Loading...
HomeMy WebLinkAbout35980 Morse Willow Ct99 2045-LANTANA'9 FOR: BiHOR11ON NI 1 ' L„�! 12602 TELECOM DRIVE, TAMPA, EL 33637 74al= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -p�DMA BIiHMG CODX 1t63ID1S1MAIn ABV. ABOVE LAV. LAVATORY DESCRIPTION IAMP. DR HORTON HOMES �p q� p y�y� IlR rOCAL rr D STATE -AIL LOCAL AND SPATS CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 ABC ADT. BD. ADJUSTA LE NINE ELM ALTERATE MC. ALTERNATE NMFRUN AMPERAGE MM. BOARD MT. LUMIMEDICINE MMNFACTDRER MANUACTUR NETAMP MA7IMUM METAL THRESHOLD ADD 160—C ENGIN39 iG ARCHITECTURAL SHEET DESCRIPTION ADDED PENDENT f1GHTRIG AT EIT'CfD:N PG Cl-COVER SHEET rDATE ADDED STONE CAP NOTE ON FRONT M"ATION 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 CONSTRUCTION TYPE -VB -1QN. INTERIOR FINISH - CLASS a -BASIC WIND SPEED — Vult=150 MPH Vasd=118 MPH -EXPOSURE — B -1-STORY RESIDENCE - 2-STORY RESIDENCE — WAX. HEIGHT AS PER LOCAL CL C cLG. cLR. CONC C. . C.T. D. DBE. D.G. CENTERLINE MTn. CAB�TMTL. CEEAIG N.T.S. CLEAR Oc. CONCRETE PL CARPET PB DRYER CERAMIC rim, PH. WRYER PLT. DOUBLE PLYWD. DUAL GLAZED P MOUNTED METAL NOT TO ONCENT R ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD P PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" FRONT & REAR L LEFT &RIGHT PG El -ELECTRICAL PG EI-ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG D1-DETAILS PG D2—DETAILS ADDED 150—D FROM ENGINEER UPDATED LED UGHTE PER U.S. HORTON 10/25/19 UPDATED SEPARATE RLECTRICAL DRTMW PER D.R. HORTON 19/04/19 UPDATED THE BWPSON CONVERSION FROM U8P 09/19/90 ADDED 180-C FROM ENGINEER 01/01/91 FOR 90E0 CODE CHANGE MADE REDLDYE CHANCES FROM ENO. RA AND STATE CODES DIM. DIM. DIAMETER P.T.T DIMENSION R. ® SURE TREAT PRESSURE RISER PG D3-PRODUCT APPROVAL LISTING PG WAS -WALL ASSEMBLY DETAILS O1/04/R1 REPATHED EREFS FOR THE 9090 FDC DISP. OF. DR, D.s. D L DISPOSAL RAG. DEEP R.n.G, DOOR REF. DowxsPour RM. DETAIL R.D RAINS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING PG WA2-WALL ASSEMBLY DETAILS PC WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS -STATE OF FLORIDA SQ.FT. CALCA PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLID CORE EXT DR EA, EACH S.D. SMOKE DETECTOR ROLAND A. ABOUCHACRA EQ. EQ. EQUAL " SH EQUAL SHT. SINGLE HUNG SHEET AR No. 93723 �. EXT. FGJFX. EXHAUST SH EXTERIOR SHWR.WR. FIXED GLASS SIM. SHEATHING SHOWER SIMILAR A.B. DESIGN GROUP, LLC. LIVING. 2m45 SOFT. GARAGE 454 SEPT.E F.G. FA. TER- FUEL GAS SL. FINISH SL.GL. FLOOR STD. SLIDING SLIDINGGLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 ENTRY (ELEV. D) 35 Sa FT. COVERED LANAI 221 80. FT. FLUOR FR DR FTG. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP. SHEAR WALL SECTION TEMPEREDGLASS Tel: (407) 774-6078 TOTAL 2155 Sa FT. GA. GAR. DISP. THK GAUGE ARHABE DISPOSAL TO TOPC OF CURB Fax: (407) 774-4078 ' G.F.I. GL. GROUND -FAULT CIRCUIT T.O.P INTERRUPTER PTER T.O.S. GLASS rYP. TOP OF PLATE TOP OF AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG S1.SA-DETAILS PG 31.2-DOWEL PLAN GYP. BD. GYPSUM BOARD U.N O. UNLESS NOTED H.B. HOSE BIB OTHERWISE roa HE DER COS VP. VAPOR DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER INSTIL OR ITT HEIGHT ELLAATION wn. WITH WOOD PG S2-LIFTDETAILSBEAM PG 32-LIFT BEAM PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. wIFI W.I. wWDow WATER TER WROUGHT IRON PG 32.1A- MIND S PG S3-FRAMING PLAN PG 33.1A-DETAILS PG S3.1B-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SETT ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S3.1C-ENTRY DETAILS PG SDI -SOFFIT DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS 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 HEEN GENERATED FOR UNCLEAR ASPECINSTRUCTION RA E DRAWINGTS OF THE A R C N I T E C T 6 Grou i In L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA k: 0003326 p� Va O a ti a atMDIV. & LOT: SILVERADO LOT #16 BLK #16 PROJECT# 03719.0 1-16161 MODEL.• "2045-LANTANA" GARAGE SWING; RIGHT PAGE: COVER SHEET 5 H EXP. PRINT 07/09/21 DATE SCALE: 1 /4"= l'-0" Aqw! GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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. 8. EXCAVATIONS TO BE A MINIMUM OF 3-0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURE T CONTROL L R P S 0 CO 0 S01 EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE 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, Y88" 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-C926-1 Bb, 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. 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 CERJINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/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 SOFFTS 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 H IT E C T S 6 Gm i to 141 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y L4 0 F a U y SUBDIV. ae LOT SILVERADO LOT #16 BLK #16 PROJECT* 03719.001-16161 MODEL "2045-LANTANA" GARAGE SIFTING: RIGHT PAGE: GENERAL NOTES 50 JUL PRINT 07/09/21 DATE: ScALE: 1/4"=V-0" SHEET GN 0 r w r T F r T l VENEER (TYP.) ollo ollo o Jl�io oII����IN�����lo oL�IL - - - - - pBEDROOM I- i - - TO W-V oll�����llo oll�����lollo - oiloll���1� - I o - - - � � I a DMG ROOM - - - - i 11 - - - IaTm - �• • dI - = • • G = mm o . - IMME i�l�S - o M j SEED AIL I0I®E� �> 0 alai Im ® DIED �li GARAGE i _ O in o - - ° - • : :I �IE�EEEEIIo oil������10 �IEIIo M M iO Ima EXTERIOR MASONRY WALL BRG. HEIGHTS 9'® SQ.FT. CAM'S LIVING 2045 60. FT. GARAGE 454 60. FT, �q ENTRY (ELEV. D) 35 60. FT. COVERED LANAI 221 60. FT, 0 TOTAL 2155 W. FT. 4'-4' �E 'w 0 0 n 1_u I- HB STONE VENEER (TYP.) II FLOOR PLAN NOTES II - ALL DIMENSIONS ARE FROM FACE 011 !L' BLOCK WALL (OR EDGE aF FLOOR SLAB) TO FACE Or WALL STUD UND. - :LEDGE WALLS ARE 3 V UND. - DR7ER VENTED THROUGH ROOF (VNIv. NOT SCREENED. • AIR COMPRESSOR SET ON 44X44' POURED CON_ PAD. PAD BEGINS 6' FROM EDGE OF STRUCTURE. - SEE SHEET GN FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO HAVE ARC FAULT CIRCUIT INTERRUPTER - ALL FULL HEIGHT DLOCK WALLS BETIIEEN FILLED CELLS WITHOUT OPENINGS ARE OMAR WALL6. TILE NICHE TILE NICHE SHALL BE PREFABRICATED I2'xI2'SQUARE LATICRETE BY HYDRO BAN. RD. SHALL BE 145' x 145'. BOTTOM SHALL BE INSTALLED AT 54' APP. UND. 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. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP vARIE5 MATERIAL TO PLAN CABINETS. BRACKET INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX _jBAR REINFORCING AT ENDS OF PARTITION ARIE KITCHENBQ 4 BRACKETS AS WALL - 9 NECESSARY. 2'X6'X35-1/4' CABINET m LOW WALL Y 2'X6' STUDS . 16, o.C. W/ 1/2' DRYWALL A SCALE: NT9 BAR DETAIL FLOOR PLAN SCALE: 1/4' " 1'-0' COIPOM AD CUDD10lllD LOAM SM MAD BF00IIE FOR 3 GEOMD OIBIB OI9m BONNE ZONE IIII)11HODINU RBIAW MDTVFE FoOTAOE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-2% CRITERIA 16010 O.H.D. 112 5 20.1/-221 8010 O.H.D. 56 5 21b/-2�.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 BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMM DA78 6 Design Gr uir. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 ti a aUHDIV. da LOT: SILVERADO LOT #16 BLK #16 PROJECT# 03719.0 1-16161 MODEL• 2045-UNTANA" GARAGE 8AING: RIGHT PAGE: FLOOR PLAN 50 WH PRINT 07/09/21 DATE- BCAL.E: 1/4"=1'-0" HHEET Al 5'-4' BRG. HGT. RAISED STUCCO BAND FOAM CAP CRICKET 9'-4' BFW.s. HGT.s-- AREA OF ATTIC = 2755 SQ. FT. NET FREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2755/300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322A SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = PO RTI ON OF ATTIC .SX 1322.4 - 661.2 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 661.2 /115 TOTAL#OFVENTSREQUIRED = 5.74957 OTAL#OFVENTSPROVIDED - 6 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 UNEALFOOT = 661.2 /11.736 OTAL LINEAL FT OFSOFFITVENTING REQUIRED = 56.3395 UNEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WA LL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) _ 14'•2' BRG. NGT. 4 CLG NGT. ' 12 - �b • ENTRY � SHE -0' FRONT ELEV - ATION D TEXTURED FINISH NOTE+ U14L.L FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 5' RAISED STUCCO BAND (TYP) STONE VENEER REAR ELEVATION-D TEXTURED FINISH A9 4 /------------------4-6.----- - I I I I I 5' RAISED STUCCO BAND (TYP)'I I I I I I I I I I I I I I I\ - - - - - - - - - - - - - - - - - - - - - - - - - ENTRY DETAIL A SCALE: 1/4 • 1'-0' A R C N I T E C T $ 6 De I In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 8 A eL C iL v evBD:v 4iL LOT SILVERADO LOT #16 BLK #16 PROJECT# 03719.001-16161 MODEL.• "2045-LANTANA" GARAGE OWWO: RIGHT PAGE: FRONT & REAR ELEVATION :: D,: 50 MPH L LI 1 ? L203 F' 07/09/21 a ATE' SCALE: 1/4" SKEET A2 A BCH I T E C T t 14'-2' BRG. HGT. J CLG. HGT.$ — ® ENTRY V-4' ERG. HGT. , STONE VENEER 9'-4' BRa POT -d OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT `I 5 li - F� 9 a ro -- 'k — - — - — - --- — - — - — - — - — - — - — - — - — - — - — - — - — - — RIGHT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT I� 5 14'-2' BRG. W.T. / CLG. HGT. ® ENTRY IF e El a� .3 LEFT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 9'-4' BRG. HGT. STONE VENEER GrDusi In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774807E FAX: 407-774-4078 www.a bdeslgngroup.com AA 8: 0003325 ao II C h 9XMDIV. & L.OT SILVERADO LOT #16 BLK #16 PROJECT* 03719.001-16161 MODELS "2045-UNTAN9' GARAGE 8WING: RIGHT PAGE: LEFT & RIGHT ELEVATION "D„ 50 MPH rppAT-MT 07/09/21 ISCAL,E: 1/4"=1'-0" SHEET A3D ELECTRICAL LEGEND SYM. DESCRIPTION STANDARD SWITCH -WAY SWITCH .M.