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HomeMy WebLinkAbout6561 Cobble Bliss St0 99 �.�045-LAN_TA_NA99 FOR: 0 0 R HOR11ON 6�) x�' QX_ 12602 TEL-E<,(Z)M rDRIVE, TAMPA, FL_ 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -pWXDA BMING CODE, Fj=MMM, ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION 7M EDMON (2020) AM LOM MD STATE CODES A AIR CONDITIONING LUM. ADJ. A JUSTABLE M.0 ALT. ALTERNATE MFR LUM:N MED CLN"CABrNET MANUFACTURER 00/24/19 ADD 150-C ENGINEERING ARCHITECTURAL SHEET # DESCRIP'FION 07/24/19 ADDED PENDENT UGHTING AT IOTCHEN DR HORTON HOMES :OMUPANCY - RESIDE)MAL, GROUP R3 AMP, AMPERAGE M BD BOARD MJ MINIMUM METALTHRESHOLD PG CI -COVER SHEET 07/24/19 ADDED STONE CAP NOTE ON FRONT W"ATION 12602 TELECOM DRIVE CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B CL13 CENTER LINE M C CABINET MTL. CLO. CEILING NTS MOUNTED METAL NOT TO - PG GN-GENERAL NOTES PG AI -FLOOR PLAN 10/01/19 ADDED 150-D FROM ENGINEER 10/11/19 UmTmD Um UGHT8 m DA HONTON TAMPA, FL 33637 .BmC VW SPEED - Vult=150 MPH CLR CLEAR O�L ON CENTER PG A2D-ELEVATION *D: FRONT & BEAR 10/25/19 UPDATED BEPARATE SLECTIUCAL DETAnS PER DJL HORTON TEL: (813) 740-9720 FAX: (813) 740-9715 Vasd=116 MPH - EXPOSURE - B :1-STORY RESIDENCE - 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CON CONCRETE P CPT' C RPET PB. C.T. CERAM C TILE PH. D DRYER P T. DB DOUBLE PLYw PROPERTY LINE PUSH HUTTON PHONE PLATE PLYWOOD PG A3D_ELEVATION "D LEFT & RIGHT PG Ei-ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN 12/04/10 UPDAT= T= SDOWN CONMOON PON USP oe/19/90 ADDRD 180-C FROM 8NGVQ= 01/04/21 MADE REDUNE CHANG25 PROM ZUG. FOR RM COBS CRMN AND STATE CODES DO. D L GLAZED PIL DI DIAMETER P,T DIM. D MENSION R. D SP. DISPOSAL RA11 DP. DEEP RA,G, D DOOR R F, D,S� DOWNSPOUT R DTI, DETAIL RO DW DISHWASHER ':C P IR PRESSURE IREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCORE EXT DR PG DI DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS 01/04/21 WMATURD MUM FOR THE =80 19C STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CAWA - - EA, EACH R rl SMOKE DETEC OR ELEVATION , IL SINGLE HUNG PG WAS -WALL ASSEMBLY DETAILS R01AND A. ABOUCHACRA FEE EQ EQUAL ITT SHEET PG WAS -WALL ASSEMBLY DETAILS AR No. 93723 EXH, EXHAUST SHTHO EXT EXTERIOR SHW F.G./FX F XED GLASS Sim. SHEATHING SHOWER �IMILAR A.B. DESIGN GROUP, LLC. I_IvINGG 2045 80. FT. GARA&E 454 80. FT. S TO, F EL GAS SL: FIN. F ISH L GL FLR FLOOR 'TD. SL DING SLIDING GLASS STAN RD 1441 NORTH RONALD REAGAN BLVD. ENTRY (ELEV. ID) 35 90. FT. FLUOR, F 0 SCENT Sws SHEAR WAI LONGWOOD, FLORIDA 32750 r-OVERE0 LANAI 221 80. FT. FR. DR. FRENCH DOOR FTG1 FOOTING T MP. SECT[ TEMPERED CLASS Tel: (407) 774-6078 TOTAL 2155 60. FT. G � GAUGE THK� G R DISP. GARBAGE DISPOSAL TO C, THICK TOP OF C RB Fax: (407) 774-4078 G.F.I. GROUND -FAULT CIRCUIT TOP INTERR PTER TDS. 0 GLASS TYE TOP OF PLATE TOP OF SLAB TYPICAL STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG S 11A-DETAILS PG S .2-DOWEL PLAN PG S1.2A-DETAILS G . BD. GYPSUM BOARD UNO. UNL SSNOTED H.B. DO E BIB OTHERWISE fic HOLLOW CORE V.P' VAPOR PROOF HD HEADER W. WASHER HOT. OR ITT HEIGHT Wj WITH INSUL. INSULATION WD� WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT, INTERIOR WOW W/H WA. WINDOW WATER HEATER WROUGHT IRON PG S2-LIFT BEAM PLAN PG S21A-DETAILS PG S3-FRAMING PLAN sr - L IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.1A_DETAILS PG S3.IB-DETAILS PG S3.IC-ENTRY DETAILS PG SNI -DETAILS PG SDI -SOFFIT DETAILS 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 Rn . 9 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERA FOR UNC ASPECTS OF THE ONSTRUCMON BASED ON 7UMMWING SET, I A R C N I T E C T S 6 G ZSO. a Wa Ai N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup com AA #: 0003325 A 0 BUBDIV. ac LOT* SILVERADO LOT #3 BLK #10 PMJECT# 03719.001-03101 MODET- "2045-LANTANA" GAPtAGZ BIWMG: RIGHT PAGE: COVER SHEET 150 MPH W. B HE FIDLq0 A. ABOOCKUM L_ AR NO 03723 � , F-PRINT 08/18/21 DATZ: scALm: 1/4"=1'-0" ET c s GENEM 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. MERE 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GAMGES AND CAMIRTS 1 . GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS I DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 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 HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8* LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- G"BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES NTH 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 FOLLOVIANG 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.- 11MBER 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROOFAIVALUFLOOR 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. PLUMBNO 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 COVERIINGS 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 I . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Vs"THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2'THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C11063 - 19a AND R703.7, FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"GYPSUM BOARD. R302.7. EXTERIOR CEIUNGS 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 NTH 1 1/4' TYPE "W' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSIERVATIION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB 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 BUILDERS /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, EMRIOR SOFFrrS 1 . EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N I T E C T $-I G g oZ*6,sl n ZSO.ne- 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosig AA #: 00='Com t L 311 'r rBU13DIV. & W SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEL. "2045-LANTANA" GARAGE OWING: RIGHT PAGE: GENERAL NOTES Q150 MPH EXP. E? 1 -1- ' 08/18/21 )ATE: 8CALM 1/4"=l'-O" slim= GN LLMM -ilia "I", ---------- a BEDROOMI TRAY Q.& TO W-0 a Ell mm BOT ' OF a r R a-0. ___ _j DMISROOM Bill Ell MU ffla m Will Ell 42' Ml�d KN?E! WALL W1 TEMR, CoLASS 'A M 0 M all m m MUD= [GEE DETAIL 5/61.IA T-4- lmmWl ITEX-1 r w>-d I ATTIl _--FOYER u kr-- 9-E Ll - - mm m GARAGE m m M mi dol I M+ ME X I'-C'OJ4. STONE-/' VENEER (TYP-) \-STONE VENEER (TYP.) EXTERIOR MASONRY WALL IBW� WEhGl4TS SQ.FT. CALCS LIVIW3 2045 Sa FT. CsARAGE 454 60. FT. ENTRY (ELEV. D) 35 SQ. FT. COVERED LANAI 221 SQ. FT. TOTAL 2155 60. FT. 11 FLOOR PLAN NOTES 11 - ALL DRIENSIONS ARE FROM FACE OF I W BLOCK WALL (OR ROM OF PLOOR: SLAB) TO PACE OF WALL STUD UAO. ALL INTERIOR WALLS AIRE 3 A'UXO. OMMIR VIENTRO THROUSH ROOF (VM, NOT SCREENED. AIR COMPRESSCIR SET ON 44'X44' POURED CONC. PAD. PAID 01M.WS 6* FROM EDGE OF STRUCTURE. - WE &MET CM FOR CiENERAL AND STANDARD BUILDW. NOTES. - ALL HABITABLE P10" TO 14AYE AMC FAULT CIRCUIT NTERRUF"pt - ALL PULL 14ENS44T BLOCK UALLA ISLIVJEEN FILLED CELLS UJITHOUT OPENW36 APB 6MAIR WALL& TILE NICHE TILE NICHE SMALL BE PREFABRICATED 12'xl2' SQILIARE LATICRETE BY WYORO BAN. PLO. SMALL BE 14.5' x 145'. BOTTOM SMALL BE INSTALLED AT 54'APP. UNO. NOTE: -2-8 LOLIV. DOOR Ull AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W1 RETURN PLENUM AND RETURN AIR ORILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENIWGS BETWEEN T14E C.ARACiE AND RESIDENCE SMALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR WONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8'(35 MM) THICK OR 20-MINUTE FIRE -RATED DOOR$. SHIM AND SECURE TOP RADIUS CORNERS, SEE �rTER vA IES IRAL TO PLAN "/- CABINET$. 15RACXET A INSTALLER SMALL ISLOCKWG INSTALL FLAT ELECTRICAL BOX BAR REINFORCIN5. AT ENDS OF: PARTITION ARIE KITC44EN 4 BRACKETS AS INECESSARY. WALL BASe 2'X&'X3S-I/4' CA15MT LOW WALL 2'X6' STUD$ 16, Oic. W/ 112' DRYUALL r,-'�BAR DETAIL FLOOR PLAN SCALE, 1/4' - I'-V' 0WOMANDMADMMLOM MW VSD BrOM FOR 8 08=0 OM opem eam m OWNWID"m AND TYPE FOOTAVE MIN. WINDOW IV 5 25/-33 CRITERIA EXTERIOR SWING is 5 24/-31 DR. MIN. CRITERIA SfSD. MIN. 41 5 23/-29 CRITERIA 16,010 O.H.D. 112 5 20.1/-221 8010 O.H.D. 56 5 21.6/-21.1 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = ± 0.18 BLDG. CAT.=H, 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 FROMC=PROD MANUFACTURER. DAIS = I s A R C N I T E C T $-I mm ' Grob ion ZSO, n 0. 41 N - RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 UODEL9 "2045-LANTANA" C;AJRAGE 3WINC;: RIGHT PACE: FLOOR PLAN \,150 MPH EXP. B_j '-%I -I DAW' 08/18 10, SCALE: 1/4"=I'-O" BEMET Al V-4-4�HGT.$ RAISED STUCCO BAND FOAM CAP AREA OF ATTIC = 2755 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2755 /300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322.4 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = X 1322.4 PORTION OF ATTIC .5 - 661.2 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 661.2 /115 OTAL#OF VENTS REQUIRED = 5.74957 OTAL# OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA = SQ. IN PER 11.736 LINEAL FOOT = 661.2 /11.736 OTAL LINEAL FT OF SOFFITVENTING REQUIRED = 56.3395 LINEALFTOF *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) ____-_-_-__-____-_- ,CIS'-0 Wo I���I ` ' GIII' I■I �I II■I�II� III I4'-2' BF.ts'. HGT. 4 CLG HGT. ® ENTRY SHINGLE ROOF 9'-4' BRCa. W.T. -0' 5' RAISED STUCCO BAND (TYP) STONE VENEER rA RONT ELEVATION-D TEXTURED FINISH NOTEr WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 9'-4' BR..a-4' HGTs- REAR ELEVATION-D TEXTURED FINISH ,9'-4' BIBS. HGT-T. BIRS. HGT. ENTRY DETAIL A SCALES I/4 . 1,-OB��LE, I/4 . I'-0' S A R C R I T E C T i Desion GrouP"Ina Ai N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m y 8 a 0 O F i. F DO 3 10 # 03719.001-03101 MODEL' "2045-LANTANA" GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION "D" 150 MPH EXP. B A 93723AR NO NO 1 DATE OB/18/21 SCALE: 1/4"=1'-0" SHEET A2D 14'-2' BRG. HGT. 4 CLG. K"I's _ ® ENTRY 9'-4' BRG. HGT.s STONE VENEER �D -4 - •3 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ` I 9 IF] • F-1 0 lL i0 > -- 'I ------------------------------------ RIGHT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT IF 11E] 6 E: a - El iA 1. •3 LEFT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS -0' FIN. 14'-2' BRG. W.T. 4 CLG. HGT. —ENTRY o-J'-4' BRG. HGT. STONE VENEER A R C R I T E B T a sn aG 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 t4 y m m 81UBDIV. to LOT: SILVERADO LOT #3 BLK #10 PROJECT# 03719.001- 03101 MODEL "2045-LANTANA" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION "D" 150 MPH FV. B PRINT 08/18 721 DATE: SCALE: 1/4"=1'-0" SHEET likft A3 D ELECTRICAL LEGEND t Yt DESCRIPTION T A N DARD SWITCH i_d)- -4 )A -WAY SWITCH U -4 W A -WAY SWITCH -4 M M IMMER SWITCH I HE BUTTON qSYtlt ISCONNECT 11TW TFV'106TAT 14ER _e I I NGLE REC PTACLE (12&v/20-AMP W LE POLE) �L IOV I DUPLEX RECEPTACLE IoV DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT NTEF NTERUPTER/TAMPEIR RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET UIRED TO SWITCH) 4j� -:XTERIOR WATERPROOr"I ltECEfltACLE (GROUND FAULT NTEFEUPTER) IVV QUADPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (FLOOR 220V RECEPTACLE (4 WIFE ZONNECTOW DEDICATED RECEPTACLE L MOL14TED LIGHT ILW. MOUNTED LIGHT ANT LIGHT 4amaQHO LOOD LIGHT L SC40NCE PRE -WIRE T PAN WITH LIGHT (I CFM PER 80. FTd 5UL5 LIGHT FIXTURE SUL LIGHT FIXTURE BULB LIGHT FIXTURE TRACK LIGHTINGG 4IBULIS TTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT C=x, FLUORESCENT LIGHT (RECESSED) x4' FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LIG14T (RECESSED) T) 00 EBB LIGHT EBB LIGHT (VAPOR PROOF) IW3 MOUNTED LIGHT WITH J-50X OPT. PAN TRICAL PANEL (FIELD VERIFY ATION) TRICAL METER (FIELD VERIFY F�Q (WALL MOUNTED) (2) -BOX (CEILING MOUNTED) %e ILING MOUNTED FAN 0 T PAN (I CFM PER $a FTJ 04 JACK 1­0 OKE DETECTOR (WALL MOUNTED) G DETECTOR (CEILW3 MOUNTED) (81 /C MONOXIDE DETffC—T5W- 111 ES wl ING MOWTED OUTLET FOR 6ARZM R TV ACK PORT " 4 PHONE OUTLFT-6-4-FA-NY TO ISE VERIFIED * HOMEOWNER PRE -CONSTRUCTION MEETW- ALL 15 4 20 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF: FBCR Ith EDITION (2020) 4 NEC 210.12 2011 EDITION. 