Loading...
HomeMy WebLinkAbout7383 Steer Blade DrJJ 2045-LANTANA99 FOR:��° BORHORTON aV p� et P 12602 TELECOM [DRIVE, TAMPA, FL 33637 7el= (813) 740-9720 Pax= (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -g1,D M B COX g¢mgNTW, ABV ABOVE NAV. LAVATORY DATE DESCRIPTION '� ' ( ) -AM LOM AND STATE CODES AA/CD ALT. ALE. AIRCONDITIONINGMC. ADJUSTABLE ALTERNATE MC. MIN LUMINOUS MEDICINE CABINET MINIMUM TURIIt O6/24/19 ADD 150—C ENGINEERMG ARCHITECTURAL SHEET DESCRIPTION Oq/p,4/19 ADDED PENDENT LIGHTING AT RiICID:N DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 -OCCUPANCY - RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC HIND SPEED - VUlt=150 MPH BDD.. CL CAB. CLG ct.R BOARD CENTER IIJE CABINET CEILING CLEAR MT MTL MIL- NT.S o.c. METAL THRESHOLD MOUNTED METAL ONOT TO N ox CENTER PG CI -COVER SHEET PG GN-GENERAL NOTES PG Ai -FILER PLAN PG A2F-ELEVATION "F" FRONT &REAR 07/24/19 ADDED STONE CAP NOTE ON FRONT ELEVATION io/ot/le ADDED I50-D FROM ENGINEER to/It/lR UPDATED >m LIGHTS PSR D.R. RORFON Lp/$/10 UPDATED REPARATE ELOTIUCAL DETAILS PER D.R. HORTON EEL: (813) 740-9720 FAX: (813) 740-9715 Vasd=116 MPH -EXPOSURE - B -1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CONC. CPT. C.T. D. DBE CONCRETE CARPET CERAMIC TILE DRYER DOUBLE PL P.B PH. PLT. PLYWD PR. PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG A3F-ELEVATION "F" LEFT & RIGHT PG Ei-ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Mi-MECHANICAL PLAN 12/04/10 UPDATED THE HOWSON CONVERHION FROM IHIP os/19/eo ADDED 160-C FROM ENGD°r� 01/04/9I MADE RMUNR CHANGES FROM ENG. FOR 2080 CODE CHANGE AND STATE CODES DG, DIA, IN DISP. DP. DR D.s. DTL. D.W EA. ELEV. EQ. DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL P.T. R. RAD RAG REF, RM. PO. S.C. SD. SH SHT. PRESSURE TREATED RISER RADIUS RETURN AIR GRILL. REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SHETECTOR SINGLEHUNG SIFT PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WA11 ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAB-WALL ASSEMBLY DETAILS of/04/E+ RRPATRED XIM FOR THE 2M FDC -STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA + SQ.FT. CALC. S AR No. 93723 EXT EXT. FOIFX. EXHAUST EXTERIOR FIXEDGLASS SHTH&WR_ sHWLL SIM. SHOWER R' sxowER SIMILAR A.B. DESIGN GROUP, LLC. LIYMCs 2045 �' FT. GARAa 454 SO. FT. FG. FIN. FLR. FUEL GAS FINISH FLOOR SL. SL. GL. STD. SLIDING SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. ENTRY 35 Sa FT. FLUOR. FLUORESCENT SWS SHEARWALL LONGWOOD, FLORIDA 32750 COVERED LANAI 221 Sa FT. FrR FRENCH C DOOR TEMP SECTION SDGAss Tel: (407) 774-6078 TOTAL 2155 SO. FT. CAR DISP GARBAGE DISPOSAL. TO.C. TOP OF CURB Fax: (407) 774-4078 G.F.I. GL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS GLASS T.OP. T YP. TYR TOP OF PLATE TOP TYPICAL STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS GYP. BD GYPSUMBOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE 'HHR HOLLOW ` W. VAPORPROOFPG HOT, OR HIT HEIGHT W, WITH INSUL. INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. NT. INTERIOR /H WI. WATER WROUGHT IRON PG S2-IdF'P BEAM PLAN PG S2.IA-DETAILS PG S3-FRAMING PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE PG S31A-DETAILS j PG S3.IB-DETAILS PG S3.1C-ENTRY DETAILS PG SNI -DETAILS PG SD -SOFFIT DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPDRAWECTS OF THESET NSTRUCTION BASED ON A R C N I T E C T E 6 Ggn rou l IH0. 41 N. RONALD RUGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003325 i b a a SUBDIV. ae I SILVERADO LOT #22 BLK #14 PROJfECT# 03719.001-22141 MODEL. "2045-LANTANe GARAGE STfMG: RIGHT PAGE COVER SHEET 50 MPH GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY I 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. SRE WDRK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R30Z5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'l: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH W 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. 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 FN ISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, T/e' 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-CIO63 -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 CEKJM 1. EXTERIOR CEILING TO BE 1/2"GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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) R703.1.21.1 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 R Grou n 41 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 w M y b x a b c R STUIBDIV. Nlc LOT•. SILVERADO LOT #22 BLK #14 PROJECT* 03719.001-22141 MODEL.