--WAY SWITCH IMMER SWITCH I-Ig1 PUSH BUTTON ISCONNECT T HERMOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE =Ip 10V DUPLEX RECEPTACLE (EQUIPPED 14TH GROUND FAULT NTERIPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET (RED TO SWITCH) XTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) 10V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE (4 WIRE :OWECTOR) -0)EDICATED RECEPTACLE 1-0 L MOUNTED LIGHT FILING MOUNTED LIGHT -ENDANT LIGHT LIGHT L SCONCE PRE -WIRE ji1D T FAN WITH LIGHT (1 CFM PER 50. FT.) ULB LIGHT FIXTURE ULB LIGHT FIXTURE p 5,ULSLIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN 1,4DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4- FLUORESCENT LIGHT (RECESSED) x 0 CESS LIGHT • CESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX R OPT. FAN ELECTRICAL PANEL (FIELD VERIFY LOCATION) METER (FIELD VERIFY 1­0 -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0 VENT FAN (I CFM PER SQ. FT-) -4 PHONE JACK Fo OKE DETECTOR (WALL MOUNTED) Q OKE DETECTOR (CEILING MOUNTED) ® OKE/CARBON X D DETECTOR CEILING MOON ) HIMES ® E L MOUNTED GARAGE ER TV TV JACK -E PORT • LOCATION OF TV jZ5Z 4 PHONE OUTLET FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBGR 1th EDITION C2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • WI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 OFM INTERIM 1TTENT PER ELECTRICAL PROVISIONS OF SECTION MIW13 FBCR Tth 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 FBGR Trh ED (2020). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 'ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020. lth FOR MICRO/ HOOD ABOVE ----- ----------------- PRE -WIRED PRE -WILD CLG FAN CLG FAN " COVBRBD -- ' LANAI �© I DINING L BEDROOM 4 PRE -WIRED ©� CLG FAN i BATH 2 \, GREAT ROOM GFI U� I 1�11 9 L I� r PRE -WIRED ( CLG FAN 17 9 /' VI , GFI I ` � I OPT Iw II L — — — BEDROOM iII I I ® I I I I I I I� I I PRE -WIRED I CLG FAN ;�I - I I L J J10 W.Lc. \\, W.Lc. - - --O BEDROOM 3 PRE -WIRED CLG FAN PLUMB L.T. GFI • 4 (L� D/ GPI 0 44' APP. I7" CO / r AFF. r - - -, i Q ` LJ I I A 1 s� r LAUND. r i �• L —r-- D. FOYER o I I \ GARAGE GFI L �II IRRIGATION OUTLET / PRE -WIRED � _ �a I E myl CLG. GFI OUTLET CLG FAN - - - - J - r C BEDROOM 2 ; I \ — — — — — — — — — — — — — — — — — — — — OPT. -�-------'--� OPT. COACH COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' • P-0' Nil .9 I 11• I i I I I � I l 1 LED LIGHTING ® DOUBLE LAV. BATH 1 ELEVATION D METER FIELD VERIFY LOC. � I I I I = I LED LIGHTING @ SINGLE LAV. BATH 2 ELEVATION D PROVIDE 3 2/V CU, I •S CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 •4 AL WO IN 2" CONDUIT. (CONDUIT TO TERMINATE ADOVE SOFFIT • OVERHANG.) 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: O CERVICE ION /24 All A ELECTRICAL MATERIALS AND INSTALLATIONS SERVICE 120/240 VOLT SMALL COMPLY WITH ELECTRICAL PROVISIONS OP M DISCONNECT I PHASE THE PBCR TTH CDITION f2020L LOCAL CODES, AND ELECTOUTC1( AND MILD ALL LOCAL POSER COMPANY REQUIREMENTS. ELECTRIC PANEL METER IN NEMA B. ALL CONDUCTORS SMALL BE TYPE THFN/T" 200Aa 3R ENCLOSURE WLESB NOTED OTHERWISE. I Mee POI ER C42 PANY TRANSFOOVVR V-12 7A PROVIDE 200 AMP, 120/240 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE. PROVIDE 3 2/0 COPPER ICU) N 2" DIA WWOULE SO PVC CONDUIT OR PROVIDE 3 W0 ALUMNIJ'I (AL) N 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE IS MWVIOED BY THE ELECTRIC g:;PCOMPANY. COORDINATE WITH THE ELECTRIC GOI'1PANY PRIOR TO BID. Tt� ENTRA SERVICE 7tLEVMION ENTRANCE SERVICE L(iIIPFENT ENTRANCE calFrvNr INTERSYSTEM BONDING TORMNAL AT LOW VOLTAGE CONNECTIONS 1 -4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS DIP FBCR TTH EDITION (2020) 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD A R C E I T E C T• 6 GrDesign 1. LONGWOOD, FL32760 PH: 407-7746078 FAX 407-774 3078 www.a bdesigngroup.com AA #: 0003325 J �i rq A 0 a F a IP BVHDMSILVERADO LOT #16 BLK #16 ROJECT# 03719.001-16161 MODEL' "2045-LANTANA" GARAGE 9WING: RIGHT PAGE: ELECTRICAL PLAN 50 H E GON 0 100 I --------------- I I I I I I I I I I I I I I I 0 I I I I N5 I I m I---- -- 6' '.4' I III Q _ J II Y 9 VTR 2VTR 2 . ��/1• IV�I OO o z y " OI III KJTCHEN I Y I� �I SINK i� 1 I /�4 1n-AUTO l'nLA r t I -PT R PLUMB .. 1 LT L V. -5 2ICo4'-I '-8' 12'-10'in'TUB/ TO SHWR I Z, MAIN PLUMBING RISER � ii �'OPT7 FPff L.T. ---� �w a H5 - - - - - - - - - - - - - - - - - - - - PLUMBING PLAN SCALE. 1/4' . I'-0' ` A R C N I T E C T 8 GrI i �n 1441 N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 a 0 0.g G y SUBDIV to LOT• SILVERADO LOT #16 BLK #16 PROJECT# 0 7 .001-16161 MODEM "2045-LANTANA" GARAGE 9WMG: RIGHT PAGE: PLUMBING PLWLMP E HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS auk 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 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 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, SHALL. 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 lTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. * ALL FIRE RATED CEILINGS AND WALLS ENBLL. 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 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC _. _ 1010 EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY b REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBCR 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL BRONZE FL. FL. FIN. FLOOR OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (T 44 LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRJ AIR GRILL SECURE STRAP TO CONC. W/ (2)-3A6'X2' TAPCONS CONDENSER R SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 'SXI 1/4' SI-IT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TYP ) MECHANICAL PLAN SCALE: 1/4' . I'-0' ■ A R C N IT EC T R Grou i I 141 N. RONALD REAGAN BLN LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 F M O R a SUBDIV. de LOT: SILVERADO LOT #16 BLK #16 PROJECT# 0371 .001-16161 MODEL: "2045-LANTANA" GARAGE ONVMC;: RIGHT PAGE: MECHANICAL PLA XL PH JEA 2X4 TOP PLATE - PLAN IV PRE-FAB TRJS8 1/2' CLG. BOARD SECURE ST. STU[ PLATE TO B . \ OC. W/ 10d MASONRY NAIL 0 32. OL MAX \ 1'r SLAB FIN. FLR IlV1C: JI— — PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'•1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 105.1.1. 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 V-0, TYP. D.H. Sm. GYPSUM BC OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM 21 SCALE: 3/4'-1'-0' ENERGY CODE FORMS ATION R-VALUES :RENCE STRUCTURAL ELEVATION --R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES r— SPECIFICATIONS r /— REFERENCE / STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 8' CMU 1/2, GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET ON]. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Aw e nH FOR oM L►! - b. r 2B GAS LINE THRU BLOCK vjwT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRU88 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ♦4•p44'�zwmNr��� ��♦ INS NON IC6 oaencALiwncx I —By OT1E.eo Dose er rIIV. � �F � �M FAlTMD TO eLc! TRA= ORAGMTS ROOMS V FROM= APPROVAL M& s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' ,-2X4 OFF 24' O.C. MAX. - SECURE W/ (2) 12d NAILS * EA. END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS ox. PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYP" BOAR OR 1/2' HIGH STRENGTH CLG. BOAR R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING - STRIPS • 24. O.C. 1/2' GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. 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 SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0'-0' FM. FLR_ _ ° _ �, 0'-0' FIN. FLR 0'-0' FIN. FLR a _ 0'-0' FIN. FLR m aa< S' CMU , ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASGE 1-16 IN a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 a 1TH EDITION, SECTION R301.13 AND 1609.5.1. AND 1609 5.1. n W/ WINDOW OPENING n TYP. WALL SECTION ti W/ WINDOW OPENING B TYP. WALL SECTION " " NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•1'-0' UNDERLAYMENT IN ACCORDANCE SCALE: 3/4*-1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04865 TYPE III TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. A A C N IT E C T S Grow inn 41 N. RONALD REAGAN 8V LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774407E www.abdesigngroup.com AA #: 000332E y Pa° v b t 0 eF C 8L7SDTV. de LID SILVERADO LOT #16 BLK #16 PROJECT# 37 9.0 -16161 MODEL' "2045-LANTANA" GARAGE SWING: RIGHT PAGE: DETAILS 50 PH JU10' 7 "mm'r 07/09/21 DATE: SCAI C: 1/4"=1'-0" SHEET D1 Td , 2X& P.T. • CANTER OF DOOR HEADER SECURED WV (U 1,12' X S' J-DOLT W/ 4' MN EMDEDM'ENT W/ 2• X 2' X V8' WA6MR 4 NUT OR W) (2) IA' X 6' ANCMIOR GOLT6 X VS' WA6F74 NUT O A SECURE 2.4 TO MILK WV ® 1/4' TAPCON6 1 1R' EMBED. *' O.C. 4' END 016T. 1 1/2' EDGE D16T. ® �t 2Xi G.AIRAGE DOOR BlpK BEOU ED W/ (6) IR' X S' J-DOLT OR ANCHOR DOLTS. UV 4' MIN. EMBEDMENT. WV 2' 0 X 2' X V6' WASHER 4 NUT. (1) WITHIN 8. OP TOP. (1) WITHIN S' OF T1E STM, ® (3)EVENLY SPACED. © O" 9 NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER* N6TALLATION INSTRUCTIONS WHERE fl I MTOACTION6 Alm MORE eTiRNAFNT GARAGE DOOR %1ZBUCK ATTACHMENT 3 usau, _.rs 2X4. m SECURE TO BLOCK W/ 3/16' TAFr." (MIN 814AW 612E .145 MN. MEAD 812E 300 MIN EMBEDMENT 1 1/49 WITHIN S' OF BAC14 END 4 16' O.C. MAX 6PACING. 2X4, m SECURE TO BLOCK WV3A6' TAPCONS (MIN. BNANK 812E .Wb MIN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4•) WITHIN S' OP EACH END 4 18' O.O. MAX SPACING. 2X4, m SECURE TO BLOCK UV 1/4' TAPCONS (MIN. SMIRK 812E .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN *' OF EACH END 4 16' O.C. MAX SPACING. 2X6, ® 2X6, ® 2X6, CM SECURE TO BLOCK SECURE TO BLOCK SECURE TO BACK WIM 3/16' TAPCONS WK2) 3/I6' TAPGON6 WK2) 1/4' TAPCONS (MIN (MIN. 614AW SIZE .W6 (MIN SHANK SIZE J45 SHANK SIZE J45 MILL MK MEAD 61ZE 300 MIN HEAD 612E 3" HEAD SIZE 300 MN. S• cm MIN. EMBEDMENT 1 1/49 MIN. EMBEDMENT 1 1/49 EMBEDMENT 1 1/49 WITHIN S' OF EACH Elm 8' CMU WITHIN 6' OF EACH END S• cm UT14N 6' OF EACH END V2' DRYWALL 4 18' O.G. MAX SPACING. 