCCO WRAP ; WEATHER RESISTIVE \ / BARRIER 4 STARTER STRIP GALvFL MET 6' WIDE FEEL t STICK I �' ; OVER FLANGE ; \ WINDOW FLANGE ; C"WD METAL �� WEATHER RESISTIVE TO ; E-Z BEAD VINYL CASINGWMIN. I 8"U"AT C, _ TOP 'i' (W/%' FLEXIBLE PVC BACKER ROD) OF PLASW lG 2X FRAMING eW E-. =� VwYL r x S• ULATED TIRrI I 1 MEMBER f9VV BIBLE I'"O W1�oD MEMBER -APPLY FULL BED OF SEALANT BETWEENBACKER ' ROD) b AD ERM \ I , 1 PLm° 4D� FLANCsE t BUILDING WRAP �I ' WYGAULKING BUILDING TNI� 3 GOAT (SAP CFMBtf PLASTER \ OR APPROVED SEALANT `•��- WRAP WEATHER RESISTIVE `^ LLEATHER RESISTIVE BARRIER 4 BARRl6R�----------------------- ___---'_ �T ER �eiISnVE F% ; FLEXWLSryC BACKER ROD) SIDING TO STUCCO BARRERRESI6rIVE �� E z BEAD WINDOW CASING_ ® FRAME TO FRAME 9 TRANSITION 16 A A C N I T C T III E 7441N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesig 9mup.eom AA is 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SORE 1004 TAMPA, FLORIDA 33634 PH: B13S66-2628 FAX: 613886- 2 art NOU NWA AT AS,' ANSLE MODIFIED, 'I' a N NOUSEUFAP LINE OF UNDO OPENS APPROvm MOUSEUtW OVER SNEATNW OVER SO STUD LULL STEP 1 IMTALL S'--- OV P-AD1Wtl FLASINNG OVER MAILING FLMGE JAPES E%TEDPLASFLAA M MN I' SELM SELL RE1eIBLE FtASHIEM DO NOT SEAL IIOTTTO'I MN 0� vwwwwo TSN'ECIWELY FOLDS EC IRES 1 S NO(O TUCK FLAP UNC At HEAD ►OLD tCUlm N AT JA!!6 ( SLOPE SILL R A1.WN RASH M IF INT. HDOE OF SILL ma MECHANICALLY FASTEN FNm E7OE6. (CAP HALE. STAPLE) N6TAL . DU'QT FLID RAP AS T FLAEII S AT THE FOLD MOUSEIFUP DOM G TAPE DUOONAL CUT ACROSS HEAD Q LLNDaE STEP 8 INSTALL 6' RDe ADHNSIVE - EACPW N.DOSLE FLASHING MATERIAL OVER DRIP CAP JONT(PRDIEDTO-ERAS ET-20M - saw) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 _APPLY 'LASY E MM8 OVERJOINT OVER APPLY OSE HGU (G EQUAL) IEALANTt ES000NCm JOINT. FLUID AFM D FLASHING, (LAK.O U&M-SEA. RC-0I OR EGUAIJ. SLOPE SELL TO Ex Nam L IT 16 T1E CONTACTOM fEOPONMULTY TO VERIFY THE CC PATdLRY OF ALL PROC%=M NCUbNG NOU6ENEA! SEALANTS /SELF-ADI#ANC FLA&M M 7mtl USED DURN6 COMTRICIUK 2. INSTALL ALL MATERIALS PER MAAIFACTE®N IHETTEN SPECIFICATIONS WABffiYa SEALANTS MAT REACT ADVERSELY F NO? ATISLE. EAN AND BEAL JAMB TO BILL JOINTS, IUTN DOW IM POLLOWNG COMPLETION OF EXTERIOR RETROPIT WORK NOTE. REPAIR SGNEME SWOM BGLALL OE W IPLEMENTED AT ALL WMDOWD UNTN EVIDENCE OF WATER NTR ZION BELOW THE UINDOW OPENING SEAL 04TERIM PERrETER OF WS D USTN SEALANT blow, L IT S TE CONTACTORS R!SPGNBElaTT- TO VERIFY THE COMPATIELLRY OF ALL PRODUCTS NCLUDN6 SEALANTS, A 6ELF-A WER16 R.ASEIiG MATERIALS USED OURNG CONSTRUCTION. 2. FLADMINIS AT EXTERIOR WI DOIIS AND DOOR OPENINGS, SHALL BE INSTALLED N ACCORDANCE WITH MANUFACTURE" N6TALLATION SSTRCTIGMD AND APPROVED FFINOD U OF FBC RIIIJJ U N ACCORDANCE UTN FENESTRATION MANUFACTUISSIM INSTALLATION AD FLASMIIZ I ST ACTIONS. IIIA� SEALANTS MAY REACT A IVER0.Y IF NOT O-0NTATRLEL WALL FLASHING INSTALLATION �1DETAIL (MASONRY) 1J 6CALM 3JM'•1'-O' F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77416078 FAX: 407-774-4078 wwwabdeawgroup.— AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813868-2626 FAX: 813886-2B02 I I I 1 1 \ —2xb SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP —DRIP EDGE 1\ —1/8' TEXTURED I FINISH • WOD / O 2X6 SUB BAND) 1/2' TEXTURED FINISH w CMU 'V METAL FASCIA WRAP Ye' FROM � /4. STUCCO, 1' FROM ----------"" ,, WOOD WALL \ . / EXTERIOR WALL (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X& \ \ SUB BAND ONLY \ ®ELEVATION ®PLAN A ©PLAN 5 '1/8' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU METAL LATH '\-WOOD SHEAT14Ws jj OR Cm 1 WiB LAYER 9. STUCCO WRAP (FRAME ONLY) WR9 LAYER 4, FORTIFISER BUILDING PAPER (FRAME ONLY) —ROOF KICK OUT REMOVED FOR CLARITY rROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) DRIP EDGE METAL KICK OUT 11/8' TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH ' CMU -2x& SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WA'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (& WALL x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK- OUT I.ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y,i ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY OR CMU KICK -OUT FLASHING 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/l1 'x4' NOTCH a END, WRAPPED IN PEEL t STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeWgngroup.mm AA •: 0003325 J DRAFTING BY, A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BWD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 513886262a FAX:813886.26G2 MOON Dw 08/03/20 SC.