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99 2368-DESTIN 99 . FOR: • B ]I, HOR110N ALAuVQRKbHA'_, OL} s j FLORIDArit I, �sE�ty �` -'r�� • tSATIONA ' EC' RiC "ODE 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -Fwmm MMDNG CODE, RESIDENTIAL, A/C ABOVE LUM LAVATORY DATE DESCRIPTION 7M EDITION � A ( ) -Ail, LOCAL AND STATE CODES ABC AIR CONDITIONING mcM ADY ADJUSTABLE T N" ANT. ALTERNATE MIN LUMINOUS MEDICINE CABINET ET MANUFACTURER 8 24 19 ADDED 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/E9/19 ADDED STONE CAP NOTE TO ELEVATIONS DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 :OCCUPANCY -OCCUPANCY —RESIDENTIAL, GROUP R3 TYPE - VB -MOIL INTERIOR FINISH - CLASS B -BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH -EXPOSURE - B -1-sT°RY RESIDENCE - -2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL AND SPATE CODES AMP AMPERAGE MIN. BD. BOARD Mr. CL CENTERLINE MTD. CAB cABINEr MrL. CLG. CEILING N.T.S. CLR CLEAR O.C. CoxC. CONCRETE PL CPr CARPET PB. C.r. CERAMIC TILE PR D. DRYER PLY. DDOUBLE PI.YWD. DG.G. DUAL GLAZED Pp_PAIR DIM. DIAMETER P.T. MINIMUM METAL THRESHOLD MOUNTED METAL NOTTOSCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PRESSURE TREATED PG CS -COVER SHEET PG Al_ GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" FRONT & REAR 5 12 PITCH) (/ PG A3D-ELEVATIONS "D" LEFT & RIGHT (5/12 PITCH) PG E1-ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PC Di -DETAILS PG D2-DETADS 10/14/19 UPDATED LED LIGHTS PER D.RHORTON 12/04/1 ADDED SEPARATE ELECTRICAL DETAD3 PER D.R. HORTON 01/27/20 ADDED SIMPSON CONNECTORS I.L.O. USP 07/14/20 CHANGED ROOM NAMES PER D.R. HORTON 12/01/20 MADE REDLINE CHANGES FROM END. FOR 2020 CODE CHANGE 12/01/20 BAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/19/EI REPATHED ALL XRBP9 FOR 2020 FBC CODE CHANCE DIM DIMENSION R. P. DISDISPOSAL RAD DP. DEEP R.A.G. DR noon REP. DS. DOWNSPOUT REF DTL DETAIL Ro R RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS -STATE OF FLORIDA SQ.FT. CALC.rS PROFESSIONAL ARCHITECT: D.w. DISHWASHER s.c. EA. EACH S.D. SOLID CORE EXTDR SMOKE DETECTOR PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS ROLAND A. ABOUCHACRA AR No. 93723 ELEv. ELEVATION S.H. EQ EQUAL SHT. EXILXT EXHAUST SHWR. EXT. EXTERIOR SFIWR. F.G./FX. FIXED GLASS SIM. SINGLE HUNG SHEET HING SHOWER SHOWER SIMILAR PG WA8-WALL ASSEMBLY DETAILS A.H. DMGN GROUP, LLC. L.IVMG 2,312 SQ FT GARAGE (ELEVATION D) 538 Sa FT. F.G. FUEL GAS SL FIN, FINISH SL. GL. FLR FLOOR STD SLIDING SLIDING GLASS STANDARD 1441 NORRTIR'RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 ENTRY 50 SA. FT. COVERED LANAI 201 SO. FT. FLUOR. FLUORESCENT Sws F GDR FOOTING TEMP. SHEAR WALL SECTIIEO�DGLASs Tel: (407) 774-8078 TOTAL 3,16-1 $a FT. GA. GAUGE GAR. DISP. GARBAGEDIS"M. TT.O . THICK TOP OF CURB Fax: (407) 774-4078 G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.G.S. GL. GLASS TYP. TOP OF PLATE TAB TYPICALYPICAL STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG 31.1A-DETAILS PG S1.2-DOWEL PLAN PG 31.2A-DETAILS GYP. BD. GYPSUM BOARD U N.O. UNLESS NOTED RB. HOSE BB OTHERWISE FHDP_ HEADOW ERcoRE W.V.WArSHER o ooF HOT. OR III HEIGHT W/ WITH INSUL. INSULATION wD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDw w,TI W1. WINDOW WATERHEATER WROUGHT IRON PG S2-LIFT BEAM PLAN PG 32.IA-DETAILS PG S3-FRAMING PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.IC-ENTRY DETAILS PG SN1-DETAILS PG SDI -SOFFIT DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE %BEEN GENERATED FOR UNCLEAR ASPECTS OF THEON m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 W W W.abdasigngroupxom AA #: 0003325 01 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�86-2828 FAX: 813-886-2802 SU13DIV. do LOT: SILVERADO LOT #15 BLK. #10 PROJECT 03719.006-15102 MODEL.• 68- OARAOE 811INO: RMHT PAOE: COVER SHEET MPH B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. 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 ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/.' PVC (SCHEDULE 40), INSULATED WITH ''/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R3012(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE NTH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L. FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESWrANT 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 CEILNNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N I T R C T S GIFXso n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134M-2628 FAX: 8134U86-2802 SUIBDIV. & LOT SILVERADO LOT #15 BLK. #10 PROJECT 03719.00 -15102 MODEIt 8- GARAGE SWING: RTGHT PAGE: GENERAL NOTES 150 PH JW. B I'-4%- 4'-4' 36'XI2'PG 25-84 25-SH 25-8H PGRE M - 0 - - - - - - - - - - - - - -- -- r — — — — — I I 2_0.1 S I BEDROOM I W.4.CL6 12,_0. COVERED LANAI 9'-4' CLCx M :o T 3 ? 9 BEDROOM V-4' QA in - 1 TO W-0' I I I L-------•J= I I e080 SGD. 1 - T 0 _ It v 0 I NICHE GLASS O F M tU? 224' TEMP. GLB. I I 9'•4' CLCL opt 42' POME- WALL S Ab I I I m I I H 24'-1' 10'-11 AT I I GREAT .v I I in ' 1 a iv Y '•4rCLGv 1 6 3 I ROOM V-4'�• TRAY CL5. TO m' 0' m I 111, I I I� X I i0 I i 0 I II • 6 I I • N 10 0 v r s a45LVE I v j 2 1 W.I.C. ---- ISH ------J I 1 I L------- I A I I I 9 KITCHEN I 9'•4'CLG I ii j i19 9 6'-4' 3'-0' 2'-4' `T 8'-6' O BEDROOM 2 %'-4' CLG O 3'-2' b'-2' I e I I 4'-0' INNING 6 v y I I Y iii A i A. ifli z 9 :ems, "• i i `7 e Q m PAN, 58H ROOM 9.4' CLG. v a ® '� F-----1 54'X22' y _0' MT I I JJ WH 2XI0 TUB 9'-4' BATH e 2 in CLG. I II M BOT OF HDR• 8,_m. I L-----J 14, 6' ATTIC ACCESS 51•0' PRE- o PLUMB 4-3' I'-8' 1'-2' � n �( ------ 'L' \95' 9 FOYER 9'-4'CLG e - 1'-8' -2' ap = 0' 4'-0' 9 GARAGE 9.4' CLG 0 R.HB S.L. 28'-4' BEDROOM ro 2 - 9.4' CLG s ENTRY 121-V CLG 25-514 25-514 16'-0' X 1'-0 OH. 8'-0' X T'-0' O.H. EGRESS 3'-Y 3'-10' EGRESS b'-4' I'-4' 16'-0' -8' 8'-0' 1'-4' W-4' 28'-4' b'-4' 48'-0' FLOOR PLAN SCALE: 1/4' • P-0' FLOOR PLAN NOTES - ALL DR"ENSIONS ARE FROM FACE OF T V BLOCK UJALL (OR EDGE OF FLOOR GLAD) TO FACE OF WALL STUD UND. - ALL NTERIOR WALLS ARE 3 V UNO. DRYER VENTED THROUGH ROM (VTR). NOT SCREENED. - AIR COMPRESSOR SET ON 44'X44' POURED CONG PAD. PAD BEGINS •' FROI'1 EDGE OF STRUCTURE. - SEE SHEET CAI FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT I TERRUPI'ER - ALL FULL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENINGS ARE %FEAR WALLS. SQ.FT. CAM'S LIVING 2,312 80. FT. GARAGE (ELEVATION D) 538 50. FT. ENTRY 50 50. FT. COVERED LANAI 201 80. FT. TOTAL 3,161 SQ. FT. NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID EXTERIOR MASONRY DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. WALL BIeG. HEIGHTS - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT 9'-4' BRG. LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'Xb'X35-1/4' LOW WALL 2'Xb' STUDS • 16, O.C. W/ 1/2' DRYWALL SHIM AND SECURE COUNTER TOP ES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN JBAR REINFORCING Q4 4 BRACKETS AS ABE BASE B C NECESSARY. m� x BAR DETAIL A SCALE: NTS COI!'018R AN) CLADDND YIID LOADS B19C TAD F)ffOBIAE FDR 88ECO10 alEl8 O 9mm SOm ME 0WHINDW MWU ANDTIIPE FOOTAGE MIN. WINDOW 3 5 243/-32.5 CRITERIA EXTERIOR SWING 213 5 23.1/-30.1 DR MIN. CRITERIA SGD. MIN. 12 5 212/-263 CRITERIA 16010 O.W.D. 112 5 203/-24.S 8010 O.W.D. 56 5 21b/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=11, EXP.=B, MEAN ROOF HT. - 14'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMM DA76 011110 A R C H I T! C T! Grou0L� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81"86-2628 FAX: 813-986-2802 .04 9UODIV. A. M-7 SILVERADO LOT #15 BLK. #10 PROJECT 03719.00( -15102 MODELS 236 — GARAGE SITING: RIGHT PAGE: FLOOR PLAN 15 PH EXP. B r"xa)n'r 7/09/21 DATE: SCALE: 1/4„=1'-0,• aaEET Al ---------------------� WINDOW \ RAISED STUCCO I BAND WINDOW I RAISED STUCCO I 5' BAND I I 5• I I I I I DETAIL DETAIL I\ A SCALE: i'• 1'-0' B SCALE: 1'• I'-0' -- — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - RAISED \ \ STUCCO BAND SIDE ENTRY SIDE LITE DOOR LITE 7n 4. I I 5 5 I I I I r-, r ------- I I I I I I \ C SCALE: I'• I'-0' � \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — IDECORATI VE \ ELEMENT I II' 11' I I I I I I I I 0 I I = I I _ I I I I I I I I I D DETAIL RAISED s \ STUCCO q' BAND 5 I F I I Gll DOOR I DET \ AIL E SCALE; 1'. 1'_0' 1'5'-S' RI _ I-GT. FRONT ELEVATION-D TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION AREA 0 F ATTIC = 3164 SQ. FT. I,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 = .5X 1518.72 - 759.36 SQ. IN. ;OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 759.36 /115 TOTAL# OF VENTS REQUIRED = 6.60313 TOTAL#O F VENTSPROV I DIED = 7 I, SO FFIT VENTILATION AREA SQ. IN PER 11.736 LIN EALFOOT 759.36 /11.736 TOTAL LIN EAL FT OF SOFFIT VENTING REQUIRED - 64.7035 LIN EAL FT OF 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF W ALL TO EXTERIOR OF WALL, NO OVERHANGS IN CLUDEO) -------------\\ FOAM I I I I I I DETAIL �\ F SCALE: I'• I'-0' � 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-82 2802 BVHDIV. Z L.OT SILVERADO LOT #15 BLK. #10 PROJECT 03719.000-15102 MODEL: GARAGE 811111MG: RIGHT PAGE: FRONT & REAR ELEVATIONS D' 1%15ftPH D7t'1Ea 7/09/21 SCALE: 1/4"=1'-0" 811EET A2 D 611I11GLE� ROOF OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT -- — - — - — - — - — - J, 12'-S' BRCs. HGT. -- _ 9'-4' Esf3s. HGT. Fl:-:1 O m. TEXTURED 9 FINISH c0 0 -- - ------ — - — - — - - - — - — - - - ----- - - 6 m'-O' FIN, LEFT ELEVATION-D SHINGLE — ROOF �� OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT — HGT. m ■ FOAM 2--p- GAP TEXTURED STONE TEXTURED 0 FINISH VENEER FINISH �0 0 s - — - — - — - - — - — - — - — - — - - - - — - — - — - — - - — - — - — - - — - - — - — — - - — RIGHT ELEVATION-D A N C N I T I C T 8 Design GrouP"LLG 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813566.2.2- FAX: 813-886.2802 avHDIV. & LOT SILVERADO LOT #15 BLK. #10 PROJECT 03719.006-15102 MODEL- 8-D GARAGE STING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS „D,. 