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HomeMy WebLinkAbout6640 Cobble Bliss St99 2045-LANTANA99 FOR: 1HOR110N ALL '6 TAMPA, FL 33637 12602 TELECOM DRIVE, s, T4Bl: (813) 740-9720 Pax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -g1�DR= $unapt((; CODE, R&9 WMA4 AIC ABOVE LUM LAVATORY DATE DESCRIPTION IN EDiLION 2m I 1 -AIL LOCAL AND STATE CODES AD ALT. AMP AD `STABLE NAG MUM MEDICILUMINNE ADJUSTABLE M.C. MANUACTURENET ALTERNATE MIN MANUFACTURER 08/24/19 ADD 150-C ENGINEERING ARCHITECTURAL SHEET DESCRIPTION 07/24/I9 ADDED OPTIONAL PENDENT LIGHTING AT ETTCHEN DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB "MIN. INTERIOR FINISH - CLASS B BD CL CAB. CLG. AMPERAGE O RD GE MT METAL THRESHOLD CENTERLINE MTD. MOUNTED CABINET M1Z. METAL CEILING N.T.S. NOT TO SCALE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN 07/24/19 ADDED STONE CAP NOTE ON FRONT ELEVATION 09/30/19 ADDED 150-D FROM ENGINEER 10/11/19 UPDATED LED LIGHTS PER D.R. HORTON TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 "BASIC WIND SPEED - Vult=150 MPH VRSd=118 MPH -EXPOSURE - B -1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLR Cam. Cyr C.T. D. DHL. CLEAR OC. ON CENTER CONCRETE PL PROPERTY USHBHFTOLINE CARPET PS PUSHBUTTON CERAMIC TILE PH. PHONE DRYER PIT. PLATE DOUBLE PLYWD. PLYWOOD PG A2F-ELEVATION "F" FRONT & REAR PG A3F-E1EVATION "F" LEFT & RIGHT PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN 10/25/1 ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON 12/04/19 UPDATED THE SWPSON CONVERSION FROM USP 02/19/20 ADDED 160-C FROM SNODNRER 01/04/21 MADE RZDI— CHANGES "tomRNG. roR am CODE CRANGE AND STATE CODES D.G. DNA. DIM. DISP. DP, DR. D.s, DTL. DW FA. ELEV, EQ. EXIT DUAL GLAZED PR. PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP RAG. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RRM.ROOM DETAIL R.O. ROUGHOPENAIG DISHWASHER S.C. SOLID CORE EXFDR EACH SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL MIT. SHEET EXHAUST 9HTIIG SHEATHING PG Di -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAB-WALL ASSEMBLY DETAILS oi/04/21 REPAT® XRZFS FOR THE 2oM FRC STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA SQ.FT. CALC.IS LIVING 2045 SO. FT. GARAGE 454 60. FT. ENTRY (ELEV. F) 35 SO FT. AR No. 93723 COVERED LANAI 221 SQ. FT. EXT. F.GIFX. EXTE RIOR R. SHWSHOWER FIXEDGLASS SIM SIMILAR A.B. DESIGN GROUP, LLC. TOTAL 2,155 .9Q. FT. F.G. FAT. FLR FUEL GAS SL. SLIDING FINISH SL. OF. SLIDING GLASS FLOOR STD. STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SwS SHEAR WALL LONGWOOD, FLORIDA 32750 FR. DR. FTG. FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS Tel: (407) 774-6078 GA. GAR. DISP. GAUGE TFHC TO O GARBAGE DISPOSAL T.O.C. TOP OF CURB Fax: (407) 774-4078 G.F.I. GL. GROUND4AULT CIRCUIT T.O.P. TOP OF PLATE UPTER T.O.S. TOP OFSLAH GLASS TYP. TYPICAL GLASS STRUCTURAL SHEET DESCRIPTION PG SS -FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS GYP. BD. GYPSUM U.N.O. UNLESS NOTED M BOARD H.B. HOSE BIB OTHERWISE ELC`ORE WP. WASHERRaoF BURHEADER BUT, OR HT HEIGHT wN WITH INSUL INSULATION WD, WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. HILT. ANTERIOR WDW WWINDOW� WIH TER wI. WROUGHTIRON PG S2-LIFT BEAM PLAN PG S PG S3-ERA-FRAMINING 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.lA-DETAILS PG S3.I13-DETAILS PG S3.IC-E DETAILS PG S -SOFFIT DETAIIS 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's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE A R C N I T E C T I 6 Grou i Nn Ai N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA#: 0003325 h S 0 Be I° a SUSDIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719,001-19101 MODEL: "2045-LANTAW GARAGE SWING: LEFT PAGE: COVER SHEET 50 H E . 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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 i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 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 (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVAUJFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUNGING 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. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. 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 RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT IT 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 AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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 III T E C T R 6 m ii n Grou .a. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL312750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 rn L4 0 h ti a SUHDIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719, 001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: GENERAL NOTES 50 MPH EXP. Bj PRINT 7/9/21 DATE: SCALE: 1/4"=1"-0" SHEET Ilk GN 2'-0' 4'-4" HB STONE) VENEER (TYP.) 40'-0' 1'� I. - 1 l`J _ Junin � 0111111111121111a mill o i r olio aIL o ttl J" 1 i r r r r r r r MROOM Ip r - r r r all TO ., v111111a1ia ' i`i�LOIlol1111111a�aI1111111L r_ BOT. OF r _ a r \ 5.-,. 3. 'A r DMG ROOMa r o , r r KrrI: i IS r �♦ ME �'In a r r _ r � r r � r •r a :21'll o a !.I r = `I U' o - I r 0 I � I i••l� � oJla ��� tll olio 0 �" 0 IN IS SE Im u r IS r r i IS r IS r r �lot1 lol� :•1'11 0 r r' Als r r M,olit r C r rl' oI111111111a a111111017o 0151a M EXTERIOR MASONRY WALL BRG. HEIGHTS 9'-4' BRG, SQ.FT. CALC.'S LIVING 2045 SQ, FT. GARAGE 454 SQ.FT. ENTRY (ELEV. F) 35 SQ. FT. COVERED LANAI 221 SQ. FT. TOTAL 2,155 FT. II FLOOR PLAN NOTES II - ALL OTIEN61ONS ARE FROM FACE OF 1 W BLOCK WALL (OR EDGE OF FLOOR BLAB) TO FACE OP WALL STUD UN.O. - ALL INTERIOR WALLS ARE 3)9 UNO. - DRYER VENTED THROUGM ROOF (VM, NOT SCREENED. • AIR COMPRESSOR SET ON 44'X44' POURED C40W— PAD. PAD BEGIN6 W FROM EDGE CF STRUCTURE. - SEE SWEET ON FOR GENERAL AND STANDARD BUILDM6 NOTES. - ALL HABITABLE ROOPIS TO NAVE AMC FAULT CIRCUIT MTEPOWF TER - ALL FULL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OPENW36 ARE SHEAR WALLS. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - 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 LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. VENEER (TYP.) FLOOR PLAN SCALE: 1/4' . I'-0' RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL VXWX35-1/4' LOW WALL 2'X6' STUDS . 16' O.C. W/ 1/2' DRYWALL TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xI2' SaJARE LATICRETE BY HYDRO BAN. RA. SHALL BE 143' x 143'. BOTTOM SHALL BE INSTALLED AT 54' AFF. UNA. SHIM AND SECURE COUNTER TOP ?9 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT -MBAR REINFORCING KITCHEN C Q 4 BRACKETS AS BASE 3 NECESSARY. CABINET i BAR DETAIL A SCALE: NTS OO "Im AND OLAOOIo WID LOADS 11AWWID00'M EFORSIMDOU)IB a m= emm 201E 0 WH W Ill RBAAIWB AIDT1'PE FOOTAGE MIN. WINDOW 1V 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA 16010 O)4D. 112 5 20.1/-22.1 801E O.H.D. 56 5 21b/-21.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE HEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOIIIROLDArS A 1 C N I T E C T• Despin Grou.. 141 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m 4 O c eF C SU13DIV. 7 LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: 2045-LANTANA" GARAGE SWING: LEFT PAGE: FLOOR PLAN 50 MPH XP. Bj JUL PRINT DATE: % 9 21 SCALE: 1/4"=1'-0" SHEET Al AREA OF ATTIC - = 2755 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2755 /300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322.4 SO, IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1322.4 = 661.2 SCL IN. OFF RIDGE VENTILATION AREA - 115 1 SQ. IN. PER VENT 661.2 /115 TOTAL# OF VENTS REQUIRED = 5.74957 TOTAL# OF VENTS PROVIDED - 6 SOFFIT VENTILATION AREA = 11.736 SQ. IN PER LINEAL FOOT = 661.2 /11.736 TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED 56.3395 LINEAL FT OF SOFFIT VENT REQU IRED 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 18'-0' BLDG. HGT.A --------'-'-_------ 51 RAISED STUCCO I BAND 13' -10' BRG. I-GTA CLG. HGT. _ _ _ _ _ _ _ _ ® ENTRY 1p 5' STUCCO 5 FRIEZE SHINGLE ROOF V-4' BRG. HGT. 5' RAISED STUCCO BAND STONE VENEER 0'-0' FIN. FLR IN. ' GRAD 9'-4' BRG. HGti _ mI��'�I■■im FRONT ELEVATION-F TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT REAR ELEVATION-F TEXTURED FINISH CRICKET of-4' BR'..a. HGT. FLR. 1 1/2' STUCCO FRIEZE B L _ J� 5' RAISED STUCCO BAND FOAM CAP — — — — ---------------- I I I I I I I 5' RAISED STUCCO BAND(TYP) ell I I I I j I I I I I I I I I I I I I I I l\ I \ — — — — — — — — — — — — — — — — — — — — — — — — ENTRY DETAIL A SCALE: 114 . P-0' ----------------------\ �c CORBEL 4 TRIM \I I c /DEL c I I e � z la• ROLIND I TRIM I C SIDE VIEW FRONT VIEW \---------------------'� CORBEL DETAIL B SCALE. P . I'-0' A N C N I T L C T S 6 Grou011.n 41 N. RONALD REAGAN BL) LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W La a W 0 a O SUHDIV. 