4 W Or— MAX SPACING. 4 W OL. MAX SPACING. 8' Cm SE P.T. OR 6U FRAME MK rX DRYWALL 1/l' DRYWALL 1/2' DRYWALL SECURE TMIRIU FRA'E 4 I'X4• 2X&, m 2XS, ® 2X8: EXTEND 1.1/4' INTO ❑ P.T. NAILER SECUE TO BLOCK I'X4' SECURE TO BLOCK D 1'X4' SECURE TO BLOCK FX4' BLOCK LLV 3/16' WK2) 3AV TAPCONS P.T. NAILER WK2) 3/16' TAPGGN6 P.T. NAILER WK2) V4' TAPCONS PT. NAILER TAPCONS DOOR CASING (MIN 8R4AK 612E Job TAG' O.Sa X 4' MN (MN. &HANG 612E J46 DOOR CASING (MIN SHANK 612E J46 (MN OR" SIZE 345 - MN HEAD SIZE 300 MN HEAD SIZE 300 MN HEAD SIZE 300 TA6' OAS, X 4• MN MN HEAD SIZE 3W MN EMBEDMENT 1 V4'1 DOOR CASING MN EMBEDMENT 1 V4') MN EMBEDMENT 1 1/4') MN EMBEDMENT I-lb4' WITHIN S' OF EACH END WITHIN &' C' EACH END WITHIN S' OF EACH END DOOR CASING WITHIN SI OF EACH END DOOR JAMS OR WINDOW 4 IS' OG. MAX 4 1&' O.G. MAX 4 18. OG. MAX DOOR JAMS OR WINDOW 4 1S• O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER DP.4CIMG. DOOR JAMS OR WINDOW SPACING. *PACING. MANUPACTWE6 DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER M~ACTURE6 DETAILS. MAM PACTURES DETAILS, MAWUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +6/4" 1mDOW TO BLACK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W/ 8/16' TAPCONS MN SHANK SIZE .148 MN MEAD SIZE 3CO MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 16' O.G. MAX SPACNG. 2X6, SECURE TO BLOCK WK2) 3A6' TAPCONB (MIN. GWANK SIZE .146 MN HEAD 61ZE 300 MN EMBEDMENT 1 1/4') 8, cm WITHN S' OP EACH END 4 10' OC. MAX SPACING. IR' DRYWALL 2X6, ® SECURE To BLOCK P.T. NAILER WK2) 3A6' TAPCONG DOOR CASING (MK SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WIT14N W OF EAGMI END 1 M' OG. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 6HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" L R TO BLACK +1 1/2" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" @1►LNDO1► TO BLOCK +1 15/18" 2x4, m SECURE TO BLOCK W) 3/I6' TAPCONS MN SHANK 61ZII J4S MIN. HEAD SIZE 3460 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 IS' O.O. MAX SPACNG. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED 8ECURE TO BLOCK TMROUC04 NON-STRUCTURAL W92) 3/14' TAF'CONB 3/I6' TAPCON MIN 1.114' (MIN. 6NAK SIZE .146 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 6' OF EACH END *' CM 4 W O)C. MAX SPACING. 1,2' DRYWALL C ® ❑ SE SECURE TO BLOCK FX4' WK2)3A6'TAPCONO P.T. NAILER (MIN. SWANK SIZE J46 DOOR CASING MN MEAD SIZE 300 MIN. EMBEDMENT 11149 WITHIN &' OF EACH Elm 4 18' O.G. MAX 6PACNG. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS, NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +2 1/4" n1LLND0II TO BLOCK +2 1/4" u NOTE, BNIM AS NEEDED TO PLUMM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" r1w1>,mnw mn ATncrc +a" NOTE, 6HIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/18" r11LIND011 TO BLOCK +3 7/l8" 2X4, m 2X4, m SEGUE TO BLOCK IW SECURE TO BLOCK WV 3A6• TAPCONS (MK 1/4' TAPCONS (MN GWANK SIZE .146 MIN 6N" 612E .145 MIN. HEAD SIZE _%M MEAD SIZE 300 MN EMBEDMENT I V4') MN EMBEDMENT 1 1/49 WITHIN S' OF EACH WIT14N S' OF EACH END 4 18' O.C. MAX END 4 IS' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE SPACN& NOTE, STRUCTURAL 2X MUST BE 2X6ON ® OUTSIDE 4 SECURED 2X6ON ® OUTSIDE 4 SECURED SEC SECURE TO SOCK THROUGH NON-&TIIIUCTURAL SECURE TO BLOCK SEC THROWMA NON-STRUCTURAL 9A6' iAPCCN MN I•I/4' I/4' (MIN. !/16• TAPGON MIN. I•I/4' K 61ZE J4 (MIN. SHANK MK 8NA1K 812E ,146 EMBEDMENT INTO BLOCK SHANK 812E .14D MM. SHA SIZE J45 I EMBEDMENT NTO BLOCK MN HEAD SIZE 300 HEAD 812E 300 MIN. MN EMBEDMENT 1 1/4') S, CM EMBEDMENT 1 1/4') WITHIN 8' OF EACH END WITHIN 6' OP EACH END 8' CMU 4 ID' O.G. MAX 6PACMG. 1,12• DRYWALL 4 W O.C. MAX SPACING. 1/2' DRYWALL 2kb ® PX4All ' 2X6, ® PX4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER WK2) 3/16• TAPCON6 DOOR CA6MG WK2) V4' TAPCGN6 (MIN.NK SHASIZE .146 (MIN. SWANK SIZE J46 I' P.T. X 4' MN MIN. HEAD SIZE 3M MN HEAD SIZE 3CO MN EMBEDMENT I V4') M 2X SECURE TO STRUCTURAL MN EMBEDMENT 11,149 DOOR CASING WITHIN &' OF EACH END W MEMBER K2A24I WITHS' IN WITHIN S' OF EACH END 4 16. OJ:. MAX OF EACH END 4 6' TO S' O.C. MAX 4 10' = MAX SPACING. 6PACNG. DOOR JAMS OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAIL*. DETAILS, NOTE, SWIM AS NEEDED TO PLII'ID NOTE, SWIM A* NEEDED TO PLUMB NOTE, JAMB (DO NOT EXCEED 1/4.) JAMS (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" Alit¢ w Rw r4rncrr a.V" (-.l\WL DOW TO BLACK +3 3/4" A R C N I T! C T E 6 Gm i In 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 O sF G BvsDm & RAT SILVERADO LOT #16 BLK #16 PROJECT# 03719.0 - 6161 MODEL: "2045-UNTANA" GARAGE SWING: RIGHT PAGE: DETAILS 14 5 M E PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 304S6.3 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 1Z/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 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.S 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 8/31/2021 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 STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 1053119 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3Z/23/2023 747&1 EAGLE PRODUCTS ROOFING ROOF 71LES 2020 FBCR 12/31/2023 32SO2.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 3S353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/32/2021 23955A THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'•8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA•TRU EXT. DOORS V-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 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 12/31/2021 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 258.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 1Z/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 774 A I C I I T I C T IS GDesi Ln 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77":78 FAX: 407-7744078 www.a bdeal gngrou p.co m AA #: 0003326 L4 8 4 O F y Bv1DnJ1v a4 1LAT SILVERADO LOT #16 BLK #16 FmoamTp 03719.001-16161 MODEM,: "2045-LANTANA" GARAGM BMWO: RIGHT PAGO PRODUCT APPROVAL LISTING 50 H E PREFORVMED CONTROL JOINT'S FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • S' . OC. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ ". LEG MAY BE USED TO TEMP. SECURE CONTROL. JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED---777 • 1' Or —MAX VERTICALLY / I / i' THICK 3 COAT CEMENT PLASTER UM LAYER 4, FORTIFIBFJR BUILDING PAPER APPROVED METAL LATH FASTENED aT' (VERT.) O.G. MAX AT SUPPORt6 WRO LAYER N, STUCCO WRAP WOOD SHEATHING LATH SMALL NOT BE CONTMlOUB •' To s• s• To e• THROUS.w CONTROL ONTOL nIVI n JOINTS BUT SMALL BE STOPPED AND TIED AT EACH 611DE. PROVIDE 2X4 BLOCKING PER ASTM 0 063 \ PLACED FLAT MAX 6' TO 6' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON I. FASTENERS FOR LATH TO BE NAILS OR\ STRUCTURAL STUD STAPLES IN COMPLIANCE W/ ASTM CI063 i 7. WIRE TIES TO BE (NO. 18) 0,0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION/ \ TO WALL 6TUO6 REOUIRED PER PLAN O'rM" TYPE CONTROL JOINT Ot. FOLD RaWID •PLA Ol P2Lv RaHIRo . Pr. A 2. CNIAW • M. a 1 CMA1l • R. C l FLLT IRCIRATMNNI ' Dow toga. oblR NXT00 w• a M61aN s1CATNNa, I = 4' OG OL FOLD MWA(O • R. A z el�Ael • Pr. a Fold ® L FOLD IWI,I� . Pr. A 2. OVAN • Pr, a z CNwAr • PT. C 4 FOLD Pt. c OVw PT. 6 TWL PT. C TOIIOHES aorraM nANNI to s� Y- O RORCO1 ~~� tlYTpR TtlM MAL FOLD, OQ 3 COAT CEMENT (PRAM) N' 2 COAT R PAPER (11R4E COLT) rER M, WRAP(FwM OHLT) INSTALL FASTENERS (CLIPS; NOTE, 6TRAP6, STAPLES) AS APPROVED BUILDING WRAP REQWRED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE/ WIRE TO FRAMING 6' • VERTICAL LAPS (ROLL WRO LAYER'), ENDS) N 6• HORIZONTAL L.4Po. ALL 6EAM6 NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' STUCCO W.IRAP WITH PORTIBER SHEATHING TAPE WRB LATER 4, FORTPIOER \ BUILDING PAPER METAL LATH / \ 6'F�• SELF -ADHERING G MEMORQ16 / \ R.AGNIN S OVER 4'F4' OELP-ADHERING MEMBRANE / I' MN LM . M2TAL LATH \ TLAMNMG OVER APPROVED HWSE WRAP. TD EXTEND ONTO PIPE fiC X X X I RAN,ING 4 4' SELF -ADHERING neTNeRA)E _ PLASMM6 OVER APPROVED HoumIT U.IRAP. PLASHING TO EMEND ONTO PIPE METAL LATH WRB LAYER -I, J' THICK 3 COAT CEMENT W CONT. BEAD OF SEALANT STUCCO WRAP PLASTER I INSTALL APPROVED HOUSEWRAP AIR PETAL LATH INFILTRATION OARRICR OVER • nN P T / I WRD LAYER 4, FORTPIBER WRD LAYER 4, FORTIFIBER / BUILDING PAPER C COATING OVER STUCCO/ ELA6INIOW BUILDING PAPER \ / I WRIO LAYER f QV. RMIOH IEEE TYP WALL 6ECtION) ' TUC WW P ,.III WOOD 6FEATHING SECTION F�a2tlor htlYrla w�O gelha T Portl•M cemerk plaear E'.I .use mmply theePP928-on req *' roquiiementa M ASTM C B2B-i8b, LATH IlP. ,• o eP tloMM Irrehl—p of ¢M 1 6ntl UArning Au LAP ASTM C NeN —ply with ASTM C 1083-18a, 2 or ASTM 1787. 414'6ELF-ADHERIN4 MEMBRANE PL.ASHSK (OOMPATIBLE W/ HOUSE WRAP MATERIAL)ovER 4• VERTICAL LATH OVED H nPPwoveD� & PAPER DETAIL li-ASNMG TO ONTO PIPE WOOD STUDS 1' opt LE66 PIPE PENETRATION NOTE, SHEATHING ' SIDE LAPS OF METAL PLASTER BASES 614ALL BE 6EOURED TO BUILDING r nN PRAMMEMBERS. PAPER AP ,FEY SHALL BE TIED BETWEEN SUPPORTS U MTH OAIMIlb-IN. (171-MM) STUCCO lU' LAP •LATH �• LAP • Pl� OUT AND OVERLAP ONE SIDE OF WIRE AT INTERVALS NOT MORE THAN S' (228-PM). SELF -ADHERING PlIMBRANE FLASHING AS PER ASTM C1063. 