%L - 1/4"=l'-O" WA6 AA'-n- 15'-6' 15'-4" 1 T-2' 4'-W 9'-8' 1'-4° 5'-0" 7'-10" 4'4' V-6" '4 TY OP OF O1 SLAB ------------------- TE-1 JIM 4-- 3 FM-16X18 --'----tl6rr ------ r ----- FM-i8X16 �i 1 1 1 I I 1 � I 11 �q 4° CONC. wa SLAB I iq li I I " ° 1 I I ( 4'PVC i11 9' 2' 3' 1' ILL CHASE i; ( -31/2' „ 1 1 1 FM-16X18 11 ii I I 1- TEE1 , 1.1 EXTEND SLAB 11/1" ii I I I ii I Iw I p v2 ;; 1 I Ij I 1 1 ii 1 1 2'-5- 11 10'S" I LL J �'E-1 ii ml 12 1.1 ei xI 11 'i I A LLL I 11 I 11 1 o 1 li it it i c I I I I n 1 I �0'-0" FIN. ELEV. ii i i i I FIN. CONC. SLAB 1' PVC CHASE /N I FOR ELEC. @ ISLAND I L ii i i I I bl ;I 1 1 ii I 1.1 i I I 34'-10" i I 13'-2' I m 11 1 r--------------TE1-------- -- ----� 1 *31/2' EXTEND m 1 I SLAB 1 1/2' N I I 1 1 O I I I 1 1 7I w 5 I I 1 20' 4' 1 24'-4- 314' 1 I 1 1 i I 2 1 , 1 EXTEND I '1 I SLAB 1 1/2' FM-16X18 wa x l I---- 1 N m m 1 I 1 I 2I I 1 31/2• m 1.t LL ° I 4 I °oW I I � a 1 1 I i +51/2' a 4 1 I 1.1 FM-16XI8 --------- --J ----- — L----- FM-18X78 ---------- —1.1 FM-16X78 ----- --- ' J TE-1 4 4 T-2' 3'-10, 8'4" 6'4- '4' 16". •1 1'-8' 8'1' '-4• 1&4' 28'-4' 48'-0' ",-4'SLOAB FLD FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-V. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NAVD. S. 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/L' 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. 11.0I4DICATED #5 BAR, OINDICATES #6 BAR, UNDICATES #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 9D° 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 W ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE'M' OR'S' MORTAR, ASTM G476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER I OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 6x6 W 1.4-1.4 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. LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG CONTINUOUS Ia. - (2) #F. =1.'TH CONTINUOUS 18' - (2) #6's #5 IN CURB VARIES 24" 12, (2) #5's (2) SEE PLAN FOUNDATION PLAN SCALE: 1/4' = V-0" LLC. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33SU PH: 813 MW2628 FAX: 813886-2802 30" MIN. EACH WAY MONOLITHIC FOOTING t STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • ° CELL SEE PLAN FOR SIZE AND Q " a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS c - o ° d }} SPACING REQUIREMENTS > ¢ b v Q W 1 �RECESS GARAGE DOOR i,- cr to FM ¢N8'CMU WALL O e'CMU WALL , ° .ICORNER BARS, SAME SIZE AS LARGER BARW Wm o? +- 0'-0' ; M FOUNDATION WITH 30' LEG EACH Lu'-0' 'o • d WAY AT ALL CHANGES IN DIRECTIONS O) co TOP OF SLAB - - TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS • • • VARIES MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB W/ 1/2' ISOLATION ^ �° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1-STORY) 83 18' - :-'- EXT. PORCH SLAB PORCHSLAB - SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER (1STORY) n ' a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET '- dip• AT EL _.� JOINT (WHERE - a - • 6• CHAMFER (2-STORY) i4 24' W/ 1/2' a 6' CHAMFER (2-STORY) . C a-0. APPLICABLE) Z SEE SCHEDULE g5 3(' JOINT (WHERE •T� EE HE FOR WxD, BAR SIZE APPLICABLE) Z a FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING THE AND BAR QUANTITY C467 2- N AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE LEAST NUMBER OF BARS (W 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4'=1'-0' 2 GARAGE SCALE: 3/4'=I'-0• O CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4'=1'-0' SCALE: 3W=V-0' LAP TOP PLATE A MIN. OF 4W LAP TOP PLATE A MIN. OF 48• AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 2A WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP WALL W/ SYP No 2 STUDS SEE WO a I No 2 STUDS SEE PLANS FOR SECURE BT- PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 9 m NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2•x8' WEDGE ANCHOR WIT BTM. PLATE TO BE PT. O a SECURED W/ 2- PART TO BE PT. PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2' CAPPED ¢ I. g EPDXY. MIN. EMBED p�.