8c LOT: SILVERADO LOT #19 BLK #10 PROJECT#{ 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION :: F:: 50 MPH PRINT 7/9/21 DATE: SCALE: 1/4"=1•— 0" SHEET % Fes. S'-4' BRG. HGT. 13'-10' ERG, W.T. 4 CLG. HGT. _ m ENTRY— S'-4' BRG. OFF RIDGE VENT OFF RIDGE T ------ ------ ------ ------ - - - - - - LEFT ELEVATION-F TEXTURED FINISH STONE VENEER TO 15E INSTALLED PER MANUFACTURER'S SPECIFICATIONS 12 5 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION-F TEXTURED FINISH STONE VENEER TO 5E INSTALLED PER MANUFACTURER'S SPECIFICATIONS 12 zzz�lb V-4' 5RG. HGT. �q •3-1 _�L "0'-0' FIN. 4' A R C N IT R C T R 6 Grou i In 41 N. RONALD REAGAN BLI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h e� 4 0 a SUHDIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045—UNTANA" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION „ F„ 50 MPH PRINT 7/9/21 DATE: SCALE: 1/4"=1'-0" SHEET A3F ELECTRICAL LEGEND SYM. DESCRIPTION -0- STANDARD SWITCH -- 3-WAY SWITCH -WAY SWITCH 4 DIMMER SWITCH �O SW BUTTON ISCONNECT T HERMOSTAT INGLE RECEPTACLE (125v/I0-AMP INGLE POLE) 110V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERJPTER/TAMPER RESISTANT TYPE) 110V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) 4]J- EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE ECTOR) ICATED RECEPTACLE LMOUNTED LIGHT ING MOUNTED LIGHT fF�o DANT LIGHT JA OD LIGHT L SCONCE PRE -WIRE NT FAN WITH LIGHT CI CFM PER Sa FT.) AM 3 BULB LIGHT FIXTURE °g°O 4 BULB LIGHT FIXTURE Amnon6 BULB LIGHT FIXTURE 4S' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE 'IOUNT) j_AjR FLUORESCENT LIGHT !RECESSED) ESS LIGHT ESS LIGHT (VAPOR PROOF) ING MOUNTED LIGHT WITH J-BOX OPT. FAN CTRICAL PANEL (FIELD VERIFY TION) L METIER (FIELD VERIFY or OX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) FILING MOUNTED FAN B VENT FAN (I CFM PER SQ. FT-) PHONE14 JACK FO SMOKE DETECTOR (WALL MOUNTED) Q SMOKE DETECTOR (CEILING MOUNTED) ® /C RBON MONOXIDE DETECTOR CEI ING MOUNTED) IMEB ® I R GARAGE OPENER TV JACK -E- PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 1th EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 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 Tth ED • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TN ED (2020). • ALL LAIMPB SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE F'ER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. 1th EDITION R404.1 LED LIGHTING @ SINGLE LAV. POWDER BATH ELEVATION F LED LIGHTING @ SINGLE LAV. BATH 2 ELEVATION F METER FIELD VERIFY LOC. OPT. - - -- OPT. COACH COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' LED LIGHTING @ DOUBLE LAV. BATH I ELEVATION F FOR MICRO/ HOOD ABOVE PROVIDE 3 2/0 CU, I % OI GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 •4 AL GNO N 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE 6OFFIT OVERNANG.) 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL COMBINATION 700 AMP �IVICIE 12011A0 VOLT A ELECTRICAL MATERIALS AND INBTALLATIONB ELECTRICAL DISCONNECT I P4iASE 004N SHALL COMPLY WTH ELECTRICAL PROVI610N8 OP M SWTCH AND MLO O THE FBCR 1TH EDITION (2020). LOCAL CODES, AND ELECTRIC PANEL ALL LOCAL POWER COMPANY REQUIREMENTS METER N NEMA B. ALL CONDUCTORS 6HALL BE TYPE THHN/n4UN 200A/2 3R ENCLO6IJRE UNLES6 NOTED OTHERWISE. T81.8P40NM CABLE 6ERNCE TE.EN6ION E SERVICE POWER COMPANY EQUIPMENT lALIPFEtT BRRANC! TRAN8FORIER 8G1tYPFENT INTERSYSTEM BONDING TERMINAL AT GRADE r LOU) VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT, I PHASE — 1 +4 CU SERVICE GROUND VI SECONDARY ELECTRICAL SERVICE PRODE 3 CONNECTED TO CONCRETE 2/0 COPPER (CU) N 2" DIA W*NMULE W PVC ENCASED POOTER 6TWL PER CONDUIT OR PROVIDE 3 V/0 ALUMINUM (AL) N ELECTRICAL PROVISIONS OF 2" DIA SCHEDULE W PVC CONDUIT INLE66 �R TTH EDITION (74f20) SERVICE 16 PROVIDED BY THE ELECTRIC 6/S" DIA X S PT LONG COPPER COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO BID. CLAD GROUND ROD E E E u r v e e r E 5 GrDe 1' In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-77"078 www;Zslgngroup.com AA #: 0003326 m m 0 F SU13DIV. 8e LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LMAW GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 50 MPH PRINT 7/9/21 DATE: S C ALE: 1/4"=1 '— 0" SHEET E1 OND 0 0 0 0 �---- I I I I ---------- I I I I I I I I I I I I I I I I I I I ❑ I O I I I ❑ I m I � I I raB v L — — ----------I o II I - I 2'-4' 10' --L I 0 L 9 II • IvTR VTR 11/2' �2' VTR \ Z 00 w I r KITCHEN 0 SINK W/ AUTO --- I 2' �SHWR I VENT 9 ❑ s e I I LAv. I a I r i 2' I 3• LAV. IRE -I I I_ OP P WASHER REF— LT 5' _1 I L v. - ----- ----- 3, 2' J VTRI II'_2• '-8 r ,(- 1/R' CO 1 II� 3• I 1/2' I O 0 TO TUB/ MAIN I SHWR 2' WA A/ El -IOD� PLUMBING RISER 0 a, -91 Fln I. "Foci ------- wH uj) O PLUMB------ L.T. 7n T---3a I I m L---U A --2�-8• 7'=8� 1'-11• 0 0 0 NB PLUMBING PLAN SCALE: 1/4' • I'-0' A E C N IT E C T i 6 Gr Mae, �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774fi078 FAX: 407-7744078 www.abdeslgngroup.com L AA 8: 0003325 8 0 y 0 a. SUBDIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 50 PH JUL I RINT 7 9 21 ATE:CALE: 1/4"=1'-0" HEET P1 HVAC NOTES • DEN I T F P T f 1. ALL MECHANICAL EQUIPMENT $HALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS 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 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $HALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $yALL. 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. IL DRYER BOOSTER TO BE A PANTEC14 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LIKE- RETURN TRUMC 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING EXTERIOR WALL O O SECURE STRAP TO CONG CONDENSER PLENUM ? y AIR RETURN W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WS ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y SECURE STRAP TO UNIT W/ (2) AIR HANDLER ----EXTERIOR WALL 4' CONCRETE SLAB '6XI 1/4' SHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER VMECHANICAL FBCR 1T14 EDITION (2020) SLOG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG PITTING OR OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN —OUT (TYPN) COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING rEXTENSION SPEC. 'X8' CONC. ING OR TO SOIL WASTE AS QUIRED NEXT. GROUND CLEAN —OUT (TYPN) Fol MECHANICAL PLAN SCALE. 1/4' • I'-0' GMDesign .r,4. 41 N. RONALD REAGAN SLU LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h [a° ro h. 0 R N �. — _LL PRINT 7/9/21 DATE: SCALE: 1/4"=1'-0" SHEET M1 g_�� _� 2X4 TOP PLATE PLAN y PRE -FAD TRUSS 1/2' CIA -BOARD 7 _ r IR' DRYWALL —t SECURE BT. — PLATE TO SLAB W/ I0d MASONRY NAIL • 32' O.C. MAX 0,-0. FIN. FLR 2X4 WOOD STUDS •24. O.G. SLAB TIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.G. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. (��)TYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3/4'.I'-0' FIBERGLASS 84INGLES, WITH UNDERLAYMENT AS PER FBCR W5.1.1. 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 I'-0• TYP. O.H. 5/8' GYPSUM BC OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ C U- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I � r /REFERENCE / STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.G. 8' CMU 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLRh �. 4 n W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER 8 4EET 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 0'-C' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R30I.1.3 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r4__-�1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. AW s .ve Par aA• Lra s 2B_ GAS LINE THRU BLOCK �6rt6 N••r.•• FIBERsLAW SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. 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 ON] 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. FLR 11 8' CMU _ III APF4WVT W4�v. erzrcL —py�p0 DOOR APTROVAL RM vtRTZ TRACK SY 0Twm SY MALA SLOB PAATMOD TO Rocm TRACK ORAC10" w/PROOUCT AP}RDvAL Rta 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-& —2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIR93ACK AT ALL UPRIGH' PER STRUCTURAL DETAILS ev PRE-ENG WD. TRUSS — CONT. 2x RAT RIAJ SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS o 24' O.C. 1/2' GYP. WL. 15P- WOOD BASE— FfBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 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 84EET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS j. Lul _ 0'-0' FIN. FLR a a< ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.19 AND 16095.1. n W/ WINDOW OPENING BTYP. WALL SECTION " NO OPENING NOTE: METHOD TO BE USED FOR THE �5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'•I'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR 9C5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. GroM i In 1441 N. MUNALU KLAWkN tSLVU. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroupxom L AA #: 0003325 MIN 14 0 0 3 SUBDIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH E IQF—� 2X6 P.T. • CENTER OF DOOR HEADER SECURED IW (V 1/2' X 6' J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X IN' WA814ER 4 NUT OR W/ (2) V)' X S' ANCHOR BOLTS V8' WASHER 4 NUT tIE TO MILK W/ IE2a4 V4'TAPCONS 1 1/2, EMBED. 6' OO, 4' END DIST, I V2' EDGE DIST. IF BIDES. 2X6 GARAGE DOOR BRICK SECURED W/ 1611,2' X S' J-BOLT OR ANCHOR BOLTS, W/ 4' MIN EMBEDMENT, W/ 2' 17 X 2' X V6' WASHER 4 NUT. (1) WITHIN e' OF TOP, (V WITHIN S' OF THE BTM, O" (3) EVENLY SPACED. O IE O NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANFAGTUER'6 INSTALLATION INSTRUCTIONS W14ERE 4YY.Y NAT -Tld A Mom!! ATRNf.@NT GARAGE DOOR �1BUCK ATTACHMENT 3 4CJLIw•.r-a 6' cm I/2' DRYWALL 1><4 P.T. OR 9/4'X4' MIN. SECURE THRU PRAME 4 Q I'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/I6'ONS TAPG DOOR CASING. (MIN. SHANK SIZE 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1-1/4' WITHIN 6' OP EACH END DOOR JAMB OR WINDOW 4 16' OL. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAIL& NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" ):11RNDOW TO BLOCK +3/4" OR +5/4" 2X4, _ SECURE TO BLOCK W/ 3/16' TAPCON6 (MIN SHANK SIZE J46 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 UTHIN 6' OF EACH END 4 10' O.G. MAX SPACING. 