'I ®STEP KIC KO UT NOTE,IMPAIR OF TEAM HORIZONTAL LATH DETAIL INWRROLAYERS, TEARS MAY BE PATCHED & PAPER DETAIL PIPE PENETRATIC 314 WYFIOU6E WRAP TAPE PERMANF. OPEC' DR N.T.S. PEEL A STICK a wawa FLxAMML STOP WON11117 1 '' GMT) O LT2 FRML COR CM1 �vf.w. f®•p \ s,6 ul{LL tLAARIre e I OWTPAOMM(Na �l J P�'AW W AT aOTTQ7 Q ItlOF . WALL NraR2NCTaw cle WRAP m ROOF WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFAUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.TS. 7< STEP 82 LEGEND 6'F6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'X4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLABI.IMG TO EXTEND ONTO PIPE GUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO 77 WOOD OR'1/16" ZIP WALL SHEATHING 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T I C TIi Grou i Rn o�Yv. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y F rUDDIV. & LOT: SILVERADO LOT #16 BLK #16 PROJECT# 3719.001-16161 MODELS "2045-UNTANA" GARAGE STING: RIGHT PAGE: WALL ASSEMBLY DETA %15VNPH DATE: 07/09/21 SCALE: 1/4"=1,-0" SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED j`.::X: ..:;.�',: OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE 1" ' TOOLED SO AS TO DEFLECT II WATER AWAY FROM JOINTS. I'- X: E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' IX. I., �..' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO %!ALL SIDES, V CAULKING • JOINT ALL AROUND I PER SECTION R70 .7 Exterior lathing andolastering BACKER ROD I ( Exterior use of Portland cement plaster shall comply with the application I requirements of ASTM C 926-18b. I ;.1• Installation of exterior lathing and framing I; shall comply with ASTM C 1063-19a, 1rX' or ASTM 1787. WRB LAYER h, X" STUCCO WRAP WRAP " 'j HOODED VENT k THICK, 3 COAT CEMENT i, PLASTER METAL LATH WRB LAYER 02, FORTIPIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) r SHEATHINGIFIBER ING PAPER WOOD CONSTucTION -METAL LATH S' CM VINYL CASW. BEAD 6' RAISED BAND V TO YV MID -WALL WEEP SCREED 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 *2 (FORTIF15ER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/110 ZIP WALL SHEA I HIND SELF-ADHESIVE FLASHING — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. 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 / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL .PRIOR TO ELEC. METER INSTALLATION `ELEC. VERIF METER FIELD Y 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 "2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ya' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING ONTAL WOOD FRAMED WALL k�_ HORIZWEEP SCREED ( FRAME TO FRAME) 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 LARCsER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER 01, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTER BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER 'I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOODCONSTRUCTION -FMISHD FASTEN TO WOOD STRUCTURAL MEMBER - 1' O.C. MAX a crtu x' TO Y�' MID - WALL �neoo ar:osan 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEANPL MASONRY BEFORE APYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' B WRLAYER sl, STUCCO WRAP WRB LAYER "I, STUCCO WRAP 0 APPLY 60 MIN GRADE 'D' FELT SELF -ADHERING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #3 STEF #4 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP * STEP #& l 9) ELECTRICAL RECEPTACLE A R C H I T E C T• Desi n Grou ..C. +� LONGWOOD, FL 32760 �.v PH: 407-774-607S FAX: 407-774-4078 www,abdesigngroup.com AA #: 0003326 J 94 y R A F WOOD SHEATHIN WOOD -� CONSTRUCTION Sri HAT CHANNEL Iftl TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M, STUCCO WRAP i' THICK 3 COAT CEMENT PLASTER WRB LAYER M, STUCCO WRAP AMICO AM66-WFWC-180 �groM cnalNG BEm NO GAP IN FIELD � (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nDTL.0 CANT - SCALE: 1 1/2'.1'-0' -WRB LAYER M, STUCCO WRAP WRB LAYER n, FORTIFIBER BUILDM PAPER i' THICK 3 COAT CEMENT PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED EXT. WOOD MVD-\ 6UB-FLOOR DECKING PRE-ENG'D TRUSS -� WEATHER CARRIER WEATHER RESISTIVE — BARBER 4 / i' THICK 3 COAT CEMENI PLASTER PETAL LATH WOOD 844EATHMG EXTERIOR GRADE b' SELF-ADHEREING DRY WALL �FLASHI WRAPPED .� • TOP OF WEEP SCREED 4' POSITIVE TWICK, 3 COAT CEMI `y TO SHEATHING BELOW DRAM P �REEp !'!-'TER VMYL CORDER BEAD _+� \ WRB LAYER M, NO GAP IN FIELD VINYL CASING BEAD STUCCO WRAP (61I0UM FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WRB LAYER -2, FORTIF15ER I BUILDM PAPER , , 6' SELF-ADHEREING PLASHM WRAPPED • GORIER OF CANTILEVER 1 4'POSIEEP C�� IN 0 CANTILEVER DRIP - EDGE NOTE: METAL LATH: LATH TO BE PER SECTION R103-1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD 5/S' TYPE •A' DRYWALL W/TEXTURED 4 PANTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD vINYL cASM BEAD L 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED PANTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING, WOOD CONSTRUCTION FINISH LAYER (2 LAYER 3' X 3' 26 GA CALV. METAL DRIP EDGE PEEL t STICK) SET IN RILL BED OF 6' PEEL . SEALANT, Ji' MIN STICK •DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK YW GAP FOR BACKER I NXI °ri P.T. OR SI L LATED ROD t SEALANT WOOD (TREX) FILLER CONTINUOUS - , CASING BEm WATER PROOFING I.t WEATHER RESISTIVE LAYER (2 LAYER PEEL i BARRIER M STICK) WRAPPED FROM WEATFIER RESISTIVE BALCONY DECK TO BARKER 4 CANTILEVER �"R'a'�• W PEEL . BTICIG • DECK MEMBIRANE, DRIP EDGE TO DECK EXTEND OVER DRIP euE FLOM EDGE ®® 9w 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN RILL BED OF I W GAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD WATER PROOFING; let - LAYER (2 LAYER PEE 4 STICK) 7LUMN SHEATHING FATHER RESISTIVE AM�MER M 'AATER RESISTIVE AMMER M! SAP. \ -EEL 4 STI`CIC 1)6'x3' •L' FLASHING FULLY EMBEDDED IN ROOF CEMENT UP X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF TREX WEATHER RESISTIVE BARRIER "I WEATHER RESISTIVE BARRIER '2 EXTERIOR COLUMN COLUMN SHEATHING LEGEND PEEL t STICK 6' SAP. IJ6•x3•'L•FLASHI DRAINAGE PLANE (WRB SUB FLOOR FULLY EMBEDDED IN ROOF CST LAYER "I, STUCCO WRAP) 1 K' X 3' 26 GA. GALV. METAL DRIP EDGE WRB LAYER "1 (FORTIF15ER — — — — — I NXI N P.T. OR SIMULATED UIOOD lTREX)FIL_ER. SET IN PULL DEC) OF 6E'ALA NT,)f' MIN. BUILDING PAPER) CONTINUOUS SPACE FROM DRIP Yi GAP FOR SEALANT FACE TO TREX VINYL (ABM BEAD METAL LATH X-X-X-X OPT. BAf.KER ROD. WATER PROOFING IN MODIFIED 90 LAYER (2 LAYER PEEL 4 STUCCO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VMYL cA6nNG BEAD CANTILEVER WOOD OR 1116' ZfP WALL i' THICK, 3 COAT CEMENT PLASTER SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH i' THICK 3 COAT CEMENT 4- POSITIVE DRAM nEEe armor PLASTER QmAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VMYL CABMG BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) ------- - SCALE: NT8 WOOD SHEATHING WEATHER RESISTIVE IJj'XI'ri P.T. OR 61MULATE u W.^L NT,,W MIM SPACE FROM DRIP - WRB LAYER M, BARRIER M WOOD (TREX) FILLER CONTINUOUS FACE TO TREX STUCCO WRAP WEATHER RESISTIVE YINT-L CASING BEm r' GAPD FOR �� 2x FRAMING MEMBER BARRIER -2 4 ROD t SEALANT WATER PROOPI lot j' THICK, 3 COAT CEMENT '. ;! WOOD SHEATHING FINISH LAYER (2 LAYER LATER (2 LAYER PEEL t PEEL- t STICK) STICK) WRAPPED FROM PLASTER WRB LAYER 4, FORTIFIBER i' THICK 3 COAT CEMENT 3/4 RESILIENT DALCON7 DECK TO 2 Imo. ���ieuee FIEAD BUILDING PAPER PLASTER NAT CHANNEL CANTILEVER i' THICK 3 COAT CEMENT FASTENED TO BNEATHI ! WRB LAYER "I, METAL LATH [4' PLASTER ::,; ;;�.-,�;- :. ,:... • 1' O.C. MAX c METAL LATH ;, I STUCCO WRAP WOOD SHEATHING. METAL LATH - I ": ! (2) 2x12 HEADER 5/6' TYPE .X• DRYWALL WOOD SHEATHING WEATHER RESISTIVE , WRB LAYER M, �' THICK, 3 COAT CEMENT , ! i WRB LAYER 02, FORTIFIBER W/TEMURED PANTED FINISH BARRIER M 811JCC0 WRAP `, PLASTER " ! BUILDING PAPER WEATHER RESISTIVE i THICK 3 COAT CEMENT BARRIER -2 4' PO61TIVE DRAM WOOD BFEATHI ,. , METAL LATH POSITIVE DRAM WEEP SCREED PLASTER VINYL CORNER BEAD WEEP BCJREED lzzy6'SELF-ADHERING METAL LATH FLASHING,��. ' '! 1 8� THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD WRB LAY WRB LAYER 4, FORTIFIBER I ' (EXPLODED NO GAP IN FIELD (SHOW FOR CLARIFICATION OF PAPER NEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE 4CCE66MES ONLY) 'I CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A CORNER HEAD ® FRAME DRIP CAP 11 EDGE INSTALLATION \ UJOOD CONSTRUCITON RESISTIVE M RESISTIVE �2 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED FIELD FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11E RIP EDGE INSTAL�,ATION 2 1/2° L CORNER BEAD (FASTENER t SPACING m l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i/ 4 R�CORNER BEAD OP BLOCK WINDOW FLANGE UM'LAYER M, STUC7WWRAP WRB LAYER 02, FORTIF15EFR BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER 6'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE LL 15B CASING BEAD (& WINDOW ( FRAME, NO BAND) A R C R I T E C T 8 6 GIM i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.a bdes!gngroup.com AA #: 0003326 R h v F 9V23Drv. dt lAT: SILVERADO LOT #16 BLK #16 PROJECT# 03719.001-16161 MODET1 "2045-LANTANA" GARAGE E 1FMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 PH WOOD SHEATHING —� WRB LAYER "I, STUCCO WRAP WRB LAYER $2, FORTIFIBER BUILDING PAPER _ METAL LATH a' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER "I, — STUCCO WRAP VINYL ANGLED SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER Y; GAP TYP i' THICK 3 COAT CEMENT fW.A6IR3EAD PLASTER IX TRIM MEMBER 1O TRIM METAL LATH R STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFIBER BUILDING PAPER SIDINGS WOOD SHEATHING wIm LA T eR ^I, WRB LAYER 01,\ \ STUCCO WRAP STUCCO WRAP I- CASING BEAD 6' SELF -ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD 6 EATHMG ' UBAER RE61envE WRB LAYER mot, FORTIFIBER BARRIER BUILDING PAPER i u slarrvE i / \ METAL LATH Xx�Y4 atom \ 6.GELF--ADWERNG ' S' 6ELF-ADHERMG ��� // I a i' THICK 3 COAT CEMENT �r FLASHING L �. WEATHER RESISTIVE PLASTER \ I