� EPDXY 5-1/2' EMBED. MIN. 0 16' OC SLAB W/10d MASONRY GALVANIZED PIPE Q 8•, UNO SIMPSON SPH4 OR SPH6 MAX. NAIL 16' O/C STAGGERED. ADDTIONAL METAL W/FLANGE 0 BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS NOT _ ¢ I SPECIFICATIONS FOR y Q ANCHORS W/ tOtl x 1 i/2' REQUIRED WHEN NO p = m USE AND PREPARATION OF COMMON NAILS FILL ALL N W UPLIFT IS PRESENT. HOLE. HOLES, DO NOT USE 10d w SECURE RANGE TO W ¢ J' x 3' ¢ SLAB SCHEDULE ¢ ¢ TL ¢ SEE SLAB SCHEDULE Q — SLAB W/(4) 1/4' X 2 1/4' TAPCONS { m O [SEE +- 0'-0' TOP OF SLAB TOP OF SLAB 4' CHAMFER (1-STORY) °• a " �— —4 .r-4 _ 6' CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE EQ. EQ._--SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB 8 FOUNDATION WOOD WALL BOLLARD 5 C V MONOLITHIC FOUNDATION 7 scALE:34=1'-0 (W! UPLIFT) SCALE:34=,'-0 (NO UPLIFT) SCALE:3/4'=1'-0' SCALE:3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT Ar STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL o- PROVIDE DEL. TOP PLATE 16' O/C STAGGERED. Q ADDITIONAL METAL m U CONNECTORS NOT -5 REQUIRED WHEN NO co a. UPLIFT IS PRESENT. O¢ 8' CMU WALL POURED LINTEL CONT. (TYP.) (1) M REINF. z_ }ao,BAR 8- CMU FILLED CELL (TYP.) CONT. 8" SEE FOUNDATION PLAN 8" _ - TOP OF SLAB . -•~"2X SEE SLAB SCHEDULE SEE SLAB WALL FRAMING WGROUTED SCHEDULE+- SEE SLAB SCHEDULE 1/2' DIA, SIMPSON STB2 BOLTS 5' TOP OF SLAB a • •, Z a 'ISOLATED'COLUMN PAD MINIMUM EMBEDMENT INTOm CELL, 4' FROM ENDS AND ' •-�--i� CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX °• POURED MONOLITHICALLY WITH • 4 -- FOUNDATION AND SLAB SEE SCHEDULE ',_, SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY IFOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO l a SHOWER RECESS 1 G (D_,_�NETERMIOR UPLIFT) FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4'=1'-0' (NO 1� SCALE: 3/4•=1'-0' 11 SCALE: AlCMITlCT! Group 1441 N. RONALD REAGAN.BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-774�078 wwwabdesignpoup.com AA N: 0003325 DRAFTING A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE SGD4 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 81388fs2B02 Dw O8/03/20 8*1m IT slAA 14'-8• 13'-2• V-2. c -0• 4 DOWEL PLAN SCALE: 1/4' = T-0' AItC01TECT8 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T744t078 FAX: 407-7744078 VAM.abdesigneoup.00m AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S862M FAX-8138862902 lo JDATM. 08/03/20 :3C,hl - 1/4"=1'-0" 8iir.= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W110' HOOK - GROUTED BOND BEAM p CLEAN OUT REQUIRED ¢ FOR INSPECTION i 1 0'-0' FIN. FLR. _ TIE ERT113. REBAR TO HORIZONTAL REBAR W110' HOOK BAR SIZE 48 BAR DIA. Z a: #3 18' #4 24' O m U #5 Sw #8 w #7 42' HORIZONTALNERTICAL REINFORCING 4 I SCALE: 3�4'=1'-0' 14 Z g (V OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18' METHOD #4 24• HORIZONTALNERTICAL #5 3• REINFORCING 2 x7 42' SCALE: 3/4'=1'-0' #5 BARS m� CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4'=1'-0• '/%mwu`1 1441 N. RONALD REAGAN BLw. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,bdeslgng ,•com AA is 0009325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE IDO4 TANPA, FLORIDA 33634 PH: 813SB62828 FAX: 8138862802 D � 08/03/20 skmm s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE UNTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER 0 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS.. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0-, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESC )�pN REMARK tO (2) 2X12 GENERAL NOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 6th EDITION, 2017 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 6th EDITION, 2017 BUILDING, SECTIONS 19012 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (ACI 630-13 & ACI 530.1-13) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2A.1 PRE -CAST WISTANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST WlPRESTRESS 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 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2DWPSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE'M' OR'S' 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM =2000 PSI. MASONRY STRENGTH SHALL BE ESTABUSHED BY THE 'UNIT STRENGTH METHOD' OR, ALTERNATIVELY, BY THE 'PRISM TEST METHOD- WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE 6TH EDITION, 2017 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 6TH EDITION, 2017 BUILDING, SECTION 2104.1 42 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 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 64' OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) A5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-O' CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT. NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOAD$ FOR SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 8- PRECAST & PRESTRESSED LLUNTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 4LMF SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH .. We 3'4' (47) PRECAST 2231 4'-0' N69 PRECAST IMM 4'4' (641 PRECAST Ism B4' (84-) PRECAST 1217 V-10• (TO') PRECAST 1052 94' Mr) PRECAST 110E T4' (909 PRECAST 743 VW (112') PRECAST 554 104' (126') PRECAST 475 11'4' (13r) PRECAST 302 12'4' (144') PRECAST 337 174• (m) PRECAST 206 W-V (ig6') PRECAST 279 14'4' (1M PRESIVINED N.R. 154' (160) PRE N.R. 1T4' PIT) PRESTREMED NA 154• (232") PRESTRIMED N.R M'4' On PRESTROSED NR 274' PM PRESTii sm NA 24'4' 1W PRESTO NJL C"F=r==mm Om�0�00 �O�mOmOm ©m�00©0 0�m00001i O�DOD©© m0000©0 Om00�00 00©0000 IO��0�00 ©�00�00 I��mOmO (S)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD AWED REBAR. 