2X6. = SECURE TO BLOCK W/(2) 3/16' TAPCONS (MIL SHANK SIZE .148 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END S, CMW 4 b' O.G. MAX 6PACIW. I/J' DRYWALL 2X8. ® 1'X4' SECURE TO BLOCK P.T. NAILER W/(2) 346' TAPCON6 DOOR CASING (MIN SINK SIZE 145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 16' O.G. MAX DOOR JAMB OR WINDOW SPACM ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" r1IIINDOR TO BLOCK +1 1/2" a 2X4. _ SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHANK 61ZE .145 MIN. HEAD 612E 3" MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 10. O.G. MAX SPACING. 2X6. SECURE TO BLOCK W/(2) 3A6' TAF CONE (MIN SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 114.) WITHIN 6' OF EACH END 6' Cm 4 B' O.C. MAX SPACING. 1/2' DRYWALL 2X6, ® a SECURE TO BLOCK 1'X4' WK2) 3/16' TAPCON6 P.T. NAILER (MIN. SWANK 617E J45 1/16' 01Sa X 4' MIN. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 DOOR CASING WITHIN 6' OF EACH END 4 16' O.C. MAX SPACW- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMIS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" /111IND011 TO BLOCK +1 15/18" 2X4, = SECURE TO BLOCK W/ 3/16' TAPC046 (MIN 614AW SIZE J46 MIN. HEAD 61ZE 340 MIN EMBEDMENT I V49 WITHIN 6' OF EACH END 4 W O.C. MAX SPACWK NOTE, STRUCTURAL 2X MUST ME ON OUTSIDE 4 SECURED 2X6. ® THROUGH NON-STRUCTURAL T 6ECURE TO BLOCK 3/16' TAPCON MIN. 1.1/4' WW2)RE TAPCCK EMBEDMENT INTO BLOCK (MIN &HANK SIZE J40 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END e' cm 4 10' OG. MAX 6PACMG. 14' DRYWALL 2X6. ❑ SECURE TO BLOCK PX4' WK2) 3AV TAPCON6 P.T. NAILER (MIN. SWANK SIZE .146 DOOR CASING MIN. HEAD SIZE 30C MIN. EMBEDMENT 1 1149 WITHIN 6' OF EACH END 4 W O.G. MAX GPACMCs. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4" /:,1111ND01► TO BLOCK +2 1/4" 2X4, = SECURE TO BLOCK W/3/16' TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 IVOr- MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/W TAPCCNS (MIR SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 6' CI'Al 4 ID' O.C. MAX SPACING 1/2' DRYWALL 7XM ❑ SECURE TO BLOCK I'X4' WK2) 3/16' TAPCCNB P.T. NAILER (MIN 614AW SIZE .148 DOOR CAOMG MIR HEAD 612E 300 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 16' O.C. MAX 6'•� DOOR JAM15 OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMIS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" G wrunnw Tn nTnex +�^ 2X4, = SECURE TO BLOCK W/ 3/16' TAPCON6 (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 UT14IN 6. OF EACH END 4 18' OL. MAX 6PACMG. NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON CUTOVE 4 SECURED SECURE TO BLOCK THROUfaN NON-6TRUCTURAL WW2) 3/16' TAPCONS 3AW TAPCON MIN. 1-1/4' (MIN. 614ANK SIZE AD EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.) 6. CMWITHIN 6' OF EACH END 4 IV O.O. MAX SPACING. W DRYWALL 2XS, ® ❑ I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS (MIN. GNAW SIZE J46 DOOR CASING MIN. DEAD SIZE 300 MIN. EMBEDMENT I 1/4') 4( WITHIN 6' OF EACH END 4 IVOG MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') 2ND 2X SECURE TO STRUCTURAL MEMBER UV(712d WITHIN 6' OF EACH END 4 6' TO 8' O.C. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3" F 2X4, RID SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 18' O.O. MAX SPACING. 2X6, 6ECURE TO BLOCK WW2) 1/4. TAPCON6 (MIN. 814AW SIZE 145 MIN HEAD SIZE J00 MIN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 ID' of MAX SPACING. 2X8. SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK 61ZE J45 MIN HEAD SIZE .300 MIN. EMBEDMENT 1 1/4.) WITHIN 6' OP EACH END 4 W OL. MAX 6PACMG 6' cm ❑ V2' DRYWALL I'X4' P.T. NAILER 1/16' 0.88. X 4' MIN. DOOR CABMG 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 7/16" /;,11RNDDlf TO BLOCK +3 7/18" 2X4, _ SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SWANK 61ZE J45 MIN. HEAD SIZE I= MIN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 ID' O.C. MAX 6PACING. 2X6, SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .148 MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/47 WITHIN 6' OF EACH END 4 l0' O1C. MAX 6PACIW- 2X6. cm SECURE TO BLOCK WW2) V4' TAPCON6 (MIN SHAW 812E 14S MIR HEAD SIZE 300 MIN EMBEDMENT 1 1/4.) WITHIN 6' OF EACH END 4 18' O.G. MAX SPACING. NOTE. STRUCTURAL 2X MOT BE ON OUTSIDE 4 SECURED TNROUGW NON-STRUCTURAL 3AW TAPCON MIN I-V4' EMBEDMENT INTO BLOCK LJ 6• GMU 1/2' DRYWALL IT. NAILER I' P.T. X 4' MM. 11" - 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" /11PIND0II TO BLOCK +3 3/4" A R C R I T E C T i Design Grou lna. 41 N. RONALD REAGAN BLI LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 h e` aCa Ci b O ti SU13DIV. 8e LOTIN SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. PRINT 7/9/21 DATE: SCALE: SHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL If MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11,473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/3112021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872,8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 10446.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2022 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10532.20 SIMPSON STRUR. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS Mr. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. Mr. 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. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU Mr. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING OCT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU Mr. DOORS 8'-0" SWINGING EKT. 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 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 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: OS/05/2021 ARCH I T R C T 8 Design Grouirl1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 a �W h 0 C d SUIBDIV. & LOT: 14 SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: °2045-UYTAN9' GARAGE SWING: LEFT PAGE: PRODUCT APPROVAL LISTING %LO MPH EXP. PRINT 7/9/21 DATE: SCALE: SHEET D3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TCJ� BE WIRED TIED 70 LATH • 9' O.G. MAX (VERTU. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 1la. LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING NISTALLATION FASTENERS TO BE SPACE-7 • 1' O.C. MAX VERTICALLY / j' THICK 3 COAT CEMENT \ PLASTER Will LAYER 7, FORTIP106R BUILDING PAPER APPROVED METAL LATH FASTENED e1' IVERTJ O.C. MAX AT SUPPORTS Will LAYER -1, STUCCO WRAP LK= SHEATHING VIA VArM I E II� LATH SHALL BE CONTINUOUS WIN THROUGH CON JOINTS BUT BE STOPPED TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 \ PLACED FLAT MAX. 6' TO 8' FROM JOINT WHEN CONTROL. CONTROL FALLS ON 1. FASTENERS FOR LATH TO BE NAILS OR\ i STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 2. ARE TIES TO BE (NO. 18) 0J9415' ARE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN =77 R wu u i O"M" TYPE CONTROL JOINT OLPOLDIWMRD+rt.A O LK1I.D NWAI®•rt.A ® 2. DIVAN • PT. 6 •OLD 49, ".A NWARD + ® L IOI.p NWARD • rt. A rt. 2. CREAM + Pr. a A CINA 11! A IDLD rt. c DYER M. 6 TILL PT. C TOlCHIN Ill PLAN= e", UAL. POLO. 92 Inv QIT. 3 COAT CEMENT frRwilmll N' 2 ODAT NOTE, APPROVED SWILDING WRAP Pn1-D, ai,arLea/ a+D REQUIRED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE/ WIRE TO FRAMING 6' a VERTICAL LAPS (ROLL wits LAYER q ENDS) i 6' a HORIZONTAL LAPS. STUCCO WRAP ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' WITH FORTIBER SHEATHING TAPE UR5 LAYER 4, FORrIFIBER BUILDING PAPER METAL LATH / \ &N6'6ELF-ADMERIN3 MEMBRANE / \ FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE / I• Met LAP • METAL LATH \. PLASHING OVER APPROVED HOUSE Will TO PIPE fX X X X ' FLASHING EXTEND ONTO 4'x4' SELF-ADMERIN3 MEMBRANE X X X —j FLASHING OVER APPROVED _ HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE METAL LATH 7 WRB LAYER al,I J' THICK 3 COAT CEMENT Ili' CONT. REAP of SEALANT STUCCO yZy.AP PLASTER INSTALL APPROVED HOUSEUAIAI^ AIR LOoY/ METAL LATH IWILTRATION BARRIER OVER SHEATHING LAYER +2, FOWIFIBER WBUILDING Will LAYER •2, FORTIFIBER BUILDING PAPER COATINGR STUCCO/ PAPER �CCV. ILTLA6TOM (SEE TYP WALLSECTION) SO WRAPr7—IR WOOD SHEATHING SECTION ON FSUerigr IaH1Y10 WIirg Exterior u f portlara convent plaster l shall complyvof theASTM requirements of ASTM C 92&i8b, C 6-18 P MIN LATH R lathinpand �lashal '�XLa•ALL LV vA gaframing omploa ASTM hi 2 SCALE, 1 1/2'.I'-0' or ASTM 1787. ® KIC KO UT DETAIL VERTICAL LATH & PAPER DETAIL SIDLAPS OF METAL PLASTER BASES SMALL DE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITH 0)841S-IN. (171-MM) WIRE AT INTERVALS NOT MOIRE TFIAN 9' (229-MM). AS PER ASTM CI"3. NOTE, FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED ULHOIUSE WRAP TAPE PER MANIF. SPEC. OR PEEL A STICK : MANS li W7 *MY) e•AW RAPE OR CL 3rTERIOIe ROOF e�d'dYLL.OfA@EQ F �� 00 WALL PLAGWNS a KKK -DOT 9-AbWN6 (NE DETAIL) p \ —"TM TENT NAL (EBO OR /OLDW QQBQQ) NQM MRTALL KIckGLT R QI1 MO AT 00R76M OF ROOF e WALL NTRItlECTICW WOOD SHEATI BUILDtl PAPER STUCCO HORIZONTAL LATH &PAPER DETAIL 4'x4' SELF -ADHERING MEMBRANE FLASHING ICOMPATISLE W/ HOUSE WRAP MATERIAL) OVER APPROVED MOUSE WRAP. I. OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OFF SELF-ADLERING MEMBRANE FLASHING �p STEP 01 WOOD SHEATHING OR CMU WRE, LAYER el, STUCCO WRAP (FRAME ONLY) 4• i WRA• MATERIAL) OVER 4'14' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHM[i To EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP n SELRING MEMBRAWE TAI 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT L E G S -� JpL'�VIT IJ CEMENT PLASTER (GMU) METAL LATH (FRAME ONLY) LAP WRB I TAPE OVER DRAINA-zE PLANE (WRB ROOF/WALL SCREED LAYER 1*1, STUCCO WRAP) 5'X5' 'L' TYPE CONTINUOUS WRB LAYER #2 (FORTIFIBER ...... — — — TAL FLASHING NAIL TO ROOF DECK, NOT BUILDING