20 AMP DEDICATED LALNORY CIRCUIT. dFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR Ith EDITION (2020). LAUNDRY ROOM RECEPTACLE SHALL 15E GROUND FAULT CIRCUIT-INTERMPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF: FBCR Ith ED (2020). ALL WORK TO C4XIPLY WITH ELECTRICAL PROVISIONS Or THE PECIR ITW ED (2020). 5E-OELECTED BY AND 13% Or LIGHTINd, MUST BE ENERGY EFFICIENT TYPE PER F.Br- ENERGY C"aERVATION 29 L_QITlQN PE404.1 FOR MICRO/ HOOD ABOVE ELECTRICAL PLAN WALE: 1/4* - P-0' 'AllL i 1 i 1 7,1 LED LIGHTING DOUBLE LAV. BATH I ELEVATION BX>,F METER FIELD ,IERIPY LOC. LED LIGHTING @ SINGLE LAV. POWER BATH ELEVATION BPP 200 AMP ELECTRICAL RISER NOT TO ScAl a. GENERAL NOTE& A. ELECTRICAL MATERIALD AND INSTALLATIONS SMALL COMPLY UAT14 ELECTRICAL Pit"SION6 OF THE BW AND LO62TH ROMON (20M). LOCAL CODES, ALL PORUER QOMPAKY VNIEGUIREMENTS, EL ALL CONDUCTORS SHALL ISE TYPE TWWWrWUN "E" NOTED arNEPWGL POWIt COMPANY TRAN&POP"It PIRICZADE 200 AMP, 00440 VOLT, I PHASE — 6900NDARY ELISCMCAL SEIRVIC12. PROVIDE 3 20 COPPElt (CU) IN 2" CIA SC DLLE 00 P%oC CONDUIT OR PMPADE 3 -4/0 ALtJMNkI (AL) IN 2" CIA SCWIIDME SO PVC CO"IT thl.111" SERVICE 16 PIUMDED BY THE ELECTRIC COMPANY. COCINDINATIR WIT14 THE RLECTmic COMPANY PRIOR TO DID. LED LIGHTING SINGLE LAV. BATH 2 ELEVATION 5,DF COMBINATION SERVICE DISCONNECT GUTCH AND ELECTWC METER IN NEMA r2a -A---�;i M ENCLOSURE 0 7 mas TELIIIMWNE� AOLZ SERVICE Y CMEYMON ENTRANCE sonvict amp"ENT ENTRANCE maWrMINT 4TNRbYST2M ISONDING TERMINAL AT VOLTAdd 00"CTION6 1 -4 Cli SERVICE WROLIND CONNECTED TO C44CRETIll ENCAWO FOOTEPt STEEL PER BLECTRr-AL PROO&IONS OF WS"DIA X III FT LONO C40PMR Q_AD CWWOLNO IWO A R C N IT E C T 8 M Dep ' ,, #ln 00.. L441 N. HUNALL) KhAUAN bLVU. LONGWOOD , FL32750 PH: 407-774-6078 FAX: 407-774-4078 L www�&bdeslgngroup.com 0003325 k [ri V F-SUSIDIV. de LO� SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEL. "2045-LANTANA7 GA,RAGZ SVrMG-. RIGHT PAGM, ELECTRICAL PLAN V,..150 MPH EXP. g "u r�- ;:� �' - F-PRINT DATE: Ov8u//118u. sCALJC: 1/4"=l'-0"_ SHEET El COND o. I -------------- I I I I I I I � I I I I I I I I I I I I I I HB I io m I I L -----N ---J I � N v -- --- I I I II III m Q I J • 9 VTR 2VlI�rL'R 2 I�* OO 0 z III A'�I�• 1 Z Q J KITCHEN i �i(� Ir-IR' 1 -- .D SINK ^ i I w/ I i I v. v 12• j' 114 I 1/2' 1 �I S AUTO I I ---J VENT I SHWRI 2' I I 9 • 0 I` L v. I 1 I I I 9 _ 2 1 LAV. 3' 3, I I PRE- PT I ram,( WASHER PLUMB f-E F. l� LT - - --------- - - - - - - — - L V. '-S 2. 3. VTR I LAV. I/2' 7r 2• CO I rd 4 4'-I '-S' 11'-10' TUB/ I TO SHWR I r MAIN o /C wA PLUMBING RISER ZT ---- bPTI wH y — — PLUMB — — L.T. �---� m 3 N v O HB PLUMBING PLAN SCALE= 1/4' . 1'-0' APICNITECTS Design Grou .. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 w .ebdesigngroup.com AA 8: 0003325 m 0 F �p F. EluBDIV. & LOT SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEL• "2045-UNTANA" GARAGE STING: RIGHT PAGE: PLUMBING PLAN 150 MPH E . Il HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 191 CLASS I AIR DUCT AS PER NFPA 90A 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 1T14 EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 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. 9L ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND ISE 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. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF IIO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 15ALAW—NG DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TI4RU AIR GRILL ALL H AVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING EXTERIOR WALL O O SECURE STRAP TO CONC. CONDENSER PLENUM T AIR RETURN W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WS ROLL STRAP y OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y STRAPTO UNIT W1 (2) AIR HANDLER 4' CONCRETE SLAB ffiX 1//4' SHT. SCREWS EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD TVMECWANICALBLMWDE REFRIGERANT LINES TO PLATFORM RETURNCONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD a 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) SECTION 301.2A HVAC DRAINS COUNTERSUNK SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL CA. PLUG 6' --SEE SPEC. BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 560" INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/SPEC FLOOR SLAB CLEAN —OUT (TYPN1 FIN. GRADE OR PAVING I'-S'XS' CONK. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (g)EXT. GROUND CLEAN —OUT (TYPN) MECHANICAL PLAN SCALE. 1/4' • I'-& ■ —1114 A R C N I T E C T 5 6 Design Gr u 1! 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 y Pi m 0 0 R at BLJHDIV. 8c I.07 SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEL' "2045-LANTANA" GARAGE SWING: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B 01 DATE: 08/18/21 8CALM: 1/4"=1'-0" SHEET M1 2X4 TOP PML 7 t_7 PIRE -PAD TRUSS 112' CLG. BOARD 1/2' DRYWALL Th- SECURE ST. — PLATE TO SLAS W/ 10d MASONRY NAIL * 321 Or - MAX PIK FLR. 2X4 WOOD STUDS 024 OZ. 9LAS NLWIQ� 71ULWV IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' OZ. OR, NOT LESS T14AN 2xb, WHERE SPACED NOT MORE THAN 24' O.C. (2)TYP. INT. WALL (NON-BRG.) SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES WITH UNDEMAYMENT AS PER POOR 905A. ROOF "ATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE PRI TFAISS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 11.1. TYP. O.H. 5/8. GYPSUM IN OR 1/2' WIGI4 STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 65 (2) COURSE DO NOT CUT THE BOND BEAM REEIARS rm�PIPE THROUGH BOND BEAM ��l SCALE: 3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALLIES RIEFERENCE STRUCTURAL _�R-4J INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES REFERENCE ______STIRUCTURAL Ix2 P.T. FURRING - STRIPS f 24* O.C. a, cm 1/2' GYP. WL. SD. - WOOD SASE — 0'-0' FIN. FLA.,j,, 4 )!Z WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WD ' I.I. ROOF SWEATWING3 TWICXNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-EWA TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THIM 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-V'FK FLRL ROOF: SHEATHING THICKNESS IS U4' ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FISCR 2020 ITH EDITION, SECTION R301.13 AND 160SB.I. TYP. WALL SECTION NOTE: METHOD TO BE USED FOR THE (�j)l-STORY HIP BLOCK WALL INSTALLATION OF: ROOF SCALE� 3/4'-]'-C' UNDERLAYMENT IN ACCORDANCE _D �l WITH FOCR W5.1.1.1 Or THE FBCR 2020 -ITH EDITION 16 04 WHICH USES (2) TWO LAYERS OF ASTM D22ry TYPE 11 OR ASTM 0486S TYPE III OR TYPE IV UNDERLAYMENT. AID WM t-2-B'\GAS LINE THRU BLOCK FIBERGLASS SWIN531_156 WIT14 UNDERLAYMENT AS PER PSCR WS.I.I. ROOF SH ATWIING3 E I THICACNESS AS PER SWEET GNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SWEATWINd. T141CI04BOO AS PER SWEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET ON] PRI GABLE TRUSS UIEEP SCREED 2x P.T. SECURED PER STIRUCTURAL DETAILS 1/2'TWIM 2 r-OAT-L--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0- FIN. FLIZJ4 4,; 0.- 0' FIN. FLR. a, CI`lU 4 ROOF: SHEATHING THICKNESS IS ENGINEERED PER ASCE -1-16 IN _4 ACCORDANCE WITH FBCR 2020 7TW EDITION, SECTION P-301.1.3 AND I(POS5.1. W �WINDOW O�PENING 1-.-%TYP. WALL SECTION 1-f �No OPENlw. �� NOTE: METHOD TO BE USED FOR THE r5_-�l-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE. 3/4'-1'-0' .14DERLATMENT IN ACCORDANCE WITH F5CR 905.1.1.1 OIC THE F5CR 2020 ITW EDITION 15 04 WHICH USES (2) TWO LAYERS Or ASTM 022(v TYPE 11 OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT. =owl . 11.1��l-.",,�'ll',�1-1-1.11�,1,1"1�,�1,111, wwwio PRODUCT mm '--OVWb0AD DOOR APPROVAL by OTww K __'�GARAGE DOOR JAMBS 3 \llal� SCALEi 11/2'-1'-0' �2X4 SPF 241 O.C. MAX----, SECURE UY (2)12d NAILS 0 EA. END 2x BLOCKIWG BETWEEN TRASSES —PER STRUCTURAL DETAILS- - I ' - ' I STIFFSACK AT ALL L N_-- --ruRAL 01 PEpt sTmr FWZ-EWG U)D. TRLIM CONT.'2x RAT RUIN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION IQ -VALUES 4,PER ELEVATION Ir S/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLO. BOARD FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W511. ROOF SHEATHING. TWICICNIESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED 50PPIT UIALL 844EATHNG THICKNESS AS PER 014EET ONI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-EWm GABLE TRIUSS WEEP OCREED 2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION W NVOW ATTACHMENT AS PER M=TURES, SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS * 24* OjC. 1/21 Gyp. ILL. SD* WOOD BASE &iLli A It C N I T E C T 8-1 6 Graign OUSIOT.na. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ro JL 'M I-SUISIDIV. & LJO SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEL. "2045-LANTANA" GAP_#,OZ SWING: RIGHT PAGE: DETAILS Q50 MPH EXAPF. B F-PRINT 'I DATE: 08/18/21 SCALE: 1/4"=l'-0" S*MET L D I IQ& 2X6 P.T. - CANTER OF DOOR MEADER SECURED W/ (1) W* X V J-BMT V 4'MlN. EMSEDMENT 111/ 2' X 2' X V&. WASHER 4 NUT OR W/ (211/2' X V ANCHOR BOLTS ;Ivsl. WAO '77 r4uT7 SECURE 2x TO MILK tU/ 115 V4' TAPCON6 I w EMBED'o. oz. 4- END DIST, 1 1/21 acraff DIST. — SIDES, 2XI �*ARAGe DOOR BUCK WOMD 91 IV (1114' X V 1,15OLT . A. IBMTS, WV 4'MlN. EMBEDMENT, W 2' X 2'x W WASHER A NUT. (1) WITHIN a. OF Top, (1) WITHIN a, OF THE Dim, 131 EVENLY SPACED. Rl I. NOTE& ALL ANCHORD 614ALL ISE IN ACCORDANCE TO M~ACTURARS INSTALLATION INSTRUCTIONS Wl- -9W &LICH IMSTIK�T� � � A� GARAGE DOOR rl-'\BUCK AWACHMENT \,Q3,/ — -.,- L12* DRYWALL 1.4 P.T. OR 514'A4* MIN. SECURE THRU FRAME 4 El -XV EXTEND 1-1/4' INTO /-;.T. MAILER BLOCK LIM 3/16' TAPCONS DOM CASINd. (MIN. SHANK SIZE -HIS MIN. HEAD 04. . jw MIN. EMBEDMENT 1-1/4' WITHIN V OF EAC44 END DOOR JAMS OR WINDOW 4 16' OC. MAX SPACW. ATTACH TO 2X PER MA)tFACTURES DETAILS. NOTE. 6141M AS NEEDED TO PLUMB JAMS (DO Nat EXCEED 1/4,) DOOR JkMB TO BLOCK +3/4" OR +5/4* 0 DOW TO BLOCK +3/4" OR +5/4" 02"iLiw 2X4, m SECURE TO BLOCK W/ SAW TAPCO" (MIK SHANK SIZE J45 HIM. MEAD SIZE 300 MIR EMBECIP-MINT I V4') WITHIN V OF EACH END 4 tb'Or- MAX 6PACINd- 2X6, = SECURE TO BLOCK W92) 3/16* TAPCONS, (MIN. OMANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WOMU WITH V Or EAC14 END dwo MAX SPACING.. 2XI% 1=1 4- SECURE TO BLOCK . NAILER IWO) 3/16' TAPCCNb (MIKOMANK IZE.1,0 DOOR C-65M MINI. HEAD SIZE -3M Ir MIN. EMBEDMENT I V4') UXT14N S' OF EACH END IN. M� DOOR JAMIS OR WINDOW ATTACH TO 2X PER MANUFACTURES I;,ETAILS. NOTE� 8141M AS NEEDED TO PLUMB JAME, (DO NOT EXCEED L14.) DOOR JAMB TO BLOCK +1 1/2* r.'MDOW TO BLOCK +1 IZ2* 2X4, = SECURE TO BLOCK III/ 3A6* TAPCONS, fmIK SHANK SIZE J45 MIN. MEAD SIZE 300 MIN. EMBEDMENT 1 1,14') WITHIN a, OF EACH =END 0, Oa MAX c". 2X6. = SECURE TO IKIOCK WK2) 3/16* TAPCONG (MIN. SHAW. SIZE J4S MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 V4*) WITHIN V OF EACH END cm 4 *'Or- MAX SPACW- 1,12' DRYWALL 2XlIk SECURE TO BLOCK I X4. 