3'4' (427 PRECAST 1025 1024 1598 74' Rn PREICAU 4'7 (46') PRECAST 765 7&1 I= 41V (487 PRECAST 4'4' (M-) PRECAST 592 5B1 10T3 4'4' (SP) PRECAST Y-C (&9 PRECAST 411 411 746 54' (6r) PRECAST 5-10' Mn PRECAST NO 99B 010 Imu. M PREG9T g'4' (769 PRECAST SID 721 490 S4' CM PRECAST T4' Mn PRECAST 424 534 363 T4' Pn PRECAST S4' (112) PRECAST 325 512 230 S4' (112) PRECAST 10'4' (12n PRECAST 284 401 100 104' (126n PRECAST 11'4• (136) PRECAST 29D 452 154 11'4' (13n PRECAST 17-V (144') PRECAST 2" 402 137 174' (144') PRECAST 13'4' (1B0') PRECAST 217 324 110 13'4' (18n PRECAST 1P0 (18n PRECAST 205 263 100 14% (Illn PRECAST 14'4' (17r) PRE811 D N.R. 2s4 91 14'4' (1T6n PRESTO 154' (184') PREVERSIMED Ndt 250 83 I&-,r (Im PREFMEBM 1T4' CAA PRESTREMIED Nit 194 84 1T4- Mn PREFFRENED 15.4' (292') PRE6TREMED N.R. 148 52 1S4' (297) PRESTREIM 21'4' P:M PRESIREMED NA 125 42 21'W (T98') pREBT� 27-0' W) PRESTRESSED N.R 116 40 274' MIMI PRIESTREIMED 8V4' Mn PRESTRESSED NR. 91 33 24'4' (266') PREFTIMSM (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD AWED REBAR. -ALLVALUES TAKEN FROM %AFE LOAD TABLES' SYCASR:RETE MAY2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINIMUM C OF BEARRM PAST EACH SIDE OF VVINIMOPBMIO WOB 2 M 1T/OM(OBF16-1TlO q _g• BF16-1T/OWOB 1Td q �• 4' PRE -STRESSED ---------- 4F IIi III AH7T :31 j I I I I I I I I I I I I 8F16-1T/OW/B to-6' I L- I J - - r- - - - I I - - - - - - - - - - - - - -� I UNO. PROVIDE BB7 WHERE ROOF TRUSSES BEAR, TOP OF WALL ® 9'4' UNO o (4 74 I I LL o i I I I oo_ I I I I I I I i I I I --------- I i I I I I I I I o• -v m m . I---- I L -J o• m� LL 8F14-1 OM/OB AH7 REC ED N 8F36-1 M/1B 8F16-1 /0MI1B 17' 8F36-1T/1MHB g ' - - - - - - - PRE-ST SSED 9'4° LGE GE u LIFT BEAM PLAN SCALE: 1/4' = V-0' F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 III DRAFTING SY: A.B. DESIGN GROUP DRAFnNG INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-262S FAX: 8134IB6-2802 D 08/03/20 SCAT-M 1/4"=1'-O" 8FIpET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. B•x8' Z.11 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING # 8 �c V PLACE STEEL HEIGHT. ,rOF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 S TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16' ro 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30' LAP FOR EACH OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 #5 COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8 / 1 e. UNTO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 10' HOOK NN P�Q p05' F(G 8x16 OSL. BOND TOP OF a•2 QP� BEAM W/ (1) #5 BAR BOND BEAM �Q� 0 EACH COURSE 8x8 BOND BEAM TOP OF • ��G�\\ W/(1)#5 BAR BOND BEAM 30" TYPICAL F = FILLED W/ GROUT I .�tl\Q� U =UNFILLED GROUT SOLID FROM TOU NOMINAL LINTEL TO TOP OF BOND REOPENING WIDTH //��# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 �+ A\N—`QV-1 T/1 M/ B BxB PRE CAST CONCRETE NOMINAL LENGTH OFLINTEL W1 iBAR WIDTH OF MASONRY CORNER ee HEGHT BOD13EA C OPENING -r BEAM DESIGNATION TIS 7HIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX-1T/1M'OB INDICATES A DOUBLE BOND BEAM #OF#SS, BOTTOM BxB PRE -CAST CONCRETE SCALE:34'=1'-0' REINFORCING OF BOND BEAM 1 AND XFXX - /TAMo6 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER THIS SCALE: 3�4'=1'-0' IT IS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPNING AND XUXX-1TIDM,UB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.146 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') S' FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BEN SHOWN 2X6AS (MIN 2 X 3) TAPCON PRE -CAST :'a iu' OR DRIVE PIN (MIN SHANK OR MIN S WINDOW SIZE, 145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8' SLOPE FROM EACH END AND 18' N 1-1/4' EMBEDMENT 0 _ 2x8 (MIN2X3)23H6 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELq SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING BAR TO BE PLACE /2.4 1/4) S'FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWE 5 MIN. REQUIRED IN 18'OC.MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END VCMU BONDBEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1/2'=V-0'�1 SCALE: 3/4'=1'-0' PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I SINGLE #5 CORNER A BAR, 