PAPER) WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X INSTALL WITH ROOF CEMENT STUCCO ROOF PER ELEVATIONS O"L" FLASHING N.T.S. WOOD OR-I/1(oII ZIP WALL 5HEATHING SELF-ADHESIVE FL)45HING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-a41-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T S 6 Design Grou 1RD. +� LONGWOOD, FL 32750 �•V PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y O F ti ,%k a N SU13DIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH E JUL PRINT I /9/21 DATE: SCALE: 1/4"=1'-0" SHEET WA1 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, I. BOTTOM, 2. SIDES, 3. TOP 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. IirX- E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS II I I APPLY SEALANT AT PERIMETER OF BACKER ROD , NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,)' CAULKING • JOINT f ALL AROUND PER SECTION R70 7 Exterior lathing and pleslering BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.18b. I X' Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, ;r X or ASTM 1787. WRB LAYER "I, STUCCO WRAP I - HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER h, STUCCO WRAP LAYER -2. FORTIFIBER BUILDING PAPER wooD CONSTUCTION - `METAL LATH a' CMA1 VINYL CASING BEAD 6' RAISED BAND i K' TO 1<j' MID -WALL WEEP SOWEED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN 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) WRB LAYER 02 (FORTIFIBER — — • — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1116" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALLI 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. 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 I I ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' THICK, 3 COAT CEMENT PLASTER Ye' TO lb' MID -WALL WEEP SCREED CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING UM LAYER �, STUCCO WRAP UIRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX W TO N MID-UTALL usrP G81 6' WIDE STRIP SELF ADHESIVE FLASNMG, CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRT "7B HORIZONTAL WEEP SCREED (FRAME TO BLOCKI S' WRB LAYER 01, CUT OPENING IN STUCCO WRAP 4777777777 APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER •I, SELF ADHERING ! STUCCO WRAP MEMBRANE FLASHING APPLY SELF_ ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '1 STEP #1 STEP #2 APPROVED HOUSEWRAP WRB LAYER 01, BELOW STUCCO WRAP CUT SUCH THAT 6 APPLY 60 MIN SELF -ADHERING. NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP U. LAYER 02, FORTIF15ER BUILDING PAPER STEP #3 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS / ELASTOMERIC / COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) — METAL LATH STEP #5 STEP #(o l 9) ELECTRICAL RECEPTACLE A R C N I T E C T I Design Grou .. . aw. LONGWOOD, FL32750 �YV PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 z Y C F a. SUBDIV. & MT: SILVERADO LOT #19 BLK #10 PROJECT// 03719.001-19101 MODEL• "2045-LANTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 WH EA. WOOD SHEATH( WRB LAYER 9, STUCCO WRAP WOOD WIRE, LAYER 4, FORTIF15ER CONSTRUCTION BUILDING PAPER Ili FIAT 0HAN4EL J' THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED 0 SHEATHING ``� —4' POSITIVE DRAM WKS LAYER STUCCO WRAP " i' THICK, 3 COAT CEMENT PLASTER — \ 6' SELF-ADHEREING FLASHING WRAPPED •� ` • TOP OF WEEP SCREED TO SHEATHING BELOW X. WRB LAYER 9, STUCCO WRAP WIRE, LAYER -2, FORTIF15ER -----, i BUILD( PAPER �.'..; •.-6' SELF -ADHEREING WRB LAYER 9, FLASH( WRAPPED STUCCO WRAP jv • CORNER OF CANTILEVER AMICO AM66-WRUC-7189 1 �� 4' POSITIVE DRAIN CUSTOM CAST BEAD VEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL.® CANT. SCALE: 1 V2' • I'-0' EXT. WOOD FRAMED WALL "-FLOOR DECKING PIE-ENGb TRUSS WEATHER RESISTIVE - 6ARGIER 9 WEATHER 111E816TIVE - 6ARRIER R ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHBY.s— L ND GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) I 4' GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — DRY WALL THICK. COAT CEMENT VINYL CASING BEAD � TER -VINYL CASING; BEAD WATER PROOFING let- LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE 3' X 3' 26 C.A. GALV. FINISH LAYER f2 LAYER METAL DRIP EDGE PEEL 4 STICK) SET IN RILL EIED OF 6' PEEL ! SEALT.1i' EX STICK • DRIP SPACE FROM DRIP FACE T EDGE TO FACE TO TREX DECK X' GAP FOR BACKER NOTE: I K'XI 'Yi P.T. OR 8W'AILATED ROD' SEALANT WOOD (TREX) FILLER METAL LATH: LATH TO BE PER SECTION 8 VINYL CASING BEAD R-1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. WATER PROOFING I.t LAYER l2 LAYER PEEL 4 UJEAT14ERRE818TIVE BARRIER 9 BARRIER PER SQ. YARD (UTILITY OR NOMINAL BTICWWRAPPED PROM BALCONY DECK TO WEATHER RESISTIVE BARRIER CANTILEVER ro. LATH DOES NOT MEET SPECIFICATIONS) 6' PEEL !STICK • DRP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP SUB FLOOR EDGE WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE ------ SET IN FULL DEC) OF WEATHER RESISTIVE I X XI % P.T. OR SIMULATE SEALANTjj' MIN BARRIER 9 WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT WEATHER RESISTIVE CONTIN CONTINUOUS FACE FACE TO TREX Cs • BEAD HAT CHANNEL :� BARRIER '2 ?.'CAP FOR BACKE RDD 4 SEALANT WATER PROOF( Got FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 ANY CAS( BEAD 1' THICK, 3 COAT CEMENT PEEL 4 STICK) 3/4 RESILIENT STIGU WRAPPED FROM BALCONY DECK TO PLASTER HAT CHANNEL CANTILEVER THICK 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL 7. METAL LATH PLASTER W/TEXTURED ! PAINTED WOOD SHEATHING METAL LATH FINISH 8/E' TYPE 'X' DRYWALL WOOD SHEATHING COAT CEMENT (2) 2x12 HEADER TURED 4 PAINTED WEATHER RESISTIVE PLASTER M BARRIER RESISTIVE J' THICK 3 COAT CEMENT BARRIER 92 VINYL CORDER BEAD 4' POSITIVE DRAIN S WEEP SCREED PLASTER ylNri CORDER BEAD 4' POSITIVE DRAIN nee wee¢m VINYL CASING BEAD NO GAP IN FIELD VINYL CAGING BEAD plO GAP IN FIELD (SHIouN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP O11D DRIP EDGE 11 EDGE INSTALLATION INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER *t i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11E RIP EDGE INSTALLATION OLUMN SHEATHING EATHER RESISTIVE IARRIER 9 FATHER RESISTIVE IARRIER 4 ' SAF. \ PEEL 4 STICK - 11b'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I X)' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, K' MIN. SPACE FROM DRIP FACE TO TREX \PEEL 4 STICK SUB FLOOR :1® 7�z OR SIMULATED X) FILLER R SEALANT ER ROD. MODIFIED 9m 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD S/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH j' THICK. 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER •2 EXTERIOR COLUMN -COLUMN SHEATHING L E G E N D 16' SAP. 'I b'x3"L' FLASHING DRAINAGE PLANE (WRB 'FULLY EMBEDDED IN ROOF CEMENT LATER 01, STUCCO WRAP) I V X 3' 26 GA. GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIF15ER — — — — — SET IN FULL BED OF SEALANT, K'MIN. BUILDING PAPER) SPACE FROM DRIP 'FACTO TREX VINYE CASING BEAD METAL LATH x—X—x—x WATER PROOF( lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 7/1�o' ZIP WALL k THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAM JJEEP SCREED VINYL GORIER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL cAs EAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: INTO WOOD SHEATHING 2x FRAM( MEMBER i' THICK, 3 COAT CEMENT PLASTER 2 1/2' rrffEW wean FASTENED TO SHEATH( • T O.C. MAX. r• C WRD LAYER 9, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 7. FORTIFISER BUILDING PAPER SF�2RNER BEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING A l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK WRB LAYER 9, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER\ METAL LATH � J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING — FLASHING WINDOW FLANGE WRB LAY BUILDING METAL L/ J' THICK, PLASTER &'SELF-, FLASHINI DRIP C WINDOW 15B CASING BEAD 05) WINDOW ( FRAME, NO BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) A R C N I T I C T 8 -.-. LONGWOOD, FL32760-•r PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Cc a 0 a A R C+ ," A gag SUBDIV. 8c LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS %50 MPH EXP. WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRS LAYER 02, FORTIFISER BUILDING PAPER � METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING LURE LAYER 01, STUCCO LURAP 1 LURE LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 'dEXPLODED d' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED WRB LAYER n, FORTIF15ER BUILDING PAPER METALLATH THICK 3 COAT CEMENT PLASTER ­7--�—_ 6'SELF-ADHERING FLASHING ___ WINDOW FLANGE ' CASING BEAD ® WINDOW 15C (FRAME, W/BAND) METAL LATH Yi GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM i STUCCO TO SIDING TRANSITION SIDING WRB LAYER h, STUCCO WRAP ]' THICK 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 02, FORTIFISER BUILDING PAPER WOOD SHEATHING WRB LAYER ry, STUCCO WRAP \--- CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 918- CASING BEAD (CROSS SECTION) WOOD cONSTIWCTIC BEYOND WOOD SHEATHING - WEATHER RESISTIVE WARMER , WEATHER RESISTIVE BMRJER a LAP 609 Wlp"v AL V SELF -ADHERING FLAMING STARTER STRIP IwboD`Twn "'MEAM'i OMB¢ CASM 7 \ FLASHING °HNG ER I WEATHER RESISTIVE BARRIER I WEATHER IRENBIeTIVE \ \ BARRIER NERNG FLAMINGGSELF-AP C V C) METAL T LAMING / r X 6 eIMULATED WEOD TRIM MEANDER \ AL GAP W/CAULKNG / OR APPROVED SEALANT SIDING TO STUCCO 0 BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-148, MIN, 2.5 LDS, PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER "I, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER i BE � TwNCT1oN BUILDING PAPER i LURB LAYER "I, WOOD