1102) 3/16' TAPCONS P.T. NAILER (MIN. am" SIZE 1/161 Oka x 41 MIN. IK M N. HEAD 61. Ix MK 1 1,14') DOOR CASW. WITHIN WOP EACH END DOOR JAMB OR W40OLU ATTACH TO 2X PER MAINUFACTURE6 DETAIL& NOTE, SWIM AD NEEDED TO PLUMB JAMS (00 NOT EXCEED 114') DOOR JAMB TO BLOCK +1 15/16" 2X4, M SECURE TO 91LCKX Wv 3/16' TARCONS (MIN. SHAW, 61ZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') UMT14IN WOF EACH END 4 IS' O.C. MAX 6PACIN& NOTE, STRUCTURAL 2X MUST BE 2Xb, = ON OUTSIDE 4 SECURED SECURE TO BLOCK THRO" NON-6TRUCTURAL WN2) 3/16' TAPCONS 3A6'TAPCON MIN. 1-1/4' (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" HIM. EMBEDMENT 11/49 UT14IN V OP EACH END V CM 4 W Ojr� MAX GPACW� 1/2' DRYWALL 2XIN TO BLOCK F1' X4. 'DOOR 2) W*' TAPCONS P.T. NAILER (MIN. SHANK SIZE .145 CAGINd. MIN, HEAD SIZE 3" MIN. EMIBEDP� 11,149 WITHIN V OF EACH DOOR JAMIS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +2 1/4- 2X4� M IIX4� M SECURE TO BLOCK SECURE TO BLOCK W/ Uk'3AV TAPCON6 (MIN. V4* TAPCONS (MR-L SMANK SIZE WS MIN. SHAW SIZE 345 MIN. 14EAD SIZE 300 HEAD SIZE .3W MIN. EMBEDMENT I V4-J MIN. EMBEDMENT I L'4*) WITHIN V OF EACH UMT14IN V OF EACH END 4 16' Or- MAX END 4 IV OjC. MAX SPACIN& SPACINC. 2x*� = 2)e*. = SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPOONS W/(2) VA. TAPCONS (MIN. (MIN. SHANK 61ZE J45 SMANK SIZE .145 MIN. MIN. 14EAD SIZE .500 HEAD SIZE JIM MIN. MIN. EMBEDMENT I V4*) EMBEDMENT I L14'J UATWB`4 VOR EACH END V ClIU UPT141K VOF EACH END 4 Is* 0`C- MAX SPACW. 4 w OZ. MAX 6PACW.. W'DRYWALL 2XM = 2X@` SECURE TO IN OCK -X4- 'DOM SECURE TO BLOCK W610) lft* TAPCCN6 P.T. NAILER WK2) V4'TAPCON6 (MIN. SHANK 10.14b 61 CASINO. (MIN. SHAW SIZE .45 MR HEAD Gin ice MIN. HEAD SIZE 3W MIN. EMBROMENT I V4-) Milt EMBEDMENT 1 1/49 WITHIN V OF EACH END z WITHIN V OF BAC44 ENDD a is, = MAX 4 IS' O.C. MAX 6PACIN65. DOOR JAMS OR WINDOW 8PACW- ATTAC44 TO 2X PER MANLFACTURE6 ONTAIL& NOTE. 51414 AS NEEDED TO PLUMB JAM15 (00 NOT EXCEED 1,14.) DOOR JAMB TO BLOCK +3* 2X4, M SECURE TO 25LOM tuf 3/16' TAPCONb (MIK SHANK SIZE .14b MR HEAD 61ZE 300 MIN. EMBEDMENT I V4') WITHIN V OF EACH END 4 18' Or- MAX 6PACIN& 2X6. 010 SECURE TO OLD= UN2) 3Ab* TAPCCN6 (MIK SHANK, 61ZE J45 MIN. MEAD SIZE 300 MOIL EMBEDMENT 1 V4') WITHIN V OF EACH END A IS* Or- MAX SPACW- 2Xl% 1=1 SECURE TO BLOCK WKII) W** TAPC40NO (MIN. SHANK. $IZE.Mb MIN, HEAD SIZE 300 MIN. 8 011ENT I V4') WITHIN S* OF EAC44 END 4 is, oic, MAX SPACW- NOTE, &TIMICTURAL 2X MUST BE ON OUTSIDE A 69CURED THROUCW4 NON-8TRUCTURAL 3AWTAPCON MIN. I-V4' EMBEDMENT INTO BLOCK q v Cru V2* DRYWALL wrX4* P.T. MAILER DOOR CAOM NOTE, SHIM AS NEEDED TO PLUME, JAMS (DO NOT EXCEED 1/49 2ND 2X SECURE TO STRUCTURAL MEMBER WK2A2cI WITHIN V Or BAC44 END A 6' TO V Ojr- MAX DOM JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" a, cm la'DRYWALL FT 1'114' I X. NAILER 1/16'0.6,15, X 4' MIN. DOOR CASW. NOTE. 04WI AD NEEDED TO PLUME, JAMS eDO NOT EXCEED 1,14') DOOR JAMB OR WINDOW ATTACW TO 2X PER MAJILFACTUREO DETAILS. DOOR JAMB TO BLOCK +3 7/16" 2X4, M SECURE TO BLOCK W? V4* TAPO" (MIN. SHANK 61ZE J45 MIN. HEAD SIZE 3W MIK EMBEDMENT 11/49 WITHIN V OF BAC44 END S 16'0,C. MAX 6PACIN& NOTE� STRUCTURAL 2X MUST ISE 2X6. m ON OUTSIDE 4 SECURED BECAME! TO BLOCK THROUGH Nm-sT"jCTUptAL UY(2) V4* TAPCONS, (MIN. 3/16'TARCON MIN. 1-1/4' SHANK SIZE .1415 Milt EMBEDMENT INTO BLOCK. HEAD SIZE 3" MIN. EMBEDMENT 1 1/4') UMT14IN V OF EACH END .. CHU 4 ISI or_ 1 112' DRYWALL 2X9- 1311110 lIX4, SECURE TO BLOCK L-j P.T. NAILER W/(2)1/4'TAPC4" (MIN. SWANK 817ZE J45 I' P.T. X 4' MIN. MIN. HEAD SIZE7300 MIN. EMBEDMENT 1 1/49 Wil DOOR CASING. UATWW V OF EAC44 END ): 4 W Or- MAX SPACINIk _4 DOOR JAM OR JUINDOW ATTAC44 TO 2X PER MANIFACTURE6 DETAILS. NOTE, 6141M AS NEEDED TO PLUMIS JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" �WINDOW �TOBLOCK--+3 314" A R C N I T E C T lI GrZDe I n OSO.n. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 USDIV. & M I SILVERADO LOT #3 BLK #10 PIROJZCT# 03719.001-03101 MODEL. "2045-LMTANA" GAMAGE SVnNQ: RIGHT PAGE: DETAILS t,,..150 MPH EXP. Bj Ra" A ABX*KUTA AR NO 93723 rpmNT 08/18 DATE: scAmm: 1/4*=l'-O" SHEET D2 j 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 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FOCR 10/22/2023 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/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 20531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 2020 FBCR 12/31/2023 32S02.1 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 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 1S2792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 239S5.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EKT. 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 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXr. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/32/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM D W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 rARCN IT ECT86 Design Grou l�� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 y m 0 axo O F avaDiv. aC LOT: 44 SILVERADO LOT #3 BLK #10 PROJECT* 03719.001-03101 MODEL- "2045-LANTANA" GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH ER. B DA 08/18/21 SCALE: 1/4"=1'-O" SHEET D3 p4tvIo"o JOIN - FLANGE OF =OIMTITT� M UNMO TIED TO LATH - S' OC, MAX (VIENT.). MOM, DO NOT FASTEN C40NTOWL JOINT TO UIALL EVEN IF STUD EXISTS YOND IDCEPPT STAPLES Uv LES MAY BE USED TO TEmp SECURE CONTROL JOINT DURM INSTALLATION ------ FASTENERS TO Me SPAC" I' OQ MAX VERTICALLY 1 7 LATH &ALL Be CONTINUOUS I' TWIM 3 COAT CEMENT PLAOTER UM LATER -2, FORTIPIDER BUILDING PAPER AMR&AD METAL LATH FAVENED -V eVERT.) O.C. AT 6UPPORT6 UM LAYER -L STUCCO WRAP WOOD SHEAT14NO JOINT& T 6T V AT E 6109. - - ------ IDE 2X4 MLQCXJW. I.Em 3 Pal FLAT MAX 6' TO 8 Film C40NTRM JOINT WWIEN CONTROL JOINT FALLS ON STRUCTURAL STUD FASTENERS FOR LAT14 TO BE NAILO Oft- PAP-LES IN COMftIANCE IUr AbTM Cbft3 1. WIFE! TIES TO ISE (NO - IS) 0104*0' UNFE k ISLOCKINS SHOUN MAY BE IN ADDITION ro STUD6 REMIRED PER PLAN L2�_j 6_')"M" TYPE CONTROL JOINT \1fj on I zj�: I Call A Ist. 0 & CoULAM - Per. C J.- 0 OPOLO it I e0l X Py. a POLO CPNKAU Pr. A FOLO PIT. a Ovm Par. a ml. Py. C TO11041% GOTIOM MANN worrom PLAIIIII MAL P�. Bm On. NOTE, APPIMROVED BUILDWS Ul &HALL BE LAMED A MINIMUPII OF 6. . VERTICAL LAPP6 (ROLL ENDS) 4 & ALL ��*NE"ECD"TZOO'4'BTEALTALPAIEMD UT14 POWOMPt SWEAT14M TAPE 1­1 LAP a 11 LAI' LATH YERTICAL LAP TO BE P METAL LATH UM LAYER 9. AP — —Y 6YUC40 U~ _�UM LAYER -2, FORTIFIDER", INUILDM PAPER I' I'l LAI. LAP4 O'N ALL LAP bk9m SIDE I.Aft OF METAL PLASTER EASE& SMALL m "cURSC` TO PpAmw. MEMBERS. THEY SMALL BE TIED BETWEEN Sulapoll UNT14 0,0415--IN. (121-MM) UMME AT INTERVAL6 NOT MOM THAN S' (22111-MMA AS PER AOTM C1063. (a) KICKOUT PEI-AIR OF TEAMS, 04 UM LAYMPO. TRARIS DETAIL MAY BE PATC44ED U114OUSE U111AP TAPE PER MANUa. 8FEC. OR PEEL 4 WICK f THICK 3 COAT CZMW PLASTE* OVA-1111A Vr 2 COAT crilw "MR e0w Wall LAYER -2. Folarmsew ISUILOM PAPER � ONLY) � LAYER al, 6rjCCO URAP fPRAME ONLY) =LA OPPI OL4LD WRAP M ANIL 11TOP OeLY) murm OR cm 1141, WALL M.AORM KO�Olft MAAWM (AIR DVAAL� J-0 bkm T KJWKW PLASWM AT 11011TOM OF NOOP 4 111ALL Ntwom?l" W= OTUC SWEATHINS STUCOO INSTALL FASTENERS (CLIft, 6TRAP6, STAPLES) AS PE42UIMED TO GeCUPE FIPW UINE TO PRAMINS UM LATER -L STUCCO ~ UNA LAYER -2. FOMPIMPt BUILD** PAFM METAL LATH 6*x6* WLP-AD14EWJNM MEMBRANE FLASILIM OVER 4' .4' GELF-ADWERINS MEMBRANE FLASHING CAR AMMOVED woo" ~. INTO PIPE 4'x4'GGLF-ADMW4NS MEMBRANE PLAS14M OVER APPROVED EXTEND ONTO PIPE J' T14ICK 3 COAT CEMENT V COW. IDEAL) OF SEALANT PLASTER INSTALL APPFROV`20 WOUSE~ AIR METAL LAT14 "ILTRATION MAXWER OVER URD LAYER -2. POPirtWIDER BUILDING PAPER ELAOTOME C COATM OVER STUCCO/ I= UM LAYER 9. FINISH TYP WALL SICTIM0 STUCCO GWEATWINS SECTION == 2" Exterior use of portlarld carrert plaster *hall ..ply Mth th—ppixetim ,eo.ire..rd. of ASTMC92&18b. ,I..lati- of exterior lathirg and frarrorg —ply with ASTM C 1063-19a. UNIAP MATERIAL) OVER APPROVED MOUSE U~. P OR LEM PIPE CUT WOOD SHEATHING OR CMU WR5 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 UPS 4 TAPE OVER .L SCREED k A.> B'X5' V TYPE CONTINUOUS GALv. METAL FLASHIWG TO ROOF DECK, NOT WALL SHEATHING) y CAP SHIWzLE - 00 NOT NAIL, INSTALL WITH ROOF CEMENT ROOF: PER ELEVATIONS L" FLASHING, N.TZ. N.T.S. im.- IN LEGEND MATERIAL) OVIR 4'.4' FLA"ING; a.Sm APPROVEID "Dun U111:110. CUT AND OVERLAP ONE SIDE OF SELF-ADWERING MEMBRANE PLAGHtNtik I DRAINAGE PLANE (LUR5 LAYER 01, STUCCO WRAP) WR5 LAYER #2 (FORTIF15EIR BUILDING PAPER) METAL LATH X—X—X—x STUCCO I. - * - ' ­ .-I 'I WOOD OR -1116" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — S NOTE: METAL LATH. LATH TO BE PER SECTION R-103.11 / A6TM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 6PECIF ICAT IONS) A R C N I T I C T I s, In Gft,nac. LONGWOOD, FI_3;27�5� W PH: 407-774-6078 74 FAX: 407-7 4078 www;&bd siogngmup.com .007 .2. 64 ma'am" F-SUSDIV. ag LOT-4 SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 DIODEL. "2045-LANTANA7 GAXtAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS Q50 MPH EXP. JB F-Pill DATE. 08/18/21 scAuc- 1/4"=1'-0" SHEET WAI INSTALL WSELF-ADWERING MEMBRANE FLASHING OVER TOP, SIDE(W AND BOTTOM ILAW3E. OF -MOVABLE FRAME Or THE EXHAUST. SEQUENCE OF FLASHING TO BE: X, 1. BOTTOM, 1 SIDES- 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 90 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND .1 VENT -APPLY SEALANT ALL x JOINTS AND INTERSIECTIONS APPLY SEALANT AT PERIMETER OF; BACKER ROD NON-MOVASLE FRAME AND STUOCO ON ALL SIDES, Y.' CAULKINd. a JOINT ALL AROUND I PER SECTION R703.7 Exterior lathing and pleaWrIna BACKER ROD I bderior use of portland cement plaster I I shall comply with the application -7 requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 1063-1 9a, or ASTM 1787. WRI5 LAYER -1, STUCCO WRAP WOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WIRS LAYER -2, FORTIF115ER ]BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) A WOM SHEATHING L'� ER _X-IFISER M PAIIEIR METAL LAT14 C"j VINYL CASM DEAD 6' RAISED BAND 6' WIDE STRIP SELF A01411SIVE FLASHM, CLEAN MASONRY BEFORE APPLYINdr Z FLASHW. STONE VENEER OVER SOIIATC44 COAT HORIZONTAL WEEP SCREED W STONE VENEER (FRAME TO BLOCa LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — --— BUILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD OR -1/1W ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE. METAL LATH. LATH TO BE PER SECTION R103.11 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEII VERIFY LO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUP. DRYER VENT CAP (SET IN CONT. SEALANT� 5F:ALANT* TOP 4 SIDES DRYER VENT (BLOCK) BUILDING PAPER — OVER 'QUICK FLASH' PIPE THROUGH--� WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUIF. SPECS.) BUILDING3 PAPER - UNDER 'GlUICK FLASH' A VENT PENETRATION SCALE; N.TS. STUCCO SCRATCH COAT 4 1 COAT OF: PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION _""ELEC. METER FIELD VERIFY LOCATION CL-AsISTRUCTION WOOD SHEATHING WRIB LAYER 01, STUCCO WRAP WRIB LAYER 02, FORTIF15ER 5UILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ys' TO Ys'MID-WALL WEEP SCREED 1-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL RIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO ME FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM - -- A � � .. .