BARRIER'I *SELF STARTER STRIP / \\ \\ UXATWR BARRIER �81STIVE 6-ADHERING FLASHING ;; I I \ R M e�ei+�aiG�"ER"aG ;k \ — GALVV PETAL GALV'D METAL W FLASHMG DRIP CAP Z' FLA61 M t V v a. n"wx eTen DD NOT eAu .,c an ORAL-�i WINDOW FLANGE ' CASING BEAD ® WINDOW 15C (FRAME, W/BAND) OM TRIM MEMBER / ` QASm / %—w SAL CAP eVCAULKING APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER AI, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER B YONo tR)cTION W &ELF-ADHERMG BUILDING PAPER i 1 WRB LAYER 01, FLAWW. THICK, 3 COAT CEMENT I , STUCCO WRAP WEATHER BARRIER RE61anvE WEATHER RESISTIVE BaIIER' \ BARRIER a TO LAP PLASTER i WEATHER RE88TIVE / \ S• MM. ABOVE TOP / -' = BARRIER 4 of W FLA614M I \ WRB LAYER 02, FORTIF15ER x T Y' AP eIOING �� a '�� I i BUILDING PAPER WEATHER RESISTIVE I BARRIER, VINYL ANGLED ' r eELF-ADIERING FLASHING \\ 91anvE CASING BEAD / B BARRIER 4 METAL LATH VINYL CASING BEAD AD 11 THICK, 3 COAT CEMENT `Z' FFLAASHIVV ' NGi4L (EXPLODED 8� VIEW FOR PLASTER ' CLARITY) GALVV METAL ��' WEATHER RESISTIVE Z' FLAW NG BARTER M TO LAP ABOVE IWSODS. OMMEAATED Q ZLFLA TOP `� MBER E-Z DEAD VINri CdSIlY. aMATED WEDSR (W(FLEXIBLE PVC R BACKER ROD) \ / 'SELF-ADNERING CASING BEAD ® RAISED w. R,�W4 "ERI"`i \ I I �`A'" ' THI ! C0TER \`� ": BA T OR APPROVED T \{D�RESISTIVE�IERRE WEATHER RESISTIVE ERA A uEATHER RESIStIVE 9--L= vlNn �waPG BARRIER 2 (ww R.EXIBLE PVC CK BAER ROD) SIDING TO STUCCO MEATIER RE61STIvE ® FRAME TO FRAME BARRIER a 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / a WINDOW FRAME ,( /—, _r._.,...,_......_.._.. WRB LAYER 02, FORTIF15ER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) \ WRB LAYER w, STUCCO WRAP, \\\� WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY SEALANT WINDOW FRAME Y4' GAP TYP CASING BEAD TO WINDOW r I}' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, F-ORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER .APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE a BUILDING WRAP WRAP 6A)EZ BEAD WINDOW CASING A l C N I T E C T 8 GrDesol In ' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 8 x F SU33DM J LAT SILVERADO LOT #16 BLK #16 PROJECT* 0 7 9.001-16161 MODEU "2045-LANTANA" GARAGE DWING: RIGHT PAGE: WALL ASSEMBLY 5 DETAILS MPH P. MOUNTIND CARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY "TAN 'T SHONN IN P GMVANZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NNL IN PULE USING 1-tlN' NNLS AT EACH CORNER. ROOFING CEMENT SHOULD BE APPLIED TO ALL SHINGLE EDGES NEAR THE OUTTHE GOOSENECK VENT OPENING IN THE ROOF W TER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENGED IN SEVERE WEATHER COASTAL SHEATHING. SIZETHEOPENIWINACCOfAANCEWTHTHE CONSTRUCTIONZONE3. CHART SHOWN.INTHEEVENTAMEO MVENTFANIS USED, SRE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS MEN CUTTING THE OPENING IN THE ROOF. FITTING RRINTERFERING SHINGLE NAILS AROUND THE PERINETER OF THE OPEMND 30 THAT THE PARING FLANLiE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SHOE FLANGES OF THE VENT UP AND UNDER SHINGLNGLES. ALLOW THE BOTTOM VENT FLANGES TO LAY ON I THE POF THE SHINGLES. E o ROOF HOOD VENT DETAIL SCALE, NITS SIT HOUSEIRM AT IS' ANGLE MODIFIED 'I• CUT N HOUMI~ TEI'ffO rim IF TLIOC .L HEA "'-�•"' "OLD IN Ai APPROVED HOUMIaS,M' \ OVER SHSATHNG OVUM: .. sD STIR WALL SLOP STEP I INSTALL 6— SELF-ADHERING FLASHING OVER NALM RANGE JAPES EXTEND FLASHING MN �� / F EL GILL\J/\ FLEXIBLE FLASFRIG 00 NOT SEAL BOTTOM FN STEP 6 DAMS)NALNG SELP-ADHER N FLASHING V MS BEYOND JAMS FLASHING INSTALL VINYL CAP ASPHMTPLASnCCFMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE yy*,� MN ALIW FLASHING BV INT. EDGE OF SILL RO. MECHANICALLY FASTEN PANED EDGES(CAP NAILS, STAPLES) INSTALL DUFONT FLDd~ AS TL FLABNFIG AT THII POLD ROME~ DOw a TAPE DIAGONAL OJT ACROSS WAD OF IUNDON PLUMBING VENT DETAILS SCALE, NTS APPLY M' GNTSSNOW P SEALAN AM06 ABC MILT TO INDOW NA LANCE N m-PUNO HOLES OR INSTALL •' MDR ADHESIVE — BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAI - JOINT (PRDRCTO-APIAP ST-200L a EQ3v) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS VALLEY CENTERLINE 35"MDE VMLEYFLASHING IO FASTNERS VAHIN SWOR HEAVIER FELT TOFCENTERLINE A FASTRIERS IN UNDERLAYMENT IIEND SHINGLE %IENDENDSHINIXE ASPHALT I AT LEAST IS BEYOND VALLEY CENTERLINE ROOFING // CEMENT CUPPED OFF C AT WRIER /5DEGREES A,SHINGLES TRIMMEDr SACK FROM V.—CENTERLINE ROOF VALLEY DETAIL SCALE, INTO APTLY 061 HW (0 EQUAL) SEALANT L WINDOUVOM JOINT. FLUID APPLIED FLASHING(LANDO WIDE-SEAL IBC-N OR EQLALA OLD" SILL TO EN L IT IS THE CONTACTORS RESFGNSIBILTT TO VERIFY TLE COMPATIBILITY OF ALL PRODUCTS NCLUDNG HOUMI RAP, SEALANTS i SELF-ADNERM FLASHING MATERIALS USED OURSY CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS UJSTTEN SPECIFICATIONS SI®RNINa, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIELE. EAN AND SEAL JAMB TO SILL JOINTS WITH DOW lift FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR W14EME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING 6E.AL INTERIOR PERIMETER OF WINDOW WITH SEALANT L IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCI-UDING SEALANTS N SELF -ADHERING R AWNG MATERIALS USED DURING OONSTRNOTION 2. PLASHING AT EXTERIOR UMDOUS AND DOOR OPENINGS SMALL BE INSTALLED IN ACCORDANCE WITH MANFACTURIERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FSC M103A U N ACCORDANCE MTH FENESTRATION MANUFACTURE" RE" INSTALLATION AND PLASNNG INETFwTIONS. WMWbML SEALANTS MAY REACT ADVERSELY IF NOT COMPATELE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS A A C N I T E C T6 Grou TR�. Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngrou'p.com N: 0003326 m� i s 0 3ti C u S 1/8' TEXTURED / ✓ 1/2' TEXTURED /-------------------------------- ---------i -- - ----- 2x6 SUB -BAND FINISH • CMU W/1'x4' NOTCH ® METAL LATH / - - - - / ✓ END, WRAPPED IN: PEEL a STICK METAL FASCIA WRAP UJOOD SHEATHING OR cm 1 I\ YWRAP(FRAME 1" DRIP EDGE STUCCO ONLY) E-------- - f = WRB LAYER -2, FORTRESER F-Y PER 1/8' TEXTURED I \\ FINISH A WOOD I \ 2X6 sue (SAND ^ BUIIILDING3 RooFIN� CEMENT \ 1 i/81 \ 1/2' TEXTURED \ FINISH A \\ \ e( CMU / DRIP EDGE \ \\ ✓ METAL FASCIA \ WRAPVs' FROM \ }� ©FLAN P METAL KICK OUT STUCCO I' FROM \ - -------------- ------------I ,a WOOD WALL \\ \\\\ P EXTERIOR WALL \\ (FRAME OR CMU) \\ ;a Y \\ NOTE: NOTCH FOR 2Xfo \ \\\ SUB BAND ONLY 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 0 CMU // 2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL ® WALL ®E L E V,4 T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x X ®PLAN A PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/115'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT B ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T 6 G)L ion rou 1.0. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 b z y r ao a 0 JSUHDIV. de LOT: SILVERADO LOT #16 BLK #16 PROJECT# 037 9.001-16161 MODEI1 "2045-LANTANA" GARAGE 8WI[NG: RIGHT PAGE: WALL ASSEMBLY AXETAILS 0 VPH TOP OF SLAB ih I-- --y ---- --- ' J TE-1 ` J TE-1 _ F2-24X24 F2-24X24 F.FM-i6X18 I q w O w 4" CONC. 1 1 SLAB I �l' ' I /// -3 1l2� I 1.1 , i I 11 i ml l,ll o F— FM- 6X18 a T-0" 4'4" 9'•2" 3'•10" /� 4" PVC %CHASE I v N 1, 1, I l� 11 1, o � 1, 1, I I 4 / I � 1.1 [0 I it I I ,l l� j 3_3„ TOP F* SLAB /I TEA g I I 7 Za. it pp Y 11 I c I i Lb 4 I i�f 3 1/2 I IX 1" PVC CHASE L 1p i FOR ETE-1 ISLAND ISLANDD it 12 1.1 i II I c� I I I 4 ( I il� , c l� 11 11 23'-0" I 4 I 1 I to TE-1 r _ — EXTEND I SLAB 1 1/2" vl I �I N i� TE-1 — — TE-1 J 8 I 4'-10" 5'-4" 1.1 6' 8„ I I �I-3 1/2" I I I EXTEND iQ iD I SLAB 1 1/2" FM-16X78 I CONC. I N 14 w SLAB awl al I 4-6 I '4 1 -3 1/2';y 0 iv � I Y 2 Ri N --_— y ml 2 1. I X Im1.1 I I gl TE•1 I I cX�S I I ILL I 1 111 I -5 1/2"� 1.1 FM-16X18 — — FMC-16X18 FM-t6X18 FMC-16X18 — — — — — — — 4'-4" 1, , T-7" 1, 164" 11 2,_7„ FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, OINDICATES #6 BAR.WNDICATES #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 "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WIN SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION DOWEL LEGEND © S'xS' MASONRY COLUMN W/ (2) 9'S ARE DESKaNED TO BE PLACED IN CONTACT WITH THE NSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN W/ 05 DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 616 W1.—IA OVER GENERAL 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 1T, - (2)#5's FMC-16x18 16, CONTINUOUS le, - ( # 's #5 IN CURB VARIES F-24x24 24' 24" 1T TE-1 8" SEE PLAN 8" - ( ) #5's #5 IN CURB (-p'-0" F1-30X30 1. 39' 17, (3)#5'3 s F1-42X42 47' 47' 17. (3)#5'S ( s F2-24X24 24' 21' 17' (2) #5'S FOUNDATION PLAN SCALE: 1/4" = V-0" A R C H I T E C T• Gnm rou i 1n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwzbdesigngroup.com AA #: 0003326 V M 0 y SuDDIV. & LOT: SILVERADO LOT #16 BLK #16 PROJECT* 7 -161 1 MODET. "2045-LANTANA° GARAGE 9T►IATO: RIGHT PAGE: FOUNDATION PLAN 50 PH A j DwR7E 07/09/21 SCALE: 1/4"=1'-0" 81iEET sl 30, MIN. EACH WAY MONOLITHIC FOOTING }} •. Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED D CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND • 0 4. SPACING REQUIREMENTS SPACING REQUIREMENTS ° - v co '.. I. U Ka S • FM K Z 8" CMU WALL O y 8"CMU WALL • . p CORNER BARS, SAME SIZE AS LARGER BAR I O b — ' Z i`0'-(7'WAY ° IN FOUNDATION WITH 30"LEG EACH 0'-0" AT ALL CHANGES IN DIRECTIONS r-1 � TOP OF SLAB TOP OF SLAB (• SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH BLABCHAMFER SEE SLAB SCHEDULEARISIZE 48 BAR DIA. (1-STORY) #3 18" EXT. PORCH SLAB • SEE SLAB SCHEDULETOP OF GARAGE I . ,CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE °JOINT W/1/2'ISOLATION (WHERE VAN CHAMFER (2-STORY) 44 P1V W/ 1/Z'ISOLATION 4" CHAMFER (1-STORY) 6" CHAMFER (2STORY) APPLICABLE) i SCHEDULE 00" JOINT(WHERE APPLICABLE) _ Z •'` •iEESCHEDULE#`' 4WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY #6 42' N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION SCALE: 3/4"=T-lY' GARAGE SCALE: 3/4"=l'-O" CORNER BARS DETAIL @ SCALE: 3/4"=V-0' GARAGE DOOR LAP TOP PLATE A MIN. OF 48" W RECESS AND NAIL W/ 16d COMMON I NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT W =O 9+ LAP TO OCCUR OVER STUD OF WALL W/ PLAN W W W LU=: U N W W 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR CURB FOR O (- I j U) NEW REINF. BAR a a0, SECURED W/ 2- PART 3 SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ lrZWl' WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DEL. TOP PLATE WASHER SET IN HIGH STRENGTH j� MASONRY UNITS SET �:0. AT ELEV. 2" CAPPED a EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. 016" OC 0'-0.. GALVANIZED PIPE g 8, UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE Q O FOLLOW ALL MANF. BTM AND TOP PLATE SPECIFICATIONS FOR ANCHORS W/ 10d x 1 12" USE AND COMMON NAILS FILL ALL M PREPARATION OF HOLES, DO NOT USE 10d W HOLE. ZX x3" SLAB SCHEDULE SECURE FLANGE TO J Q RECESS AROUND GARAGE SLAB Wl(4) 1/4" X 2 1/4" p •�• "Q�° [SEE +- 0'-0" DOOR OPENING TAPCONS TOP OF SLAB ..: _. —� ,1 _ 4 QQ - • SCALE: 3/4"=,•-0" 4" CHAMFER(1 STORY) °�- — ° 6' CHAMFER (2-STORY) -� ° ° �• LAP TOP PLATE A MIN. OF 48" EQ. EQ. SEE SCHEDULE AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT FOR WXD, BAR SIZE PLAN LAP TO OCCUR OVER STUD OF WALL AND BAR QUANTITY ADDING BAR TO '7 INTERIOR CURB FOUNDATION WOOD WALL PROVIDE BLOCKING WALOL W// SYP NoD2STUDISSEE r SCALE:34"=1'-0" BOLLARD MONOLITHIC FOUNDATION PLANS FOR SPACING. SINGLE 5 6 3/4"=T-a' (W/ UPLIFT) BTM. PLATE TO BE PT. SCALE: 3/4"=1'-0 scALE: PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. W SLAB SCHEDULE LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON Q NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED [SEE +- 0'-(1" 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 Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLEBTM. 74t PLATE TO BE PT. SECURE ST. PLATE TOPROVIDE SLAB W/tOd MASONRY NAIL6"OC DBL, TOP PLATE STAGGERED. Qr/F ADDITIONALMETAL c� U ULE CONNECTORSNOT -J R SIZE REQUIRED WHEN NO xa. ANTITY UPLIFT IS PRESENT. O 8" CMU WALL PORED LINTEL CONT. (TYP.) INTERIOR CURB FOUNDATION WOOD WALL - - B"CMU FILLED CELL (TVP) ,. TOP OF SLABt: �.I° 8 SEE SLAB SCHEDULE 2XWALLFRAMING + _ O-0 SEE SLAB SCHEDULE iQ" DIA SIMPSON ST82 BOLTS 5" TOP OF SLAB Z Z — .' MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 'a�� • NTERED UNDER WALL AND �.��—° 16' O.C. VERTICALLY MAX ° POURED MONOLITHICALLY WITH • -- — - FOUNDATION AND SLAB 9' VARIES a' SEE SCHEDULE - SEE SCHEDULE 3' FOR WXD, BAR SIZE s / FOR WXD, BAR SIZE 3' " AND BAR QUANTITY ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- as -4INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOOTING AND COL. PAD BLOCK WALL CONNECTION ° .•• :_ ; (NO UPLIFT) 1 0 SCALE: 3/4"=,'-0" 11 SCALE: 3/4"=,'-0" F RECESS FOOTER S__SHOWER SCALE: 1 "=1'-0" A R C N I T! C T 3 Gr esbu i gn L441 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 m 0 m� 4 F SlUBDIV. ae LJOT SILVERADO LOT #16 BLK #16 PROJECT* 3719.0 1-1616 MODEL,: "2045—LANTANA" GARAGE 9NINO: RIGHT PAGE: DETAILS 50 MPH F"A R C N I T E C T$ 1 Grm i in 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 A 0. y 8 0 R a SUHDIV. & LOT SILVERADO LOT #16 BLK #16 PROJECT* 03719.001-16161 MODEU "2045-LANTANA" GARAGE STUNG: RIGHT PAGE: DOWEL PLAN 50 PH W. DOWEL PLAN SCALE: 1 /4" - P-0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV, ° A TO HORIZONTA REBAR W/ 10" HOOK a GROUTED BONLD BEAMi VARIES PER ELEV. r' Z � - ° tV o_ g 0 0 #s BARs . bo I. 10" HOOK _ • 5 °a o ° m a O CLEAN OUT REQUIRED Z Qw FOR INSPECTION _ m • • O 0'-0" FIN. FLR. ° O A ° TIE ERREBAR ° °� 3 TO HORIZONTAL ° Eli REBAR W/ 10" HOOK BAR SIZE 48 BAR DIAL ° Z x #4 24„ CMU UNIT DIMENSIONS Eo ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA. #3 18' METHOD #4 2,f U #5 #6 38' #7 42" V79,/ MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTALNERTICAL #6 30" * 3 SCALE: 3/4"=1'-0" REINFORCING 2 s REIN FORCING 0 4z 1 SCALE: 3 &W!' MASONRY COLUMN W/ (2) #5S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 b�DOWEL IN FOUNDATION. OR �DOUBLE FILLED CELL SCALE: 3/4"=1' 0" A I C I IT I C T E GDesinn 141 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.00m AA #: 0003325 R C SUHDIV. de IAT SILVERADO LOT #16 BLK #16 PROJECT# 3719.001-16161 MODEU "2045—LANTANA" GARAGE BMWO: RIGHT PAGE: DETAILS 5 PH W. j 1 8FI6-lT/OM/OB �, BFII 1 � 1 , 1 Olq � 1 �< 1 LL 1 m i 1 1 1 1 1 1 1 1 1 1 1 t 1 1 � 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 i o 1 1 1 m 0 ~a 1 'b 1 LL m 1 1 1 1 I 1 1 1 1 1 A 1 4 1 I ♦ i 1 i IC 1 1 1 1 1 1 1 1 1 4 1 1 1 1 FVA.- I 1 T 1 1 1 1 1 1 8F18-1 OM/OB 1 I 5,_ ,. 1 � 1 --- BIB -----j---------� LIFT BEAM PLAN SCALE: 1/4" = V-0" i 1 1 1 1 q 1 1 1 1 GENERAL NOTES '.)CODE! 1.1 FLORIDA BULDING CODE M EDITION, =RESIDENTIAL SECTIONS R4M.2! F808. 12 FLCRIDASUILDNG WCE,MEDTON, 2020 BULDNO, SECTIONS t901282101. 1.3 SLILDING CODE REWREMMREINFORCED CgK ES FOR KM1-31&14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TMS IIImI-13) 1.5 PMEIBC SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LDADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE ]-10). 2.J CONCRETE: 2.1 CONCRETE COMPRESSIVESTREWO AT28DAYS: 22 PRECAST WSTANOMD REINFORCEMENT.I000 PSI MIN, 2.1.2 PRECAST MPRESTRESS REINFORCEMENT-0 PSI 2.1.3 GROUTPERASTMCd]".30 MIMMAK.3M'AGGREGATE.WMI1'SLLMP. 22 REINFORCING SARS: 22.1 SMELP DMPRECASTUa LATTMIEMFMRPo lTI N STEEL IN UN 151A(GRADE 80) 2.22 AETNANLINTESd( K ECKOUT BLOCK LPIACED IN MELD) ASTM S'TRA15M ASW AI0). 2.4 PRESTRESS STRANDS I N1 M14 ]-WIRE, STRESS RELIEVED 2]0 KSI 2A OETNL REINFORCEMENT IN ACCORDANCE VAIN ACI31&14. 2.5 CONCRETING SIMLL COMPLY WITH ACI STANDARDS. 2.6 ASTNI AI DI.S N1RE PER pS1M AtO8VA10QN4 3) Y: 3.1 M 3.1 CONCRETEMASON" UNITSS IVESHALLCONFORM TO ASTM Gm, NORMAL WEIGHT VATi MINIMUM NET AREA COMPRE85ST STRENGTH 2O00P8I. 3.3 FULL MSHPi1CONFORM TO REOMEG210 TYPE YA'OR'S' 33 FULL M0 AGORE TS ARE REd4REp 3A MINIMLIMSE I-IANF- 2SOAY OOIONRY SNEl1RENOMOFE ESTAB MORTM SMALLNOT SE LESS TNMN FM • 20m PSI. MASONRY STRENOTM SHALL BE ESTABLISHED E THE 11Mt STRENGTH METHOD' OR ALTERNATIVELY, BY TNE'PPoSM MST METHOD' MERE UM REQUIREMENTS HAVE NOT SEEN MET. 4.1 SAFE LOAD ESE MEFBASED MON.ORIELS HAVING ABEMING OFS'(N. MINIMUM RESIDENTIAL. ADCEPTPBLE.6.3 OR FLORIDA WI MCRDA BUIM DODE. M EDTION,G,SE SI 21N.1, lE"MAM!LD D VAL. ES BASED BUILDING CODE 1i A ALYSIS, PER BUILDING, SECTION 2104.1 43 DARE LOAD VALUE!BAREDON RATIONALDEW ANALYSISPERACIL1 D AND S 402.1E 1.3 DESIGNER MAY EVALUATE C ISTINO MTED LOADS FROM THE BAST LOAD MY F BY CALCULATING MA%IMUM 0.E81lTNG MOMENT AND SHEM AT tl DISTANCE AWAY FROM THE FACE OF THE SUPPORT. dA FOR LINTEL LE(1) M AT Sd' OR GREATEREWIR AT ELL FlLLED 60L10 wTH GROUTAND MIMMMM THAT (i)E GREATER REBMISREWIREDAT EACH END OF THE TEMP 45 LINTELSTHAT BE GREATER THAN 2 DA AFSPAN TERGRMUST BE PROVIDED TEMPORARY SUPPORT, NOT BE REMOVED UNTIL DAYS AFTER GROUT PLACEMENT. FRAMING NOTES: 1. U.N.O ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOP SIMPSON HETA18 W/ (9) 1Od x 1 1/Z' HDG NAILS, CONCRETE TO WOOD FLOOR. SIMPSON LTA2 W/ (8) 10d x i 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A 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 MATH 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. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND CLEAR SPAN OPENINGS. 8. LINTELS SHALL RAVE 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 21 MEMBERS TO WALL WITH HILTI X-ZF POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" - x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a' DESCRIPTION REMARK Q (2) 2X12 BEAM SCHEDULE EZZEM 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 (re SIZE REINFORCEMENT STIRRUPS REMARKS BTM. I TOP MID SIZE SPACING BB1 MASONRY 3000 8"XV, (1]if5 GROUTED SOLID GRAVITY & UPLIFT SAF E LOADS LF) Vlxs" RECESS DOO GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER GRAVITY 8 UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER GRAVITY 8 UPLIFT SAFE LOADS (PLF) B x32" RECESS DOOR HEADER Re,.M RM Rer eM ° OF,meo am�alL esinumlL . m w.SYARE mw mw.evnRE me« mw.er„RE (1- mwewRE mw. sr la)w.evnRE mN=. za M) I -RE R)w. esM ,rood E� mD4ew1AE maN zr mweYnRE mN= aro4 (z)w eYARE lANc. as (z)wevwE (z)w. E* mw.ex4RE (2).3 al w.BAIRE Ma �EQIST (:)D45WRE (2)1R.4 .o- mw.eRE mrM.4 1we . RI Re.4 e-0' lA w.eVv4PRE mRe.I mw.evmE mew.. mw.ev4RE m,a.4 A R C N I T E C T 06 Gr em Inr- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77445078 FAX: 407-7744078 www.abdesigngroup.com AA $: 0003325 m� pi U O aF av>31DIv. ae L40T: SILVERADO LOT #16 BLK #16 PROJECT* 03719.0 1-161 1 MODELA "2045-LANTANA" GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN 50 MPH F'lcNT 07/09/21 DATE: SCALE: 1/4"=1e-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ la'HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'x6" ffi;m1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \)�A�� PLACE STEEL PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT.�OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND mu 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'xt6" b FLP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM pJ� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL , REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. PO FE 8X16 DEL. BOND TOP OF •\Q�� 2 S P�� SE gAR BOND BEAM EACH COURSE O 8x8 BOND BEAM TOP OF • ��G�\a W/(1)#5 BARIBOND BEAM F = FILLED W/ GROUT I .