1 PH PRIN DATET 7 09 21 SCALE: SHEET A3 D ELECTRICAL LEGEND SYM. DESCRIPTION dT TANDARD SWITCH -WAY SWITCH tl►' WAY SWITCH y� TMMER SWITCH HS BUTTON ISCCNNECT T14EIRMOSTAT MGLE RECEPTACLE (125V/20-AMP MGLE POLE) IOv DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT TERUPTER) 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 21VV RECEPTACLE (4 WIRE CONNECTOR) -Q EDUCATED RECEPTACLE JUALL MOUNTED LIGHT ILING MOUNTED LIGHT ANT LIGHT LOOS LIGHT L SCONCE PRE -WIRE FAN WITH Q. LIGHT 11 CFM PER SFT.) ag3 BUILD LIGHT FIXTURE 8P3B WILD LIGHT FIXTURE mnoon BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN PER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) x MLLIVI ll O CE68 LIGHT • BOB LIGHT (VAPOR PROOF) OILING MOUNTED LIGHT WITH J-BOX R OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) Vy I-Q -BOX (WALL MOUNTED) (CEILING MOUNTED) ILI MOUNTED FAN B T FAN (I CFM PER SO. FT.) E JACK 1-0 OKE DETECTOR (WALL MOUNTED) Q OKE DETCGTOR (CEILING MOUNTED) ® X I IME6 ® OUTLET TV JACK -E PORT • LOCATION OF TV J OUTLETS 4 PANS TO ISE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 1 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION (2020) 4 NEC 210.12 2011 • 220 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5O CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MISO13 POOR 1th EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR I h ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FDCR 1TH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENER^SY EFFICIENT TYPE PER FBG. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020, 1th 1 I I I I BEDROOM I 1 I I I I I I PRE -WIRE \\ � FOR CLG FAN I ,I L — — — J / I— �/BATH 1 J{` W.I.C./ I I BEDROOM 2 Q� PRE -WIRE \ FOR \ CLG FAN \ 1 I M � � C0 -�/ PRE -WIRE FOR / CLG FAN I I 1I NY VV r---O - - - - - - - - --I ® SD/C I / I I / I / I I / I I � I I � I I 1 I � GREAT ROOM ct JUII1cTION BOX TINDER / \ COUNTIER FOR PRE -WIRE I D.W. FOR \ CLG FAN \\ rt I \ I I \ I \ I 1 \\ ri ------------------ 1 \I I DINING \1 ROOM / I OPT. DINING j I FIXTURE-,1 1 / I ( °'0/CO .�l1I® n SD // IF d) i SD (FOYER \ SD I I \\ � � / BEDROOM / OD 2 � 1 WP pGFl V \ LLE E-W PRFORIRE ENTRY I U I CLG FAN I UP �� r7:::� I POND; I I /I L—\ J P / PRE -WIRE / FOR / CLG FAN I CAFE 1 ut I L -- 4'-0' I, 5'-I0' %hhT Q 'TOP Y z W. 1 D. GFI• GFI• GPI• '\ 44'AF4r '44'AFF. 44'AFF. \ L- LIGHT 4 PRE \ SWITCH IN PLUMB \ L.T. ATTIC 1 ACCESS ------------- I GFI CLG.($ GFI CLG OUTLET GARAGE OUTLET / OUTLET FOR IRRIGATION TIMER ELEC. FOR HOOD/ MICRO ASV. I 1 I 9 I I I• ii � ___---- I i I 1 LED LIGHTING @ DOUBLE LAV. BATH I LED LIGHTING @ SINGLE LAV. BATH 2 LED LIGHTING @ SINGLE LAV. BATH 3 PROVIDE 3 2/0 CU, I % CU GNO 2" CONDUIT OR PROVIDE 3 4/0 Al., 1 V AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT OVERMAN 200 AMP ELECTRICAL R15ER NOT TO SCALE. �— G GENERAL NOTES, COMBINATION 200 AMP ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE 120R40 VOLT I PHASE LL SHALL COMPLY WITH ELECTRICAL F'ROVI6IONS OF M SWITCH AND SWITCH AND MLO O THE FBCR 1rH EDITION (202mL LOCAL CODER, AND ELECTRIC PANEL ALL LOCAL POUTER COMPANY REQUIREMENTS. METER IN NEMA S. ALL CONDUCTORS SHALL BE TYPE THFRUTHUN 7910AD 3R ENCLOSURE WLEGG NOTED ar ERW6E. mcm IELEP110NE CAEVI EmrRA E TELEVISION E E POWER COMPANY SERVICE ilpm EOIIPME7f EtIRANCE TRAPIBFOR'1ER Eau1PKNT INTERSYSTEM EONOW. TER'INAL AT r•.�eno LOW VOLTAGE 00"CTIONS PRE-WIRH ------ FIRE -WIRE PRE -WIRE OR FCOACH FOR COACH FOR COACH LIGHT LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4'. P-O' PROVIDE 200 AMP, 120/240 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE. PROVIDE 3 4/O COPPER (CU) IN 2" DIA SOIEOULE 80 PVC CONDUIT OR PROVIDE 3 V/0 ALUMINJ'I (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED EY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 -4 CU SERVICE GRgND CONNECTED TO CONCRETE ENCASED FOSTER STEEL PER ELECTRICAL P'ROV161ONS OF FOCR 1TH EDITION [2D2m) 6/6" DIA X S FT LONG COPPER CLAD GROUND ROD A R C R I T E C T S 5 GroupLn. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813,886-2802 NBUHDI SILVERV. deADO LOT: LOT #15 BLK. #10 PROJECT 03719.00-15102 MODEL' 236 - GARAGE OWING: PAGE: ELECTRICAL PLAN 150 MPH E . B 2'VTR 2'VTR / /t 2'VTR �/11/2' I 2. r a� 2I LAV ' TUB, f SHM WC 3' �r\SHU1R AVILAV 3' 2'VTR I � TUBJ LA 2- I KITCHEN I SINK W/ 3' ,I 2' AUTO VENT 3' 2. 3. n 3' OPT l m NOTE: ALL PVC PLUMBED TRAPS TO ARE TO BE 'P' TYPE. MAIN 'S' TYPE AIRE PROHIBITED. PLUMBING RISER SCALE: NTS PLUMBING PLAN SCALE: 1/4' . I'-V A N C N I T F. C T 6 6 GrouS02 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W ww.abdmigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 FAX: ...2.02 aysnly & Lor. SILVERADO LOT #15 BLK. #10 PROJECT 03719.005-15102 moaEl. 2 68— GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 150 MPH . B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC NTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR NTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE .RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A PANTEC14 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOSE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM ? y AIR RETURN SUCTICN AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB ? REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL SECURE STRAP TO CCNC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSM WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB '8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FIN. GRADE OR PAVING nlMEQUUIRE0 SPEC. 'xa' CONC. ING OR ENSION TO SOIL WASTE AS FLOOR SLAB CLEAN -OUT (TY�P.) NEXT. GROUND CLEAN -OUT (TYPN) MECHANICAL PLAN SCALE: 1/4' • P-O' LLC. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdwigngroupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813386-2628 FAX: 8134BG2802 SUISDIV. & LOT. SILVERADO LOT #15 BLK. #10 PROJECT 03719. 00t 15102 MODEI2 2368- GARAGE 8TrMG: RIGHT PAGE: MECHANICAL PLAN 15 PH ft. B ppEERR pp��RR 2X4 TOP PLATE PLC 7 '� "Y PRE -PAS TRUSS II CLG. BOARD _ I/2' DRYWALL SECURE BY — PLATE TO SLAB W/ 10d NAIL 32' O.C.MASONRY MAX FIIIL FLR 2X4 WOOD STUDS e24' o_ SLAB ryV I C: 01 UVv IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (I)TYP. INT. WALL ( NON— BRG. ) SCALE: 3/4'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR 905A. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I1-0. TYP. O.H. 5/8' GYPSUM Ef 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 2a PIPE THROUGH BOND BEAM SCALE: 3/4' - I'-O' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION ---R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES I: SPECIFICATIONS r I /REFERENCE , / STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLR1 — m n W/ WINDOW OPENING ti FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION$ VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 *lTH EDITION, SECTION R301.13 AND 16095.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 NTH EDITION IS e4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. :v[ RiR ens L!e 001041111t DEAD FOR II&TIFNICTIAVAL CELL AS PER rw4r.) PRDOYfR eALV. aTEEL *—aAMEAD DOOR APPROVAL REI VlRTICAL TRACK 1' eY OT ERe eY l MA. SLIDE /AOTOND TO SLIDE TRAM ORADKl10 OM W/ PRODUDT APPROVAL Ira 28 GAS LINE THRU BLOCK r3'� GARAGE DOOR JAMBS _ .— SCALE: 1 1/2'•I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 805.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLP-0 8' CMU —2X4 SPF 24' O.G. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS cx PRE-ENG WD. TRUSS CONT. 2x RAT RLIN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION Ir \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL .Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBI 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Ril 0'-0' FIN. FILM L-4 ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING TYP. WALL SECTION " NO OPENING NOTE: r5�1—STORY GABLE BLOCK WALL METHOD BE USED FOR THE INSTALLATION OF ROOF SCALE: 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4669 TYPE III OR TYPE IV UNDERLAYMENT. A R 6 N I T 16 T i 6 Gr upo- . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdsaigngroupxom AA S: 0003325 10 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134886.2628 IIIN FAX: 813-8862802 9UBDIV. & Lo SILVERADO LOT #15 BLK. #10 PROJECT 03719.00 -15102 MODEL: 236 — OARAOE 191/111/ PAGE: DETAILS 150 JLPH Ey. B YlilJNW '] 09 21 DATE EICAL.E: 1/4"=l'-0° SHEET D1 10H. 2X6 P.T. • CENTER OF DOOR HEADER SECURED V (U 1/2' X V J-BOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X VV WASHER 4 NUT OR W/ (2) 10' X 8' ANCHOR BOLTS W/ 2' X 2' X V6' WIA64ER 4 NUT IS R SEGUE 2x4 TO MILK W/ O V4'TAPCONS I IR' 4- END D DIET, I I/2' EDGE DIST. o� W GARAGE DOOR Bl1O SECURED 15 I.T , W X V J-VOLT OR ANCHOR DOLTS, W/ 4' MIN. EF®EDMIDJT, W/ 2' o X 2' X LoW WASHER 4 NUT. (1)WITHIN V OF TOP, lU WITHIN V OF T14t DIM, 9 (3)EVENLY SPACED. m O 1B NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANURACTWER'S INSTALLATION INSTRUCTIONS WHERE MICH NATINJCTICNA ARE MARE ATRIW EW GARAGE DOOR r1BUCK ATTACHMENT !GALL, V/•I'm --MU IR' I'X4' P.T. DOOR DOOR L Ix4 P.T. OR 5/4'X4' MIN. SECURE THOU FRAME 4 EMEND 1.1/4' INTO NAILER BLOCK IW 3/16' TAPCONS CASING (MIN. SHANK SIZE 141, MIN. HEAD SIZE 300 MIN. EMBEDMENT I-V4' WITHIN 8' OF EACH END JAMB OR WINDOW 4 IS' O.C. MAX SPACING ATTACH TO 2X PER M~ACTURES DETAILS, NOTE: 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" ( NDDON TO BLOCK +3/4" OR +5/4" 2X4: 111111111 SECURE TO BLOCK W/ 3/16' TAPCCNS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN a, or EACH END 4 0. O.C. MAX SPACING. 2X6: SECURE TO BLOCK WIM 3/16' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD 61. 300 MIN. EMBEDMENT 1 1/49 8• CI'wl WITHIN V OF EACH END 4 IV O.C. MAX 6PACING. IR' DRYWALL 2X8. ® I'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING (MIN. 814ANK SIZE .145 MIN. HEAD 61% 300 MIN. EMBEDMENT 1 114-) WITNIN V OF EACH END 4 B' OG. MAX SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" r111INDDB TO BLOCK +1 1/2" 2X4 SECURE TO BLOCK W/ 3N' TAPCONB (MN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN, EMBEDMENT 1 1/4') UT14IN V OF EAC44 END 4 W Or- MAX SPACING. 2X6: SECURE TO BLOCK W92) 3/16' TAPCONS (MIN SHAW SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 8' CMU 4 IV O.G. MAX SPACING. V2' DRYWALL 2X8: ® SECURE TO BLOCK a I'X4'P.T. WK2) 3/I6' TAPCONS NAILER (MIN. 664ANK SIZE J45 VI6' 0815 X 4' MIN. MR HEAD SIZE 300 MIN. EMBEDMENT 11/4') DOOR CASING WITHIN V OF EACH END 4 18' O.C. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE$ DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 15/16" n=DW TO BLOCK +1 15/16" 2X4: IIIIIII 65CUFM TO BLOCK W/ 3/16' TAIRCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1,149 UT14IN V OF EACH END 4 16' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W92) 3/16' TAPCONS 3/16' TAP'CCN M51 1-1/4' (MIN SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MN. EMBEDMENT 1 1149 WITHIN V OF EACH END 8' CM 4 19' O.O. MAX SPACING. 1/2' DRYWALL :X8 ❑ SECURE TO BLOCK I'X4' W/(2) 3/16' TAPCONS P.T. NAILER MIN. 644AW SIZE.HD DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 IV O.C. MAX 6PAI--W. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +2 1/4" r11FINDDF TO BLOCK +2 1/4" 2X4: m SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 18' Or- MAX 6PACNG. 2X6. m SECURE TO BLOCK WK2) SAW TAPCONS (MN. 614ANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 1/41) WITHIN V OF EACH END a. cm 4 IS. O,C. MAX SPACING. IR' DRYWALL 2X6: SECURE TO BLOCK I'X4' W/(2) SAW TAPCON6 P.T. NAILER (MIN. SWANK SIZE .145 MIN. HEAD SIZE 3O0 DOOR CASING MIN. EMBEDMENT I I/4') WITHIN V OF EACH END 4 1V O.C. MAX V"'�NG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURED DETAILS. NOTE, SHIM AA NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" / � Tltlxnow Tn aT.ncr +g" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMIDEDMENT 1 1/49 WITHIN V OP EACH END 4 18' OG, MAX 8PACMG- NOTE: STRUCTURAL 2X MUST BE 2)(6: = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3A6' TAPCON6 3/16' TAPCON MIN. 1-1/4' (MIN. 614ARIK SIZE .145 EMBEDMENT INTO BLOCK MR. HEAD SIZE 300 MIN EMBEDMENT 1 1,14')-Lr 8. CMU WITHIN V OF EACH END 4 W O.C. MAX SPACING. VJ' DRYWALL 2X& 19® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR C.b,SR4Cs (MIN 6HANK SIZE J48 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN V OF EACH END MEMBER WK2X2d WITHIN 2ND 2X SECURE TO STRUCTURAL 8' OF EACH END 4 6' TO 8' O.C. MAX 2X4: m SECURE TO BLOCK W/ I'," TAPCONS (MIN. SHANK SIZE J49 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 2X6: = 6ECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE JIM MIN EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 2X8: CM SECURE TO BLOCK WK2) I/4' TAFCONS (MIN SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END 418. O.C. MAX 6PACING. V cm ❑ 112' DRYWALL PX4' P.T. NAILER 1/16' OAJ6. X 4' MR DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/16" `��011 TO BLOCK +3 7/18" 2X4: SECURE TO BLOCK W/ 1/4' TAPCONS (MIN SHANK SIZE J45 MIN. HEAD SIZE JIM MR EMBEDMENT 1 1/4') WITHIN 8. OF EACH END 4 IV OG MAX SPACING. 2X6• 0110 SECURE TO BLOCK WK2) I/4' TAPCONB (MIN' SHAW SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 IV O.C. MAX SPACING. 2XS, 1=1 SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN. MAC) Giza 300 MIN EMBEDMENT 1 1/49 WITHIN V OP EACH Elm 4 IV O.C. MAX SPACWYS NOTE. STRUCTURAL 2X MUST DE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK LY V CPU 112' DRYWALL ❑ P.T. P.T. NAILER I' P.T. X 4' MIN. r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" r11fINDOW TO BLOCK +3 3/4" l�!! Rr A 8 C R I T E C T 8 5 GroUSJOK 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W ww.alulmigngroup.com AA 8: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 SEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 OU33DIV. & LOT SILVERADO LOT #15 BLK. #10 PROJECT 03719.006-15102 MODEL' 3 8- GARAGE SWING: RIG PAGE: DETAILS 150 VV EXP. 21 PRINT 7/09 21 DATE: / SCALE: SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.2 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUM COMP. WOODCONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10532.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/32/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 1Z/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. Mr. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'4' SWINGING Mr. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.2 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE:05/05/2021 A RCN IT ICT✓t GrouOLn. 441 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774�6078 FAX: 407-774-4078 W .andesigngmupxom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 SUHDIV. de LOT SILVERADO LOT #15 BLK. #10 PROJECT 03719.001-15102 MODEL. 368- GARAGE 8t11ING: PAGE: PRODUCT APPROVAL LISTING 150 ANH E 21 PRIN DATET 7 09 21 SCALE: SHEET D3 PREFORMED CONTROL JOINT'S NGE FLAOF CONTROL JOINTS Td DE WIRED TIED TO LATH R W ' O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ X LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED • T' OG MAX VERTICALLY i' THICK, 3 COAT CEMENT \ PLASTER \ WRB LAYER 4, PORTIFIBEM BUILDING. PAPER APPROVED METAL LATH FASTENED 01' (VERTJ O.C. MAX AT SUPPORTS URRB LAYER R, STUCCO WRAP UOOD SHEATHING LATH 6HALL BE CONTINUOUS THlliCUGH JOINTS BUT BE 6TOPPE0 AA TIED AT EACH CI063 PROVIDE 2X4 BLOCKING PER ASTM \ PLACED FLAT MAX 6' TO 6' FROCONTROL JOINT WaENI \ CONTROL JOINT FALLS ON IiFROMASTENEIRS FOR LATH TO BE NAILS OR- i / STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM C063 r 2. WIRE TIES TO BE (NO. IS) 0ID415' WIRE / 3. BLOCKING. SHOWN MAY SE IN ADDITION \ TO WALL STUDS MO URED PER PLAN O"M" TYPE CONTROL JOINT o"No R owe OL FOLD 1'L1A11D • PT. A O L.OLD I4La.IR2 . PT. A ® 2. CRAM • PT. 5 TOLD 16 OI T. A eRlAIRp • ® L RLLD INWAItlJ • R. A nA 2. alcnee . PT. 5 2. cleAee • Pr.S A A CIR2A4e • PT. a FOLD PT. C OVBR F.T. a TILL PT. C,10111 O ® 00TTOIt FLANOe 45 .TY 50TTaM 14N10e -.—T— MA1- ROD. 12Q RlmpR. i TROK 3 GOAT CEMENT PLASTER (NRAMV.. N' 2 COAT NFL APPROVED WILDING URRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL T ENDS) A • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WTN FORTIBER SHEATHING TAPE rMe LAP. MTAI LAN / \ LATH VERTICAL LAP TO BE I' �n IT METAL LATH URS LAYER R, STUCCO WRAP MN P Y / WRB LAYER 4, FORTPISER/ BUILDING PAPER 2 SCALEr'1 IQ o-O' SIDE NOTE, OF METAL I'LASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WTN D0415-IN (121-MM) WIRE AT INTERVALS NOT MORE THAN 8' (22S-MM). AS PER ASTM COGS. ® KIC KO UT I�REPAIR OF TEARS N B LAYERS, TEARS DETAIL MAY BE PATCHED E WRAP TAPE PER M PER ANUP. SPEC. OR PEEL 4 STICK r—UM LAYER 4, FORTIFIBER OIUILDING PAPER (Pwm pin r—WRS LAYER R, STUCCO WRAP(FI•AMR p Y, r-L I.ATpab Q SYLDf1D RI1,%P &Am N 44 M-*" RTOP �p Ne,Af1C aR p„ IDa2WaDR ft6 eALL PLAewlals F.