SHEATHNG— �' THICK, 3 COAT CEMENT STUCCO WRAP WEATHERREMSTIVE- BARRIER -1 PLASTER ' WEATHER RESISTIVE - BARRIER 7 ' WRB LAYER 02, FORTIFIBER X REVEL MDR VINYL ANGLED i BUILDING PAPER 6' SELF-ADHERNG - LAeHIra CASING BEAD METAL LATH VINYL CASING BEAD A.i STARTER STRIP — J' THICK, 3 COAT CEMENT - (EXPLODED VIEW FOR PLASTER CLARITY) GALVT7 METAL— X T FLASHNG D66FR7DMEE E-ZBVNYL CA (0%. FLEXIBLE PVC BACKER ROD) CASING BEAD ® RAISED VM RANG `� BAND (FRAME) TMI WEATHER WEARIER 17 A E61erIVE- WEARIER SCALE: WEATHER RESISTIVE - EARNER 4 \ I 1 WEATH BARRI W MIN — b' SELF -ADHERING FLASHING — WEATHER RESISTIVE BARRIER -1 TO LAP 6' MIN. ABOVE TOP ` OF '2' LASHING 1 MBAR BARRIER RE61eT1vE BARItl ( ER � WEATHER 7 616TIVE BARRIER 4 GALVV METAL z' LASHING Do Nor cawx oR 9E6L�PENmI'a i' SELF -ADHERING LASHING WEATHER RESISTIVE BARRIER q (W/V FLEXIBLE PVC WALKER ROD) SIDING TO STUCCO L-WEATHERRESISTIVE ® FRAME TO FRAME WARR1ERa 19 TRANSITION LEGEND DRAINAGE PLANE (LURB LAYER 01, STUCCO LURAP) LURE LAYER 62 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT - SEALANT PLASTER METAL LATH `a WINDOW FRAME ...._ _.._....._.......... .e...... � WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (Wl%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY '------------------------------------------------� ---------------------------------------------- Ya' GAP TYP THICK, 3 COAT CEMENT - CASING BEAD PLASTER \ SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP (2' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) MEMBER .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP BEAD WINDOW CASING 077 ARCRITICT! 6 Design Grou InG 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngro'up.com AA B: 0003326 N 8 R SU13DIV. T LA T: 14 SILVERADO LOT #19 BLK #10 PROJECT}' 03719.001-19101 MODEL., "2045-LANTAV GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. AVARAWASIM YDIIIII•q CARE SHOULD BETAKEN IN KEEPING TIE VENT PROPERLY P, S-AND'T ALIGNED. VENT PIPE IS SEALED IF URLIZED. NAIL IN PLACE SHOYTN IN M' GALVAMMD USING 1-1N' HAILS AT EACH CORNER, ROOFING CEMENT SHOULD EE APPUEO TO ALL SHINGLE EDGES HEAR TE PREPtAAM OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUTOUTTHEGOOSENECKVENTCPENINGINTHEROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING.SIZETiEOPENINGINACCORDMICEWITHTHE CONSTRUCTION -ES. CHART SHOVM. IN THE EVENT A MECHAMCAL VENTFAN IS USED, SIZE THE VENT OPENING IN ACCORDWHCE WITH VENT FAN MANUFACTURE'S RPING COM ECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS WHEN CUTTNK3 THE OPENING IN THE ROOF. REM INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THAT THE NAIUNG FLANGE OF THE VENT HAYS FLAT TO THE ROOF SHEATaNO. SLIDE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER THETOPS. THESTEBOTTOM VENT FLANGES TO LAY IXH THE TOP OF THE SHINGLES, FFF ROOF HOOD VENT DETAIL SCALE. NTS CUT NOUSHIRAP AT aS• ANGLE u, MODIFIED N Hou6EURAP LINE OF WHOM OPENING \ APPROVED HOUSEURAP OVER 6NEATMNG OVER UD 6TUD WALL STEP 1 NAILM FLANGE JAM06 EXTEND GILL N M SLL 1' BELOW \J/\ FLEXIBLE FLASHING DO NOT SEAL BOTTOM —' Fsa STEP 6 TEMPORARILY — FOLD -UP ( 6E0UP E NOUSEU.IUAP (OR TUCK FLAP UNOEIV at MEAD FOLD NOUSELLRAP- N AT JAME6 F SILL SLOPE SILL RO. TO EXTERIOR INSTALL 6 — M"-ADNERNG FLAMING OVER VINYL HEAD PLA664145, (UATH I DAMS) NAILNG FLANGE I EXT .A SELF64NM V MIN BEYOND P MN BEYOND JN7D FLASHING INSTALL VNTL C CAP STEP 2 STEP 7 MOLDED AROUND BASE aF PIPE AND OVER FLANGE T`* t1 i ALIGN FLASHM EV W. EDGE OF SILL MO. MECUANICALLY FASTEN FANNED EDGES. (CAP NAHL6, STARES) INSTALL DUPONT FLEX RAP AS TN FLASHING AT THE PLUMBING VENT DETAILS SIC A- 4% UTLY W' :olnsa)oo V SEALAN AMDS ANC W-PLY TO UNDOW NA LANGE N 4M-FUNGI IDLES OR UDE ADHESIVE - IXIBLE FLASHNG YEIU DRP CAP ECTO-~ EQWv) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS WIDE VALLEY FLASHING 10 FASTNERS W1Ti1N SDa OR HEAVIER RE,a. CENT:RUOE E- FASTHERE IN uNDERIAYMEM END OF SHINGLE X D END SHINGLI ASPHALT L AT LEAST 12' BEYONI VALLEY CENTERLINE ROOFING /� CEMENT 1-CUPPEDOFF GARNER AT. DEGREI SHINGLES TRIMMED 2' BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, NT6 APPLY C6I H2u (O EGUAL)GEALANTH UR+D0mvCM I JOINT FLUID APPLIED FLASHING (LANCO UNITE -SEAL IC-61 OR EGI AU. SLOPE SILL TO EX I. IT 18 THE 02WACTORS 14E6PONSISILTY TO VERIFY THE COMPATIDILITT OFALL FTSODIIGT6 INCLUDRdG NIOUSEURAP. 69ALANTS a GELP-ADHRIFUNG PLA64NM MATERALS USED DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MANUFACTURERS UN TEN SPECIFICATIONS WAR 114a, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW HISS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WNDOW6 WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT ---- L IT 16 THE cCNT ILITY O ALL PRODUCTS TO VERIFY THE COMPATIBILITY * ALL P LASHM ATEM LI SEALANTS DUF (SELF CONSTRUCTION. FLASLISG 1'7ATEItlAL6 ueeD DUR6G CONSTRICTION. 2. PLA614M AT EXTERIOR WINDOWS AND DOOR OPENSG6 SHALL W INSTALLED N ACCORDANCE WITH MAN FACTUREWS INSTALLATION INSTRUCTIONS AND APPROVED M T140D U OF FBC R106A U N ACCOI®NIGE WITH FENESTRATION MANIFAC7I 11I INSTALLATION AND PLASNNO SMTRICTIGTB. W SEALANTS MAY REACT ADVERSELY F HOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, WIS A N C N I T E C T $ ..n PH: 407-774-8078 X: V FA407i774.4078 www.abdesgngroup.com AA #: 0003325 y a W C eF C SUHDIV. & LOT44 SILVERADO LOT #19 BLK #10 PROJECT#( 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE 1�\ I� l/8' TEXTURED I / FINISH m WOOD I �� 2x6 SUE, eANDJ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEV,4TION l/S' TEXTURED FINISH •WOOD, I/2' TEXTURED FINISH •GMU x .,� x ! METAL LATH x x x x x WOOD SHEATHING x x x x x x '7J OR cMu l WRB LAYER M, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x —� WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER � FRAME OR GMU !FRAME ONLY) x x x x x x x x x x x x x ROOFING CEMENT x x x x x x x x x x x FELT PAPER EDGE _ KICK OUT oo ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) / \\`DRIP EDGE, I' OFF WALL NOT INTO STUCCO) �1/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED FINISH m GMU i � 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENGi'D TRUSS TO BE GUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH m END TAIL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR GMU) SUB BAND DETAIL 0 WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 3 SUB BAND DETAIL (9) WALL W/KICK-OUT DRIP EDGE (REFERENCE POINT QNLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.Ya° ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U4'x4' NOTCH m END, WRAPPED IN PEEL t STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR GMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/U5'x4' NOTCH m END, WRAPPED IN PEEL t STICK -ROOF CEMENT m ROOF EDGE ;l OMITTED FOR CLARITY ARCNITECTt DesOl.ne..n Grou 1441 N. NUNAW NtAI3AIY tlLVU. LONGW000, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdeslgngroup.com AA #: 0003325ro � z 8 h 0. • 'dw� SUBDIV. 8e LOT: SILVERADO LOT #19 BLK #10 PROJECT/ 03719.001-19101 MODEL: "2045—LANTANA° GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH TE-t ,� —TE-1 v 3 , 1 FM-16X18 1 F2-24X24 F2-24X24 W „ 4" CONC. O w o w SLAB , I I I *:3 1/2'. 11 I� I \` -� _FM _i8X18_ `� o fV N LL I 4" PVC `�`, 3'-10" y,_2., 4-4" T-0" CHASE,\ I„ „ , , I „ ��`, TOP OF TE-1 SLAB I O z 4 O i ILb\\ , I � N 1" PVC CHASE is r— TE-1 FOR ELEC. @ �,� 14 ISLAND I „ I „ , I - o " I 16 -6-- 23'-6" ` `` . I , ,d I� I 4 TE-1 W .1 — — — 7 r �� I Y EXTEND P SLAB 1 1/2" I TE-1— N iv L — TE-,— I 6 6'-8" 5'4" 4'-10" 2'-8" 4" I I I *3 1/2" I I I I . "sy I X EXTEND — SLAB 1 1/2" FM-16X18 N F 4" CONC I W law SLAB I I I - 41-611 0_ ip I iv ly 2 2 ----� I 4" I 9 I TE-1 I I -51/2" I F2-24X24 1 1 FMC-16X18 FMG16X18 FM-IBX18 1.1 FM-16X18 0 1N M �w 5'-10" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'4'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'4% 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 NTH THE W,NDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.C,INDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE W, OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION DOWEL LEGEND © 8'x&' MASONRY COLUMN W/ (2) 5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN W/ 5 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 WlAxW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING O PROVIDE CORNER BARS SAME SIZE QUANTITYRS I FOUNDATION, SDAE SCHEDULEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16xl8 16, CONTINUOUS 18" - (2)#5's - (+)0'-0" FMC-16xl8 16, CONTINUOUS 18" - O s #5 IN CURB VARIES F-2024 24" 24' 17' 2)# 'S (2)#5's TEA w SEE PLAN B" - s #5 IN CURB F1-30X30 3(y' 30' 12" (3)#5'S MIA s _ (-)0--8" F1-42X42 47 42' 12" (3)WS () A s F2-24X24 24" 24" 17' (2) #5'S (2) 's FOUNDATION PLAN SCALE: 1/4" = P-0" A E C N I T E C T 8 Design Grou . Al N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abde igngroup.com AA #: 0003325 V 0 ti —04 SUBDIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LMANA" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 50 MPH E . PRINT 7 9 21 DATE: SCALE: 1/4"=1'-0" SHEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z }} • Z STEEL REINFORCING IN GROUTED _ .I, STEEL REINFORCING IN GROUTED — . — �. CELL SEE PLAN FOR SIZE AND Q IL CELL SEE PLAN FOR SIZE AND • �r 1 • SPACING REQUIREMENTS SPACING REQUIREMENTS - ° r Q W m 0 W ¢) �a ° _ �� 0 N 4 FM °; K N Z 8" CMU WALL O 8"CMU WALL • . CORNER BARS, SAME SIZE AS LARGER BAR I O - Z m +- 0,-, d ° •I IN FOUNDATION WITH 30" LEG EACH b M +- 0'-d' • WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB I ,., °I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BP,RS PORCH SLABBAR SEE SLAB SCHEDULE SIZE 48 BAR DIA. FER (1 STORY)EXT -VARIES • SEE SLAB SCHEDULE TOPOFGARAGE LL CONTINUOUS STEEL MONOLITHIC _EXT. FOOTING REINFORCEMENT SEE SCHEDULE W/ 72' ISOLATIONFER WAND (2-STORY) 18 CH W/ 12oSOLATIONJORCH SLAB 4" CHAMFER (1 STORY) T 6"CHAMFER INT (WHERE APPLICABLE) ZEDULE #4 24" 30„ JOINT (WHERE. l•. (2-STORY) • " • EE SCHEDULE BAR SIZE APPLICABLE) Z 4 FOR WXD, BAR SIZEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING QUANTITY, N AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO-FOOTING__'�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE:3/4"=1'-d' L @GARAGE SCALE:3/4"=1'-d' CORNER BARS DETAIL GARAGE DOOR LAP TOP PLATE A MIN. OF 48" W RECESS AND NAIL W/ 16d COMMON g 0O NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT B' LAP TO OCCUR OVER STUD OF WALL W/ PLAN w W W m:I N 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ SYP O 0_ I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ CURB FOR > N NEW REINF. BAR a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 12"x9" WEDGE ANCHOR W/2" PLOATE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH iii������ MASONRY UNITS SET r 1,0, AT ELEV' 2" CAPPED a g EPDXY. MIN. EMBED EPDXY 5-12" EMBED. MIN. C 16" OC 0'-0" GALVANIZED PIPE � Q I... UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE Q O FOLLOW ALL MANE. BTM AND TOP PLATE N KQ SPECIFICATIONS FOR ANCHORS W/ 11 x o = m USE AND I COMMON NAILS FILL ALL in PREPARATION OF HOLES, DO NOT USE 10d W Z HOLE. x 3" SEE SLAB SCHEDULE SECURE FLANGE TO a RECESS AROUND GARAGE SLAB W/(4) 1/4" X 2 1/4" TAPCONS °� O'Q�O +- "I" DOOR OPENING TOP OF SLAB... • � A Y .� SCALE: 3/4"=7'-0" 4" CHAMFER (1STORY)- e 6" CHAMFER (2STORY) • •. :r, LAP TOP PLATE A MIN. OF 48" EQ. EQ, SEE SCHEDULE AND NAIL W/ 16d COMMON VERIFY HEIGHT FOR WXD, BAR SIZE NAILS, 2-ROWS, 4" BTM. OF WALL W/ PLAN LAP TO OCCUR OVEERR STUD AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BEARING PROVIDE BLOCKING BOLLARD MONOLITHIC FOUNDATION WALL lSYP No WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SCALE: 3/4"=7'-0" �WI UPLIFT) 5 �+ V BTM. PLATE O BE PT. SCALE 3/4"=T-d' SCALE:34"=1'-0" PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W/tOd MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 48" SLAB SCHEDULE AND NAIL W/ 16d COMMON Q NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED [SEE LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND TOP OF SLAB SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE g PLANS FOR SPACNG. SINGLE m < BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL e • J ° PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q W ADDITIONAL METAL mU EQ. EQ. SEE SCHEDULE CONNECTORSNOT a FOR WxD, BAR SIZE REQUIRED WHEN c, V) O 8"CMU WALL AND BAR QUANTITY UPLIFT IS PRESENT. T. 0'-d' POURED LINTEL CONT. (TYP.) _" ��INTERIOR CURB FOUNDATION WOOD WALL 8"CMUFILLEDCELL(TYP.) -}� - .• TOP OF SLAB I•7WxD,BAR SEE SLAB SCHEDULE 2X WALL FRAMING +- 0 LAB SCHEDULE , 1/2' DIA. SIMPSON STS2 BOLTS 5" TOP OF SLAB - c• Z a �' MINIMUM EMBEDMENT INTO •°°..• •�- m - D" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND < D UNDER WALL AND iS' O.C. VERTICALLY MAX MONOLITHICALLY WITH •�—, -TION AND SLAB B' VARIES B' SEE SCHEDULE ^° 3• FOR WXD, BAR SIZE , /E 3, 7 AND BAR QUANTITY ✓ AND BAR QUANTITY \­1 COMA/BIL•INED EXTERIOR MONO- INTERIOR FRAME 'c INTERIOR FOUNDATIONWOOD WALL BRIG WALL TO 9 BQALE:3/4"="d' (NO UPLIFT)FOOTING 0 AND COL. PAD �� BLOCK WALL CONNECTION 'I '7 ` SCALE: 3/4"=T-0" SCALE: 3/4"=1'47' (U 5•C:ONT. � L s SHOWER RECESS FOOTER 12 SCALE: 9 "=T-O" A N C N I T L C T I Design Gr SO.nc. W1 N. RONALD REAGAN Bl LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m fi rn A R Susmv. 8d LOT: SILVERADO LOT #19 BLK #10 PROJECT/ 03719.001-19101 MODEL "2045—UNTANA" GARAGE SWING: LEFT PAGE: DETAILS 50 11PH 23'-8" Ir DOWEL PLAN SCALE: 1/4" = 1'-0" A E C N I T E C T 8 6 Grouu i �n 41 N. RONALD REAGAN BL' LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 wwwabdesigngroup.com AA #: 0003325 h L4 8 P4 aO U 4l A F susDly. a� LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL "2045-UNTANA" GARAGE SWING: LEFT PAGE: DOWEL PLAN 50 MPH EXP. Bj PRINT 7/9/21 DATE: S C ALE: 1/4"=1'-0" SHEET s1.2 rj—T'EVER TICS L REBARc TO HORIZOTAL Z REBAR W/ HOOKGROUTED OND BEAM i\ VARIES PER ELEV. •' tV a a � CLEAN OUT REQUIRED Q FOR INSPECTION m a 0`0 FIN. FLR. TIE ERTICAL REBAR < TO HORIZONTAL - REBAR W/10"HOOK tee_ BAR SIZE 48 BAR DIA. Z� #3 18" U #4 24" #5 30 #6 36" #7 42 HORIZONTAL/VERTICAL REINFORCING (D- SCALE: 3/4"=1'-0" 8"xil" MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE BLOCK AS SHOWN ro ❑ © DOWEL IN FOUNDATION DOUBLE FILLED CELL 4 SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA. #3 19' METHOD #4 24" HORIZONTAL/VERTICAL #5 30" REINFORCING .1 L SCALE: 3/4"=1'-0" #5 BARS a 8" 1. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS A E C N I T E C T f Design Grou . . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 y 0 eF C 9U13DIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT/ 03719.001-19101 MODEL "2045-LWANA" GARAGE SWING: LEFT PAGE: DETAILS 50 MPH EXP. GENERAL NOTES 1.)CODES 1.1 FLORIDA BUILDING CODE 71h EDITION, 2020 RESIDENTIAL SECTIONS R403.2 8 R600 t.2 FLUMDA BILDING CDDE. Th EDITION, MO WILDND, SECMIX S lWI.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI 31614). 14 BUILDING 000E REQUIREMENTS MD SPECIDCATION FOR MASONRY STRUCTURE (RMS 402ROb16) 1.0 AMEMC SODETY OF CALL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDING OTHER 6TRUC7URES(ASCE 7161 2.) CONCRETE 2.1 CONCRETE COMPRESSIVE STRENGTH AT28 DAYS: 2.1.1 PRE-CASTWSTANDARD REINFORCEMENT) PSI MIN. 2.1.2 PRELASTWRRESTRESSREIFOMC ENTO PSI 2.1.3 GROUTPERA WT 76.3000PSINYMA ,WWAGOREGATE.YT011'SLUAP. 22.1 STEELPIACEDINPRECASTLINMLATTIMEOFFABRICATON ASTM A015A615M (GRADE W) 2.22 STEELINUNTELAND KN I(OUTBLOCI((PIACEDIN FIELD) ASTMAS­' (GRADE 40). 2.3 PRES1RESSSTRANDSASTMA4101-WRE,ETRESSREUEVED270"I 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WTH AO 318-14, 2.3 CONCRETING OPERATIONS SMALL COMPLYNI'IHACISTANDAROB. 26 D4.5WIRE PERASTMA108NA108NM 3)MASONRY. 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASW C->N, NORMAL WEIGHT WITH MINIMUM NET AREA COMPRESSIVE STRENGTH 2O00PSI. 3.2 MORTAR SHALL CONFORM TO ASTM 0-270 TYPE "M' OR'S" 33 FULL MORTAR JOINTS ARE REQUIRED 34 MINIMUM AGGREDATE 284)AY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT BE LESS THAN FM = 2w0 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE 'UNIT STRENGTH METHOD' Oft, ALTERNATIVELY, BY THE'PRISM TEST METHOD' WHERE USM REQUIREMENTS -NOT BEEN MET. 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF W (WITIH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BLILDW CODE 71H EDITION, 2.0 RESIDENTIAL. SECTION R600.S.3 OR ROM DA BUILDING CODE 7TH EDITION, 20M BUILDING, SECTION 21N 1 4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 31 6I 4 AND TMS 4 16 4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR ATE DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FORUNTELLENGTIHATBE'ORGWE R,VERRCALCELLMLL DSOLIDW1 GROUTMID MINIMUM ONE (1) MS VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 4.5 UNTELS THAT DIRE GREATER THAN 1- CI -EAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT NOT BE REMOVED UNTIL 2 DAYS AFTER GROUTPLACEMENT. 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?' HOG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1 Od x 1 12" 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 CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 6. 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 2.4 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 7W LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11 WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK 1O (2) 2X12 BEAM SCHEDULE RRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P W.H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8"XB" (1)#5 GROUTED SOLID LOADSGRAVITY & UPLIFT SAFE 8"x8" RECESS DOOR HEADER GRAVITYO.D 8"x12" RECESS DOOR HEADE WE 001mir MEN mmE2m3m1rmmm1m GRAVITY & UPLIFT SAFE LOADS 8"x16" RECESS DOOR HEADER LOADS 8"42" RECESS DOOR HEADER mmmMEN HE ®®®®®®®INS M �mR��R1�RR�RR'fSRR�!®� ®Rra®m��ommm R�®E:;'i�R���000 Rai®R:7R""�IR�R��RRSRR�RQ:7 �T----------------------------- VF16AT/OMIOB 8F16-1 T/OM11 B 8F16-1 T/OM/1 B ,, 4,-6„ 21 8Fi6-4 M/OB 13'-6" 10'-2„ ♦; 1 1 % % ♦ m 1 r ♦ 1 %% j DIE ♦ AH7T "` 1 i 1 I �, I 1 �--- --N 1 1 1 , � 1 � ♦ 1 � ♦ 1 Y 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 '6 1 1 LL 1 1 1 1 1 1 1 1 U.N.O. PROVIDE 881 WHERE ROOF 1 1 TRUSSES BEAR ON TOP OF WALL 1 1 EL. 9'4" 1 1 1 1 1 1 DD 1 1 � 1 1 1 � , 1 1 � 1 1 � 1 � I I I 01 ♦ 1 L___ j 1 , 1 1 •, 1 1 . 1 oC 1 1 ♦ 1 I 1 1 V 1 1 1 1 i 1 1 1 1 1 1 1 1 C7 1 iLr 1 1 1 I 1 1 1 1 BF36-1 1 17' 1 8F16-1T/0M/OB 18F16-1T/0M/0B 10'-6" 4'1" m 0 Wi2 1 1 j �% 1 0 8F16-1T/0M/0B ,% Kx 1 1 ♦ 5-10 ♦ 1 1 1 1 1 L-------------------� LIFT BEAM PLAN ARCN IT ECTrt 6 G esi gn 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com.com AA #: 0003325, O� U O h O G 'SVBDIV. 