�\T•p� U =UNFILLED GROUT SOLID FROMTO .p1\� NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #6'S, IN 2ND BOND BEAM, IF FILLED LINT BEAM COURSE R SEE NOTE 5 LJ LINTELWI(8x8 PRECAST CONCR Q���F�� NOMINAL-� LENGTH OFIBARB WIMASONRY 16-1 T/17#0F BQ HEIGHT #OF#66,TOP OPENING-Z' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX-1T/1 M/OB INDICATES A DOUBLE SONDBEAM #5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE:34"=1'-0' AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL IT IS THIS ENGINEER'S INTENTSCALE: AND XUXX- iTN M)DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATITOP LINTEL OF OPENING 10 AND XUXX-1T/OMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 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 1-1M" _ EMBEDMENT #5 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 23/16 TAPCON . ,w" PRE -CAST .4 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 EE SILL MIN EMBEDMENT 1 1/4")8" = SLOPE FROM EACH END AND 1S' N 1-1/4" EMBEDMENT 0 _ 2xB (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK 9IZE.145 MIN HEAD AS TO ALLOW BENT SOLID BLOCKING SIZE .300 MIN EMBEDMENT 1?7116'OSB BAR TO BE PLACED IN 1/4") 8" FROM EACH END ANDURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" 2-12d PER BILK EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL i1 SILL CONSTRUCTION CORNER BARS `r FRAMING DETAIL AT CORNER STEP SCALE: 1 1/2"=1'-0" ARCHWAY 5 SCALE 3/4"=1'-0" 3 SCALE: 3/4"=1'-0" V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I a ISINGLE #5 CORNER 1 BAR, 311 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF �F FILLED CELL BOND. BEAM II � 8.8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL Ar CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE L►NTEL, MULTIPLE OPENINGS 6 SCALE: 314"=1'-0' r-A RCN ITL6 Tt1 6 Gr a0ign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 vr7abdasigngroup.eom AA #: 0003325 911N11 ennn. aVHaIV. & LOT: SILVERADO LOT #16 BLK #16 PROJECT* 371 1- 6161 MODEL "2045-LANTANA" GARAGE STIMG: RIGHT PAGE: DETAILS QYNPH JU DATTIM 07/09/21 SCALE: 1/4"=1'-0" S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. AH11T 2X4 BLOCKING BETWEEN —� TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED AH15 TO BRACE TOP OF WALL. AH17 AH19 A A A A A A 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS U U "' "' "' „' "' U U U FRAMING PLAN SCALE: 1/4" = V-0" A I C N I T I C T 5 6 Gr e i In i"I N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 y pa° v 0 LI-3 9VHDIV. & LOT: SILVERADO LOT #16 BLK #16 PROJECT* 0371 .0 1-161 1 MODEL: "2045-LANTANA" GARAGE DWING: RIGHT PAGE: FRAMING PLAN 50 PH W. A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }'NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) ,. GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C 'MASONRY BOND BEAM SEESCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#2Z'x4', 6', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb lc TYPICAL TRUSS/ SCALE GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE �— 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. BERIES TH�PIB� PROVIDE DBL. TOP PLATE 4500 3/4" WOOD PANELS PROVIDE BLOCKING 6000 (2)12" WOOD PANELS 12" GYP. WL. BD. 60 (2) 12" WOOD PANELS 90 2x LUMBER SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN r,�I-JOIST CONNECTION @ L.B.W. (NO UPLIFT) NOTCH DEPTH 1/4•D THOLE DIAMETER E TER / HOLE DIAMETER 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.— PLATE STUD NOTCHING AND BORING LIMITS ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE a....SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x (9)10d x 1 J' NAILS TO 6', 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 6' W/ 10d NAILS, 2 ROWS, 3' MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT 7 TIEDOWN REQUIREMENTS. CONNECTOR 1—A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN w WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDE }'x 2 J' TO GIRDER B{1) SIMPBON FGTR GIRDER TIEDOWN WITH (2) }" x 5"TITEN lD TO CMU AND (18) BIDS }" x lx2, 2(WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2)}' x 5'7ITEN HO TO CMU AND (18) SDS �' x 3` GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS 12 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c SCALE GIRDER CONNECTOR(S) S� BACKER BLOCK THOIE88 4500 3/4. WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2z LUMBER LSTAl220 GAUGE W/ 1'd 2 HDG COMMON NAILS. IM EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM LE EDGE>5/e" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) i6d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4" 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, S' HOLE DIAMETER MIN. EMBED (36) 16d GALV, COMMON NAILS AND (12) 16d GALV, COMMON NAILS. < 3/5'D DBL. STUD E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=l'-0" # 1100 UPLIFT SIMPSON — HTSM20 W/1010d 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 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �-- TITEN 2 ANCHORS MIN. 2" COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-O' 6'-0" MAX (W/1X4) ,2R 1U-0" MAX (W/2X4)) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'4" (1) W BRACE SEAMS) 30'-l" 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 lx4 DIAGONAL P.T. PLATE W/ 12d's 8" BTM. CHORD STIFFBACK (AS PER O.C. MAX BRACING, SEE TRUSS ENG) CONT. 214 SECURED W/ PLAN FOR LOCATION (2) 10tl's EACH TRUSS MAY NOT BE TO BE INSTALLED@ REQUIRED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. ... lx4 BTM. CHORD BRACING 6-0" O/C —� END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 1U-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ �L /+ INTERSECTION TYP. /1 BTM. CHORD BRACING v SCALE: 3/4"=T' 7' 5'EDGE CENTRAL SPACING SPACING SEE SEE �RSTM SCHEDULE,SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE Q 512" MIN. EMBED. (TYP) EF 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2: 2. END OF FRONT AND REAR LEDGER SHOULD m g LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5, IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" (21 PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE BEDGESPACM C@RRALSPACNG A DOUBLE 2x8 12" 8" O/C 16' O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 12" 8" O/C 16' O/C D DOUBLE 200 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16' O/C F DOUBLE 2112 3/4" 6" O/C 12' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=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 (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-0" A I C I IT I C T S 6 Grob i 1n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 y gR G V SILVERADO LOT #16 BLK #16 PROJECT#► 037 9.00 —16161 �[ODET1 RIGHT PAGE: DETAILS ' 07/09/21 DATE• SCALE: 1/4"=1'-0" 8*12 T s3.1A T, IF FLOOR DECK cm 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16tl COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE3/4"=V-0, SIMPSON H6 W/ (8)8d COMMON NAILS 21 STUDS SIMPSON H6 W/ (8) 8tl EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSONSP..PH6 BTM. PLATE STRAPS Wl 10d x 1 FLOOR TRUSS OR /2" HDG NAILS 1 GIRDER TRUSS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=l'-a' DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW W CMU WALL REINF PER PLAN PER ELEVATION JL O z f55C o= aaQQUU C4 mom= PER ELEVATION 1X2 FIRE -STOP �'/q W #8 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; «) 3/4" AS SHOWN SIMPSON A23 EA. TRUSS Je /4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2.6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 16d NAILS INTO LEDGER AND 10d 3" O.C. #8 WOOD SCREWS OP OF FL TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ O.C.; N1 2x4 BLOCKING @ EA BRACE. TOENAIL INTO TRUSS W/ (4) 16tl S1ORU EURAL SHEATHING 4 UP (@TOP 2X4 SUPPORTS BT. BELOW O STAGGERED OFF NAILS !� EA. END MUST NOT BREAK WITHIN PLATE FLR) CENTERLINE OFF 2(6; 3/4" AS SHOWN 7�' 2x4 BRACE @ 46" O.C. w/ (5) 12d 1'4" MIN. FROM 2ND. FUR. FLOOR DECK 'µ NAILS EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/2" EXP. BOLT NI Btl RING SHANK NAILS 4" O.C. MAX @ BT. OF FLOOR TRUSS 8" CMU WALL AT 16" O.C. AND 8" FROM INTO BLOCKING (BT. 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5.lrZ' EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC �I� /4" PER ELEVATION PER ELEVATION i ; �l'DF Z 011 NAILING PATTERN U PER ELEVATION m `? PER ELEVATION PER ELEVATION 24„ M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN ) MASONRY NAILS @'2 O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPS, N HETA-16 0 REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM REDRy TRUSS 1X2 FIRESTOP LEDGER INSTALLED TOO LOW SIMPSON6@ W\/ PLAN) AT TRUSSES PARALLEL 'O.C. 3Y W/T USS (VERIFY W/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 scALE:34"=1' Y PRE-ENG FLOOR TRUSSES NOT USED 6 O SCALE: 3/4"=1'-0 PRE-ENG GABLE TRUSS—•- 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. 