-° KICK A-agT R.wm (RC< L -"TM TGHT R!AL (5B0 OR D + WUMt Da t10T aR, N V F1lGA ueAP R.OD6MW AT 507MM OF ICLT s um" RnmwAacrO & z s ]' THICC 3 COAT CEMENT PLASTER METAL LATH EIM LAYER 4, FORTIFIBER BUILDING PAPER UM LAYER R, STUCCO WRAP - INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMNG WITS LAYER at STUCCO WRAP WINES LAYER •2, POFITIFISER BUILDING PAPER METAL LATH W.W SELF -ADHERING MEMBRANE FLASHING OVER 4'a4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLA6HINlfi TO EXTEND ONTO PIPE CONT. BEAD OF SEALANT TALL APPROVED HOUSEWRAP AIR ILTRATION DAMW1ER OVER Liz SHEATHING SECTION PER S CTI EL115tr error is RM—To rMM Iii E2Herior use f poNand cement plaster shall ..ply fth the application requirement of ASTM C 92618b. Installation of exterior lathing and framing ffirell mply aM ASTM C 10831811, or ASTM 1787, 4'x4' SELF -ADHERING MEMBRANE 6. FLASHING (COMPATIBLE HIOUBE , WRAP MATERIAL) OVER APPROVED HOUSE UWRAI'. FLABNING TO EXTEND ONTO PIPE OD WO8TUD5 R I' OLESS PIPE 6'xi SELF -ADHERING MEMBRANE PENETRATION I FLASHING (COMPATIBLE WV HOUSE SHEATHING ` .'. 6E�ADH E RRM )MANE , PLAS14NG OVER APPROVED SUILDNG —'I��' .. i.... R-AS1gNG_TO EXTEND ONTO PIPE PAPER STUCCO CUT AND OVERLAP ONE SIDE OFF SELF -ADHERING MEMBRANE FLASHING ,STEP 01 WOOD SHEATHING% OR CMU WRE5 LAYER 01, STUCCO WRAP (FRAME ONLY) ¢' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRE6 4 TAPE OVER ROOFNIALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CUT AND OVERLAP ONE SIDE OF 6ELF-ADHERIN0 MEMBRANE FLASHING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -111611 ZIP WALL SHEATHING SELF-ADHE61VE FL,45HING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-a4l-14a, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A E C N I T E C T 8 Grou0Ln 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 A DRADBY,:A.B. DEOUPDRAC.5439 BEAUMER BLVD.SUTAMPA, 3634PH: 828FAX: 802 SVHDIV. ae LOT SILVERADO LOT #15 BLK. #10 PROJECT 03719.00t-15102 MODEL' 368- GARAGE SWING: RIGHT PAGE' WALL ASSEMBLY DETAILS 150 MPH EXP. B INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES. 3. TOP X VENT CAP IS TO BE SET IN BED (. OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT 1 WATER AWAY FROM JOINTS. 1 X,_E-Z BEAD ALL AROUND r VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS I- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4 CAULKING • JOINT ALL AROUND I I PER SECTION R703.7 Exterior lathing and plaet6ring Exterior use of Portland cement plaster BACKER ROD shall comply with the application x, requirements of ASTM C 92&18b. .k- Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, orASTM 1787. WRB LAYER 1, STUCCO WRAP I HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL. LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) r SHEATHNG AYERO WAP AYEFORTIFIBER ING PAPER coeDTucnoN —METAL LATH aCMU VINYL CASING BEAD 6' RAISED BAWD 7G' To V MID -WALL IIPCP MCCCI'] 6' WDE STRIP SELF ADHESIVE FLASHING., GLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) UJRB 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 RI / ASTM C-S4'1-14a, MIN. 2.5 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 a TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ri APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP B WRLAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT --Yd TO Ye' MID -WALL WEEP SCREED WOOD CONSTRUCTION RUCTION SELF-ADHESIVE FLASHING a cMu 1 WOOD FRAMED WALL HORIZONTAL WEEP SCREED a (FRAME TO FRAME) ELEC. METER FIELD VERIFY LOCATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM --Al '�R 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 HOUSEWRAP FOR BOX INSTALLATION WRB LAYER fl, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 10, FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER -1, STUCCO WRAP UIRB LAYER -2, FORTIPOER BUILDING PAPER METAL LATH FASTEN TO WOOD STRJCTURAL MEMBER • T' OG. MAX CX FP KI Cn1ALL 6' WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYNG 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 B' WRS LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 STEP #2 WRB LAYER •I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING 9 GRADE 'D' FELT MEMBRANE FLASHING _ OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER STEP 0.4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP #5 STEF #ro nELECTRICAL RECEPTACLE /�ivIuNLLC. � 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813888.2628 FAX: 8134886.2802 SUHDIV. !e LOT', SILVERADO LOT #15 BLK, #10 PROJECTif 03719.00 -15102 MODEL' GARAGE ®WINO: RTGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 2 DATE 7/09/21 SCALE: 1/4"=1'—O" SHEET WAS WOOD SHEATHING UJRB LAYER 9, STUCCO WRAP WOOD WIRE LAYER Q, FORTIRBER CONSTRUCTION BUILDING PAPER W HAT CHANNEL J' THICK, 3 COAT CEMENT Uft' TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING ``� a• POSITIVE DRAM � � uccP ArFlccn WRB LAYER 01 STUCCO WRAP / \` THICK, 3 COAT CEMENT PLASTER / 6' SELF-ADHEREMG ' FLASHING WRAPPED r 1 `• ` • TOP OF WEEP SCREED TO SHEATHING BELOW ' WRB LAYER -1, 1 X:•: STUCCO WRAP . M ' " • i WRB LAYER 4, FORTIFIBER 1 BUILDING PAPER 1 b' SELF-ADHEREING UUFVFLASHING LAYER r WRAPPED STU STUCCO WRAPP AMICO AMbb-lIPtUC-18m CUSTOM CASING BEAD • CORNER OF CANTILEVER 1�-4' POSITIVE DRAM 2 occo sv-occn _ _ ___ NO GAP M FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nDTL. (9) CANT. OA SSCALE= 1 I/2'•I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-841-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFIGATION5) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD tFrIN ' TYPE 'X' DRYWALL EXTURED 4 PAINTED SHHICK,3 COAT CEMENT ASTER VINYL CORDER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL Ul/TEXNRED 4 PANTED FINISH -- J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD — VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER Of -WEATHER RESISTIVE BARRIER 02 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER EXT. WOOD FRAMED WALL SIB -FLOOR DECKING PRE-ENG'D TRU88 WEATHER W616TWE - BARRER 9 WEATHER RESISTIVE - ISAIiRER 4 j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAMS / n�eP Sr�mn NO GAP IN FIELD (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) COLUMN SHEATHING WEATHER RESISTIVE .• I'` BARRIER 1 WEAKER RESISTIVE BARRIER '4 6' OAF. \ �Q PEEL A STICK I J(T•x3• 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 K' X 3' 26 GA GALV. METAL DRIP EDGE V GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, K' MIN. DRY WALL SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE I' THICK 3 COAT CEMENT VINYL CASING BEAD BARRIER 9 .i PLASTER VINYL CORNER BEAD ((FATHER RESISTIVE WATER PROOFING lot DARRIER I -VINYL CASING BEAD:', LAYER (2 LAYER PEEL 4 STICK) EXTERIOR COLUMN :." �r"'.nn "a.w LEGEND \ GOLLR'N SHEATHING 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL STICK) SET IN FULL BED OF 6' PEEL 4 SEALANTA' MIN. STICK DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER I ))'XI V P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTMU� YNYL CASING BEAD WATER PROOFING let 1 WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRIER BTK2G WRAPPED FROM MATHER RESISTIVE BALCONY DECK TO BARRIER 4 CANTILEVER^• 6' PEEL A STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP BUD FLOOR EDGE E'er®® 3' X 3' 26 GA GALV. METAL DRIP EDGE ---- -- -- SET IN PULL BED OF I 'XI i1' P.T. OR SIMULATE SEALANTA' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TWX )4"GAP FOR BACKE VINYL CASINfi BEAD ROD U SEALANT WATER IN6. lot P LAYER (2 LAYER ER (LAYER PEEL PEEL � STICK) EEL STICK) WRAPPED FROM 9/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER PLA8CK 3 COAT CEMENT METAL LATH 5/6, TYPE 'X' DRYWALL WOOD SHEATHING WREXTURED 4 PAINTED WEATHER RE8ISTIVE BARRIER N FINISH WEATHER RE816TIVE i' THICK 3 COAT CEMENT BARBER a PLASTER yINYl CORNER 4' POSITIVE DRAIN liegl VINYL CASING DEAD NO GAP M FIELD IN FIELD (GWOUIN FOR CLARIFICATION OP ;;OR CLARIFICATION OF SEPARATE ACCE=106 ONLY) TE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER -2 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION 6' SAF. \ PEEL 0 STICK 1 VxX V FLASHING DRAINAGE PLANE (WRB SUB FLOOR EMBEDDED IN �RO� CEMENT LAYER "I, STUCCO WRAP I V X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER "2 CFORTIFIBER — - — - — - — — 1 JS'XI )i' P.T. OR SIMULATED WOOD (TREX) SET IN FULL BED OF SE^LANTJVMIN. BUILDING PAPER) CONTINUOUS SPACE FROM DRIP Yi GAP FOR SEALANT VINYL CASING BEAD METAL LATH x—x—x—x OPT. BACKER ROD. WATER PROOFING let MODIFIED w LAYER (2 LAYER PEEL U CJ- T UC:CO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL CASING BEAD CANTILEVER WOOD OR/lro' ZIP WALL i' THICK, 3 COAT CEMENT PLASTER SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED A PAINTED WOOD SHEATHING SELF-ADHESIVE FLA5HING — — — — — FMISH i' THICK, 3 COAT CEMENT 4' POSITIVE DRAM neeR areEcn PLASTER VINYL CORDER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: INTO WOOD SI-IEATHING 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING ,i • T' O.C. MAX. WRB LAYER q, STUCCO WRAP UIOOD SHEATHING METAL LATH WIRE, LAYER 4, FORTIFIBER BUILDING PAPER iTA CORNER BEAD ® FRAME k 2 1/2" k CORNER BEAD (FASTENER E SPACING is 7 O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ 4 pCORNER BEAD (6) BLOCK WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIRBER BUILDING PAPER METAL LATH d' THICK 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING WINDOW FLANGE WRB LAY( BUILDING METAL LI J' THICK, PLASTER IS'SELF-, PLASHINt DRIP C, WINDOW 15B CASING BEAD ® WINDOW FRAME, NO BAND) SHEATHING WRB LAYER 01, STUCCO WRAP i I WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) A N C N I T I C TI! GrouS� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W ww.abdeslgngroupxom AA 6: 0003325 do DRAFTING A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813b86.2.02 SVHDIV. de Lot;, SILVERADO LOT #15 BLK. #10 PROJECT 03719.0M-15102 MODEL• 2368— CiARAGE STING: RIG PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B PRINT DATE: 7/09/21 SKEET WA3 WOOD SHEATHING —\ WRB LAYER •I, STUCCO WRAP WRB LAYER IR, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING � FLASHING / VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER [Ev METAL LATH fEXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER h, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, FORTIFISER BUILDING PAPER METAL LATH a' THICK, 3 COAT CEMENT PLASTER "F\ VSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW 15C (FRAME, W/BAND) WOOD SWEATI METAL LATH WR5 01, TUCCOYER WRAP ` WOOD SHEATHING WRB LAYER e2, FORTIFIBER BUILDING PAPER i WRB LAYER 01, THICK, 3 COAT CEMENT i STUCCO WRAP PLASTER WRB LAYER "2, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD i METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD C& RAISED 11.7 A BAND (FRAME) SCALE: I I/2' • I' -0' ).'GAP TYP J' THICK, 3 COAT CEMENT GATING BEAD PLASTER LEGEND IX TRIM MEMBER TO TRIM METAL LATH STUCCO TO SIDING TRANSITION WRS LAYER 02, FORTIFIBER DRAINAGE PLANE (LURE,S IOILN53; PAPER OD SHEATHING. LAYER 01, STUCCO WRAP) SIDING WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x WRB LAYER 01, WRB LAYER N, STUCCO STUCCO WRAP STUCCO WRAP WOOD OR 1/16' ZIP WALL CASING BEAD SHEATHING b' SELF -ADHEREING SELF-ADHESIVE FLASHING — — — — FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD ; : = --------------------------------------------------------------------------- (CROSS SECTION) J' THICK, 3 COAT CEMENT ' SEALANT PLASTER METAL LATH I I WOOD CONSTRUCTION ' I BEYOND WOOD SHEAT14 WEATHER RESISTIVE BARRIER 9 / WEATHER RESISTIVE WINDOW FRAME A( BARRIER4 / �/ _... .._.... —.__ WRB LAYER 02, FORTIFIBER LAP SIDMG X Ys / \ —. / i• SELF -ADHERING I • REVEAL / � ��� , � BUILDING PAPER A FLASWM < —� j WEATHER � / E_-Z3/BEAD VINYL CASING 1 STARTER STRIP / \� \\ a WEATHER RESISTIVE i (Wl%' FLEXIBLE PVC BACKER ROD) \ \ 61 FLASHING; HER GALV'D METAL \ GALV'D METAL Z' FLASHMG 'Z' FLASHING I I DD Nor CAULK oR i WRB LAYER 01, STUCCO WRAP, I I • X i' 81MLULATEO ` -; WRAPPED AROUND FRAMING MEMBER TRIM MEMBER CAGWI v / \ I 6' SELF ADHESIVE FLASHING I / Y' X i' SIMULATED u3Dv TRIM MEMBER WOOD SHEATHING \ \ GAP WX.ALLKNG ; 2X FRAMING ; `\\\ �� MEMBER DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME --------------------------------------------------- - ----------------------------------------- � 9 TRANSITION Y4' GAP TYP J' THICK, 3 COAT CEMENT NOTE. CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH i� R103.1.1 / ASTM C-841-14a, MIN. 225 LBS. PER SQ. YARD (UTILITY OR NOMINAL I WRB LAYER "2, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDING PAPER WOOD SHEATHING I I I WOOD CONSTRUCTION BEYOND W SELF -ADHERING WOOD SHEATWNG FLASHING WEATHER RESISTIVE �� I WEATHER RESISTIVE BARRIER 9 // \ BARRIER 9 TO LAP P _ WEATHER RESISTIVE / \ i' MIN. ABOVE TO BA7 BARRIER / / aF 'Z PLABHM6 b6 REAALL.eP 81DMG WEATHER RESISTIVE I i• SELF -ADHERING I - BARRIER 4 I WRB LAYER 01, RASHMG \\ / WEATHER BARRIER �SISTIVE i STUCCO WRAP I I STARTER STRIP / �� 6' WIDE PEEL 4 STICK I toNO_r.°aul..K °e oo Hor ed,LK aR ; OVER FLANGE WINDOW FLANGE GALVV METAL ��� WEATHER RESISTIVE I E-Z BEAD VINYL CASING � Z' FLASHING BARRIER 9 TO LAP I i• SIMULATED L6 tTM. ABOVE TOP W3oD TRIM MEMBER OF _ FLASHING I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) E-z BEADyMYL CABMG Y• x i• SIMULATED MEMBER (W/W FLEXIBLE PVC \ / WbOD TRIM MEMBER \ -APPLY FULL BED OF SEALANT BETWEEN ; WSBUI ADHERING \ I FLASSW GELP-ADNERING %FLANGE 4 BUILDING WRAP FLASHING \ BUILDING ' TNICOAT \` ' GM° W/CALLKMG T TER \ �•.': I OR APPROVED SEALANT `�. WRAP BA,ISItHIER �SISTWE \ �' WEATHER RESISTIVE -- ' WEATHER RESISTIVE E-2 BEAD VINYL CASING BARRIER 4 (W/%- FLEXIBLE PVC BACKER ROD) rr77 SIDING R ME TOSTUCCO TFRAMEa6TVE (� +, ELZ BEAD WINDOW CASING 19 TRANSITION 6 A A E C N I T E C T E 6 GrouILc.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngmupxom AA #: 0003325 44 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 613$86-2628 FAX: 813-886-2802 suSDIV. Z LOT: SILVERADO LOT #15 BLK. #10 PROJECT 03719.00 -15102 MODEL.• GARAGE SWING: PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B lKININFIND CARE SHOULD BE TAKEN IN ID.'EFNG THE VENTPROPERLY 4', 8' AND 1P SND`MI IN P GILL—.ED AUGNED. VENT PIPE IS SEALED IF UTILIZED. NML IN PLACE USING 1-1N' NMLS AT EACH CORNER. ROOFING CEMENT SH WBE APPLIED TO ALL SHINGLE EDGES NEAR THE PWAPAnM CUTER EDGE AND AROUND THE ENTIRE PERIMETER M CM OUTTHEGOOSENECKVENTOPENINGINTHEROCF SHEATHING. SIZE THE OPENINGINACCIXiMNCE W1 THE RECOMMENDED IN SEVERE WEATHER COASTAL CONSTRUCTIONZONES. CHART SHOWN. IN THE EVENT A MECHANICAL VENTFAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE 4NTH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTING THE OPENING IN THE ROOF. REMOVE INTERFERING SHINGLE NAILS AROUND THE I--° PERIMETER OF THE OPENING SO THAT THE NMLING FLANGE OFT E VENT UYS FLAT TO THE ROOF SHEATHING. SLIDE TIE TOP f UE SIDE FLANGES OF THE VENT IF AND UNDER INVENTFLANGES TO NAY ON T4ETOE OFA EWT11GI-ES, THE TOP OF TXE SXINGLES. IF ROOF HOOD VENT DETAIL aCALE,NT6 CUT 1IOUSEWPAP AT b' ANGLE I MODIFIED '1' OUT IN NDaxMrAP LINE OF WINDOW OPENING APPROVED HGVBEUPAP OVER ONRATHNG OVER UG STD WALL STEP 1 NAILING FLANGE JAMES EXTD LNMG MN -�� I'EN BELdSILL U BILL \J/\ FLEXIBLE FLAM4NG DO NOT SEAL BOTTOM FIN STEP 6 TEMPORARILY FOLD -UP 4 SEC LLRAP(O TUCK TUCK FLAP IND eL HEAD FOLD Woumu IN AT JAM06 4 SLOPE DILL R STEP 7 ALIGN FLASHNG w INT. BOW OF BILL RO. MECHANICALLY FASTEN FANNED SOME, (CAP NAILS, STAPLES) INSTALL DU ONT FLEXUWAP AS h K-464AO AT TIM DIAGONAL CUT 4 ACROSS HEAD OF WHOM PLUMBING VENT DETAILS 6CALE,NTB IFPLY 4►' )F SEALAI, AMB6 AM 4-PLY TO RNDOW NA LANCE N Me-PUNO IOLES OR INSTALL 6' WIDE ADNB61VE - BACKED FLEXIBLE FLA64I140, MATERIAL OVER DRIP CAP JOINT (PRDTECTO.~ ST-30)(1. - SGUN) STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS —DEVALLEYFLASHING yO FASTNERS W4 IN 5 ORHEAVIERFELT SOF CENTERLINE XTRA FASTNERS IN UNDERIAYMEM END OF SHINGIE )(TEND END S.— ASPHALT I ATLEASTIYSEYONI VALLEY CENTERLINE ROOFING CEMENT 1' CLIPPED OFF _ CORNERAT45DEGREI �SHINGLESTRIM.IEDSBACK — FROM VALLEY CENTERLINE ROOF VALLEY DETAIL 6CALE, NM APPLY OM w2u (01 EQUAL) SEALANT FLUID APPLIED PLAS14M (LANDO UNITE -SEAL RC-N on EQUAL). SLOPE SILL TO EX I. IT 16 THE CONTACTORS, RESPONDIBILTY TO VERFY RE COMPATIBILITY OF ALL PRODUCTS, INCLUDING HOUSEYRAP, SEALANTS 4 SELF-ADFERNG FLAMING MATERIALS USED DURING CONSTRICTION 7. INSTALL ALL MATERIALS PER MANUFACTURERS MITTEN SPECIFICATIONS WIABNIN&. SEALANf6 MAY REACT ADVERSELY P NOT COFIPATISLE. NOES: CLEAN AND SEAL JAMB TO SILL JOINfB WITH DOW ItS5 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1. IT 16 THE CONTACTORS RE6PON61dLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NCLUDIN6 SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. PLA94M AT EXTERIOR WINDOUS AND DOOR OPENNW SMALL BE INSTALLED N ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRICTIO S, AND APPROVED METHOD 1.1 OF REC R103A U N ACCORDANCE UTH M66TRATION MANUFACTURE" INSTALLATION AND PLA04NO NOTHICTION6. N6giRQ,. SEALANTS MAY REACT ADVERSELY IF NOT CO'lATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NT6 A R C X I T L C T I 6 Grouse. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W ww.abdeelgngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813.886-2802 SUHDIV. de LOT: SILVERADO LOT #15 BLK. #10 PROJECT 03719.00-15102 MODEL; 3 - GARAGE SKIING: PAGE: WALL ASSEMBLY DETAILS 150 MPH fV. B Fir I L11. P: 1 YX. D TE 7/09/21 SCALE: SHEET WA5 2x6 SUB-BANb W/1'x4' NOTCH e END, WRAPPED IN METAL FASCIA WRAP PEEL a STICK DRIP EDGE I� 1/8' TEXTURED I FINISH m WOOD I �� 2xe SUS 1/2' TEXTURED FINISH tv CMU METAL FASCIA \� WRAP Ye' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) �11 ©PLAN E3 -1/8' TEXTURED FINISH • WOOD 1/2' TEXTURED FINISH • CMU METAL LATH { WOOD SHEATHING OR CMU STUCCO LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 42, F-ORTIF15ER BUILDING PAPER (FRAME ONLY) �. NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY -ROOF DECK(BEYOND) �. DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ROOFING CEMENT DRIP EDGE METAL KICK OUT � I �-1/8' TEXTURED FINISH 0 /WOOD, 1/2' TEXTURED �/ FINISH 0 CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©FLAN A PRE-ENG'D TRUSS TO BE GUT w WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS 6'-8' O.G. MAX. 2x SUB -BAND WA�'x4' NOTCH m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL SUB BAND DETAIL ® WALL W/KICK-OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA¢'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY r AxCXITIGT3 Grou JOE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813386-2628 FAX: 8134186-2802 