- R SIMILAR/ APPLY A SILICON 5ASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION OUT OPENING IN APPROVED WOUSEURAP FOR BOX INSTALLATION WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING I YorjP �toQ, m 1 124 WOOD SHEATHING WIREI LAYER -1, STUCCO WRAP WIM LAYER 02, FORTIFIBER IBUILDIW. PAPER METAL LATH .I/A'TEXTURED FINISH * WOOD -FASTEN TO WOOD STRUCTURAL MEMBER 0 1" Or— MAX .36* TON UIREP & ADHESIVE FLASHW3, CLEAN MASONRY BEFORE APPLYW. HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 1. WR15 LAYER STUCCO WFU CUT 'X' INTO SELF-ADHEIRING; MEMBRANE FLASHI14G APPLY SELF-AIDWERNS MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRIB LAYER 01 5TEF 01 5TEF *2 HOUSEWRAP WRIB LAYER 01, BELOW STUCCO WRAP CUT SUCH THAT— APPLY 60 MINI — —SELF-ADWERIWA NO MEMBRANE GRADE '0' FEL' MEMBRANE FLASHING ENTER$ BOX, OVEP APPLY TO FAC SELF -ADHERING; E EDGE FLASHING OVER APROVED kOUSEWRAP WRIB LAYER 42, FORTIP15ER IBUILDING PAPER 5TEF *3. 5TEF 114 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING; OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH S 6TEF 05 6TEF I*& (-9)ELECTRICAL RECEPTACLE A R C N I T E C T 111171 6 Er%ft , lesi n rou GaSO.n2c.- 1441 N. RONALD REAGAN BLVD. kN BLVD LONGWOOD, FIL 32750 PH; 407-77"078 FAX: 407-774-4078 www.abdesigngroup'.com AA #: 0003325J ro PSUDDIV. & U074 SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEL. "2045-LANTANA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. Bj I 21A 1 F`PRINT 08/18/21 DATE: �u SICALM: 1/4"=1'-0" S*1EET W,2 U100D SHEATHING WRI5 LAYER -1, STUCCO WRAP WRI5 LAYER -2, FORTIFIBER CONSTRUCTION "I BUILDINd. PAPER 14AT CHANNEL THICK, 3 COAT CEMENT TYPE 'X' DRYWALL PLASTER 6' OAF. * TOP OF! WEEP Or -REED TO SWEATHINO BEHIND WEEP OCREED 0 SWEATHINd. -A' lTlVF ll.. WRIB LAYER -1, STUCCO W TWIM 3 CZT CEMENT PLASTER WSELF-ADHEREING. 166-WIS&C-180 CAJOTOM Wj ISEA12 FLASWIN5. WRAPPED I % e TOP OF WEEP SCIREED TO &-EATHINO BELOW WRIB LAYER -1, STUCCO WRAP 02, FORTIFIBER WREI LAYER BUILDING. PAPER AL ale L URIS LAYER 01, r A . W. ILRAPPED STUCCO I C4011NER OF CANTILEVER 4'POSITtVE ORAN AMIQQ AM" -WF=-lw Y72 ,ASNQ CUSTOM C , BEAD ftrNIRLD ---1 CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 nDTL.@) CANT. OA SCALE: NOTE: METAL LATH: LATH TO BE PER 5ECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES, NOT MEET 6FECIFICATION6) I RESILIENT 'T CHANNEL VINYL CASIW, BEAD--\ 5/8' TYPE 'X'ORYUIALL W/TEXTURED 4 PANTED FINISH J, THICK, 3 coAT CEMENT PLASTER DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL UITEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER — VINYL CORNER BEAD VINYL CASW, BEAD WOOD CONSTRUCTION UEAT14ER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 j- T141M 3 W AT CEMENT PLASTER METAL LATH WOOD SWEATI-11W. (2) 2xl2 HEADER (SHOWN FOR CLA IFICATION OF SEPARATE ACCE=IES ONLY) WOOD CONOTIFAr-ITON WEATHER RESISTIVE BARRIER , UEAT14ER RESISTIVE BARRIER 02 J' T14ICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATWW. WEADERASEAM (SWOUN FOR CLARIFICATION OF: SEPARATE AA=ES8ORIES ONLY) @DELP EDGE INSTALLATION EXT. WOW PIMP= WALL WD-FL.001111 DECKM PM-ENCID TRLA56 WEATHER MOISTIVE SAME" m WEATHER RESISTIVE SAMMER -2 J* T141M 3 COAT CEMENI PLASTER METAL LATH WWD 81-EAT14M EXTERICR GRADE DRY WALL J' THICK, 3 C4AT C PLAOTER MMOWN " CLARIFICATION OF SEPARATE ACC�96 ONLY) 0 ANTILEVER DRIP EDGE WX 3* 26 GA CiALY. FINISH LAYER (2 LAYER METAL DRIP EDW PEEL 4 STICK) BET IN FULL BED OF WPEEL 4 SEALANT, ir MIN. STICK * DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK )I,' CAP FOR SACKER I 4-Al V4' P-T- OR 601ULATED ROD A SEALANT WOOD (TFREX) FILLER, CCwINUCU6 VINYL CASING MAD WATER PROOFING. lot WEATHER RESISTIVE LAYER (2 LAYER P-EEL 4 BARRIER -1 STICK) WRAP"90 FROM WEATHER RESISTIVE SALC40W DECK TO CARRIER -2 CANTILEVER 6' PEEL A STICK 0 DECK DRIP EDGE TO DECK EXTEND OVER DRIP aftme FI.Comm EDGE 3' X 3' 26 C.A. C.ALV. METAL DRIP EDGE SET IN FULL ISED OF 81MLILATE OEALANT.)I* MIN. WOOD TREX) FILLER, SPACE FROM DRIP OONTINMU6 PACE TO TREX XV CIAP FOR BACKE WD 4 SEALANT WATER PROOFINd. lot FINISH LAYER (2 LAYER LAYER e2 LAYER I EEL 4 MEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT C44ANN CANTILEVE J' T141M 3 �CPAT CEMENT PLASTER METAL LATH D/V TYPE 'X* DRYWALL UZOD SHEATHING. WlTEXTURED 4 PANTED WEATHER RESISTIVE 2=�r FINISH BARRIER 9 UEAT14ER RESISTIVE T14ICK 3 COAT CEMENT ISARRIER VINYL CASIN5, ISEAQ NO QAP IN F11110 ?SWClUN FOR CLARIPICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION COLUMN SHEATHING. WEATHER RESISTIVE BARRIER -1 WEA�WER RESISTIVE BARRIER 02 WSAP. PEEL 4 STIFK I Yo-x3- 'L' FLASHIW3 FULLY EMBEDDED IN ROOF CEMENT I)J' X 3' 26 " 0ALV. METAL DRIP EDW Y,'C,AP Folm BACKER SET IN FULL BED OF ROD 4 SEALANT — z SEALANTYi'MIK SPACE FROI DRIP FACE TO TREX WEATHER RESISTIVE VINYL INQj BEAD BARRIER -1 WEATHER RESISTIVE WATER PROOFW.��t--�/ BARRIER -2 LAYER (2 LAYER PEEL 4 STICK) EXTERIOR COLUMN COLUMN SHEATHW. LEGEND PEEL 4 STICK 6' SAF. - 1)6'x3' -L' FLAS14NG DRAINAGE PLANE (WR5 SM FLOOR FULLY EMBEDDED IN ROOF CEMENT LAYER #I, STUCCO WRAF) IV X 3' 26 GA. GALV. ------ MI. nalp EDcE WR5 LAYER *2 (FORTIFIBER ------ IVXI)v P.T. OR 6IMULATEr. SET IN FULL BED OF SEALANT,)$* MIN. BUILDING PAPER) WOOD (TREX) FILLEIlk CONT= SPACE FROM DRIP FOR SE AL; M�X. C., T E� FACE TO TREX —X—X—x METAL LATH x OPT. ISACXER ROD. WATER PROOFINd. lot MODIFIED so LAYER (2 LAYER MEL 4 STUCCO --77 3/4 RE61LIENT HAT CHANNEL STICK) UIRAPPED FROM BALCONY DECK TO VINYL QASINQG BEAD--\ j CANTILEVER WOOD OR 111ro' ZIP WALL J' THICK 3 coAT CEMENT MASTER SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH U)/TE-..-- WOW SHEATHINd. SELF-ADHESIVE FLASHING — — — — — FINISH J' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER VINYL (SHOWN FOR CLARIFICATION OF: VINYL CASINQ, BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING). SCALE,NTS I UJOOD SHEATHIWa 2x FRAMINd. MEMBER J'TWICK 3 COAT CEMENT PLASTER k 1/2' C0004ER BEAD FASTENED TO 6WEAT14W. a I' Or— MAX Hr T �—UMD SHEATHING METAL LATH WIRS LAYER 02, FORTIFIBER BUILDW� RAPER 2 1/2' CORNER 5EAD (FASTENER 4 SPACING a I- O.C.) Cmu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4B CORNER BEAD @) BLOCK —cc WRIB LAYER 01, STUCCO WRAP LURB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH J' THIM 3 COAT CEMENT PLASTER rv'SELF-ADHERIW-%----N FLASHING WINDOW FLANGE URB LAY IBUILDIWG METAL LATH --\—t J' TWIM 3 COAT CEP PLASTER &'SELF -ADHERIW-s FLASWIW-s — DRIP CAP WINDOW FLANGE SHEATHING WRB LAYER 9, WRIB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLOD D J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD (9) WINDOW (FRAME, NO BAND) F-A R C N I T E C T 8 6 G rMDe I n o tso.nac. 1441 N - RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA#:O0O -- I 14 L4 a ro BU13DIV. Z LOT., SILVERADO LOT #3 BLK #10 PROJECT# 03719.001 - 03101 MODEZ. "2045-LANTANA" GARAGE 9WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. 0 1 FAIAO A- ABOUCHMM AR NO 93723 "77' F,PMNT 08/18/21 DATE: ac,%Lm: 1/4"=1'-0" S*MET % WAL )','GAP TYP THICK, 3 COAT CEMENT Ty" WOOD 50+4EATHIN66i CABING 1/5EA10 PLASTER ps IX TRIM MEMBER TO TRIM METAL LATH LEGEND WRIS LAYER 01, E, STUCCO TO STUCCO WRAP SIDING TR4NS1 WINES LAYER v2, FORTIFIBER DRAINAGE PLANE (U)R5 — WOOD SHEATHING BUILDIING. PAPER LAYER 01, STUCCO LURAP) SHEATWIWa WRIS LAYER 02, FORTIFISER -T- WR5 LAYER 02 (FORTIFIBER x I BUILDIN63 PAMIR F BUILDING PAPER) WR5 LAYER 01, w., Ili I R- STUCCO WRAP METAL LATH X—X—X—x METAL LATH 1777777777 \--WRI5 LAYER 01, MIS LAYER 01, STUCCO THICK 3 COAT CEMENT WR5 LAYER 02, FORTIFIBER STUCCO WRAP STUCCO UIRAP PLASTER BUILDING PAPER WOOD OR '1116' ZIP WALL &'SELF -ADHERING METAL LATH CASING BEAD SHEATHING FLASHING A 6' SELF-ADHEREING SELF-ADHESIVE FLASHING vINYL ANGLED 0 XPL DIED J' THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD VEWF R PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD -------------------------------------------------------------------------------------------------------- i THICK, 3 COAT CEMENT DRIP CAP 18 (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE WRB LATER 01, METAL LATH STUCCO WRAP VINYL ANGLED 110M 0"TRICTION CASIYA BEAD BEYOND 114M 814EAT14M HEATHER P .10616TIVE 7 BAWER I WRB LAYER 02, FORTIF15ER WEATI-Eft F WINDOW FRAME IBUILONG PAPER WGISTIVE 2 BAWER .2 WR5 LAYER 02, FORTIFIBER METAL LATI4 SIDING &ELF-AP14ERW. BUILDING PAPER FLASNING 6' NLP-AIDNERISO THICK, 3 COAT CEMENT TV FLA.6442 WEAT�m 0 E-Z BEAD VINYL CASING PLASTER BAMRIER STARTER STRIP 11JEAT14ER 111064TIVE (Wl%* FLEXIBLE PVC BACKER ROD) (v'SELF-ADHERING BAWER -2 FLASHING on PLA64W. VID METAL X dALVV METAL n-A&MING WR5 LAYER 01, STUCCO WRAP, DRIP CAP WPLASWING OR 6. SWALATED WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE &AX TRIM It W U 6' SELF ADHESIVE FLASHING C-AAW, CASING BEAD (& WINDOW '6- TRIM tIM-MR WOOD SHEATHING (FRAME, W/BAND) GAP U&C.AILICING It 11 2X FRAM .1 —Z I i 7_APPft0%M_0 SEALANT MEMBER 15C DETAIL BELOW EXPLODED QA&INQ " 11 FOR CLARITY SIDING TO STUCCO 0 BLOCK TO FRAME -------------------- --------------- f ---------------------------------------------------- ------------------------------------------------- ---------------------------------------------------- Y4, GAP TYP J' THICK, 3 COAT CEMENT r—ASING BEAD PLASTER WOOD SHEATHIWu; NOTE: SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841 -14a, MIN. 2B LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WRI5 LAYER *2, FORTIFIBER LATH DOES NOT MEET SPECIF ICAT IONS) BUILDING PAPER WR5 LAYER 01, WINDOW FRAME WOOD SHEATHING r LANT 41 ME STUCCO WRAP WOOD SHEATHING 1110= C."TRI i WRB LAYER 02, FORTIP15ER BEYOND 6' SELF-ADWERW. FLAGWINS BUIL0IWj PAPER Wom eww"AT"m UJRB LAYER 01, WEATHER 142646TIV�E WEATHER RESISTIVE W, THICK, 3 COAT CEMENT STUCCO URAP BAWER 9 BARRIER -170 LAP PLASTER UNATHER REGISTIVE 0' MIN. A&DVE TOP BAWER -2 slows OF WFLAGWING WR5 LAYER -2, FORTIFIBER /V BUILDING PAPER UZATHER RESISTIVE VINYL ANGLED 6' ULF-AIDWER1140 BAWER -1 WRB LAYER 01, UFATWER RESISTIVE CASING BEAD MARIVER -2 STUCCO WRAP METAL LATH VINYL CASING BEAD GTAJMR STRIP C&ALVID METAL (V WIDE PEEL 4 STICK THICK, 3 COAT CEMENT WFLASHM (EXPLODED a MIC OR ateLsamimm i�� OR OVER FLANGE V EW FOR PLASTER WINDOW FLANGE CLARITY) dALVIC) METAL UEATHER RE616TIYE 7* FLASHIW. BARRIER -1 TO LAP E-Z BEAD VINYL CASING Lux 61 SIM11.11LATED 6- M�L ABOVE TOP TRIM MEMBER CIF 7 PLA61411145 2X FRAMING (W/%' FLEX15LE PVC BACKER ROD) X* ,;gU.A rww PLEXIBLE Pvc WR MEMBER BACKER ROID) -APPLY FULL BED OF: SEALANT BETWEEN \ / . FLANGE 4 BUILDING WRAP V6ELP-ADHERNIQ2 M141140, CASING BEAD 05) RAISED PLA"AWING BUILDING 114 s T COP OR A#"WVED WALAW WRAP 6 -------------------------------------------------------------------------------------------------------- R PME TI WATWER FEE 16TIVE BAWER 'I BAWER 9 WFATWEIR RESIGTIYE F.7 BE BARRIER .2 (W/%- FLEXIBLE ryc BACXER IWID) SIDING TO STUC WEATHER REGWTIVE C 0 BAWER 0 FRAME TO FRAME EZ BEAD WINDOW CASING TRANSITION 16A A R C N I T E C T I Qems" rob I n G MO. n C. — 41 N. RONALD REAGAN BLVD LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA A BUDDIV. ac LO71 SILVERADO LOT #3 BLK #10 I 7T` PROJECT# 03719.001-03101 MODEL. "2045—LANTANA* GARAGE OW3[NG.- RIGHT PAGE: WALL ASSEMBLY DETAILS %,,.150 MPH EXP. Bj A F—PMNT -1 DATE. 08/18/21 8CALJC: 1/4"=1'-0" SIMET WA mouKlm �E SHOULD BE T�N IN aEPIN3 THE VENT PROPEKY I'— 1� S-VIIN IN 4- G—NMD AUGNEED. VENT PIPE IS SEAI-ED IF UTUMD. NAL IN PLACE U INIS 1.14- NAILS AT E� DOWER. POOFING �ENT S-ULD APPLIEDTOAULSHNGLEEDGESNEA�TliE C TOUTTHEGOOSENECI(VENTOFENWINT11— OUTER EDGE AND A MIND TlE — PERIMETERAS RECOVIAENDED IN SEVERE AEATHER COASTA, S EAT11ING. SIM THE �ONSTR—ZONES. CHAPT SHOVIN. IN THE EVENT A MIECHANICA. VENT PAN IS USEDSIMTHEVENTOPE VENT FAN WNUFA—RE'S NNW —ON INS -7,ONS. DONOTCUTINTOMUS ESORMFTERSMENCUTTINQ� ONENING IN THE FOOF. FFrnN@ RENIOVT INTE—RI E.