9� NOT SHOWN FOR CLARITY) MAX 11L 0 PER ELEVATION I FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/Z' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY U' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • O• SIMPSON SPH4 OR SPH6 BTM 1/4" GYP. WL. BD. O AND TOP PLATE ANCHORS W/ 10d x 1 112" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS.2x4 SECUREDEACH FILL ALL HOLES, DO NOT USE 10dx 3„ 1/2'k9" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS LED 101-" TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-1/'Z' EMBED. MIN. @ 16' 1 O8 10b 10c OC MAX. SCALE 3/4"=T-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS TOPosTCANNECTTON ° A - SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. • ! B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGTlHDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4" X 21/Z' SOS TO POST TRUSS CONNECTION @ L.B.W. � �,� 9 POST TO SLABCONNECTXNI `9b SCALE: 3/4"=l'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 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 Wl 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-1/Z' NAILS TO POST. A R C 8 1 T L C T 8 Grou ion 141 N. RONALD REAGAN BU LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-77"078 www.abdesigngroup.com AA #: 0003325 4 a 4 F a. r rUBDM & LOT: SILVERADO LOT #16 BLK #16 PROJECT 03719.001-1 161 MODEL• "2045—LANTANA" GARAGE 9WM0: RIGHT PAGE: DETAILS 5VWPH DA E 07/09/21 acALE: 1/4"=f-0" S3.1B r` (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 @ EA. SIDE SIMPSON H10A OR LGT-2 W/ 10dX1 }" HDG NAILS; FILL ALL HOLES 6'b" FIBERGLASS SHINGLES OVER #30 FELT PAPER ON J" O.S.B. SHEATHING OR 4" CDX PLYWOOD SECURED PER NAILING SCHEDULE KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO. 2 STUDS @ 16" O.C. C19 3.1 ( 2X1 KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO. 2 STUDS 16" O.C. W/ SP2 TOP 6 SPt BOTTOM 2x4'S 10'-10" SPRING LINE OF ARCH 2x4 NAILER STUCCO OVER FELT MTS 12 @EA. TRUSS OVER PLYWOOD PRE-ENG TRUSS MTL. DRIP EDGE — 2x SUB -BAND 14'-2" VENTED ALUM. SOFFIT DOUBLE TOP PLATE O.S.B. SHEATHING OR }" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE �.-- MTS 12 Q EA. TRUSS ¢ ` 2X4 KNEEWALL TO BRG. HT. • 'i SECURE TO CMU W/ 1/2"X9" r Z ANCHOR BOLTS W/ 2" WASHERS SET IN HIGH STRENGTH EPDXY Q 16" O.C. (6" MIN. EMBEDMENT)-TYP. A ENTRY DETAIL—ELEV. 'D' PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HTSEE. PL" 2x SYP #2 DOUBLE TOP P LAP TOP PLATE A MIN. OF 48' NAIL W/ 16d COMMON P 2-ROWS, 4" O/C BTM. LAP TO O( OVER SHEATHING ATTACF NAILING SCHEI SIMPSON SP2 ( STUD TOP TO TOP P FL # 2x SYP #2 BLOCKING AT MID; OF WALL, REQUIRED WHEN I -0 IS OVER 5'" IN HE 2x SYP #2 KNEEWALL FR) a 16" O.0 SIMPSON SP1 0 EA. BOTTOM TO BOTTOM F FL # BRBR HT SECURE P.T. BTM. PLATE TO BL 12'W' ANCHOR BOLT W/ 2" WA: SET IN HIGH STRENGTH EPO EMBED. MIN. (M 16" OC CMU KNEEWALL DETAIL C 19 gt;gLE� EE . I'-m' g Lu a A N C N I T E C T II G Design �T, LONOWOOD, FL 32760 �•r PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 14 114 a ti oMrs avnDM ee LOT: SILVERADO LOT #16 BLK #16 PROJECT# 03719.0 1— 6161 MODEL. "2045-LANTANA" OA %AGZ STIUNCs: RIGHT PAGE: ENTRY DETAILS 5 PH IJA FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/3Z' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132" STRUCTURAL SHEATHING EXP 1 (32/16j .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS (0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK 23A3" 0.113 170,000 RING (1 RINGS F1667 SCREW SHANK PERR INCH) RSRS-01 8d RINGSHANK, PNEUMATIC 23/8" 0.113 Fi667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND lid 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 is 8d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE20 2n, 2r: 8d NAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,38, 31: 8d NAILS I@ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. .- TOP & BOTTOM EDGES ,. a z 2 �g L) w We wQ pd to jj.� ........... I � TYP. EXT. SHEATHING ATTACHMENT wsLE-Eno i • RAFTER OR TRUSS ROOF SHEATHING Z = 53 m BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2.4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 81 RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #82"DECK SCREWS 6"-8"O.C. MAX EDGES & 12' O.C. MAX IN FIELD, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS HIPROOF :1 -A, R)OOF WIND DESIGN PRESSURES NET IGRG89ASCE i-18 ZOO"NEE ID-53.HE.- ZONE�=a0.5 ZONE 3r=d8.3 RI. ZONE b�3B5 'ff ENDZONE gSTANCE arscW3lmsREEp tEO MPH Exvoamer11 TEGORr:'s' PLICABLE INrERNAL PRESSl1RECOEFF ENTI-0.18 FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATON 912E TYPE SPACING REM APFLICATCN 912E TYPE BP 1- 1 PTF NGTO MASONRYICONG CASE HARDENED WIL NAIL 1IIII-o G. 6"QO GARAGE DOOR BUCK To Mr1SONRYICONC. 1l<"gA NO WgBHFR iAPCON MA90NRY FASTENER 9"qG ttli'EMBED., d"END q9T., I1 EDGEgST. BGp, ExT. OOORB z ,BEE NOTED PGC STgGGERED NOWYNOOR/FASTENED WINOMA�NRY,Wtt2C .—E000R— TO MABONRYKXNIC. R(3b'pfU 12 pA� qst ON BOLT "dG 0"oA) P EMBED., PEIJ7 3•EDGE_ NAN00.M BUCK cgsE HgnGENED caL sole v4NWWNOOW FASTENED METAL STMP To CONTACT THIS ENGINEER FOR SPACING 3EENOTE6 NAa 1 1p°—. srgoGEREo Iw.MASONrrvIOONO MABONw IcoNo. REQUIREMENTS E%T.9WING POOR &ICK3PT.SEENOTE6 pISl16"gA NO WASHER TPPCON 1.1NER to OK: tIIY EMBED. BEND IP EDGEp NON9EARNG W000 ALLTOOOND SlPB t/Y' EXPANSIIXJ d'EMBED.1- W/WASHER EOLT 2<OIC -T., 3'EDGE qST. 3 PT WINDOW SUCK 0.,38° PAF z 21,9" I' PL TO STEEL WL., SEE W,IWA�FR STgGGERED dEEDGE -T.t? NOTEB NI 11STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6, WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VE ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUMAGGREGATE SIZE SHALL BE NIT` STRUCTURAL DRAWINGS SHALL BE USED INC NJUN TION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPoSEDTO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION 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. FD = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST 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 DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING 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 WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OWNS. WELDED WIRE MESH, SHALL BE ASTM Al 064/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 BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0° OC, EACH WAY. TO BE DESIGNEDAND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED 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 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPk14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL T STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW WOOD TRUSSES. 20 psf TOP CHORD -non<onw nt TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" 10 psf BTM CHORD n onmrrent 95 BAR - NY' #7 BAR - 42" 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 LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, 15 psf TOP CHORD 20 pet TOP CHORD (7 psf 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 PV BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT' 1 Opsf 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 WAL. 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 (ASCE EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUTSTORAGE:SERVE: 10IT UNINHABITABLE ATTIC WITH LIMITED BIT BLEFBC ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20ps1, 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: 40W, 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: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS RIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 1T. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G-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. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY 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. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, Y THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = SSE - FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A5OOM, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 Is, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"tl- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY NTH ALL THE REGUIREMENTS OF ACI 316 AND ASTM C94'C94M OR LEASURNG, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGERTHAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER: 1-112" FOR #5 AND SMALLER 2" FOR 46 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 34' FOR SUBS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES. STIRRUPS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 746 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. A R C R 1 T R C T s Grp 3 � 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdtxigngroup.00m AA B: 0003325 s �e C 4�. y [PROJECT# tmDm & LOT:SILVERADO LOT #16 BLK #16 03719.001-1616 MODEL: "2045 UNTANA" GARAGE STUNG: RIGHT PAGE: DETAILS 50 PH W. DA07/09/21 SCALE: 1/4"=1'-0" SHEET SN1 -I v I © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL ` HEM AND IN VALLEYS ® FASCIA`/J-CHF DETAIL A FASCIA STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: DETAIL D J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @ 12' O.C. MAX (INTO O (Z)WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 -STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. OFFIT 1D 1__"'�j_CHANNELQ 7Q STAPLES INSTALLE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q J-CHANNEL J" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' SPAN UL-� SEE DETAIL WA SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. WOOD BATTEN Q v DETAIL B J-UNANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT �11 FASTENER SPACED 24" Qg MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL J-CHANNEL _ O SLOT OR T-NAIL @ 12" O.C, MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR BY OTHER V-INSTALLATION SCREW 2 1/4" , EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" Qg 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) �- WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. -iiff�gilt gill �•. 13.519 EAVE WIDTH 3�f� �;�� i .375 ::::].375 (ROOF >�>•i• .4 3.625 3.625 3. OVERHANG) 5 \ .08 .03 12 "—CONCRETE; A imi CMU OR WOOD —jai — v� (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A A 9 x I T 9 C T S GropeOln �w LONGZ D, FL 32760 �•V PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 I y 1 04 0 a a 9UBDIV, ae LOT SILVERADO LOT #16 BLK #16 PROJECTµ 0 719.0 1- 61 1 MODEL "2045-LANTANA" GARAGE STING: RIGHT PAGE: SOFFIT DETAILS 5 PH E 0