• "2W-IMANA" GARAGE OWING: RIGHT PAGE: GENERAL NOTES 50 PH E . A rsvrra- 03/02/21 DATE: SCALE: 1/4"=1'-0" SHEET GN _ - - MUM IN l► wArl Or;Af ollo I I IRIo oINRRRIIRRRRRRfo.000 -TY- - p. BEDROOM I �'. TRAY CL&-_ TO Iv-v AI = i i � 50T OF 0 ��IRRRRRIIo o11RNRRRIo;Ip i��''�" ' T T oi,oI1RRR1� 0 - - - p DMG '1/ I �o - KriumNo 1 /� mo o E.::IJDI�1• - - - -mm - - - \ - - of 1 �I►' 1/ -- PLUMB - p ----FOYER 09991, - _ - im o Jio l�_,��,� GARAGE =I _. io 7101 Mumn '. Ism - - - �INRRRRNI��oIIRRRRRRIfo 2'-0' HIS EXTERIOR MASONRY WALL BRG. HEIGHTS 9'® SQ.FT. CALL. S LIVING 2045 SQ FT. GARAGE 454 SQ FT. ENTRY 35 SQ FT. COVERED LANAI 221 Sa FT, TOTAL 2155 8O. FT. FLOOR PLAN NOTES II - ALL DIMENSIONS ARE FROM FACE OF T V BLOCK WALL (OR EDGE OF FLOOR GLAD) TO FACE OF WALL STIR UNO. - ALL INTERIOR WALLS ARE 311' UND. - DRYER VENTED THROUGH ROOF (VM,, NOT SCREENED. AIR COMPRESSOR SET ON 44X44' POURED OONC. PAD. PAD MGM 6' FROM EDGE OF STRUCTURE. - BEE SWEET ON FOR GENERAL AND STANDARD BUILDWS NOTES. - ALL HADITABLE BOOING i0 NAVE ARC FAIAi CIROUR MTEI7RIP(ER ALL RILL FIEIC.HT BLOCK WALLS BETWEEN FILLED CELLS WRNOUT OPENINGS ARE SWEAR WALLS. TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xI2' SQUARE LATICRETE BY HYDRO BAN. RO. SHALL BE 145' x 14.5'. BOTTOM SHALL BE INSTALLED AT 54' APP. U.N.O. NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP vARIES MATERIAL TO PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX BAR REINFORCING AT ENDS OF PARTITION ARIE KITCHEN Q4 BRACKETS AS IB4SE WALL 9 NECESSARY. 2'X6'X35-I/4' CABINET 'T a LOW WALL i 2'X6' STUDS • Jr., O.C. W/ 1/2' DRYWALL A SCALE: NTS BAR DETAIL FLOOR PLAN SCALE: 1/4' . 1'-0' COIPMWAID CLAMMW DLOWS RAMC NAID E)FOBAE FOR38150MD GANB GNOTWE BM 0WHINDIMO FEW U A►DiWE OOTAE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA SGm MIN. 41 5 23/-25 CRITERIA 16010 O.HD. 112 5 20.1/-22.1 8010 OAD. 56 5 21.6/-21,1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0' PRESSURES HAVE BEEN MODIFIED PER F3CR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONUMDA78 A R C N I T E B T E gn Growl Ina 41 N. RONALD REAGAN BLI LONGWOOD, FL32750 PH: 407-774-8078 FAX 407-7744078 www.abdesigngfoup.com AA #: 0003325 �w y 0 y 4 F StMDIV. & LOT: SILVERADO LOT #22 BLK #14 PROJECT# 03719.001- 22141 MODEL 2045-LANTANA" GARAGE STIIMG: RIGHT PAGE: FLOOR PLAN 5VXPHINP. A NO PUTT 03/02/21 DATE: SCALE: 1/4" SHEET Al=1 _0 5' RAISED STUCCO BAND CRICKET FRIEZE �'-NltDlr_=�7-NNE-N�—_- W 1—� MA ur u� - ! Ills soon lil I o■■■■��= il _ V-4' BRG. HGT4 AREA OF ATTIC = 2755 SO, 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 = .SX 1322.4 PORTION OF ATTIC — 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 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 NEAL FOOT = 661.2 /11.736 OTAL LINEAL FTOF SOFFITVENTING REQUIRED = S6.3395 UNEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) ,SIB'-C' BLDG. HGT. HGT.4 CLG. HGT. 12 a ENTRY 5 --FRIEZE F FRONT ELEVATION TEXTURED FINISH NOTE: WAIL FENESTRATION FLASHING AS PER FBCR R103A STOVE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS SHINGLE ROOF HGT -0' �-- 5' RAISED STUCCO BAND REAR ELEVATION TEXTURED FINISH SVENEER 0'-0' FIN. FLR MIN. 4' GRADE - oV-4 — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I W RAISED STUCCO BAND (TYP) I i I I i I I I I I I I I -----------------------------' ENTRY DETAIL (-A SCALE: 1/4 • I'-0' ---------------------- CORBEL 4 TRIM* I VCORSEL T FOAM ROUND RIM I NSIDE VIEW FRON7 VIEW \ / CORBEL DETAIL A A C N IT E C T i Grou In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com - AA #: 0003325 J t4 h R, m FJ SUDDIV. Sc LOT SILVERADO LOT #22 BLK #14 PROZMCT# 03719.001- 22141 MODffiL- °2045-LANTANA" GAI%AGIC SWWO: RIGHT PAOE: FRONT & REAR ELEVATION •. F•. 50 PH EBj R 6 N I T N C T E 9'-4' BRG. HGT. — +3 FIN. e OFF RIDGE T OFF RIDGE T 12 5 I� 5 OFF RIDGE VENT RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 5 OFF RIDGE VENT OFF RIDGE VENT i � I F-1 e (L io ), +3 — LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS oLNINO' BR's. HGT. 4 CLG. HGT. e ENTRY 9'-4' BRI.s. HGT. FIN. PH: 407-774-078 FAX: 407-774407. www.abdeslgngroup.com AA S: 0003325 y 0 a U O F StMDIV. ae LOT: SILVERADO LOT #22 BLK #14 PROJECTp 03719.001-22141 MODEL' "2045-LANTANA" GARAGE 9WING: RIGHT PAGE: LEFT & RIGHT ELEVATION „F„ 50 MPH ELECTRICAL LEGEND SYM. DESCRIPTION d> TANDARD SWITCH " -WAY 8WITGH .4p -WAY SWITCH 4 IMMER SWITCH I0 BUTTON ISCOMECT l THERMOSTAT INGLE RECEPTACLE (TJ5V/20-AMP INGLE POLE) I0V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED LxTH GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) =so 10V DUPLEX OUTLET (HALF OF OUTLET AIRED TO SWITCH) EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT TERJPTER) IOV QUADPLEX RECEPTACLE ® 101/ DUPLEX RECEPTACLE (FLOOR TED) 20V RECEPTACLE (4 WIRE 7ONNiECTOR) -0 EDICATED RECEPTACLE N-O ALL MOUNTED LIGHT FILING MOUNTED LIGHT } ANT LIGHT LOOD LIGHT IL L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER Sa FT.) 209 BULB LIGHT FIXTURE Anna BULB LNANT FIXTURE Dnaam BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) x OIRECESS LIGHT ELIGHT (VAPOR PROOF) MOUNTED LIGHT WITH J-BOX OPT. FAN nLl�4eNLDING CTRICAL PANEL (FIELD VERIFY ATION) FQ -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) FILING MOUNTED FAN BVENT FAN (I CFM PER SQ. FT-) PHONE JACK FG SMOKE DETECTOR (WALL MOUNTED) DETECTOR (CEILING MOUNTED) TCW MONOXIDE DETEC40CEILING. MOUN) / .IME OPENER TV KORT • LOCATION OF TV J 4 PHONE OUTLET 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL I5 4 20 AMP BRANCH CIRCUITS TO BE AM -- FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FISCR Ith EDITION (2020) 4 NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASI•ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 OFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 'Ith EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR Ith ED l202m)• • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR IT14 ED (2020). • ALL LAMPS SHALL BE SELECTED BT BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBI. ENERGY CONSERVATION (RESIDENTIAL ENERYsY EFFICIENCY) 2020. Ith EDITION R404j FOR MICRO/ HOOD ABOVE OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' I II• I I o I I I I •0 I 1 I F Li LED LIGHTING @ DOUBLE LAV. BATH 1 METER FIELD VERIFY LOC. I I I •o I LED LIGHTING @ SINGLE LAV. POWDER BATH I I-5• I I I I CHI"= I LED LIGHTING @ SINGLE LAV. BATH 2 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP CODE #D2 HOUSE PLAN: 1 2045 IMO DELNEC 2045 ISO, FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 613 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3,OD 1 LAUNDRY CIRCUIT AT 1,50 1 RANGE AT NAMEPLATE RATING OR COOKTOP/OVEN 12,001 1 WATER HEATER 4,Vq 1 DISHWASHER 1, i CLOTHES DRYER 51 1 DISPOSAL 500 1 MICROWAVE 1 1 REF. 1,200 SUBTOTALOF GENERAL LOAD 3653 FIRST 10 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OF GENERAL LOAD AT 40% 26535 IVA.X 0.4 1061 TOTALNET GENERAL LOAD 20,61 4TON HEAT PUMP N128 AMP X 240 VA 672 10 KW ELECTRIC HEAT AT 65% GENERAL LOAD 20,61 44 NEF TOTALHEAT MINET 13220 TOTAL LOAD 33, FUTURE GROWTH 10 % 3393. CALCULATED LOAD FOR SERVICE 37,217 VA/ 240 V= 155 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,ODO @ 70% 8,400 VA DRYER: 5,000@ 70% 3,500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489/240= 78 A I2 AL MI NIMUM NEUTRAL CONDUCTOR. PROVIDE 3 2/O CLt 1 ti CU CND 2" CONDUIT OR PROVIDE 3 410 AL, 1 V AL CIND N 2" CONDUIT. (CONDUIT TO TERMINATE MOVE SOFFIT • OVERiANYG) 200 AMP ELECTRICAL RISER NOT TO SCALE. Campt4L Node, COMCNATION 700 AMP A ELECTRICAL MATERIALS AND NSTALLATIONS SERVICE 120/240 VOLT SHALL COMPLY WITH ELECTRICAL PROV181" or M DULCON ECT 1 PNABE THE PJyCR TTH EDITION (2020). LOCAL CODES, AND ELE&IITCTRIC AND A A ALL LOCAL POWR COMPANY RECIUIREYENM. ELECTRIC PANEL METER N NEYL4 B. ALL CONDUCTORS SHALL ISE TYPE TN1NnMM � 3R ENC4106LKE Lt"Ge NOTED OVERUSE POWER C0 PANY TRANSFow ER PROVIDE 200 AMP, 120440 VOLT, I PHASE SECONDARY ELECTRCAL SERVICE PROVIDE 3 2/0 COPPER (CU) N 2" CIA SCHEDULE /O PVC CONDUIT OR PROVIDE 3 WO ALUMN.M (AL) N Y' CIA SCHEDULE 80 PVC CONDUT LI LE88 SERVICE IS PROVIDED BY THE ELECTRC COFPANY. COOI®NATE MTH THE ELECTMC COMPANY PRIOR TO BID. mErr10NE Y IGUMIENT MBLeA'" NtERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE CROWD COFNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF FBCR TTNI EDITION l2020) SW* CIA X e FT LONG COPPER CLAD 61oOU D ROD A R C N I T E C T 8 6 Groul gn Ln4o .n LONGWOOD, FL 32750 �• V PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA 1#: 0003325 h L ao t� h D F IA 9UBDIV. de LOT SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODEL "2045-UNTANA" GARAGE 91RMG: RIGHT PAGE: ELECTRICAL PLAN 50 MPH W. DA E 03/02/21 SCALE: 1/4"=1'-0" S*MET E1 HI PLUMBING PLAN SCALE: 1/4' " I'-0' ■ 2 •�I VTR��' �1I/2' i1/2 �( KITCHEN I �.�I1/2' I SwI i i I II / /1 AUTO I I 9HUJR I 2'PENT L v. I2'"'V 3, I 3• 1 I LAV. I I PRE - WASHER pL{�Mg LT 2' Prr-- 3' VTR , LAV 2' I I CO 1 IR' 4' TUB/ I TO SHWR I �. .,. MAIN PLUMBING RISER A R C N I T E C T E 6 Grouo�� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W h 14 Lo V AQ O R V O sF 9 SL7mm & LAT: SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODICI- "2045-LANTANA° GARAGE SIFMC3: RIGHT PAGE: PLUMBING PLAN 50 H =1 " N' 03/02/21 DATE: SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SMALL 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 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC lTH 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, SHOUERS, 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. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL L HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RE00"112NDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. R. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTEr ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC RIOR WALL PLENUMETURN ON AND LIQUID AIR SUPPLYIGERANT LINES AIR HANDLERRIOR iuMECHANICAL WALL VC CONDENSATE DRAM LINE EvAP. TRAYSLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYP. ) N LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN N: LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL SECURE STRAP TO GONG. W/ (2)-3/I6'X2' TAPCONS CONDENSER rllR SIMPOON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT W/ (2) GSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVMG SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (g)EXT. GROUND CLEAN -OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4' " 1'-0' ■ A R C N I T E C T i 6 Grow In L441 N. RONALD REAGAN 8LVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abdesigngroup.mm AA #: 0003325 dl L4 b R v O eF C Summv. & L.OT: SILVERADO LOT #22 BLK #14 PROJECT* 03719.001-22141 MODEX. "2045-LANTANA" GARAGE 8lnNC;: RIGHT PAGE: MECHANICAL PLAN 50 MPH 1N PR"4T 03/02/21 DATE: SCALE: 1/4"=1'-0" SHEET M1 IF ppEEqq�FFLLR� 2X4 TOP PLATE PLC PRE-FAB TRUSS 1/2' CL.G. BOARD 1/2' DRYWALL 1 SECURE ST. — PLATE To SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX 1 FIN. FLR 2x4 WOOD STUDS •24. or_ SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. D1 SCALE. 3/4'.1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 5M.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM . SOLID GROUT W/ (1)- B (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.1'-C' 5/8' GYPSUM 'ARI OR 112' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. OH. R-4.1 INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.G. 8' cm 1/2• GYP. U1-. BD.� WOOD BASE — 0'-0• FIN. FLR _1 a . a n W/ WINDOW OPENING ei FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ i. 0� B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR r4__-�1—STORY HIP BLOCK WALL 4R112, Ag2)'L-AYER2UNDERLAYMENT D1 SCALE: 3/4'.r-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE Iv. OR ASTM D 6151 eo � rorto.s ue 28 GAS LINE THRU BLOCK �cua rr— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS -I A �, neAcx—___� - `* on myNe.» Go 6T ERJ! s GARAGE DOOR JAMBS D1 SCALE: _2X4 SPF 24' O.C. MAXI SECURE UU/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGA PER STRUCTURAL DETAILS nx PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER;/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES .PER ELEVATION 5/S' GYPSUM BOARD OR 1/2' HIGW STRENGTH CLG. BOARD IR' THICK, 2 COATS/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'.0' FIN. FLR d e e cm ,a n W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ux2 P.T. FURRING STRIPS • 24' O.C. IF2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS l� 0'-0' FIN. FLR L4' B TYP. WALL SECTION OPG 5 1—STORY GABLE BLOCK WALL D1 SCALE: 3/4'.I'-0' A N C N I T E C T i Gr Design ,. LONGWOOD, FL 32750 ._ PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J Ni h a 0 a V yh 4 eti C SU13DIV. a: LOT SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODEL' °2045—UNTANA" GARAGE SWMG: RIGHT PAGE. DETAILS 50 MPH TOP: 2X4. P.T. • CENTER OF DOOR HEADER SECURED UV (V 1,12' X V J-BOLT W/ 4' MK EMBEDMENT WV 2' X 2- X IW WASHER 4 NUT OR (2) IR• X 6' ANCMDR BOLTS WV 4'MK EMBEDMENT W 2'X2'X Va' ASWER4NUT- -SECURE 2.4 01 FLAT TO OLK W(MASONRY NAILS. ILV r.'2' X DOOR BUCK ANCHOR M UI/ - VT' X O' DOOR SUCK ANCHOR BOLTS. W/ 4' MK CMBEDF•IBJT. LL1 2- X 2' X Va' WAGNER 4 MUT. (0 WITHIN V OP TOP, (U WITHIN a' OF THE SIM, (3) EVENLY SPACED. W� IO"r NOTES: ALL ANCAORS SMALL BE N ACCORDANCE TO MANFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STIRINGlNT GARAGE DOOR 1 BUCK ATTACHMENT e' cm 1/2' DRYWALL b14 P.T. OR 5/4x4' MK SECURE TWW FRAME 4 Ix4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPGONS DOOR C-49w. (MK NK SHASIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1-V4' WITHIN e' OF EACH END DOOR JAMB OR WINDOW 4 WOL. MAX SPACING ATTACH TO 2X PER MANFACTLIRES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" oww !T TO BLOCK +3/4" OR +5/4" 2X4, SECURE TO BLOCK W/ 3/I6' TAPOONS MK SHRANK SIZE Joe MR MEAD SIZE 300 MR EMBEDMENT I 1/4') WITHIN a' OP EACH END 4 W'Or— MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/I6' TAPCONS MR SHANK SIZE 345 MK HEAD SIZE 3" MK EMBEDMENT 1 114') WITHIN III, OF EACH ETD a' CPU 4 b' OG. MAX SPACING. VY DRYWALL 2X8. ® I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/I6' TAPCONS DOOR CASING MK SWANK. SIZE JN MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') WITHIN a' OF EACH END 4 b' O.C. MAX DOOR JAMB OR WINDOW SIPAC�' ATTACH TO 2X PER MAWFACTURE6 DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" /e1MLINDOII TO BLACK +1 1/2" 2X4. 