8c LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL "2045-LANTANA" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN mm PRINT DATE: 7/9/21 SCALE: 1/4"=1 '- O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP. B""„ �1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING REINFORCING (1-2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUNDPSI-�G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' 7p #5 CORNER BAR W/ 30" LAP FOR EACH �ElP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BONG BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE i / TOP OF THE LINTEL. / A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. *-8 VERTICAL REBAR W/ 10" HOOK �0 P0S' F�G� 8x16 DEL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE •\O \r\O 8x8 BOND BEAMT TOP OF • W1(1)fkS BAR.y_ BOND BEAM 30" TYPICAL �OQ�<J F =FILLED W/GROUT -\\XO U UNFILLED GROUT SOLID FRTOP �p1\� NOMINAL LINTEL TO TOP OOF OPENING WIDTH # OF IN BOND BEAM, IF FILLED #5 BAR IN BOND BEAM CO'5'6 BEAM COURSE E NOTE 5 �/c pSEE A\� 16-1 T/ 1 B 8x8 PRE -CAST CE EO NOMINAI�� LINTEL WI (1) #5 LENGTH OF BAR OF MASONRY HEIGHT #0F#5'S,T0P OPENING-Z'IT CORNER IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR2BEAM DESIGNATION THAT XFX(-1TIIMABINDICATES A00UBLE B0ND BEAM #0F #5'S, BOTTOM 8x8 PRE -CAST CE REINFORCING OF BOND BEAM ANDXFXX-1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERIT IS THIS ENGINEER'S INTENTTO PLAN FOR LO AND XUXX-1 TA M/OB 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 18" O.C. MAX. MIN 1-114" _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 ( MIN 2 X 3) 2-3/16 TAPCON PRE -CAST "a 14T OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8' = SLOPE FROM EACH END AND 18" 70n m O.C. MAX. MIN 1-114"' `L EMBEDMENT 0 _ 2x8 (MIN 2X3)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 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-114' MIN. 2-12tl PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN L[Z14 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 SCALE: 3/4"=T-0" 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL > I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF EF FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" A R C N IT EC T 3 Design Grou l41 N. RONALD REAGAN BU L0NGW00D, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W m a rJ C F SUBDIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS t450,XPH W. PRINT 7/9/21 DATE: SCALE: 1/4"=1'-0" SHEET S2.1A 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8836, .177" ° x 2 7/8" LONG, WITH WASHER @ 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN,) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. r r r r n r r n n 'w w 'w 2 ul D D lDi D t-3i U U AH11T - 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES WI (2) 16d COMMON NAILS 8 SECURE AH15 TO SM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. AH17 AH19 A A A A A A A A A A A A FRAMING PLAN SCALE: 1 /4" = 1'-0" A E C N I T E C T 8 6 Grown LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA B: 0003325 R h Fa° V 0 a 4 F SU13DIV. 8e LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: FRAMING PLAN 50 E PRINT 7 9 21 DATE: SCALE: 1 /4"=1'-0" SHEET s3 A-( I) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS 642) 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 J" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. W SECURED W/ 10d GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-U'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, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a .1 1c TYPICAL TRUSS/ SCALE: $4"=1'-0" GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE wl (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2c6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BACNERILOCK BTM. PLATE TO BE PT. g TflClflM PROVIDE DBL, TOP PLATE 4500 3/4" WOOD PANELS PROVIDE BLOCKING 6000 (2)12" WOOD PANELS 1/7' GYP. WL. BD. 60 (2) 12" WOOD PANELS 90 2x LUMBER SEE SHEET A FOR NAIL SIZE AND D PATTERN r-,-'�I-JOIST CONNECTION @ L.B.W. -* BDALE:314"=T-O" (NO UPLIFT) NOTCH DEPTH 1/4'D O HOLE EDGE >5/8" HOLE DIAMETER 2/5'D SOL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8' BTM. HOLE DIAMETER PLATE < 3/5•11 D.L. STUD STUD NOTCHING �01 AND BORING LIMITS U SCALE: 1 12"=1'-0" 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 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Tx 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L—A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) ?' x 5" TITEN HD TO CMU AND (12) SDE }" x 2 J' TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HO TO CMU AND (18) BIDS }" x bQ, 2. WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d GALV. COMMON NAILS. (2) }" x 5"TITEN HO TO CMU AND (18) SOS �' x 3' lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12. O/C SEE SCHEDULE SOLID, &' 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.) c TYPICAL ROOF r2a 2 b 2 GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' SEM WIW BLOCK THIGBIE88 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 80 2x LUMBER LSTA12 20 GAUGE W/,_1/2 HOG COMMON NAILS. EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB �SITDIRECTLY 16d x 2-1/2" NAIPOST., POST TO ON SLAB LVL/WOOD POST CONNECTIONS 5 NOTE: A - 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, 6' MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS2&2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 6' 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 < 1610 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-(P # 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/1010d TO TRUSS AND (4) 1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-0' 6-0" MAX (W/1X4) OR 10--0" MAX (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12, @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X. BRACE @ CENTER TO BLK W/ 12" 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 1x4 DIAGONAL P.T. PLATE W/ 12d's 8" BTM. CHORD STIfFBACK (AS PER O.C. MAX BRACING, SEE TRUSS ENG) CONT. 2x4 SECURED W1 PLAN FOR LOCATION (2) IDS. @ EACH TRUSS MAY NOT BE TO BE INSTALLED @ REQUIRED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-O" O/C —/ � END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMONINTERSECTION CHORD BRACING INTERSECTION TYP. 6 SCALE:—'=l'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 512" 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 LAP A MIN OF 4'-0', 3. ALL BOLTS TO HAVE WASHERS = Z 4, EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY of CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PTA DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDGESPACING CENTRALSPACBN3 A DOUBLE 2x8 12" 8" O/C 16, O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE WO 1/2" 8" O/C 16" O/C D DOUBLE 2x10 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 17' O/C SWOOD LEDGER DETAIL SCALE:-"=1'-0' SEE SCHEDULE FOR BOND BEAM RED. 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 HiOA 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. ALTERNATE MATERIALS SCALE. 3/4"=T-0' A R C N I T R C T R Grou i In 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com AA #: 0003325 xk N O h 0 3 SUBDIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT#f 03719.001-19101 MODEL "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 50 PH PRINT 7/9/21 DATE: SCALE: 1/4"=1'-O" SHEET %S3.1A 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 1U-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION — BLOCKING SECURED TO WALL W/ (6) 3116" ° x 4 TAPCONS SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING FLOOR TRUSS OR GIRDER TRUSS SIMPSON H6 W/ (8)8d COMMON NAILS EACH END PLATE STRAPS W/ 10d x 1 1/2" HDG NAILS DEL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 1Od 0 3" O.C. STAGGERED UPPER PLY INTO 2.6 BELOW 8"CMU WALL— REINF PER PLAN 1X2 2x4 STRONGBACK, WALL / FLOOR FRAMING, FLOOR BRACING 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=V-9' SCALE: 3/4"=T-0' 2x STUDS PER PLANS DEL P7 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK INTO LEDGER AND 16d 03" O.C. #8 WOOD SCREWS 2x4 BLOCKING EA. BRACE. BELOW STAGGEREDDOFF NOTE: STAGGERED UPPER PLY INTO 2x6 x 2" LONG 3" O.C.; MI TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING CENTERLINE OFF 2,6; I�II� _ NAILS G EA. END MUST NOT BREAK WITHIN 3/4" AS SHOWN n1 2x4 BRACE ®48' O.C. w/ (5)12d 1' -0" MIN. FROM 2ND. FLR. //////"'DBL 2X8 LEDGER IR NAILS 0 EA. END LINE 8"CMU WALL // AT 16" D.C. AND 6' FROM MI Bd RING SHANK NAILS ®4" O.C. MAX INTO BLOCKING REINF PER PLAN END W/MIN 5-1/2' EMBED. I 16d NAILS @ 8" O.C. MAX 2x4 P.T. CEILING NAILER W/ MASONRY NAILS 12'. O.C. 1X2 FIRE -STOP — FLOO III "" NAILING PATTERN PRE -ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF ME LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 3/4"=1'-0" 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 2x6 PT. PLATE TO BLK- W/ lrZ' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's &' O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN):::�/ BOND BEAM RED. BOND BEAM RED. SIMPSON HETA-16 Q ILD 32'0 .C. MAX. SECTION DETAIL (VERIFY W/ TRUSS PLAN) AT PARALLEL / PERPENDICULAR � RE-ENG FLOOR TRUSSES SCALE: 3/4'=T-0' PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED® 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL V SCALE: 3/4"=1' O" STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A-SIMPSON MTS12 U < 990 LBS W/ (14)10d GALV. NAILS, B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) iOd GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE iOdx 3" 4 1/4 MI #8 WOOD SCREWS IM x2"LONG @3"O.C.; �IIINII STAGGERED OFF CENTERLINE OFF 2.6, NI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS NAILING PATTERN �- PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE LEDGER FRAMING PLAN) fll SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0" 8 2x STUDS PER PLANS 2x4 CONT. W/ (4) 16d NAILS TOP OF FLR TRUSS (TOP 2- SUPPORTS BT. PLATE OF 2ND FLR) FLOOR DECK 2x6 CONT. W/ (8) 16d NAILS 0 BT. OF FLOOR TRUSS (BT. 2X61S FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 