30M TURNED UP EQ P I I OR TURNED DOWN INTO STEEL REINF. OF 5�F P II / FILLED CELL BOND. BEAM a II I II I U II I�ex8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. II / EL STEREINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN //llFJly ELEVATION OF BOND BEAM 7 _ SCALE: 3/4'=1'-0-0 SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3�4'=1'-0' rB N I T N 6 T 8 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:.7-77440711 www.abdesigngroup.com AA#: OD03325 E ING BY: N GROUP NG INC. T CENTER BLYD. 1004RIDA 33634 -2628862802 Dw 08/03/20 az� S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (41. S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .17T ° x 2 7/8' LONG, WITH WASHER @ 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6' FROM THE CENTER OF THE COLUMN. 051 Au 11 •O,GG G'Q IO�� 510 ONWIN �/ O� P ■1 ■ o o' ■ 1■ a 1 11 1■. � -- -1 it .1 -1- 11 °,m /►AH711 11 1_INEZ 1 Ip®w111 -- 11 %NLIt ALL V 1 uS ui ci ci ci •ice' C.1 '�1 ` C� 12,-8. FRAMING PLAN SCALE: 1/4' = V-0' 1 A C N I T N C T f Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngwup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 7004 TAMPA, FLORIDA 33634 PH: 8133862628 FAX B1.34W&2802 A{1) SIMPSON HETA16 TRUSS ANCHOR WITH 19) 10d x 1 k NAILS TO TRUSS 8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 e NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12-C/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP 72 2'. 4', 6', 8• x 4' W MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24- O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL ENGINEERED WOOD TRU 024. O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 )[• NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USEDIN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP A2 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. N--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TfEDOWN WITH (4) t x 5' TITEN HD TO CMU AND (12) SOS k x 2 ? TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5' TITEN HD TO CMU AND (18) SOS }' x tx2, 2x WOOD FASCIA 3' TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEOOWNS WITH 2x SECURED V (3) t8d (2) }' x 5-TITEN HO TO CMU AND (18) SDS }' x 3' GALV. COMMON NAILS. 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE SOLID, a. EACH WAY OF BOLTS S 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL k 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4' x 21/4' TITEN 2 ANCHORS TO CONT POUREDLINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM A ALLOWABLE UPLIFT = LIA810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT=U2705 LBS (2 PLY) _aGIR`bER SCALE: 314'=1'{P 88SPICAL TRUSS/ CONNECTORS) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = SM LBS (2 PLY MIN.) TYPICAL ROOF 2A` 2B 2C GIRDER CONNECTOR(S) C L :y4 TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE %� MISPLACED EMBEDDED TRUSS ANCHOR (2) 2X4 Not SYP DIAG. 2x4 BLOCKING BETWEEN 314' T & G SUBFLOOR GLUED AND BRACE Wl (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT B11CI®iMM COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 8� racK &3 0-0' TO 30'-W (1)'X' BRACE SEAMS) LSTA7220 GAUGE 4500 aWWOOD PANELS 30'-1•TO 60'-0(3)'X-BRACE SECURE 2x8 PT. PLATE PER ELEVATION W/ 10dx1/2 HDG COMMON NAILS. 5000 (2)1/T WOOD PANELS (i)'X' BRACE @ CENTER TO BLK W/ DIA. O EACH END TOTAL OF 10 VIDED BOLT ANCHOR SW/ 60 (2)1/Y WOOD PANELS FROM CENTER TO ENDCE . WASHER WASHER SEETT IN HIGH 90 9c LUMBER 2x WOOD FASCIA, STRENGTH EPDXY e' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC PER ELEVATION LWIJOIST WITH PPE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG (JOIST BACKER BLOCK STIFFBACK (AS PER POTC ATE W/ 12d's 8' 5/8' GYPSUM BOARD OR 1/2' HIGH TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (2) 10d's @EACH TRUSS SECURE (JOIST TO TOP PLATE TO BE INSTALLED @ 10'-O' O.C. MAX. w/ 12) 12d TOENAILS 8l3✓>OE6 Wmam THD0i68 4500 VI' WOOD PANELS 6000 (2) 1IT WOOD PANELS 60 (2) IrZ WOOD PANELS 90 2x LUMBER a 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 1/2' GYP. WL SO. 4 I -JOIST CONNECTION @ L.B.W. SCALE: 314'=1'-O' (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE>y8' —HOLE DIAMETER <2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM. - PLATE STUD NOTCHING 1 AND BORING LIMITS 0 SCALE: 1 1/2'=1'-0' EDGE>5/8' HOLE DIAMETER <3/5'0 DBL. STUD HTT4 MIN.7 �VUWOOD POST CONNECTIONS 5 SCALE: y4'=1' 0 A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV.. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS Wl (2) 314" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4'• SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 34" SIMPSON TITEN BOLT/J-SOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS Wl (4) 34" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SHEAIHING SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE dw tL 5 1/2' MIN. EMBED. (TYP) Fill Ti 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. = Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. SOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4• (2) PT DIA. x T MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE BEDOE8PAM CENrftVACM A DOUBLE 2x8 1/2' w O/C 16' O/C 0 DOUBLE 2x8 14• a' O(C 24' O/C C DOUBLE 2x10 1/2' 8. O/C 16' O/C D DOUBLE 2x10 3/4' w O/C 24' O/C E DOUBLE 2x10 3/4' 6' O/C 16' O/C F DOUBLE 2x12 3/4' 1 6- O/C 1 12- O/C 10 WOOD LEDGER DETAIL SCALE: yb'=1'-0' SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:y4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI 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 H1DA 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 Fl AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3f4'=l'-0' A R 8 1 1 T 1 6 T 8 5 GWol 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngoup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81344r.*628 FAX: 8131188-2802 FLOOR DECK 2z6 PT TERMINATION-7 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) l6d COMMON W/ (6) 3116'' x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0• BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4'=1'-0' SIMPSON H6 W/ (8)8d COMMON NAILS 21 STUDS SIMPSON H6 W/ (e) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON END OF'BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPHQSPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2•HDGNAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4'_i'-0' DBL PT 2x8 BLK'NG BETWEEN TRUSSES W/ 10d @ 3' O.C. 1ST PLY INTO G STAGGERED UPPER PLY INTO 2x6 BELOW e' CMU WALL REINF PER PLAN PER ELEVATION 3 � PER ELEVATION 2PRE-ENGINEERED 1X2 FIRE -STOP #8 WOOD SCREWS x 2' LONG O 3' O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 314• AS SHOWN SIMPSON A23 EA. TRUSS 4" r NAILING PATTERN WOOD FLOOR TRUSSES (SEE D8L 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL SCALE: 3/4•=/'-0' LONG 3' O C ; z 2'EACH STAGGERED 111 AS SHOWN NI DBL 2X8 LEDGER 11y1N11 TO CMU W/ 1/2' EXP. BOLT AT 18' O.C. AND 8' FROM MI 8' CMU WALL REINF PER PLAN END W/ MIN 5-1/2* EMBED. FLOOR DECK PER ELEVATION ch NAMJNG PATTERN O= 0 PER ELEVATION ..2x4 24. PRE-ENGINEERED WOOD 2.4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12' O.C. iX2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL (-;-)TO EXTERIOR WALL SCALE: 3(4'=l'-0' 2x STUDS PER PLANS 2x STUDS PER PLANS DEL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d O 3' O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d @ 3' O.C. #e WOOD SCREWS tll�' NOTE: @ TOP OF FLR TRUSS STAGGERED UPPER PLY INTO M x 2' LONG @ 3' D.C.; 2x4 BLOCKING O EA. BRACE. STRUCTURAL SHEATHING OP 2X4 SUPPORTS ST. BELOW STAGGERED OFF TOENAIL INTO TRUSS W/ (4) 16d NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLIT ) CENTERLINE OFF 2x6; 3/4' AS SHOWN n1 2x4 BRACE @ 48- O.C. W/ (5) 12d V-4- MIN. FROM 2ND. FLR. FLOOR DECK IN NAILS O EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NI 8d RING SHANK NAILS O 4' O.C. MAX (SBT. OF FLOOR TRUSS (BT. 2X8IS FOR WALL 8' CMU WALL REINF PER PLAN AT IW O.C. AND.B' FROM END W/ MIN 5-1/2' EMBED. INTO BLOCKING 16d NAILS O WO-C. MAX SHEATHING NAILER) 1X2 FIRE -STOP PER ELEVATION FLOOR DEC 4. ��1� PER ELEVATION PER ELEVATION LLI HOW '08 NAILMG PATTERN 3 0 �Q5 PER ELEVATION N PER ELEVATION PER ELEVATION 2z4 P.T. CEILING 24 M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAM PRE-ENGINEERED WOOD MASONRY NAILS @ i2 Q.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. EVERY TRUSS (VERIFY 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/TRUSS PLAN) AT TRUSSES PARALLEL (VERIFFYwiTRUU3S SECTION DETAIL r:1TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR `� SCALE: 3l4'=,'-0• PRE-ENG FLOOR TRUSSES 6 SCALE: 3/4'=1'-0' PRE-ENG GABLE TRUSS - 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE -ENO AT FIRST TWO BAYS W-0' O.C. (AT Q PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24' O.C. NOT SHOWN FOR CLARITY) MAX PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8' GYPSUM BOARD OR 1/2' HIGH W/ 1/2' DIA. ANCHOR BOLT W/ 2' A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W/ 12) WOOD POST TO STRENGTH EPDXY W MIN- GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 