90 SECURE TO BLOCK W/ 3/16-TAPCONS MK SHANK SIZE JO MR WAD 812E 300 MR EMBEDMENT 1 1/49 WITHIN a' OF EACH END 4 b• OL. MAX SPACING. 2Xb. SECURE TO BLOCK W(2) 3A6' TAPCONS MK SHRINK SIZE J48 MK MEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN 6' OF EACH END a' CM7N 4 b' 0): MAX 8PACNG. 112' DRYWALL 2XS: ❑ SECURE TO BLOCK Ix4• WK2) 3/16' TAPCONS P.T. NAILER (MK SWANK SIZE 145 1/16. OB15. X 4' MK MK MEAD SIZE 300 MIK EMBEDMENT I V4') DOOR CASING WITHIN a' OF EACH END SPACING DOOR JAMB OR WIDOW ATTACH TO 2X PER MANFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAM® TO BLOCK +1 15/18" @mOB TO BLOCK +1 15/IB" 2X4: SEGUE TO BLOCK W 3/16' TAPGON8 MR SHRANK SIZE J45 MK HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN a• OF EACH END 4 W OL. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ZXb. ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK TMROUGN NON-STRUCTURAL WK2) 3/16' TAPCONB 3/b' TAPCON MR 1.1/4' (MR SWANK SIZE J45 EMBEDMENT INTO BLOCK MK MEAD SIZE 300 MR EMBEDMENT 1 V4') WIT14 IN VOF EACH END a' cm 4 V Or- MAX SPACING. IR• DRYWALL 2Xa, ® ❑ SECURE TO BLOCK Ix4' WK2) 3/16' TAPGONS P.T. NAILER MR 84ANK SIZE J48 DOOR CASING. MR MEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN a' OF EACH END 4 W Or- MAX SPACIGs DOOR JAM OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" n1IDVD011 TO BLOCK +2 1/4" 2X4: SECURE TO BLOCK VMS' TAPCONS (MK SMANC SIZE J45 MK MEAD SIZE 300 MK EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 2X6. CIO SECURE TO BLOCK WK2) 3/I6' TAFCCNS MK SWANK SIZE Joe MK MEAD SIZE 300 MR EMBEDMENT 1 1/49 WITHIN VOF EACH END a• OMU 4 W OL. MAX SPACING. IR' DRYWALL 2X6 ❑ SECURE TO BLOCK I— WK2) 3A6' TAPCONS P.T. NAILER (MK SHANK SIZE JO DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 9' OF EACH END 4 W OZ, MAX SP''CINGL DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" @mw Tn ATJL(K +3" 2X4: SECURE TO BLOCK W/ 3/16' TAPCONS (MK SNMK SIZE J45 MR MEAD SIZE 300 MR EMBEDMENT 1 1/47 WITHIN W OF EACH END 4 10' OL. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TFBOLOW NON-BTRUCTURAI. WK2) 3/16' TAPCONS 3Ab' TAPCON MR 1-1/4• MK 814AW SIZE J45 EMIBEDMEMT INTO BLOCK MK MEAD SIZE 300 MK B'BEDI'IE IT 1 V4') a. cmWITHIN 8' OF EACH END 4 b' O.C. MAX SPACING. 112• DRYWALL 2XS: 1=1 I'X4' SECURE TO BLOCK PT. NAILER WK2) 3/16' TAPCCND MR SHANK SIZE J48 DOOR t.ASINCs MK MEAD SIZE 300 MK EMBEDMENT 1 V4') WITHIN a' OP EACH END 4 b" O.G MAX SPACING. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK21Rd WITHIN a' OF EAGM END 4 6' TO b' O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" /la�nna Tn utnrr +c" 2X4, Ila SECURE TO BLOCK W/ 1/4' TAPCONS (MK SHAM. SIZE J48 MK MEAD SIZE 300 MK EMBEDI'ENIT 1 1/49 WITHIN a' OF EACH END 4 18' OL. MAX SPACING. 2Xb: CM SECURE TO BLOCK W(2) 1/4' TAPGOM MK SHANK SIZE J4S MK MEAD SIZE 300 MK EMBEDMENT 1 1/49 WITMN S' OF EACH END 4 W 0C, MAX 8PACING. 2Xa. 1 SECURE TO BLOCK WK2) 1/4' TAPCONS (MK SHANK SIZE J45 MK HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 IS' OL. MAX SPACING e' cm ❑ IR' DRYWALL Ix4 P.T. NAILER IA6' OAM X 4' MK r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLACK +3 7/16" �11IINDOlI TO BLOCK +3 7/18" 2X4: SECURE TO BLOCK W/ VA' TAPC40M (MK SMA K SIZE 345 MR MEAD SIZE 300 MR EMBEDMENT 1 1/49 WIT14N a' OF EACH END 4 W C.C. MAX SPACING. 2X6. SECURE TO BLOCK WK2) V4• TAPCONS MR SHANK SIZE J45 MK MEAD SIZE 300 MK EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 W OG. MAX SPACING. 2Xa. BELIE TO BLOCK WW2) V4' TAPCONS MR SWANK SIZE J45 MK MEAD SIZE 300 MR EMBEDMENT 1 1/47 WITHIN W OF EACH END 4 18' OL, MAX SPACING.. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TMROUGN NON-STRUCTURAL 3AW TAPGON MR 1-1,14' EMBEDMENT INTO BLOCK lI_A e' cm V2' DRYWALL ❑ Ix4' P.T. WAILER rl — I•P.T.X 4' HIM. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN FACTURE& DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR LAMB TO BLACK +3 3/4" /11RNDOlf TO BLACK +3 3/4" A R C N I T E C T 8 6 Desi$n GrouP. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com L AA 8: 0003325 rZrF W 0 O R SU13DIV. & LAY: SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODEL: "2045-UNTANA" OARAGE SVrMG: RIGHT PAGE: DETAILS 50 PH EXP. 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 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13877-8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.7 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 STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/20Z3 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/20ZI 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCE. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCES ROOFING ROOFTILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 1Z/31/2029 16503.2 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/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-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS Z020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCE CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCE CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'0 EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 22/31/2021 10758-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15226-RS OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/7,021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBUt 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS 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 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: OZ/25/2021 A N C N I T E C T S Des0...n Grou 41 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngmup.com AA #: 0003325 d h 0 a V W c eF G J3UISIDIV. Sc LOTil SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODELi "2045-UNTANA" GARAGE STUNG: RIGHT PAGE: PRODUCT APPROVAL LISTI 50 MPH INSTALL FASTENERS (CLIPS, ARGNITEBT>f NOTE: 6TRAP6, STAPLES) A6 APPROVED BUILDING WRAP REQUIRED TO SECURE SHALL BE LAPPED A MINIMUM OF PIPE/ UM TO FRAMRNG 61 • VERTICAL LAPS (ROLL WPIS ENDS) 4 6' s HORIZONTAL LAPS, LAYER 1 STUCCO ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I• STUCCOWRAP WTH FORTIBER SHEATHING TAPE ulRe LAYER 4, FORTFbER PRX�oRrED cONTRoI JOINT i — — r THICK 3 COAT CEMENT / \ BUILDING PAPER METAL FLANGE a CONTROL JONre t \ PLASTER / \ W.W SELFADHERING ME3"IBRANE BE ORED TIED TO LATH • 9' UM LAYER 4, FORTFIBER / \ FLASNUNG EVER MEMBRANE Grou' IX1R SELF -ADHERING I'IET'IBRAlE O. MAX (VERT.A NOTE, DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO / r I'Ial LAP • reru. unI \ R-ASNINIG OVER APPROVED WALL EVEN F STUD EXISTS HOUSE WRAP. 1441 N. RONALD REAGAN BLVD. BEYOND EXCEPT STAPLES UV APPROVED METAL LATH ' TO txTEtJD ONTO NAPE LONGWOOD, FL 32750 e%, LEG MAY ME USED TO mm CONTROL JOINT 7EN'IP AT SUPPORTS 8 lVERTJ OO. MAX PH: 407-7746078 f X X X X ' 47c4' SELF -ADHERING MEMBRANE _ FLASHING OVER APPROVED FAX: 407-774A078 X X X H011SE UN:ATP, www.abdesigngroup.com DURING INSTALLATION WRB LAYER PL PLASFRINt. TO EXTEND ONTO PIPE FASTENERS TO BE OF STUCCO WRAP METAL LATH AIL #: 0003325 • 1• OO. MAX YERTK.ALLYIT WOOD SREATHINNG ' LLI® LAYER •1, I Y tNIpC 3 COAT c.ET'RErrr 11L' CONt. BEAD OF SEALANT STUCCO WRAP PLASTER INSTALL APPROVED HOU6ELLRAP AIR METAL LATH INFILTRATION BAIOUER OVER ° 9�'e.ri'.u. ` %. s• rrci PAPen r / I UM LAYER -2. F0RT198ER 8NE41HPG • '�' WRS LAYER a, FORTFIEER BUILDING PAPER ELASTOSH (SE COATING OVER STUCCO/ \ ��� PAPER / USES LAYER'S QV. FNSFI (SEE tYP uLALL SECTION) 6TUCG0 WRAP YToT vw rEa I SMALL • • WOOD sATHINrBECpro SECTION PER SECTION TI4ROUfi4 taITIN L w womsbft JOINTS BUT SHALL \ E� BE STOPPED AND ah.11 r of with th. application cement plaabr TIED AT EACH SIDE shall comply with the C96 PROVIDE 2X4 BLOCKING �aquirementa of ASTM C 928-18b. PER A,em CR069 \ r nN LAyu PLACED FLAT MAX. 6' TO 6' LAP• t• o.ER Installation of exmrior lathing and flaming \ FROM CONTROL JOINT WHEN ALL LOP Shall mmply with ASTM C 1063-19a, � CONTROL JOINT FALLS ON or ASTM 1767. L FASTENERS FOR LATH TO BE NAILS ORS i STRUCTURAL STUD 2 SGALE.II STAPLES IN COMPLIANCE UY ASTM OW63 2. IUIRE TIES TO BE (NO. S) CAT415' WIRE / ` — 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN \ 47L4' SELF-ADFERMJr MEMBRANE 6 FLASHING (COMPATIBLE W/ HOUSE VERTICAL LATH UkAPMATERRAL)OVER v' APPROVED HOUSE YRAP `�- 6 w 0 h C eF C & PAPER DETAIL FX•�X� To �� QNTE PPS � ;� ''� WOOD 67I106 1. OR LE66 PIPE 6 .6' SELF-ADNER lNG MEMBRANE NE1..� PETRATION FL46NNG (COMPATIBLE UM HOUSE . SHEATHING. MATERIALSELF-AANERNG)MEMBRAAEOVER Nam SIDE LAPS OF METAL FLASHM OVER APPROVED .� WRAP. PLASTER BASES SMALL HOUSE BE SECURED TO BUILDING '._ w. TO IXi@ID ONTO PIPE 1 Ili" TYPE CONTROL JOINT � nEY SHALL BE TIED PAPER O , BETWEEN SUPPORTS ar WITH Om4T6-IN. (121-MAP) STUCCO X' LAP • u.w CUT AND OVERLAP ONE SIDE OF WIIUE AT INTERVALS NOT r LAP .PAPER SELF-ADNERINC MEMBRANE �1I� MORE THAN9' (229-M'T). FLASHING CUT AND OVERLAP ONE SIDE OF rJ AS PER ASTM CI063. Q���p 6� �• ��p SELF -ADHERING MEMBRANE O L—lNl •PT.A O lFOLD—a—A STEP M STEP 02 FLASHING Oro-e Kx aaweIC KO T FOR REPAIR OF TEARS p •n.® ®DETAILINWRIS LAYERS, TEARS HORIZONTAL LATH PIPE PENETRATION DETAIL (FRAME) ■ ■� MAY BE PATC 4M & PAPER DETAIL 3A UYHOUSE WRAP TAPE ` PER MANIF. SPED. OR N.T.S. D PEEL a orcK WOOD SHEATHING OL FOLD NXMIC . O L roLD XiWp . Pr. A ; t� OR CMU IK. A cte:nae . Pr. e WR5 LAYER 01, x I cfcAM • n O • cXsnaE • ^. D STUCCO WRAP (FRAME ONLY) a T"ILL l Pr. COVER PT. PT.O TOUCH" ®�~ AMW ® THICK 3 GOAT CEMENT PLASTER (FRAME),1/2'' 2 GOAT T �y �, T CEMENT PLASTERER(GMU) L 1�1— 1\VI METAL LATH (FRAME ONLY) ® aLAP wR5 < TAPE OVER DRAINACxE PLANE (WRB • ROOF/WALL SCREED PLANeE e,,ang,,, LAYER #I, STUCCO WRAP) RRAL POW.122 Y THid, 3 COAT CEMENT ? 