—E NAI I-S . OU NO THE IER.ETEFt. TIAEOPENINGSOTINATIENAILINS—E OFTH VENTI.AYSF�ATTOTAE�$H—W.SUDE t TOPAN SIDEF—ESOFTIlEVENTUPANDUNDER SHINGLE ALLMTHEBOTTOOVENTFLANGESTO—ON -E TOP OF THE SHINGLES. ROOF HOOD lZim-lqw- VENT DETAIL C"T"Ou"E"RAP AT 4b* ANSLE 13 HODIRED -I- Off - IN wouov~ LON OF WINDOU) OPENING. APPROVED OVIR IWEAT14NM OVER SO STUD WALL STEP 1 FLAS14190 OVER NAILM FLANSE .LQ-M EXTEND PLAGWINS, HIN 11 BeLm WILL R"mxx PLAS"m 00 NOT MAL SI RN STEP 6 TEPIPORARILY FOLD-L" 4 SEC WCUGE~ (0 TUCK FLAP Lwo atHEAD FOLD HOLISEul 14 AT JAMW 4 SLOPE &ILL 14 ASPHA T PILASTIC CEMENT —DED MOUND BASE OF PIPE AND OVER F�E ALIGN PLAGWINS av lhrri no" OF ELL MO. tlEC+VNCALLY FASTEN FANNIE EDEIAS. (CAP NAILS, STAMM) INSTALL DUPONT PLEXXJRAII� AS n FLAS14M AT TM FOLD WOUSV~ DOW. TAPE DASONAL CUT AORNIS MEAD LIINDOW PLUMBING VENT DETAILS INSTALL &' 110111 ADWIESIVIll - SACKED FLEX19LE FLA61,414% MATERIAL OVER DRIP CAP JOINT SIT-20DIL - ZdUv) STEP 8 -4Q) WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE:NTS STEP 9 R-4614m OVqIQ JONT UNDERI—ENT ASN.1 IlOO INS CE.ENT —EY —RUNE L F—E. N F—TZER' E- — AS NO .1-1-1"—E AT LEAST 1�' BEYOW V�LEYCENTERUNE _'IF_ FE OFF - OFF T " R AT 45 DEGREES -E. W`-ES TFIM.E. 2- — - F— VALUE, cEN- - - ROOF VALLEY DETAIL IIIMALE� NTS APPLY oat NMI ro ECUAL) SE-ALARr - WNDOWACM JOINT. FLUID APPLIED FLA"M MANCO WMITE-GEAL RZ-111111 OR SQUALA SLOPE GILL TO EX Nam L IT 16 THE CONITACTOM RESPCWEIILTY TO VER11-Y TWE COMPATIBILITY OF ALL PRODW76 BIC-1.10045. HOUSE~, SEALANTS 4 6ELF-ADWERM I'l-AWINS MATERIALS, USED OMNG CON01`10=110N. 2. INSTALL ALL MATERIALS PER MAKFAr-TLPWM WRITTEN 8PECFICATIONII, IIIANNIN& 6EALANT6 MAY REACT ADVWMLY r NOT C121PATIll". NOTE, r-LEAN AND L JAMS TO SILL JOINTS, WITH DOW ItM FOLLOWW. COMPLETION OF EXTERIOR RETROFIT WORK NCTE� ME] -AIR br-14EM SHOWN SWALL BE IMPLEMENTEC) AT ALL WINCIOWS WITH ElAIDENCE OF WATER INTRISION BELOW THE WINDOW 0PENINd. l�L INTERIOR PERIMETER OF: 8eALANT -- 7-IT ?ft TWE CONTACTORS PROF-CM19MLTY TO VERIPY TWE C414PATISILITY OF ALL PRD=Tb INCILWIN3 SEALANTS A GELF-AD1411010422 FLASHINS MATERIAL6 USED D7W& CCNET"=TM 2. R-AA"M AT EXTERIOR WINDOUS, AND DOM OPENNISO SWALL 1111 NSTALLED IN ACCORDANCE UT4 MAMPAI-nMR* INSTALLATION INSTRICTIONS AND APPROYED PIETWOO U OP MOC FWW3A U IN ACCORDANCE UT4 FENESTRATION M~AAMM" INSTALLATION AND P-AO14M INST111111=10hill, IS QLAIRIM, SEALANTS MAY REACT ADWMWLY F NOT COMPATE51.9. WALL FLASHING INSTALLATION .DETAIL (MASONRY) SCALE, NTS r A it C H I T 9 C T $I 6 D"ign GrWou0m! P Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 gngroup.co.m. -j "Ir FOUSDIV. ac Zo SILVERADO LOT #3 BLK #10 PROJMCT# 03719.001-03101 340DZI. "2045-LANTANA" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS Q50 MPH EXP. Bj A F-pmNT DA"E: 08/18/21 SCAXJC: 1/4"=l'-0" 8*1EET WA5 EEI 2x& SUB-BANb Wll'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK I METAL FAbCIA URAP DRIP EDGE .01 1/5' TEXTURED I . ........ 11;74 FINISH * WOOD 2X6 M5 BAND 1/2' TEXTURED FINISH 0 CMU METAL FASOCCIA WRAP As' FROM STUCCO, V FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE NOTCH FOR 2Xro SUB 5ANDONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL //"""�NOT INTO -STUCCO) 1/6' TEXTURED PINION * U)000, 1/2' TEXTURED FINISH * cl�u METAL LATH .111OCID SWEATWIWG OR cm -WR5 LAYER 01, STUCCO UIRAP(FRAME ONLY) -WR5 LAYER 12, FORTIFISER IBUILDIWS PAPER (PRAME ONLY) ROOFW. CEMENT DRIP EDCIE METAL KICK OUT 00 11/8* TEXTURED FINISH 0 WOOD, 1/2' TEXTURED FINISH * CMU SUB-5AND W/I'x4'NOTCH 0 END, WRAPPED IN PEEL 4 STICK rA)ELEVATION �/\_METAL FASCIA WRAP I'OFF WOOD WALL. SUB BAND 2' "H OFF WOOD WALL FLAN A PRE - EW-%'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SC-A5BED TO TRUSS W/12d NAILS rp'-S' O.C. MAX. 2x SUB -BAND W/I�'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL x x x x x x x x x x x x x � x x x x x x x x x x x x xl_____� :�'� xx :">�'00- �" SUB BAND DETAIL R 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' A50VE 50TTOM OF DRIP EDGE 2x 61.15-15AND W/1�'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT a 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 Wll�'x4' NOTCH ENE), WRAPPED IN FEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY e I n n2c. i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com Ikk. #.- 0003325 I P4 0 F8USIDM 4k LOTN SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEILA "2045-LANTANe GARAGE 8TfWG: RIGHT PACE: WALL ASSEMBLY DETAILS Q150 MPH EXP. BJ I F-PRINT "I IDATE: 08/18/21 93CAIX: 1/4"=l'-O" SHEET WA6 le 3'-6" I IL!jl 11-111 1 1 1 — — — TEl F2-24X24 F2-24)(24 -1018 3 z F w 4" CONC. SLAB 31/2* 1 lIr--1 mi Iii I I FIF-1 :m T-0" 4'-4" 9'-2" 4' PVC CHASE :m -Z +( 7 'o" 3'1' TOP", TE- SLAB o 2 z 0 0- LU 9 9 3 1/2*� x VPVCCHASE FOR ELEC. TE-1 ISLAND c� 9 23'-6" 16'.6" r4 yl TE-1 EXTEND SLAB 1 117 �j TE-1 —J/- 2 - " L 4' .8 -1W 5'.4" -81, 71 -3 11Z —EXTEND �o SLAB 1 irz, FM-16X18 Lo Co IN Lu SLAB 0. XI wl 8-- 0 (L 4'-6" -3 1/2:;j� 1 1 1 — L -03 IJ—L a w XI -51/2" FM�16X 18 �M-16�18 41�IFMC FMC-16X18 �16X . . . 1-1&-��VEW 2'-T' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-01'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERVASE. 4. REFERENCE ELEVATION 4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WTH 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 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602- 16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TIMIS 402/602-16, USING: Pm = 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 j OF SLAB SUPPORTED T-O" O/C MAX- SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION DOWEL LECIEND 13 8-x8' rlASONRY COLLM LI.V (2) 'S'S AM DESIONED TO BE PLACED N CONTACT WITH THE INSIDE Or THE NTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN W/ 'S DOWEL IN FOUNDATION. SLAB SCHEDULE SLA13 I THICKNESS I REINF. REMARKS Wl.4xWl.4 OVER G ENERAL 1 3 JrZ. 16.6 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 01' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TO,R SHORT I LONG FM-16X18 16" CONTINUOUS 181, (2) #6s FMC�1608 1611 CONTINUOUS 181, (2) #5's #5 IN CURB VARIES F-24x24 24" 24" 12" (2) #5's (2) #5's TE-1 81, SEE PLAN 81. #51NCURB F1-30X30 301, 39' 12" 73) —#5S F142X42 421 iz, —F3) —#6s 79TWs— F2 —24X24 24" ___42" 24" 12" (2) #6S 7) #9 7- FOUNDATION PLAN SCALE: 1/4" = V-9' A It C III IT E C T 8-1 6 GMS0ir.ta I n .2c.- 41 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 p rsxmDlv. & V0,74 SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODET- "2045-LANTANk"_ (;AR.&GZ SWINCII: RIGHT PAGE: FOUNDATION L PLAN 150 MPH EXP. B 1 2 F-PRINT 08/18/21 DATE: scAmc: 1/4"=1'-0" SHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING MONOLI + z S T EEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND &L CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS SPACING REQUIREMENTS Lu w lo Lu (n FM a: 8"CMUWAUL 0 8 WALL CMU CORNE R BARS, SAME SIZE AS LARGER BAR 0 IN FOUNDATION WITH 30" LEG EACH )_0 WAY AT ALL CHANGES IN DIRECTIONS TOP OF_;_B TOP OF St SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS �H S�1./ EXT P�OR H SLAB L \—SEE SLAB SCHEOU LE SIZEM 4" CHAMFER (1-STORY) R SIZE 48 BAR DIA. EXT. PORCH VAR E. GARAIG�E SEE SLAB SCHEID ULE TOP �- CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2 IS LATON JOIN 0 0 6" CHAMFER (2-STORY) #3 ill, #4 24" .0 F. W' I T'OtN 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) PPT(WHERE A LICABLE) SEE SCHEDULE #5 30r, %.7 - IN RE T'_ EE SCHEDULE FOR WxD, BAR SIZE P Al LICA FOR WxD, BAR SIZE W EN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING #6 36" AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING r��EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION G�ARAG���� CORNER BARS DETAIL GARAGE DOOR LAP TOP PLATE A MIN OF 49' RECESS AND NAIL W1 16d COMMON NAILS, 2-ROWS, 4'01C BTM. VERIFY HEIGHT 'D LAP TO OCCUR OVER STUD OF WALL PLAN w 0 20 OR 26 WOOD BEARING PROVIDE BLOCKING Lu WALL W/ SYP \-CURB LLJ sa� � C3 a. No 2 TUDS SEE PLANS FOR SECURE ST. PLATE TO SLA13 W1 SNG, FOR MASONRY 5 U) NEW REINF. BAR 0 (L SECURED W1 2- PART SPA CI SINGLE BTM. PLATE TO BE PT PROVIDE DBL. TOP 1 IZ�Kg' WEDGE ANCHOR W1 7* WASHER SE IN HIGH STRENGTH UNITS SET Ito, AT ELE 2' CAPPED x :5 EPDXY. MIN EMBED (L PLATE EPDXY 5-112TEMBED. MIN. @ 16- OC 0, -11 GALVANIZED PIPE 8", LINO SIMPSON SPH4 OR SPH6 MAX W/FLANGE @ BASE FOLLOW ALL MANF. STM AND TOP PLATE SPECIFICATIONS FOR ANCHORS W/ 1 Od x 1 112' USE AND COM MON NAILS FILL ALL PREPARATION OF HOLES, DO NOT USE 10d Z HOLE. x T SEE SLAB SCHEDULE SECURE FLANGE TO Q I RECESS AROUND GARAGE TAPCONS _w'TOP DOOR OPENING jrS-BW/(4)114"X21/4" 4 OF SLAB7 4 SCALE: 314"=T-0' _3� 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) LAP TOP PLATE A MIN. OF 49'... EQ. EQ, SEE SCHEDULE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT FOR WxD, BAR SIZE LAP TO OCCUR OVER STUD OF WALL PLAN AND BAR QUANTITY ADDING BAR TO (_,"�INTERIOR CURB FOUNDATION WOOD WALL 2x4 OR 2�6 WOOD BEARING PROVIDE BLOCKING MONOLITHIC FOUNDATION WALL W/ SYP No 2 STUDS SEE 'ING S, PLANS FOR .PAC , N.LE L BTM. PLATE TO BE PT CALE 3/4'*=1'-U' PROVIDE DBL. TOP PLATE SECURE BT PLATE TO SLAB W MASONRY S!1 NA,L,� .,C STAGGERED. A_ ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. ILL LAP TOP PLATE A MIN. OF 49' SLAB SCHEDULE AND NAIL W/ 16d COMMON < NAILS, 2-ROWS, 4" OIC STM VERIFY HEIGHT STEEL REINFORCING IN GROUTED [SEE _P�01` LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND E0 SLAB SPACING REQUIREMENTS -1-1 4 2x4 OR 2K6 WOOD BEARIN PROVIDE BLOCKING WALL Wt SYP No 2 STUDS EE PLANS FOR SPACING. SIN LE ST r PLATE TO BE PT M SECURE BT PLATE TO SLAB W110d MASONRY NAIL PROVIDE DBL. TOP PLATE 16'01C STAGGERED. < Lu ADDITIONAL METAL M g I . EQ. EQ� EE SCHEDULE CONNECTORS NOT m FOR WXD, BAR SIZE REQUIRED WHEN NO U PLIFT IS PRESENT. W C. CMU WALL AND BAR QUANTITY z POURED LINTEL CONT. (TYP) r.'�INTERIOR CURB FOUNDATION WOOD WALL 8" CMU FILLED CELL TYP) TOP OF St SEE SLAB SCHEDULE 2X WALL FRAMING 0. 1 1 SEE SLAB SCHEDULE 1001A. SIMPSON STB2 BOLTS 5" 0 iZ�POF SLAB MINIMUM EMBEDMENT INTO "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16'O.C. VERTICALLY MAX 0 POURED MONOLITHICALLY WITH 2 FOUNDATION AND SLAB YARIES 1. SEE SCHEDULE SEE SCHEDULE k__�I.R WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO SCALE 314"=1'-9* (NO UPLIFT) FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE LE: 3/4"=T-0" RECESS FOOTER ISSHOWER 12 ­SH SCALE: V=V-9' A R C N I T I C T 3 Gas0Dem ' rob ion .m_ 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r Hu r81U13DIV. 8c ]LOT: SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEL. "2045-LANTANA" GARAGE SWIENG: RIGHT PAGE: DETAILS %,150 MPH EXP. DOWEL PLAN SCALE: 1/4" = V-0" ARC N I T E C T• Design GrouP"Inm 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J q Pi O D i. BUHDiV. & L.OT SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEU "2045-LANTANA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 150 MPH MR. B % \ Afi NO 93M J Dw' ET 08/18/21 SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR HOOK GROUTED BOND BEAM VARIES PER ELEV. z (V a a ( <a Q p CLEAN OUT REQUIRED Q FOR INSPECTION tt1 v � •a • TIEVERTICALREBAR a °n TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIAL Z W #3 18" M U #4 #5 24" 30" #6 36" HORIZONTAUVERTICAL #7 42" REINFORCING Sr -- 8'ke" MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR ja & EXTERIOR FACES OF THE BLOCK AS SHOWN W/#5 _ m DOWEL IN FOUNDATION. ❑ © � , DOUBLE FILLED CELL SCALE: 3/4"=1'-0" A Z OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 1 18" METHOD #4 id HORIZONTALNERTICAL #5ORCING #6 SCALE: 3/4"=1'-0" #5BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS R C R I T E C T Design Grou 1�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 ti Pi O F aUDDIV. se M-7114 SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEL.• "2045-LANTANA" GARAGE aMNG: RIGHT PAGE: DETAILS 150 MPH EXP. B 01 mm PRINT 08/18/21 DATE: SCALE: 1/4"=1'-0" SHEET S1.2A Fl6-lT/0IWlB 8Fl6­lT/0W0B 8Fl6-lT/0W0B.,- 13'-6" 4'-6" 4' -1.1 F- - - - - - - - - - - - - - --- SF16-IT/OMIOB BFMMOM/013 ---------------- Z U.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR ON TOP OF WALL EL. 9'-4" p L --- J IBF8-IT�OWOB J BH7 8F16-lT/OMIOB 8F36-IT/OM/IB 17'-4" LIFT BEAM PLAN SCALE, 1/4" = l'-9' GENERAL NOTES q �s FLORIDA :UIUDl CODE 70, EDITION, 20M RESIDENTIAL SECTIONS ­2 & FLORIDA UILDINGOODE.7t EOITON2W0BUlU)IW.SECT�IMH.2&210?. 13 BUILDNG CODE R QUIREMENTS FOR REINFORCIS� CONCIP— (AO 318-14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES C­ —2-1.) AMERICANSOCE �=ILE�INEE�MINIM��Sl�LO��WILD�� 0- RSTRUCTURESIASM�16� 2) CONCRETE: C ETE COMPRESSIVE STRENGTH AT 28 DAYS: 2 2l.' P �CASTWSTANOARDREINFORCEMIFNT40DO PSI MIN, 2AS 2.2 RE NFORCING SARS: 2.21 SMELP��DINPK�STLINMLATPME�F�R�nM A"M Ml&MIW A"O" "' 22.2 S ELINLI�LA�K��BLMK(P�MDINMaD) AS—SIM15M(GRADEO). 2� PRESTRESS STRANDS ASTM A,116 7-WRE, $TRESS RELIEVED 270 XSI 2A DETAILREINFORCEMENTINACOORDANCEIMTHAC131 14. 25 SHALL. COMPLY INITH AC! STANDARDS. 2S D41SWREPER-106-10501 3) �: 3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO A$TM �W, NORMAL MIGHT WTH MINIMUM NET AREA COMPRESS VE STRENGTH �I. 3.2 MORTAR SHAL CONFORM TO ASW ­70 TYM � OR 3.3 FULLMORTARJOINTS EMMIRED 14 MINIMUM AGGREGATE 2S­Y COMPRESSIVE STRENGTH OF CMU AND �M SHAUL NOT BE LESS THAN PM - — PSI. MASONRY STRENGT4 SHALL BE ESTABLISHED SY THE 'UNIT STRENGTH METHOD' OR, ALTFRNATIVELY, BY THE IRISM TEST METH= MERE LEM REQUIREM NITS HAVE NOT BEEN MET 4) ­UCTURAJ_: 4.1 SAFE LOAD VALUES ME BASED ON LINTELS HAVING A BEARING OF 8' NNTH A MINIMUM A EPTASUE �NG Ol' 4' PER FLORIDA BUILDING CODE 7TH EDTIO!4, ­0 RESJXNTAL. SECTION W6.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUIUDNG SECTION 2­1 4.2 SAFE LOAD VALUES WED ON RATIONAL DESIGN ANALYSIS PER ACI 3­4 AND ThIS ­6 4.3 D SIGNER MAY IWALUATE LOADS FROM THE SAFE LOAD TABLES SY CALCUILATING MAXIMUM RESISTING MOMENTAND SI-W AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LENGTH AT &4' OR GREATER. VERTICAL CELL FILLED SOLID WTH GROUT AND M NIMUM ONE (1) $5 VERTICAL REBM IS REQUIRED AT EACH END OF THE UNTEL� 4.5 U"US THAT ME GREATER THAN 14W OU!AR SPAN MUST SE PROVIDED �NIPOA­Y SUPPORT, NOT BE RE!M-EP UNTIL 2 DAYS AFTER —T PLACEMENT. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETET WOOD ROOF: SIMPSON HETA16WI(9)10dxl lrZ'HDG NAILS CONCRETE TO WOOD FLOOR SIMPSON LTA2WI(8)10dxl lrZ* HDG NAILS, WOOD TO WOOD SIMPSON HIOAOR LGT2WflOd.1 1/7 HDG NAILS, FILL ALL HOLES, 2 ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3 . ALL PLYWO D 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 A E TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. UNTELS 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 C EAR SPAN OPENINGS. 8. L NTELS SHALL HAVE A- NOMINAL BEARING 9, THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DE81GNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2.4 PT TO ALIGN VIATH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2� MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36,.177"'x 2 7/8* LONG, WITH WASHER a le. o c. 1 1. 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 BE I DESOFtIPTION REMARK 0 (2) 2X12 BEAM SCHEDULE 522M INDICATES OPENING BELOW I T.O.B. =TOP OF BEAM/ 13�01, =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 fc (psi) SIZE W`XH' REINFORCEMENT STIRRUPS REMARKS 13TM Top I MI. SIZE SPACING BB1 MASONRY 3000 T'X8'l GROUTED SOLID GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER MEN MINE MEN mmmommom sommam GRAVITY & UPLIFT SAFE LOADS JPLF) 8"X16" RECESS DOOR HEADER GRAVITY,& UPLIFT SAFE LOADS (PLF) 8"x32' RECESS DOOR HEADER mmm WOMEN m 01'62�mmo� mmoms A R C N I T E C T-8 5 G r Zm Ign ousp0-.!. 41 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 "A "SUDDIV. ac L07,111 SILVERADO LOT #3 BLK #10 IPIROJECT# 03719.001-03101 MODEL. "2045-LANTANA" OARAGE 99WING: RIGHT PACE: LIFT BEAM PLAN %,.150 MPH EXP. 0 1 L_ -"NO W723 F'pluNT DATE: 08u/18 SCALE: 1/4"=V-0" SHEET 1111% s NOTES TO THE INSPECTOR/CONTRACTOR E778 TYP. g'A&' hi 1. PLACE LINTEL ACROSS TOP OF OPENING. 61 bl-l- BOND BEAM 2� IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3 PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. 0� REINFORCING (1-2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. Typ ZO 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A UNTEL THE BOTTOM BOND'BEAM #5 CORNER BAR W/ 30" LAP FOR EACH 0 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. VERTICAL REBAR W/ 10" H007K - a .. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16'DEEP. \ SX16 DEL BOND �CF 19ONINP 7 BEAM W/ (1) #5 BAR BE M I -N, EACH COURSE 8x8 BOND BEAM TOP 0 Wl (1) #5 BAR BOND BEA 30" TY ICAL 7 F FIULEDW/GROUT U UNFILLED GROUT SOLID FROM _4TOP OM NOMIN L LINTEL TO TOP OF BOND o0roPENiNd F NO SO SO' _# OF #5'S, IN 2ND BOND , L NE L WIDTH BEAM, IF FILLED LINTEL BEAM COURSE .. . #5 BAR IN BOND BEAM SEE NOTE, 8.8 PRE�CAST CONCRETE 16 _R ETE _1 T/1 B S, _INTEl_Wl(1)#5BAR(L2) L2' I NOMINA LENGTH OF BAR =WIDTH OF MASONRY T HEIGHT #OF#5'S,TOP OPENING-7 BEAM DESIGNATION CORNER IT IS THIS E GINEER'S INTENT BOND BEAM COURSE OR BEAM THAT XFXX - lTllM/OB INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE C REINFORCING OF BOND AND XFXX - IT/OM/GB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WJO STEEL (Ll) REFER IT I THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - lTllM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING ANDXUXX-1 MMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (M IN 2 X 3) 1-3116 SINGLE BOND BEAM Z' TAPCON OR DRIVE PIN (MIN E L; AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD I WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 1 WO.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (M N 2 X 3) 2-3116 TAPCON 177 PRE -CAST 3 114' OR DRZE PIN (MIN SHANK WINDOW SIZEA45 MIN HEAD SIZE.300 SILL z M MIN E BEDMENT 1 11,C) 6' q SLOPE mm. FROM EACH END AND 18" AX. M N -114" OC M 1 1 EMBEDMENT 2X8 (MIN 2 X 3) 2-V16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE. 145 MIN HEAD AS T ALLOW BENT 0 ALLOW BENT SIZE.300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8'FROM EACH END AND SECURE TO SHEATHING W1 Upp ER AND LOWER #5 MIN. REQUIRED IN 1 8" 0. C . MAX. MIN 1-1/1V MIN. 2­12d PER ELK EA END VCMUWALL BONOBEAM EACH CELL HOOKED IN EMBEDMENT TOPBONDBEAM W/ 7116" OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES -THROUGH LINTEL SINGLE #5 CORNER t: 4. BAR, 3Ox3O TURNED Up OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM SX8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF BAR(S), SEE PLAN. LA A T EACH SIDE STEEL REINF. OF F ELEVATION 0 ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM A R C H IT I C T I 6 Dmign G r Wou j0n! 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #; 0003326 roulBIDIV. ag I SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODEL. "2045-LANTANA" GAMAGE 8111MG: RIGHT PAGE: DETAILS %150 MPH EXP. m- P,PltlxT mm*' DATE: 08/18/21 scAuc: 1/4"=l'—O" Bill= 1%.S 2. 1 A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10, PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 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 T 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 SM. W/ SIMPSON LTA2 USED AH15 TO BRACE TOP OF WALL. AH 17 AH 19 A A A A A A 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS -- U U w w w - w U U U FRAMING PLAN SCALE: 1/4" - V-0" St 774 A R C N I T E C T i 6 Deign Grou s,! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.ebdesigngroup.com AA #: 0003325 h F BUSDIV. & LOT SILVERADO LOT #3 BLK #10 PROJECT* 03719.001-03101 MODEL.• "2045-LANTANA" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B NoABORCKAM� PRINT IDATE: 08/18/21 SCALE: 1/4"=1'-0" 8IIEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x I �'NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x I �'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C� j)SI MPSON LGT2 GIRDER TIEDOWN WITH Z) 10d x 3 �'NAILS TO GIRDER AND 2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �'NAILS TO GIRDER 1XZ2� WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV COMMON NAILS 1 Z, On MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFA(VALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE APTSYP#27'x4", 6% 9'x 4'-01' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" On TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24- On, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT U:1810 UBS, L 770 UBS (I PLY) S ALLOWABLE U PLIFT U:2365 LES, L 1430 LES (2 OR 3 PLY) C ALLOWABLE UPLIFT U 2705 LES (2 PLY) Sla lb 1 TYPICAL TRUSS/ SCAL�: 3/4�1'4' 88 GIRDER CONNECTOR(S) SmEs BAM 11M THO10M 4500 314" WOOD PANELS 6000 (2) 112" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2xUUMBER 3/4.'T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 1/2'HIGH STRENGTH Cl-G. BOARD SECURE I -JOIST TO TOP PLATE �l (2)12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2X6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1 t2" GYP WIL. ED SEE SHEET 811A FOR NAIL SIZE AND PATTERN /'-:"'\I-JOIST CONNECTION @ L.B.W. ���!-E 3/4"=T-9' (NO UPLIFT) —N.Tll DEPT. 1/4-D HOLE EDGE �5/9' HOLE DIAMETER 2/5*0 SGL. STUD OUTER 113 OF SPAN ONLY //—HOUE EDGE >516' 6� "—HOLE DIAMETER PLATE q � 111'. DEIL TU. STUD NOTCHING (-,---�_AND BORING LIMITS ENGINEERED WOOD TRU 0 24" On, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSSANCHORWITH (9) 1 Od x 1 �'NAILS TO GIRDER. PROVIDE 6' MINIMUMCONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT C ONNECTOR lx2,2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ GALV. COMMON 1X2 SECURED W1 10d MASONRY BOND GALV. COMMON NAILS BEAM 12" On SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE APTSYP#22'x4!', T, 8" x 4'-0" MAY BE ADDEO W/ 10d NAILS, 2 ROWS, Y On TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON UGT3-SDSZ5 GIRDER TIEDOWN WITH (4) J* X 5" TITEN HD TO CMU AND (12) BOB J'x 2 J'TO GIRDER B-(l) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �'x 5" TITEN HO TO CMU AND (18) SDS �'x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) ?* x V71TEN HD TO CMU AND (18) SOS �* x 3 SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, WEACH WAY OF BOLTS A ALLOWABLE UPLIFT 3285 L13S (2 OR 3 PLY) B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN.) I/ �-1 1�1 - TYPICAL ROOF 2a 2b 2c CAUE: GIRDER CONNECTOR(S) Sam BACKIRMM THICIOM ANELS (2) 1 r7l WOOD PANELS D PANELS STA'2 20 GAUGE .... 111" WOOD P I l0d�`112 HOG COMMON NAILS. 