4 BLJHDIV. ac I.CT: SILVERADO LOT #15 BLK. #10 PROJECT 03719.001-15102 MODETU 3 — GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH W. B DA 7/09/21 SCALE: 1/4"=1'-0" 8HEET dd A6 6R'.11" 15'-0" 164" 17'-2" 5'4" T-10" 4'4" 0TST P'OL--0A16"" OF. B ------------------- TE-1 —----- ----- I1I11IIIII 4" CONC. SLAB x m 4- PVC 91_2" 3_i CHASE -3 1/ ------FM-i6X18 -------J �� 1 I L—TE=2 � 7.1 EXTEND �� I SLAB 1 1/2" I Iw 1� I -31/2 a ;; 11 I F TE-2 �I I 12 I 11 " I 1 0'-0" FIN. ELEV. 1 FIN. CONC. SLAB 11 11 1"PVC CHASE It I FOR ELEC. @ 1 I ISLAND ;; ; i cp I 1 I e !1 I 34'-10" ; 1 13'-2" Y j ILL ;1 to --------------TE1--- 1-31/2" EXTENDm I I SLAB 1 1/2" - 1 ' I I T3-4- N � 20,4,.1 24'-4" 1 I � EXTEND SLAB 1 1/2" r----� �2 31 .1 o o Eo *-5 1/2" 4 1.1 FM ------------8�_0,3'T 4 T-10" 6.4„ 6".. _4" IT4" 28'4 48'-0" /-4" CONC. SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, E1INDICATES #6 BAR,MNDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #TS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/502-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6x6W1.4XW1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16k18 16, CONTINUOUS 18" - (2)#Vs FMC-1608 16" CONTINUOUS 16' - (2) #5's #51N CURB VARIES F-24x24 24" 24' 17' (2) #5's (2) #5's _ (+)0"-0" TE-1 8" SEE PLAN 8" - (1)#5's _ (_)0•.0" TE-2 8" SEE PLAN 8" - (1) 's (1)#5 IN CURB (-0'-0" FOUNDATION PLAN SCALE: 1/4"= V-0" A R C N IT E C T 8 6 Grouse ml 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROJ.11VID. DRAFTING INC. 5439 BEAUMONT CENTERSUITE 1004 TAMPA, FLORIDA 336 PH: 813-886-2628 FAX: 813-SM2802 sUDDIV. ac LoT SILVERADO LOT #15 BLK #10 PROJECT 03719.0M-15M MODEL. S— GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN v.150 MPH EXP. B 3(Y" MIN. EACH WAY MONOLITHIC FOOTING 4�� Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED ° p; CELL SEE PLAN FOR SIZE AND Q d O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ° . �r o SPACING REQUIREMENTS } t �C Qw �w m0 w I ° v J K0' U) Q v, I FM p I Z 8" CMU WALL O 8" CMU WALL r CORNER BARS, SAME SIZE AS LARGER BAR g - Z_ . >I IN FOUNDATION WITH 30" LEG EACH +- 0'-0" e-°I WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I .. SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS .I EXT. PORCH SLAB � ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1 STORY), EXT. PORCH - VARIES ° ° SEE SLAB SCHEDULE TOP OF GARAGE ' o CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2' ISOLATION • l�-�,° JOINT (WHERE a A a CHAMFER (2-STORY) 18•• #4 24" SLAB W/ 1/2' ISOLATION II , �� 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE #5 30' JOINT (WHERE "�--i°.a • i EE SCHEDULE FOR WXD, BAR SIZE APPLICABLE) Z a FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING c 38, AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), UNO #7 42" iv �,�EXTERIOR MONO -FOOTING %EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION GARAGE SCALE: 3/4"=T-0" rd CORNER BARS DETAIL J SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN GARAGE DOOR w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w RECESS WALL W/ SYP a (L I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ (oO 8+ N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'k5' WEDGE ANCHOR W/N W W = O a SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH SIN. N O Z' CAPPED a g I EPDXY. MIN. EMBED PLATE EPDXY 5-1YY' EMBED. MIN 16HOC rn GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX, W/FLANGE 0 BASE Q FOLLOW ALL MANF. BTM AND TOP PLATE CURB FOR p _ W. SPECIFICATIONS FOR N ( 2 USE AND PREPARATION OF ANCHORS W/ tOd x 1 1/2" COMMON NAILS FILL ALL N HOLES, DO NOT USE 10d W iN MASONRY UNITS SET Z;p, AT ELEV: HOLE. w x 3" � SEE SLAB SCHEDULE SECURE FLANGE TO w Q SLAB W/(4) 1/4" X 2 1/4" 5 p �C +_ 0.0'• TAPCONS °� �'QQO TOP OF SLAB °' RECESS AROUND GARAGE �� DOOR OPENING SCALE: 3/4"=1'-0" EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 7 SCALE: 3/4'=r-a' 5 LAP TOP PLATE A MIN OF ----------- (W/UPLIFT AND NAIL W/ 16d COMMON 1! NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM, PLATE TO BE PT. LAP TOP PLATE A MIN, OF 48" PROVIDE DBL. TOP PLATE SECURE BT, PLATE TO AND NAIL W/ 16d COMMON SLAB W/10d MASONRY NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED NAIL 16" O/C STAGGERED. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND ADDITIONAL METAL SPACING REQUIREMENTS CONNECTORS NOT 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING Z REQUIRED WHEN NO v) UPLIFT IS PRESENT. w PLANS FOR SPACING. SINGLE Q R SEE SLAB SCHEDULE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOd MASONRY NAIL a Q PROVIDE DBL. TOP PLATE 16' O/C STAGGERED.\ U - o'-a' TOP OF SLAB - ADDITIONAL METAL CONNECTORS NOT J d ` REQUIRED WHEN NO a 0. UPLIFT IS PRESENT. O 8" CMU WALL ° e +-0'4" POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.)a. '.a2X _ ° .° TOP OF SLAB SEE SLAB SCHEDULE WALL FRAMING +-0'.0' SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS 5" IGROUCED EQ, EQ. SEE SCHEDULE TOPOF SLAB Z ZL MINIMUM EMBEDMENT INTO FOR WXD, BAR SIZE "ISOLATED" COLUMN PAD OTCELL, 4" FROM ENDS AND AND BAR QUANTITY CENTERED UNDER WALL AND POUREDMONOUTHICALLYWITHINTERIOR 16" .. VERTICALLY MAX CURB FOUNDATION WOOD WALL ..aFOUNDATION AND SLABSEE SEE SCHEDULE SCHEDULEFOR WxD, BAR SIZE /FOR WXD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY VARIES 8' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3' 3 9 BQALE 34"=,'-O (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4 T-0" 6C 11 SCALE: 3/4"=V-0" (1) 5-CONT. mYb E SHOWER RECESS FOOTER 12 SCALE: 1 "=V-0" A C N IT II B T 3 6 GrouplLn- 441 N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.00m AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813$86-2628 FAX: 8134386-2802 SUHDIV. Be LOT: SILVERADO LOT #15 BLK. #10 PROJECT 03719.00t-15102 MODEL• -D RAGE S GAWING: PAGE: DETAILS %150 MPH EXP. B 14'-6" _ 13,_7, 10,41 y,4„ 4'-10" 5'4" q o q - � Y io v iq c+ bi `i fV Y ro lV N o, N 2' 1" o 12'-7" N M a i� a m -a ro IA a Y (V W v ro N 4 "a N N lV w �q v v 4 e <3 2'-10" 10'-6" 71 18'-0" 27'_4„ DOWEL PLAN SCALE: 1/4" = V-0" A R C B I T R Cjr- 1441 Grou�L N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesl8ngroup.wm AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813-886.2602 stmDIv. de L.OT, SILVERADO LOT #15 BLK. #10 PROJECT 03719.00t-15102 MODEL. —D GARAGE 8WING: RTGHT PAGE: DOWEL PLAN (150 MPH EXP. B TIE VERTICAL REBARc TO HORIZONTAL REBAR W/ 10" HOOK Z f GROUTED BONDBEAM VARIES PER ELEV. Z_ EE 5 CLEAN OUT REQUIRED FOR INSPECTION •a I TIE VERTICAL REBAR • n TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. z #3 1a" 0 #4 24" U #5 30" #6 36" #7 47' HORIZONTAUVERTICAL REINFORCING 1 SCALE: 3/4"=1'-0" 8" x8" MASONRY COLUMN W/ (2) #S'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE IN OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN f3X❑ © I N DOWEL IN FOUNDATION DOUBLE FILLED CELL 4 OFFSET METHOD CONTINUOUS BARSIZE 48BARDIA. METHOD #4 1 z4' HORIZONTAL/VERTICAL #5 30" REINFORCING ##77'6 42' 2 SCALE: 3/4"=1'-0' #5 BARS l.1 Z E f �o 0• a * 1 0 CMU UNIT DIMENSIONS �p ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE 3/4"=T-0' L DESIGN GROUP RAFTING INC. AUMONT CENTER BLVD.SUITE 1004 PA, FLORIDA 33634 H: 813-886.262S X: 813.886-2802 9UHDIV. dt LOT: SILVERADO LOT #15 BLK. #10 PROJECT 03719.000-15102 MODEL GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 1Q (2)2x12 GENERALNOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 7lh EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE, 7lh EDITION, 2020 BUILDING, SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES JMS 402/602-16) 1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-G000 PSI 2.1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO I I" SLUMP. 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615/A615M (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A6151A615M (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A1064/A1064M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE "M" OR "S" 3.3 FULL MORTAR JOINTS ARE REQUIRED 3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN F'M = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL, SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT V-6" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. L N 'a V 0 0 0 2 -lT/OM/OB 8F16-1T/OM/18 8F16-i TIOM/OB 8Fi6-lT/0M/0B 1PRE-STRESSED I 1 I 4 I I AH7T I I I I I I I I I I 0 I 8F16-iT/OM/1 B I I o •o L-______-_-_--- r I - UNO. PROVIDE BB1 WHERE ROOF m TRUSSES BEAR, TOP Q OF WALL @ 9'4" LINO o I I I I � I I �• c I I I I � I I I I � I I LL � I I I I I I I I I I I I I I I El -----El I •m � 0 .m r •g L J LL 0 AH7AB 8RF14- RECISSED /OM/OB AH7 O O N BF38-1T M/1B 8F16-1 /OM118 -- PRE-ST SSED SF36-1T/1 M/18 LGE G FA LIFT BEAM PLAN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abd"Igngroup.com AA #: 0003325 , DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386-2628 likk FAX: 8134i86.2802 8UBDIVI & I.OT SILVERADO LOT #15 BLK. #10 PROJECT 03719.006-15102 MODEL.