5'X5' 'L' TYPE CONTINUOUS -- - — - — - TER �T l COUNT PASIMXW GALV. Wx — — ? (NAIL TO ROOF DECK, NOT BUILDING PAPER) WI® LAYER 4. FORTFIeER t11 BWLDNG PAPER�naA caLY) WALL SHEATHING) UPS LAYER% CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X 6TUCcoWRAP PRacwa» INSTALL WITH ROOF CEMENT SuDDIV. Se LOT. SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODEL.• 2045-LANTANe GARAGE SMIIdG: RIGHT PAGE: WALL ASSEMBLY 4 AILS 5H MR. L LAP LAYM OP OULLDNG URAP PIOit XMLL.146 R.ANV_ STOP CHILY) STUCCO L6ffMLL PLAIN"\ \I I ROOF CEMENT ROOF PER ELEVATIONS WOOD OR i/161I ZIP WALL XODC-ORRAEFNi3(EB i i— SHEATHING MAR SELF-ADHESIVE FLASHING NOTE: --fu.,ea METAL LATH: LATH TO BE PER SECTION FRT INpE16AYMBXTTIONI ElAL (eeo aE E0.DR°��M^, R-f03.7.1 / ASTM C-541-14a, MIN. 2.5 LBS. P 03/02/21 INOTe. wTa.L fclDrnrt DATE: °'t"°"R°'"° WL"°I"'° °°a�'R°°F' PER 5Q. YARD (UTILITY OR NOMINAL scALE:1/4"=V-0'• DIED MGM woa4P u `"'°m° LATH DOES NOT MEET 5PEGIFICATIONS) SHEET PAEC41 ER.P "`A' yTM• °�~° " L" FLASHING /� WA 1 INSTALL b' SELF -ADHERING MEMBRANE R-AS14MG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEr&OCE OF FLAS14MG TO BE: L BOTTOM. 2. SIDES- 3. TOP VENT CAP IS TO BE SET IN BED �:..;.r: • OF SEALANT AT TOP AND -_. SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. �X^ E-Z BEAD ALL AROUND VENT-APPLY SEALANT ALL 1 iX. JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD i � NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ys' CAULKING • JOINT I I ALL AROUND PER SECTION R703.7 Edador 1161111ing and plastaft BACKER ROD I Exterior use of portland cement plaster shall comply with the application '.x. requirements of ASTM C 926-18b. 1 (X Installation of exterior lathing and framing 1r��IXI �. shall comply with ASTM C 1063-19a, or ASTM 1787. WIRE, LAYER -1,. I` STUCCO WRAP - • HOODED VENT THICK 3 COAT CEMENT I, PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER UJOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER I, STUCCO WRAP LA___._ IFIBER BUILDING PAPER wOov CONSTUCTION —METAL LATH v Cm VINYL CASING BEAD W RAISED BAND NI' TO V MID -WALL UJEEP 25["�FI'] 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-64-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH W SELF ADHESIVE OVER TOP t SIDES FLASHING UNIT PIREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE TWROUGN / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANLP. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: KTS. ELEC. METEF VERIFY LO .2riCH I C/ RCG_C I VC STUCCO SCRATCH COAT d 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WR8 LAYER 'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED - ' 4::� WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEA APPROVED HOUSEWRAP BELOW CUT SUCH THAT—.....- 9 NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE WOOD SHEATHING LAYER 'I, STUCCO- WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH UJOOD 0"TRUCTION �y�FMISH • DD FASTEN TO WOOD STRUCTURAL MEMBER • T OC. MAX a IEETPO SCM L 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V "41814 • MASG%Wr HORIZONTAL WEEP SCREED (FRAME TO BLOCK) APPLY E-Z BEAD OVER 6m MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 03 P3, WRB LAYER *I, STUCCO WRAP WRB LAYER 61, STUCCO WRAP APPLY b0 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APIROVED L t i HOUSEWRAP . WRB LAYER 02, FORTIFIBER IBUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH MA STEP 05 STEP #� l 9) ELECTRICAL RECEPTACLE A E C N 1 T E C T I 6 Groui In c. 41 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdeslgngroup.com AA #: 0003325 d z �l L4 to 0 h 0 F 9uBDIV. Ae LOT: SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODEIU "2045-UNTANA" GARAGE 9MING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH XP. WOOD 8H CONSTRUCTION 11i HAT CHANNEL ' TYPE 'X' DRYWALL LUX�OD SHEATHING WRB LAYER 1, —� STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER WRB LAYER 1, STUCCO WRAP AMICO AM66-WRUC-1SV CUSTOM CASING BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOA DTL. P CANT. SCALE= I V2'•I'-0' EXt. WOOD FUMED _,, WRB LAYER 1, 9IIB-FLOOR DECKING STUCCO WRAP WRB LAYER 42, FMIF15ER PRE-ENG:'D TRUES BUILDING PAPER i' THICK, 3 COAT CEMENT WEATHER RESISTIVE BARRIER 1 PLASTER WEATHER RESISTIVE. 