'M EACH END TOTAL OF 10 6000 60 (2) 112" WOO 90 2�LUMSFR LVUI-JOISTWITH BACKER BLOCK HTT4 W/ 519'A.B. WITH MIN. TEMBEDMENT TO SLAB' & (18) 16d ' 2-ltTNAll-S TO POST., POST TO SIT DIRECTLY ON SLAB r,--\LVLMOOD POST CONNECTIONS NOTE: T--WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G � 1200 LES, U � 1280 LES W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. 8 - SIMPSON HUS28 G < 2400 UBS, U � 1425 UBS W1 (2) 314!" SIMPSON TITEN BOLTIJ-BOLT, 5" MIN EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C _ SIMPSON HGUS28-2 G - 2400 LBS, U � 1810 UBS Wt (2) 34- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D _ SIMPSON HGUS28-2 G � 4800 LES, U - 1810 LES W/ (4) 3/4!'* SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (36)16d GALV. COMMON NAILSAND (12)16d GALV. COMMON NAIL.S. E - SIMPSON HGUS28-3 G < 4800 UBS, U < 1810 UBS W1 (4) 341 SIMPSON TITEN BOLT/J-BOLT, 6' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON HTSM20 W110 10d TO TRUSS AND (4)1/4!'x2l/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 114'x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM 'I— TITEN 2 ANCHORS MIN. 7COVER & TAPART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 6--0- MAX (W/lX4) OR 10--0" MAX (VV12X4) 7K le (2) 2X4 No 2 SYP DIAG 2�4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. W' (3)'l�d @�A TRUSSESWHERE TRUSS (DIAG BRACE TO 'D 'AG BRACE To X-BRACING IS PRESENT AT COVER 5 TRUSSES) R ' TRUSSES' 4--0-- O.C. (AT SHEATHING SEAMS) 0--0" TO 30'-0" (1) "X" BRACE ACE 30--1 " TO 60--0 (3) "N" BRACE ACE SECURE a8 PT. PLATE (1) "X'BRACE 0 CENTER TO ELK W/ 1/2'DIk Q (2)"X- BRACE DIVIDED EQUALLY ANCHOR BOLT Wt Z' FROM CENTER TO END. WASHER SET IN HIGH 2x ODD FASCIA STRENGTH EPDXY 6' U SEWEARCHITECT6RAL MIN. EMBED. AT 3TOC MAX PRE-ENG GABLE TRUSS SECURE GABLE To 2K8 1.4 DiAGONA P.T. PLATE Wl 12d.s 9' STM. CHORD STIFFBACK (ASPER Oc MAX BRACING, SEE TRUSSENG) CONT. 2X4 SECURED W/ PLAN FOR LOCATION (2) 10d's @ EACH TRUSS MAYNOTBE TO BE INSTALLED 0 REQUIRED 10,_D' 0 C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6-0" On END WALL OR OTHER MAX., OR 2X4 STM. CHORD BRACING END TYPE CONDITION, IF 10'-0" On MAXSECURED W/ (2) 1 Dd DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING VEDGE CENTRAL SPACING SPACING SEE SEE *mG,?PLRTM �CHEDUL� NU SCHEDULE SEE SCHEDULE FOR BOLT SIZE -2 LSEE LEDGER SCHEDULE Cw' 51/2" MIN. EMBED. (TYP) 1 ENSURE THAT EXP. BOLTS/J-BOLTS ARE H, H PLACED INTO GROUTED CELLS, WALL AROUND BOLT, 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF IV-T 3 ALL BOLTS TO HAVE WASHERS 4� EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY C SERTHAN6'O/C. 5.LION LIEU OF HILT1 PAFS SIMPSON TITEN 114" (2) PT DIA X Y MASONRY SCREWS MAY BE USED, SAMP RPAQIINQ� PPOI IiRFMFNT LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDGESPACING CE"MSPACING A DOUBLE Z18 itz, 8" on 16" On B DOUBLE 2X8 3/4" 91 On 24" On C DOUBLE 200 Itz, 8!' or- 16, On D DOUBLE 200 3/4" W On 24" On DOUBLE 2110 114" TOIC 16* On F DOUBLE Z(12 3/4" 61 On 171 O/C WOOD LEDGER DETAIL SCALE: 3/4"=V-9' BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 314"=1'4Y' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METALSTRAPSFOR ROOFANDFLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=T-G' SE A R C N I T E C T $-'I 6 mms, ,,l n G r ZSO.a... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-60TS FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 L a %C, I-SUDDIV. & LMN SILVERADO LOT #3 BLK #10 PRoi CT# E' 03719.001-03101 MODET- "2045-LANTANA" GAXAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B 1011 F-PRMT DATE: 08/18/21 MICALM: 1/4"=l'-0" SHEET S 3. 1 A -Al FLOOR DECK 2X6 T TERMINATION 2x4STRONGBACKSECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR B OTTOM OF FLOOR TRUSS, TYPICALLY VY-Y'BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, r,"� FLOOR BRACING SCALE: 31,V=TZ' SIMPSONH6W/ (8)8d COMMON NAILS 2x ST DS SIMPS NH6W/(8)8d EACH E D COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING T 2s SIMPSON SPH41SPH6 TM FLOOR TRUSS OR PLATE STRAPS W/ 1 Od x I GIRDER TRUSS 112, HOG NAILS WALL FLOOR FRAMING, TRUSS PARALLEL TO WALL DEL PT 216 BLK*NG BETWEEN TRUSSES W/ 10d 0 YOC. STPLY INTO LEDGER AND 10d 0 4 C, S AGGERED UPPER PLY INTO 2x6 T El ELOW 8" CMU WALL REINF PER PLAN PER ELEVATION 1� , N 0 I I zo- O_ 0 EER ELEVATION 1X2 FIRE -STOP P T "WOOD SOR WS WO D So R 0 E W x Z'LON. a ��!O C; 2 L 0 N G a 0 S T G E RED F F STAGGERED OFF A G 0 E R C ENTERLINE OFF 2x6; C E N T LIN 0 F F 3, 4 A S S Ho 3/4" AS SHOWN I 0 A2 SIMPSON A23 AL S M P N E A T R U S EA. TRUSS /4" —ke NAILING PATTERN PRE �IENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAIN) DBIL 2X_ LEDGER CHE TI UE SEE S DU SECTION DETAIL AT TRUSSES BEARING r.,_`�ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS 20 BLOCKING BETWEEN TRUSSES DBIL PT Z(6 BLK'NG BETWEEN Z� N (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT TRUSSES W/ 10d C 3" 0 C, 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS IN S A G TH BRACE W1 (3) 12d 0 E& 4--g- O,C. (AT SHEATHING SEAMS) 4' 0 C A T S HEA BE A M INTO LEDGER AND 10d @ 3" O� C #13WOODSCREWS 2x4 BLOCKING @ EA. BRACE NOTE: 0 TOP OF FLR TRUSS TRUSS (DIAG. BRACE TO 7 STAGGERED UPPER PLY INTO Z16 x Z'LONG @ a- OC, TOENAIL INTO TRUSS W1 (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT COVER 5 TRUSSES) BELOW S OFF NAILS @ EA. END MUST NOT BREAK ITHIN W PLATE OF 2ND FUR) CTAGGERED ENTERLINE OFF 2�6. 1-4" MIN. FROM 2ND. FUR. FLOOR DECK AC E 0, -0" TO 30'-0" (1)'X" BRACE 314" AS SHOWN t 2X4 BRACE 0 4W' O.C. W/ (5) 12d LINE IAC E 30--l" TO W-0 (3) X" BRACE PRE-ENG GABLE TRUSS PRE-ENG GABLE TR US -D6L2X8UEDGER NAILS EA. END Z16 CONT� W/ (8) 16d NAILS R 0� 'K' BRACE @ CENTER TO CMU W/ I/7'EXP. BOLT 411 8d RING SHANK NAILS C C @ BT. OF FLOOR TRUSS U (2 X'SRACE DIVIDED EQUALLY STIFFBACK AT 2x SUB -BAND E. ALLY STI FF-A K T ALL ALL 8* CMU WALL 'ALL: // AT 16" O.C� AND 8!'FROM INTO BLOCKING (BT AT6 IS FOR WALL SHE 2XHING NAILER) FROM CENTER TO END. OV G H UPRIGHTS ER4-�l). H7G. UPRIGHT OVER 4. -1. H ER PLAIN REINF PER PLAN END W/ MIN 5-1/2'EMBED, 6d NAILS 0 8!' O,C, MAX 1X2 FIRE -STOP (A PER TR S ENG) (AS PER TRUSS EN -3 U VATI.N PER ELEVATION FLOOR DEC /4" 4,FER ELEVATION PE ELEVATION I-L IV OD SH THING, SE SEE P" 0 "ROOF/WALUFLOOR NAILING PATTERN SHEATHING 3: Ps FASTENER SCHEDULE" 0 < SEE TYP. TRUSS CONNECTOR PER ELEVATION gjb; OL PER ELEVATION PER ELEVATION DETAIL FOR STRAPPING INFO. PRE-ENGINEERED WOOD RE -ENGINEERED WOOD Z �C�O N PER I C N ER lx2,2KWO DFASCIA 'UINECTIO R S_ T P MFG T , MFG� 2X4PJ CEILING FLOOR TRUSSES (SEE FLOOR TRUSSE (SEE SEE ARCHOI TE TURAL C NAILER W1 FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN)S 2x SECURED W/ D (3) 16d ENGINEEREDWOOD MASONRY NAILS @ 12' Q.0 FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ GALV. COMMON NAILS TRUSSES @ 24" O/C, lx2 SECURE SUBMIT SHOP DRAWINGS DWI 10d REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REO BOND BEAM REQ. EVERY TRUSS (VERIFY COM V GALV. MON NAILS FOR REVIEW CONT. 2.4 RAT RUN 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA 16 N HETA-16 W/ TRUSS PLAN) 12" O/C AND APPROVAL D Pp OV L S C W, )I SECURED W1 (2)12d'. AT TRUSSES PARALLEL 2'. O,C MAX. (VERIFYWITRUSS SECTION DETAIL r , T .. MASONRY BOND BEAM' EACH TRUSS EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEE SCHEDULE GABLE END PRE-ENG'D TRUSS ,/'�TO O_GABLE 7 SCALE 314"=T-0" r,��PRE-ENG FLOOR TRUSSES W/ HIP RETURN W/ HI P PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN.TRUSSES STRAP TRUSS TO PL. PRE -ENG AT FIRST TWO BAYS 4'-(Y OC ( AT PRE-ENG'D WOOD SEE SCHEID. BELOW ROOFTRUSS SHEATHING EAMS) (BLOCKIN S G TRUSS (TYP) @ 24- O,C, NOT SHOWN FOR CLARITY) MAX PER EL VATION FOR STRAPPING I VERIFY PRE-ENG ROOF TRUSS SECURE 2K6 PT, PLATE TO BILK W, TRUSS PLAN TRUSS TO TOP PLATE :ITIRENGSUM BOARD OR ItZ'HIGH r1l6d Wl 1/2" DIA ANCHOR BOLTW/21 A -SIMPSON MTS12 TH.LG -TRENG BOARD 4x4/4x6 SYP NO, 2 S WASHER ETINHIGH U � 990 LBS 14) 10d W1 CU SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6'MIN. GALV. NAILS. TOENAILS SLAB SEE EMBED. AT 32' OC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABIE To 2x8 PJ U � 1420 LBS W/ (14) 10d BELOWFOR PLATE Wl 12d S'O C, MAX GALV. NAILS EA. STRAP 2x4 OR 2K6 WOOD BEARING CONNECTION WAULWISYP No2 STUDS SEE FL#1 7239 PLANS FOR SPACING. SINGLE C ONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING ih S MPSON SPH4 OR SPHS BTM E 1/2" GYP. WIL. D :0: AND TOP PLATE ANCHORS W' j.., 1,,, COMMON NAILS SECURE BT PLATE TO SLAB W/ CONT 2x4 SECURED W/ (2) 10d's Q EACH FILL ALL HOLES, DO NOT USE 10d 3" la'xV WEDGEANCHORW12' WASHER SET IN HIGH STRENGTH I TRUSSMOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX, x EPDXY 5-1/Z'EMBED. MIN. 16" 10a 10b 10c S8(�l OC MAX. SCALE 314"=T-0". s GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 4 ECTION 990 LES W/ (14) 10d GA V. NAILS. : B -SIMPSON HTS-20 1310 LBS Wl (20) 10d GALV NAILS C - 2-PLY-SIMPSON VGT/HDU4 U � 4565 USS VGT TO TRUSS W/ (16) 1/4"W"SIDS, (1) 519'* A T.R. TO HDU4 AND (10) 1/4" X 2 1/Z'SDS TO POST _"�TRUSS CONNECTION @ L.B.W. POST TO SLAB DONNEcnON A&B - S I MPSON AB U44Z POST BASE <U: 1, 900 G:5,660 W/ 5/8 DIA x 6'EXP, BOLT SIMPSON ABU46Z POST BASE �U:2,300 G:10,335W/518 DIA. x6'EXP. BOLT C_ SIMPSON HTTSPOSTON SILAS <U:4,565W/5/8"A.B. WTH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-IrZ'NAILS TO POST A It C H IT E C TS 6 G r ZDesign ous;Ov..!. Al N. RONALD REAGAN BLVD, LONGWOOD, FIL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 ounDiv. se SILVERADO LOT #3 BLK #1011 PROJECT# 03719.001-03101 MODEL. "2045-LANTAN,C GARAGE VnNC;: RIG7 PAGE: DETAILS 150 MPH EXP. B mm*14 "p 08/18/2, SCAL,Z: 1/4"=l'-0" s*mET S3. I Bj N (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 C EA. SIDE SIMPSON H1OA OR LGT-2 W/ 1OdX1 }" HDG NAILS; FILL ALL HOLES FIBERGLASS SHINGLES OVER #30 FELT PAPER ON �4" O.S.B. SHEATHING OR }" COX PLYWOOD SECURED PER NAILING SCHEDULE KNEEWALL TO BRG. N.T. W/ 2X4 SYP NO. 2 STUDS C 16" O.C. KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO. 2 STUDS C 16" O.C. W/ SP2 TOP 8 SP1 BOTTOM — —1 2x4'S 10'-10" SPRING 2x4 NAILER LINE OF ARCH STUCCO OVER FELT MTS 12 @ EA. TRUSS OVER PLYWOOD PRE-ENG TRUSS MTL. DRIP EDGE — 2x SU&BAND HGT VENTED ALUM. SOFFIT DOUBLE TOP PLATE O.S.B. SHEATHING OR}"CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ,�-- MTS 12 C EA. TRUSS 2X4 KNEEWALL TO BRG. HT. F. LL SECURE TO CMU W/ 1/2"X9" ? ANCHOR BOLTS W/2" WASHERS 0 SET IN HIGH STRENGTH EPDXY @ I- 16" O.C. (6"MIN. EMBEDMENT}TYP. A ENTRY DETAIL-ELEV. 'D' PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN 0 2x SYP #2 DOUBLE TOP PLATE, LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 C EA, STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN OF WALL, REQUIRED WHEN WALL IS OVER 6-0" IN HEIGHT 2x SYP #2 KNEEWALL FRAMED C 16' O.C. MAX SIMPSON SPt C EA. STUD BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT.SEE PLAN SECURE P.T. BTM. PLATE TO BILK. W/ 1/2"19"ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6' EMBED. MIN. C 16' OC MAX. CMU WALL imI;�Imm �KNEEWALL DETAIL V 1 SCALE: 3/4' . F-m' A R C N I T E C T d 71 6 [�r�rPn LONGWOOD, FL32760 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A 0003326 y t 8 Y O O F s. SVHDIV. de ]LOT SILVERADO LOT #3 BLK #10 PROJECT# 03719.001- 03101 UODET- "2045-LANTANA" GARAGE SWING: RIGHT PAGE: ENTRY DETAILS 150 MPH WAJ Jim fflNO C�� PRINT 108 1B 21 DATE: / / 9CALM 1/4"=1'-0" SHEET s3.1C FOR ASPHALT SHINGLE ROOF, USE MIN 7/16'STRUCTURAL SHEATHING EXP 1(24M6) oT 15/32" STRUCTURAL SHEATHING EXP 1 (32t`16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32' STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS@4"O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS VVI IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM SO RINGSHANK, 318.. 