• 68-D RTGUT GARAGE 9TYING: PAGE: LIFT BEAM PLAN %150 MPH EXP. B NOTES TO THE INSPECTOR/CONTRACTOR TYR 0k8" 1/S 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�t REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1 IleOF STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'kt6" fp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH J�FIP / O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1' COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. / A B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. = VERTICAL REBAR W/ 10" HOOK\tJ'�O p0`'' F�cR 8xl6 DEL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM VIF 0 EACH COURSE 77 •\O�� 6 8x8 BOND BEAM TOP OF • BOND BEAM W/(1)#5 BARJOF 30" TYPICAL �OQEN\� F =FILLED W/ GROUT -(\AO U = UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 �/c 8x8 PRE -CAST CONCR 16-1 T/1 P09�F�P NOMINAL—�� LINTEL W/F B BAR WIDTH MASONRY PIF HEIGHT #OF#5'S,TOP OPENINLENGTH -Z'AR=WI OPENING-2'IT CORNER BOND BEAM COURSE BEAM DESIGNATION IS THIS ENGINEER'S INTENT ORREINFORCING OF BOND BEAM THAT XFXX-iTnMOB INDICATESADOUBLE BONDBEAM #OF #5'S,BOTTOM 8x8 PRE -CAST CONCRAND XFXX- 1T/OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LITIS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX-1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1TAM/0B 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.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 1B" O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 2-3116 TAPCON ., 19' PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1114") 8" = SLOPE FROM EACH END AND 18" 70n y" m O.C. MAX. MIN 1-1/4" 2" EMBEDMENT b Zx8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I I SINGLE #5 CORNER BAR, 30x30 TURNED UP 5 ��OII I I OR TURNED DOWN INTO STEEL REINF. OF / FILLED CELL BOND. BEAM 0 II I II / 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" %SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3l4"=1'-0" LIC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.a6dealgn8roup.com AA #: 0003325 I DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MS-2628 FAX: 813-886-2802 BU33DIV. & L.OT• SILVERADO LOT #15 BLK. #10 PROJECT 03719.006-15102 MODEL.• 23 - OA1tAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36.177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 e'FROM THE CENTER OF THE COLUMN. I . 11. 0,15 VA VA AHT fol � 0, �/� 11. HT AHT 11 `����� AHT 11. HT 11 . 1' ■, , AH 11 0 11. a 111 11, 11 AH11: 9 I, �1. �� ful - -- - ---- ---- -- - -11. 1� ■' - -- - ._ r0moz n may' BY BUILDER 1 � U B � KNEEWALL� 1 1 FRAMING PLAN SCALE: 1/4" = V-0" LLC. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdealgngroupxom AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.988.2628 FAX: 813386.2802 SUHDIV. de [ T- SILVERADO LOT #15 BLK. #10 PROJECT 03719.000-15102 MODELe GARAGE OWING: RIGHT PAGE: FRAMING PLAN Q50APH EX. B F,PRINTDATE: 7/09/21 DATE: SCALE: SHEET s3 A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Od x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 J' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED Wl (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE. A PT SYP #2 2" x 4", 5', W x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW ANDAPPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U.2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U.2705 LBS (2 PLY) SS&1CIGIRDER1ATYPICAL TRUSS/ I" CONNECTOR(S) SCAL SERIES BACKERBLOCR THICKNM 4500 3/4" WOOD PANELS 6000 (2) 1/7' WOOD PANELS 60 (2) 1/7' WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 518" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL BD. SEE SHEET SlAA FOR NAIL SIZE AND PATTERN r, _ IWOIST CONNECTION @ L.B.W. `+ scALE:-"="-a' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM,_ PLATE DEPTH 1/4'D —HOLE EDGE >5/8" -HOLE DIAMETER 215*0 SGL. STUD HOLE EDGE >5/8" 01 HOLE DIAMETER < 3/5•D DBL STUD STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRU 24" 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. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", Tx 4LO" MAY BE ADDED W/ 1Od NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. LGT D TIEDOWN GIRCMU TWIT TO AN WITH (4) �" x 5" TITEN HD TO CMU AND (12) SDS (4) J' x " N }" x 2 J" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS �' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d (2)}" x 671TEN HD TO CMU AND (18) SDS �' x 3" GALV. COMMON NAILS. ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17, O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) 'ALE SEREB Ilwamm TH WESS 4500 3/4" WOOD PANELS 8000 (2) V2" WOOD PANELS 80 (2) 112" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE Aldx1/2 W/ HDG COMMON NAILS, EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN, 7" EMBEDMENT TO SLAB & (18)16d x 2-lrZ' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4• LVL/WOOD POST CONNECTIONS 5 NOTE: T_-WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G 12400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=V-0' # 1100 UPLIFT SIMPSON HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 iOd TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �— TITEN 2 ANCHORS MIN. 2" COVER & Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4)* lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING V-0" O/C SEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1 U-9, O/C MAXSECURED W/(2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /� /. INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE USES BA . ORG. R BTM. CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/7' MIN. EMBED. (TYP) 1, ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD m g LAP A MIN OF 4'-0", 3. ALL BOLTS TO HAVE WASHERS Z 4, EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °J CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, BAMF CPA(:ING RFDI IIRFMPNT LEDGER SCHEDULE MARK SIZE BOLT SIZE SEDGESPACING CENTRALSPACINO A DOUBLE 2z8 1/2" 8" O/C 16" O/C B DOUBLE 2xB 314' 8" O/C 24" O/C C DOUBLE 2x10 1/2' 8" O/C 16" O/C D DOUBLE 2xl0 3/4' 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" 6" O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d C EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-SRACING IS PRESENT AT COVER 5 TRUSSES) 4'1" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX ' TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d'. C EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4"=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 (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE A R C N I T E C T Gro sp0i . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-806-2802 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3) 16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION BLOCKING SECURED TO WALL W/ (6) 3/16" ° x 4 TAPCONS 2x4 STRONGBACK, �1 FLOOR BRACING SCALE: 3/4"=1'-a' DBL PT 216 SLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION O 0 w PER ELEVATION n 2x4 P.T. CEILING NAILER W/ MASONRY NAILS 0 12" O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG C 3" O.C.; NI STAGGERED OFF CENTERLINE OFF 2x6; 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 1/2' EXP. BOLT NI AT 16'0.C. AND 6'FROM END W/ MIN 5-12" EMBED. uI FLOG —F- /4" MAILING�PATTERN 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) UJA REPAIR DETAIL IF ME LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=1'-a' PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2.6 PT. PLATE TO ELK- W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ S—COMM^ u^.,s EACH END FLOOR TRUSS OR J PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12" HOG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 314"=1'-0" 2x STUDS PER PLANS FLOOR DECK 2x4 BLOCKING C EA. BRACE. TOENAIL INTO TRUSS W/ (4)16d NAILS C EA. END 2x4 BRACE 048"O.C. w/(5)12d NAILS C EA. END 8d RING SHANK NAILS C 4" O.C. MAX INTO BLOCKING PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 C 32' O.C. MAX. (VERIFY W/ TRUSS PLAN) D#lt:g DBL PT 2X6 BLK'NG BETWEEN TRUSSES W/ 10d C 3" O.C. 1ST PLY INTO LEDGER AND 10d C 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL— REINF PER PLAN 1/4" NI #8 WOOD SCREWS �M - x2'LONGC3'O.C.; jllllll► STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS I I NAILING PATTERNI Gb `PRE-ENGINEERED WOOD 1X2 FIRE-STOPA FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=T-01' STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-0" MIN. FROM 2ND. FLR. LINE 16d NAILS C 8" O.C. MAX SEE SCHEDULE FOR SEE SCHEDULE FOR BOND BEAM RED. BOND BEAM RED. SECTION DETAIL AT PARALLEL / PERPENDICULAR PRE-ENG FLOOR TRUSSES v SCALE: 3/4"=1' 0" PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 1Od's C EACH TRUSS TO BE INSTALLED C 1a-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=t'-0" STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A - SIMPSON MTS 12 U <990 LBS W/ (14) 1Od GALV. NAILS. B-(2)SIMPSON MTS12 U < 1420 LBS W/ (14) 10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 16d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE lod x 3" 2x STUDS PER PLANS 2x4 CONT. W/ (4) 16d NAILS C TOP OF FLR TRUSS (TOP 2X4 SUPPORTS BT. PLATE OF 2ND FLR) FLOOR DECK 2x6 CONT. W/ (8) 16d NAILS C ST. OF FLOOR TRUSS (BT. 2X6 IS FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 C EVERY TRUSS (VERIFY W/ TRUSS PLAN) PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1l2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE 2.4 OR 2.6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. SECURE ST. PLATE TO SLAB Wl 1/2'x9' WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. C 16" OC MAX. TRUSS CONNECTION @ L.B.W. 9a 9b SCALE: 3/4"=1'-0" ROOFTRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB, SEE SCHEDULE BELOW FOR CONNECTION FL#17239 • O• :0.: TRUSS/WOOD POST CONNECTIONS 10a 10b 10c SCALE 3/4"=T-0" TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U <990 LBS W/ (14) 1Od GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C -2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SIDS TO POST POST TO BLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U.1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SI MPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HT75 POST ON SLAB <U.4,565 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST, A I C B I T I C T I Group2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abd�igngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: S13668.2628 FAX: 813686.2802 SUHDIV. ae LOT SILVERADO LOT #15 BLK. #10 PROJECT 03719.000-15102 MODE1. 