28P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 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 SPH40R SPHB BTM 1/2'GYP. WL. BD. 0• AND TOP PLATE ANCHORS W/ 10d z 1 1/2' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10ds O EACH FILL ALL HOLES, DO NOT USE 3' 1/2'x9' WEDGE ANCHOR W/ Y WASHER SET IN HIGH STRENGTH TRU SS/VNOOD POST CONNECTION S TRUSS TO BE INSTALLED O 19-0' O.C. MAX. 10d x EPDXY 5-1/2' EMBED. MIN. O 16' 4 �-• 4 �� 4 /1� 1 VQ I VU 1 Vl. OC MAX SCALE: 3/4'=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL _ 8 TRUSS TO POST CONNECTION SCALE: 3 4'=1'-0' . A - SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. • ! B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C . 2-PLY-SIMPSON VGT/HDU4 U <4566 LBS VGT TO TRUSS W/ (16) 1/4'x3-SOS, (1) 5/8" A.T.R. TO HDU4 AND (10)1/4' X 2 1/2' SOS TO POST TRUSS CONNECTION L.B.W. CONNECTION Man `tea V SCALE: 3/4'=1'-0' A8B - SIMn ABU44Z POST RASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 CIA. x 6' EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8. A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2' NAILS TO POST. A N C N I T N C T Group 441 N. RONALD REAGAN BLVD. LONGWOOD, fL 32750 PH: 407-7744i078 FAX 407-774.40TS www.abdesigngroup.mm AA y: 0003325 , L TING BY:GN GROUP ING INC.NT CENTER BLVD. E 1004ORIDA 336344186-2628886-2802 2X IQJEEWALL TO BRG. HT. SECURE TO CM) W/ 112 AS' ANCHOR BOLTS W/ 2' WASHERS SET IN FIIGH STRENGTH EPDXY • 24' O.C. (1' MIN. EMBEDMENT)-TYP. (2) 2X12 DBL STUD W/(2) SP4 (TOP • BOT.) 5' STUCCO BAND PRE-ENG TRUSS (STRAP PER FRAMING NOTES) (2) 2XI2 MDR WA-LITCH PLATE. ATTACHED WK2) MSTA-24 • EA. SIDE PRE-ENG TRUSS (STRAP PER FRAMW3 NOTES) MTL. DRIP EDGE 2x SUB -BAND - VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE DBL STUD W/(2) SP4 ENTRY SECTION -ELEVATION D. B SCALE: In'. I'-®' DRADGROUP A.B. DEOUPDRA.5439 BEAUMER BLVD.SUTAMPA. 3634PH: 88FAX: 802 DIT DF,PATE w08/03/20 3CALM 1/4"=1'-0" axe S3.1C F ROOF DAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS b 4' O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. OABIE-ENO m RooF �'- p ROOF WIND DESIGN PRESSURES NET(GROSS) ZONE 1 = 20.97 PSF (M97) ZONE 2 = 35.67 PSF (45.67) ZONE 3 = 61.06 PSF (71.06) 'A•=4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT- 0.18 ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2' 0.120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) Bd SCREW SHANK 2 1/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND NK 8d RING SHAGUN NAILS AT 6- O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. .. TOP & BOTTOM EDGES .. J_ Q Z W Z CD W Z =U U) O Z v cr Is - J Z le ZIT QU3 W 2 2 O NU W Z 00 Q U F U yS Z m W m Z a D. m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING _ mmm mm 6: 11 �1 11 BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS b W O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.O. TO BE STRUCTURAL GRADE CS, RING SHANK GUN NAILS b 12- O.C. IN FIELD or SO X 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.O.�LjN FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL. NOTES: ALLAGGREC;ATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE Siff SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND p1t0UOE6%AIR ENTRAINED CONCRETE EID'09FDT0 EARTH OfRWEATIER WOOD: ARCHITECTURAL, MECHANICAL ELECTRICAL, PLLNABING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS GAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN EXPOSED BE CHAMFT3iE03K. ON STRUCTURAL DRAWINGS APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 661 EDITION ALL fBXS OF CONCREfENETO ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKNG, ACI 318-1 C BUILDING CODE REQUIREMENTS CRIPPLERS SILLS. ETC., SHALL BE SOUTHERN PINE NO. 2OR BETTER.Fb- 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530.13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF I+ROMIlE84ALCONRNIM%IS POLYETHYLENE VAPOR BARRIER MEMBRANE Uf♦DE7EN15.P8$-ON{:�RA WFIBtE INDICATED ON CONTINUOUSRIE R MEMSIVE OLYESAND ELASTICITY'- 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE CDLD-FORMED STEEL STRUCTURAL MEMBERS 2DI1. ASCE 7-10 AND ABC SPECIFICATIONS DRAWINGS SEAR LAPPED B SPEED WITH 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 0.26 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. HAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6#1 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 #Z THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 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 Al85. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI W TRUSSES: WOOD TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHARS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESSGRA E LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLA"N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat 20 psf TOP CHORD twrtcaw veM 10 psf BTM CHORD-norrcaricurrer4 DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 Pat TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 pat w/ ND GYPCRETE) 10 pet BTM CHORD 5 PM BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10Psf BALCONY UVE LOAD 60 psf STAIRS UVE LOAD 40 PM WIND. DEAD LOAD SPEED -160 MPH3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pe1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf. BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50pst, PASSENGER VEHICLE GARAGES: 60psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO VERIFY COMPUANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SMALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF ZODOPO, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1567, TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIRCA71ON THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,DOD PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5 " STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACHSEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLIM SHALL NOT EXCEED S" W-PRIORTO TIE MOTION OF PLASTICIZER REINFORCING STEEL REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SMALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: IM BAR - 25' #6 BAR - 36' #5 BAR - 30' #7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO HOT GUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBUSHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE VM =1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF SOW PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 31W COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE 'M'OR'S'MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE N8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36. Fy s 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S. Fy - 36 k91 . 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 A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHAL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C84OR MEASURING NIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL CONCRETE TICKETS SHALL BE TM -STAMPED VHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOMED FROM NIE N WATER IS ADDED TO THE TAX UNTIL IT IS DEPOSITED IN ITS FINAL POSH NN MALL NOT EXCEED 90 MN UTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOM A 3- FOR CONCRETE CAST AGAINST MID P8GW8NTLY aPO.SEDTO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANDIORMATHER Mrr FORNAANDSMALLER 7 FOR#B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1-I? FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, snRRUPS CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPP14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPVWTCA BCSI i' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT. SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR SUCK FASTENERS FASTENER APf4iCATpN sVE TTPE A m AEMNMS / CATION SIZE TYPE ePACllx3 BENAPX4 Y /CONIC. CARE HABpENEDCOLL NALLttrz'EONO. S OK: -EDDOH1- SDNWYAbNC, tN'OIA NOWA91frA TAPCp1MASCMY FASTENER 3.� tt2'EM1E0. A'ENO pST,. It4'EOPE-T. 1TPT. SEE NOtEx CASE HABOENFP COIL NAE.t 1I1•lCrKi O'0.G STAOGEIEO WWDOWNDDlYF0.31ENED NTOMASONRY20NC. GANDEOOCD- TOW9FRYAMNC. tR'O WASHED EXPANSxw ELT M'OC a'EARED..e END 015l., YEWEDIST. wooweuox FT.sEE NOTEe cASEHAADENEDCq NAL1tQ'LONG. e•oc STAOGEAEO wwoownopwFAs ENED wrDAasoxanmNc. rETA s wwTO B11ca"c. CONTACT THIS ENGINEER REQUIREMENTS FOR SPACING E%T.BwINGDOOH Blx:x a,Pi, SEE NDTE4 (z)YtYDU. NO WASHER TAPCON' FASTNEB tYQC ttTENSE0, 6'EM. DIST.,t t?EOft DST. NIXl9EAARq WWD ALL TO CONIC. STAB t4^ EMPANSKKI NOC x'EMBED.f ENO W/WASHER BOLT DIST., 3'EIXiE OWT �Prwnmwaxx AFxztre• D.c HD asT TOSTEEICOL., SEE WMWpq�q 9TAee•DEPEO •EEDDE D44T 1IY NOTE4 1�STAAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS 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 EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND Zx MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE E I T R C T R ron 1441 N. RONALD REAGA SV. LONGWOOD, FL 32750mPH: 407-774-607 FAX: 407-774�07 MWW.abd631gLgroupAA Y: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. [5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138SS-2628 FAX: 8138862802 DRnrr w 08/03/20 SCALJV- MPIEET sN1 r TO L A ti