0113 170,000 RING 1 -2 RIN 6 G. OINCH) -7., FSR. SCREW SHANK ER 8d RING SHANK, H PNEUMATIC 2316. 0113 F 667 I SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE lfZ'CDX OR 7116'O.S.8 PLY WITH Scl RING SHANK GUN NAILS AT 4" 0 C, AT PANEL SIDES AND Bd RING SHANK GUN NAILSVO.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT e'O.C. AT �NTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACH9�� SPAQNG ZONE 1 3d NAILS a C. ON EDGE AND 6'O.C. IN F�ELLDD ZONE 2S 2n,2r 8d NAILS@ 4"O,C. ON EDGEANDV'O.C. IN FE ZONE 3,3e, 3r. Scl NAILS @ 4" O.C. ON EDGE ANDV'O,C IN FI ELD NOTE'. ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 z Z Q ,a W z 10 q z 8d RING SHANK GUN NAILS @ 4" O.C. .1 TOP & BOTTOM EDGES I TYP. EXT. SHEATHING ATTACHMENT 11 � 'A' < z z 0 D 0 0 w � a z < d 0 T. z D' cj RAFTER OR TRUSS ROOF SHEATHING rm rill, I BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 214 #2 SYP OUTLOOKER RAFTER Wl BLOCKING a 16.0 C IF NO DROPPED GABLE END ' ATTACH 2x4 #2 SYP 13LOCKING 0 16" O.C. FIRST 4 BAYS VVI (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 8d RING SHANKGUN NAILS SEE:ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8*2' DECK SCREWS' 0 6�6' O.C. MAX' @ EDGES & 12'0 C, MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP 314!'T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NET "" ROOF D DESIGN PRESSURES IN E". I ZONE 3 Z-E— 5, ­—N-ONEDSTANC. E­WRECATTRY V� NlWlAj,_ APPLOASL — PRESSURE COEF—ENT -1 018 FASTENER SCHEDULE WINDOWAN DOOR BUCK FASTENERS FASTENER A-1— SIZE TYPE S—No R- - KS ­Tm SIZE IPE S_No REM—S 1. PT —1. 1. I — ODL .—E-- To - .1 N. —TENER M I — EMBED, 4- END DST, I lo� EDGE DST SGD ­EXTDOORS CAS—RDENE—L N— FA —El I—E DOCR �UA) 4- ..E., I END 1, PT SEE NOTES S —EREO TO EXIAN.— ­T 24 DA) S­ -T ­­ CNEE —8- ME— ST­ TO CONTACT THIS ENGINEER FOR SPACING 1.1 SEENOTE. NAL I — LONG STA=ERED WMW000WR/yFA o _ 1�=ED — REQUIREMENTS E� -1. DOOR L­ � PT, SEE NOTES q) S­ NO "T F.A.,NER Dl�ll I E..E. S' No —E.. N.—NING TO WIZIER BOLT US 1`�-W �E T.-T PT PT TO STER OX 0 131— x 2 1� ST. I NOTE 6 Wi—SHER —­E. E.—T NOTES I.S LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE ASPER MANUFACTURERS SPECS AND/OR NOA 3 ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4 PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5� FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. 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, lx MEMBERS ARE NAILED AND = SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE 2,=SARE GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECI FCATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWNGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS FBC-R 2020,7th EDITION ACI 310-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTR ED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT VMERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOULOWWRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OFTHEARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLA13-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. Do NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR To WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR LIVE LOAD 40 pf 20 psf TOP CHORD —n-Ooncurrent 10 psf BTM CHORD -non-Ooncu-nt DEAD LOAD DEAD LOAD 15 pSf TOP CHORD 20 pSf TOP CHORD (7 psf wl ASPHALT SHINGLES) (10 PET wl No GYPCRETE) 10pSfBTM0H RD 5 pEf BTM CHORD DEAD LOAD TO RESIST VAND UPLIFT 10psf BALCONY LIVE LOAD 60 DST STAIRS LIVE LOAD 40 psf WIND� DEAD LOAD SPEED =1 50 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY 11) LIVE LOADS UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS 50psf, PASSENGER VEHICLE GARAGES: 50pf, ROOMS OTHER THAN SLEEPING ROOM: 40pe, SLEEPING ROOMS 30psf, STAIRS: 40PSf SHOP DRAWING REVIEW: SHOP DRAVANGS VALL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWl GS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMI TED WITHOUT REVIEWWILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAVIANGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAV41NGS CHECKED, UNLESS OTHERVASE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FO TINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB�GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMI NED IN ACCORDANCE WITH ASTM D-1 557. TREAT ALL SOIL FOR TERMITE PROTECTION. TH OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFU COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2 500 P I REGULAR WEIGHT FOR FOOTINGS, AND SLA13-ON-GRADE 3:000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED WX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SH&L NOT EXCEED 5'4� PRIOR TO THE ADDITION OF PLASTICIZER. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33fC33M. MAXIMUM AGGREGATE SIZE SHALL BE SO'. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAM S, BEARING WALLS, SOLE P LATE S, TOP PLATES, B RACI ING, LE DGERS, SLOCKI NG, CRIPPLERS, SILLS, ETC, SHALL BE SOUTHERN PINE NO 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS�ON �GROUNID WHERE INDICATED ON ELASTICITY = 1,400.000 PS. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWNGS. SEAMS LAPPED 6 INCHESAND SEALEDWTH ADHESIVETAPE. PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES 8 ILL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT DISODIUM FORM -WORK- CORROBORATE TETRAHEDRAL (DOT) WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0 42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENOED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN WOF HEARTWOOD EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER PBCR 2020,7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING 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. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRIE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM AiO641AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: A I TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2"CHAIRS SPACED T-0" OC, EACH WAY TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR S RESS-GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 4D I N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A61 5 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVI EW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 25" #6 BAR 36" *5 BAR 30" #7 BAR 42" PROVIDE 36'x 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDIT1014AL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT�DIPPED GALVANIZED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-1 4, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION., AND "BCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W UL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIUASCE 7 88 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MIN IMU M 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 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 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 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL P ROV DE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: P LANSHOWING OMPONENT 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. "SPECIFICATION MASONRY STRUCTURES" JMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f� = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT RUNN NO BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE 13EAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR INAVALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W1 A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M Py = 36 kSi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A50WA506M, GRADE B, Fy = 48 W. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE B, TYPE E OR S, Fy 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. A CHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF4HE-NUT METHOD. CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING TRANSPORTING ' ALL ANCHOR BOLTS SHALL BE GALVANI ZED STEEL. J-BOLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME TAWED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FR6� WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THEREISA ELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EX SED TO EARTH ANDIOR WEATHER 1 -10 FOR 05 AND SMALLER TFOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314* FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS F—A R C N I T E C T 8 -1 6 lxsi Wn G r abuspO.!_ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 [a. F'suaDiv. ac W7,;l SILVERADO LOT #3 BLK #10 Plt0jzcT# 03719.001-03101 MODET- "2045-IJWANA7 GAItAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. rpr.tn,rr -1 DATE: 08/18/21 scALE: 1/4"=l'-O" SHEET SN1 FASCIA WOOD BOARD BY OTHERS TRIM NAIL INSTALLED THROUGH STAPLESINSTALLED- FASCIA @ 16" O.C. M THRU SOFFIT AND J-CHANNEL AT NAIL STAPLES INSTALLED SOFFIT HEM AND IN VALLEYS THRU SOFFITAT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO (2) FASCIA-/ 7 J-CHPNNELQ (Z)WOOD) IN J-CHANNEL --cl i" MAX. SLOT nFTAII A VA6UIA STAPLES INSTALLED @ 12" D.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 1T O.C. MAX. (INTO CONCRETE/MASONRY) J' MAX: nl=TAII n J-CHANNEL FASCIA 2X2 WOOD BATTEN @ 1 TAPLESINSTALLED (2) THRU SOFFIT AND i-CHANNEL AT NAIL HEM AND IN VALLEYS �/_#8XW WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. D.C. EL@ STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS SOFFIT--' J-CHANNEL- f, nF=TAII I= J-GHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION ----SPAN'L'-------"_ I­SPAN'Ll-� SEE DETAIL'N---' SEE DETAIL 'E" EAVE CROSS-SECTION SINGLE SPAN W/J-CHMNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END 0 EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEI) SEE DETAIL'D'— SEE DETAIL E-- — EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END m BATTEN STRIP ANCHOR @ 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOI BY OTHER 2-1/4" EMB. WOOD BATTEN T-­SOFFIT(D _11�J-CHANNEL @ DETAIL B j'MAX--c- -a- J-CHANNEL FASCIA @ BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS &X2 WOOD BATTEN WOOD 13ATTEN @ (DSOFFIT__�_l__ ----I /-INSTALLATION SCREW, J-CHANNEL- VBATTEN ATTCHMENT FASTENER SPACED 24" Q MAX O.C. ,,,-STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL J-CHANNEL @ SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) TRUSS/JOIST/RAFTER BY OTHER INSTALLATION SCREW, 2�-1 /4" BATTEN ATTCHMENT EMB. FASTENER SPACED 24" MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ IT O,C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. mj, 3.519 EAVE WIDTH 375 2--3.66— (ROOF .4 3.625— —3.625 -TF OVERHANG) 4 1 u V-4 -j .08 .03 12 "-CONCRETE; CMU OR WOOD v (NOTEA) DETAILA 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 11 I F-A R C N I T E C T 5 G r aDe I n osO.. L441 N. RONALD REAGAN BLVD. 'E LONGWOOD, FL 32760 PH: 407-774;-6078 4 FAX: 407-7744078 '4 www�,bdesigngroup.com 6 #:0003325J 'i� 04 [ rq 62 0 F-BUDDIV. ac mm7o,*1 SILVERADO LOT #3 BLK #10 PROJECT# 03719.001-03101 MODZI. "2045-LANTANA" GARAGE OWING: RIGHT PAGE: SOFFIT DETAILS t..150 MPH EXP. Bj n 1. aX ki�:'l r-pptINT DATE: 08/18/21 SCALE: 1/4"=1'-0" SHEET SD1 a ubo 4 A V.