368- GARAGE ®TYING: PAGE: DETAILS 150 MPH EXP. B JUL 2 PRINT 7/09/21 DATE: SCALE: SHEET S3.1B PRE -ENGG TRUSS (STRAP PER FRAMING NOTES) (2) 2Xi2 HDR WiFLITCH PLATE. ATTACHED WK2) 2X KNEEWALL TO BRG. HT. META-24 • EA. SIDE SECURE TO CMU W/ 1/2'X9' ANCHOR BOLTS W/ 2' WASHERS PRE-ENG TRUSS (STRAP SET IN HIGH STRENGTH EPDXY PER FRAMING NOTES) • 24' O.C. (1' MIN. MTL. DRIP EDGE EMBEDMENT)-TYP. 2x SUB -BAND 12'-B' BRG. HGT. (2) 2XI2 HDR VENTED VINYL/ALUM. SOFFIT DOUBLE TOP PLATE TOP OF ARCH DBL STUD 9 DBL STUD W/(2) SP4 W/(2) SP4 (TOP 4 BOT.) (TOP 4 BOT.) T-4' BRG. IF HGT. 5' STUCCO 3 -2' SPRING BAND INE OF ARCH 'z � LL F ENTRY SECTION -ELEVATION D B SCALE: 1/2'• I'-m' A N C N I T! C I I Fso Gabe n. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdwlgngroup.com AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-886-2802 SUDDIV. de LAT SILVERADO LOT #15 BLK. #10 PROJECT 03719.006-15102 MODEL• 3 8- GARAGE 8WIMG: RIGHT PAGE: ENTRY DETAILS %150 MPH EXP. B 4M FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) Dr 15/32" STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAII RFOUIRFMFNTS HEAD LENGTH DIA. TENSILE STIR. SHANK ASTF1667M RING SHANK, 2 3/8" 0. 113 17p Opp (16.20 RINGS RRS-01SCREW rSIZE SHANK PER INCH) RING SHANK, PNEUMATIC 23/8' 11113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 8d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r. 8d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 8d NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES T ll-� ............. I I TYP. EXT. SHEATHING ATTACHMENT I sm!mm A a ZN w 0 w Z =d InIf O Z v m K O ww Y W O p0 mm RAFTER OR TRUSS ROOF SHEATHING 0 m BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING C 1610.C. IF NO DROPPED GABLE END, ATTACH 20#2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT - TABLE FOR FIELD SPACING ` TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF S - `#8 7' DECK SCREWS' 12 6"-8 ' O. MAX RE C EEMS & 12" O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING------------- \ I YF. 3/4" 1 &U SUB-FLUGH UECKINU UL UEU I U ALL EXPOSEU MEMBERS GABLE-ENDA HIP ROOF /F—A' ROOF WIND DESIGN PRESSURES IONE1 Gss) Asce].ts ZONES=a3.t ZONEb=33.1 ZONE3e=38.] ZONE21- — ZgJE 3r-Na.e -3B.] '4 <'L" ENDZONE /STANCE 6ASIC WIND SPEED'. I... ExPosI,RE cATEcaRr. •a RISK CATAOORY. B ARPLIGBLE INTERNAL PRE98URECOEFFICIEM..I0.18 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER BPA.1. NEMPPo+S APPLICATION TYPE I SPACING MA60NRY/GONG. CASE HARDENEDCOIL NAILI 1?LONO. BOIL ADAGE OWR SAGA( TO MAS�JRYICONC. +N-1 NOWASHER TAPCONMASONRY FASTENER — IIIIEMBED.,A' DDIST., 11/Y EDGE i. DOORS ODPi�SEE NOTES CABEHARDEN.O L AIL 11/t LONG. 9.OIC STAGGERED WINGOWICDORI FASTENED INTO MA80NRYICONC. GARAGE OOpR BUCK TO M/SONRV�CUIIC. 31B•UA OR tIY qA W WASHER E%PANSpN BOLT IB"OIC(-.DIA) 24"O/C (IIY OIN <"EMBE OOZE DgST., DIET .I —BUCK SEENOT2e CASEHARDEN.— NAIL 11/Y'LONG. roc STAGGERED vnrvpowi000Rl PASTeNEo INTOMASONRrICONC. METAL srww TO MA9 11 coNC. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS eJCK 2x PT.SEENO N213I18•Dw OWASHER —THEN 180� 11/Y'EMBED, 9°ENO. q6T., IIITEDOEUST. ON6EARINGW000 WALL TO CONC.SWB tYY'° xPAN. 2C, 0/C MSED. WI WASHER E BOLTS Si., 3"EDOE <•END UST. 2x AT WINDOW BOCK 0.+38°PAFx21IB' 9"OIC 4"END. UBT.,11I1" PT TO STEELSEE WI WASHER STAGGERED EWE UST. NOTE6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, VNNDOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WNDOW AND DOOR BUCKS SHALL BE AS WDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH AWOOD DOOR FRAME. ix MEMBERS ARE NAILED AND aMEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016. ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -non-conmuent 10 psf BTM CHORD --concurrent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 PW w/ ASPHALT SHINGLES) (10 psf w/ NO GYPCRETE) 10 BTM CHORD 5 sf BTM CHORD psf P DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE 8, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, 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 RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3'4'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". PROM BE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0 25 PCF OF A BORATE PRESERVATIVE TREATMENT' DISODH IM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED W RE MESH SHALL BE ASTM A1064/AI064M GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED TLO- OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP CRAVINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 47' PROVIDE 36' x 36" CORNER BARS, BOND SEAM 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 OF HEIGHT THE THROUGHOUT THE U H WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION, AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS 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 SHOW NG 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 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE THERVA AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. WRITTEN PERMISSION FROM THE ENGINEER. WITHOUT THE IT ALL INSTANCES, THE CONTRACT ASTM G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS WILL DOCUMENTS W LL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN L SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION ATI TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURALSTEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CS41C94MOR MEASURING, M%LNG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIM:STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'. B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-ll7 FOR At AND SMALLER 2'FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1f2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 1 A R C N IT E 6 T f 6 Gr uIL c. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngmup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH81."86-2628 FAX: 81..86-2.2 10 SvaDiv � i,,oT: SILVERADO LOT #15 BLK. #10 PROJECT 03719.000-15102 MODEL.• 2368— GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B r f V BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI FASCIA WOOD BY OTHER BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH 7QSTAPLES INSTALLED 2-1/4" 6 EMB. FASCIA @ 16" O.C. MAX THRU SOFFIT AND 1X2 WOOD BATTEN 11 J-CHANNEL AT NAIL Kv 70 STAPLES INSTALLED HEM AND IN VALLEYS SOFFIT 10 THRU SOFFIT AT NAIL I rmLi HEM AND IN VALLEYS STAPLES INSTALLED @- 12" O.C. MAX (INTO ® FASCIA J-CHANNEL(3D OSLOT WOOD) IN J-CHANNEL }" MAX. nI=TOII A I:TGA7ilrG1 7Q STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: DETAIL D J-CHANNEL FASCIA WOOD BATTEN @ -STAPLES INSTALLED Q7 THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. I_�—SOFFIT 10 T"'�J_CHANNELQ 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q3 J-CHANNEL j' MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN SPAN ' L=.� EAVE WIDTH (ROOF OVERHANG) SOFFIT 1D DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOf INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) EAVE WIDTH (ROOF OVERHANG) ��CONCRETE; CMU OR WOOD (NOTE:l) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL 'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL— i„ nFTOII r-- J-1 rl/-kIVIVtL TRUSS/JOIST/RAFTER BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. j 13.519 •_}>?>t?>?>{�..fj jjp>>?>f� 375 .375 •• fs i>F .4 3.625 3.625 3. 5 J Ge —4 iif - o 12 A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A I C N I T I I T I 6 Groin 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeeigngroup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813586-2628 IN FAX: 813.886-2802 OVHDIV. ae L.OT SILVERADO LOT #15 BLK. #10 PROJECT 03719.00t-15102 MODEL 2 6 - GARAGE OWING: RIGHT PAGE: SOFFIT DETAILS 150 MPH EXP. B L 2� 2fil Pp - DATE: /zi OCAL.E: OHEET SDI 0