EVERY TRUSS (VERIFY W/TRUSS PLAN) PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/7 HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d 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 SECURE BT. PLATE TO SLAB W/ 1/7Sc9' WEDGE ANCHOR W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ 16" OC MAX. n, nl TRUSS CONNECTION @ L.B.W. •�Q •emu SCALE: W'=T-0' ROOFTRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION --\u FL#17239 • o• TRUSS/WOOD POST CONNECTIONS 1VI�blV SCALE: TRUSS TO POST OONNEOI70N A- SIMPSON MTS-12 U < 990 LBS W/ (14) 1Od GALV. NAILS. B - SIMPSON HT3-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1W' X 21/7" SDS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (25) 16d x 2-117 NAILS TO POST. A7MU.nT�._ i"I Ni RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 N 0 y e SU13DIV. 8d LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 5 PH PRINT 7/9721 DATE: SCALE: 1/4"=V-0- SHEET S3.1B (2) 2X12 HDR W/FLITCH PLATE, ATTACHED W/(2) MSTA-24 @ EA. SIMPSON H10A OR LGT-2 W/ 10' 8" SIDE 10dX1 }' HDG NAILS; FILL ALL PRE-ENG TRUSS HOLES FIBERGLASS SHINGLES OVER #30 FELT PAPER ON A" O.S.B. MTL. DRIP EDGE SHEATHING OR }" CDX PLYWOOD SECURED PER 2x SUB -BAND NAILING SCHEDULE IT-10" ENTRY BRG. HGT KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO. 2 STUDS @ 16" O.C. C19 (2 2X12 HDR VENTED ALUM. SOFFIT 3.1 KNEEWALL TO BRG. H.T. W/ DOUBLE TOP PLATE 2X4 SYP NO. 2 STUDS @ 16" O.C. W/ SP2 TOP & SP1 BOTTOM ` 7 O.S.B. SHEATHING OR }" COX OF ARCH 2x4'S PLYWOOD. ATTACHED PER 9'-11" SPRING 2x4 NAILER NAILING SCHEDULE LINE OF ARCH STUCCO OVER FELT MTS 12 (i� EA. TRUSS MTW-12 Q EA. TRUSS 46 OVER PLYWOOD Io 9'-4" T.O.M. o: J LL 2X4 KNEEWALL TO BRG. HT. "vo LL SECURE TO CMU W/ 1/2"X9" O ANCHOR BOLTS W/ 2" WASHERS 0 SET IN HIGH STRENGTH EPDXY @ 16" O.C. IT MIN. - EMBEDMENT}TYP. ENTRY DETAIL—ELEV. 'F' B PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN 2x SYP #2 DOUBLE TOP PLATE, LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 @ EA. STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN OF WALL, REQUIRED WHEN WALL IS OVER 6-0" IN HEIGHT 2x SYP #2 KNEEWALL FRAMED @ 16" O.C. MAX SIMPSON SPt @ EA. STUD BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT. SEE PLAN k SECURE P.T. BTM. PLATE TO BLK. W/ 1YYk9" ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' EMBED. MIN. @ 16" OC MAX. CMU WALL KNEEWALL DETAIL 1 SCALE: 3/4' " I'-m' A R C N I T E C T• G qts. aY. LONOWOOD, FL32750 �•V PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 Z m L4 a 0 ti SUHDIV. & LOT- 14 SILVERADO LOT #19 BLK #10 PROJECT/ 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: ENTRY DETAILS 50 JJPH E 1? PRINT 7/9/21 DATE: SCALE: 1/4"=1'-0" SHEET S3.IC FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 81 RING SHANK GUN NAILS G 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. l$1 SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM Sd RING SHANK, 2 3/8" 0.113 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0.113 Fi667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7116" 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 @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2r, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3T: 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Bd RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES TYP- EXT. SHEATHING ATTACHMENT a Z1n w cO9 w z = U 1n O Z� RAFTER OR TRUSS ROOF SHEATHING Z F p _o 3 m U BUILDING LENGTH n ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS ZK4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 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 ` #8 T' DECK SCREWS0 6"-6' O.C. MAX N E GES 817' O.C. M INFIELD. LINT READED 4 AX H SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GABLE END HIP ROOF —IF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 1- ZONEI=-273 ZCNE3=d2.S ZONE Ze=32.3 ZONE 2n=3S.5 ZONE_, zoNEx=ae.s OzANCE EABICMASPEEDEED, I D 5MPH EXPOSUREE CATEGgtY. "B" RISK cATAcoRY. u PRE=e NI EE"`EFAIC ENT. -1 -a to FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIZE TYPE SPACING REMARKS BILE TYPE SPACING REMARKS U2 PT FURRING TO MASONRY I CONC. CASE HARDENED CoL NAIL 1lo'LOW O, D,C GARAGEDOORBUCK TO MASONRVAYONC. 1Id"DN. NOWASHER APCON MgBONRV ABTENER 0„q,C DST., 11/Z'EM- EDGE E EDeT. SGRAL. EXT. DOORS 1w PT, SEE NOTES CASE HARDENED CDL 11G•LONG. PQC STAGGERED WN00.V,DOOPI FASTENED INTO MA90NRY/OCrIC GARPGEOOORBUCK TO MASONPYrtXN1C. �.� tlT qw ER IXPNdgON BOLT 18'gC(3IB"DA) 2d•gC (t?qAl T WINDOW BUCK CASE HARDENED Col. WtNOgVl000rM FASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACIN G I. PT, SEE NOTES NAILI IG-LONG. STAGGERED INTOMASONRVOONC. REQUIREMENTS EXT. SWING DOOR BUCK 3 PT. SEE NOTES 011A, I WASHER 'TAPODN° TNER 180E 11YYEMBED. a END. LIST., 1 I.. EDGE qST. NON-SEAPINO KYJ00 WALL TOCCNC SLAB 1G"• EXPANSION 4"EMBED. VEND W/WASHER BOLT 2d"QC DIST., 3"EDGEDIST. qTT WINDOW BACK 38°WAER1/Y OC P O STEEL OJL., SEE T-1.1ED IDGE DST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, V INDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILT) 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. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWNG DOOR WITH AWOOD DOOR FRAME. lx MEMBERS ARE RAILED AND 2X MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31d'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON ELASTICITY = 11400,000 PSI. ALL WOOD IN CONTACT NTH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS . . DRAWINGSSEAMS TAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BERATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWIN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART OF THE WORK. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH' TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED NRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED T-0- OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AS15M GRADE 40 IN CONCRETE DEFORMED BAR REBAR SHALL BE ASTM A615 S, MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PSI REVIEW. WOOD TRUSSES. RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-Concunent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD —concurrent #5 BAR - 30" #7 BAR - 47' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. LOCATIONS NTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE NTH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 psf TOP CHORD (7 pef W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST NND UPLIFT: IOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED 020) MPH 3-SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL (ASCE 131T (BBC ATTIC EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30pSf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pSf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS NLL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE W TH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAW NGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PER FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE "M" OR W' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM 0-270. 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 CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 26 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' 14- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS RATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. W FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: I:lQ' FOR 86 AND SMALLER 2FOR WAND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 33- FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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 NTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS NTH 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. 6 Design Grou .n . 4i N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 y ao C3 G LJ SUHDIV. 8e LOT: SILVERADO LOT #19 BILK #10 PROJECT# 03719.001-19101 MODEL: "2045-LANTANA" GARAGE SWING: LEFT PAGE: DETAILS 50 H EXP. L rt Ld -a- 7%-Q,021 DATE: SCALE: 1/4"=It-0" SHEET S N1 A 16 R I T I c T 3 w © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX Q STAPLES INSTALLED THRU SOFFIT Al NAIL HEM AND IN VALLEYS ® FASCIA J-CW }" MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL IT D HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO ELQ 7OWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ .,STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. ELQ J" MAX.--cwl la — DETAIL D (DSTAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT----' 30 J-CHANNEL r)=TA II C J-t-orl/iIV IVCL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION IT 1D BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /TRUSS/JOI / BY OTHER 2-1/4" EMB. WOOD BATTEN ELp `" DETAIL B J-I,oI-IHINIVCL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) PAWL' SPAN 'L' AVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) CONCRETE, OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE: 1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHANN f, DETAIL C J-CHANNEL BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 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. 13.519 .375 .375 - 4 3.625 3.625 3. 5 .03 083 OA 12 I DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 01 De kin G -t. LONGW000, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.wm L AA 0003326 8 C4 0 a c F SUBDIV. & LOT: SILVERADO LOT #19 BLK #10 PROJECT# 03719.001-19101 MODEL: "2045—LMANA" GARAGE SWING: LEFT PAGE: SOFFIT DETAILS 50 ^ EXA DI 27 r c"" 7/9/21 DATE: S C ALE: 1/4"= i'—O" SHEET SDZ #I