6' SAF. • TOP OF WEEP SCREED BARRIER 4 TO 8-EATWM BEHND WEEP SCREED j�ICNT 3 COAT CEMB 4' POSITIVE DRAIN WEEP METAL LATH SCREED -- --- WOOD SHEAT14M— 6' SELF-ADIEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO 6HEATWNG BELOW —WRB LAYER 1, STUCCO WRAP — WRB LAYER 4, FORTIFIBER BUILDING PAPER • CORNER OF W 4' I°08ITIVE DRAM „CFP fYDEEn NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3!4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 VINYL CASING BEAD i' THICK, 3 GOAT CEMENT PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT i (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASINCs BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON ' WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 4 D YMYLM-OAf }' THICK, 3 COAT CEMENT PLASTER 5/8' TYPEL METAL LATHIWTEXTURE WOOD SHEATHINGFINISH ]' THICK 3NT HEADER/BEAM PLASTER VINYL D VINYL CORP. 4' VINYLD POSITIVE DRAIN NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION I X' GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — DRY WALL ITHICK 3 COAT CEMENT VNYL CASING BEAD PLASTER V*M CORNER BEAD �,��..ee^ WATER PROOFING let- .V -- M — LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 26 C.A. GALV. PEEL 4 STICMETAL DRIP EDGE K) 8ET N FULL 15ED OF 6' PEEL t D SAF1W01'1 A FROM M STICK •DRIP FACE DRIP EDGE TO FACE TO TRp( DECK —' Yi GAP FOR BACKER I $XI W P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CCW04-Q18 VINYL CASING BEAD WATER PROOFING 4t WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 BARRER'I STICK) WRAPPED FROM WEATHER RESISTIVEBALCONY DECK TO BARRIER 4 CANTILEVER '�'a"+au'^' 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP am FLOOR EDGE NEC)®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF I isw VYs' P.T. OR 61 ULATED SEALANT,)S MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTNUOU6 FACE TO TREX X'GAP FOR vMw, rwnsy. nEd- ROD 4 SEALANT WATER PROOFING lot FINIOW LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHIAM•EL CANTILEVER J' TRIG, 3 COAT CEMENT PLASTER METAL LATH 6/6' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXiURED 4 PANTED WEATHER RESISTIVE FINISH BARRIER 1 WEATHER RESISTIVE J' THICK. 3 COAT CEMENT BARRIER 4 PLASTER wYt r oxen 4' POSITIVE DRAIN WEEP 6CREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 7LUMN SHEATHING FATHER RESISTIVE ARRIER 1 ATTER RESISTIVE ARRIER 4 SAP. \ -EEL 4 STICK I Xt'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT 1 V X 3' 26 GA CsALV. METAL DRIP EDGE SET N FULL BED OF SEALAIT,JS' MRL SPACE FROM DRIP FACE TO TREX \PEEL 4 STIGIC SUB FLOOR �® I )j'XI )S' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS Y4 GAP FOR SEALANT OPT. BACKER ROD. MODIFIED S® 3/4 RESILIENT HAT CHANNEL VINYL CASING 6E.AD S/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER / WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 4 OR OLUMN COLD'N SHEATHING I LEGEND 6' SAP. 'l)Wx3' V RA814ING; DRAINAGE PLANE (WRB FULLY EMBEDDED IN ROOF CZMENT LAYER *I, STUCCO WRAP) I V X 3' 26 GA C"LV. METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER — — — — — SET N FULL BED OF SEALANT,)i' MIN. BUILDING PAPER) SPACE FROM DRIP FACE O TREX olINYL rCASM BEAD METAL LATH x—X—X—x WATER PROOFING lot LAYER (2 LAYER FEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 7/16' ZIP WALL COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINTL GORIER BEAD J / (SHOWN FOR CLARIFICATION OF VIN1'1_ CABWJG SAD Y SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER J' THICK 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHNG • T' OIC. MAX. WRB LAYER 1, STUCCO WRAP :: WOOD SHEATHING; METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER 1TACORNER BEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING ® l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK WR6 LAYER 1, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER\ METAL LATH 1}' THICK, 3 COAT CEMENT PLASTER 6'5ELF-AD4ERINCs— FLASHING WINDOW FLANGE WRB LAYI BUILDING METAL LL k THICK,: PLASTER 6'SELF- FLASHIM DRIP G, WINDOW 15B CASING BEAD (P WINDOW ( FRAME, NO BAND) WOOD SHEATHING i tWRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK 3 COAT CEMENT VIEW FOR PLASTER CLARITY) A R C N I T E C T E Groin 1441 N. RONALD RFAGAN SO LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngmup.com AA #: 0003325 b Z b 0 G iLi J 1ISUSDIV. do LOT SILVERADO LOT #22 BLK #14 P3Ft0ZECT# 03719.001-22141 MODEL' "2045-LMTANA" GARAGE BTTING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH E . YP THICIG 3 COAT CEMENT Y,• GAP TYPINGPLASTER WOOD SHEATHING`ASS BEAD TO TRIM METAL LATH LEGEND T IX TRIM MEMBER WRB LAYER h, STUCCO WRAP • STUCCO SIDING TRANN SITION WRB LAYER 02, FORTIFISER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PAPER LAYER "I, STUCCO WRAP) • SIDING WOOD SHEATHING WRB LAYER 02, FORTIF15ER WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER I WRB LAYER "I, r BUILDING PAPER) ' 3 STUCCO WRAP METAL LATH x—x—x—x METAL LATH !I J' CHICK, 3 COAT CEMENT ,.�. WRB LAYER "2, FORTIFIBER _.... _ STUCCO WRAP LAYER P STUCCO WRAP STUCCO STUCCO WOOD OR 7/16' ZIP WALL SE ' 6iCRc : $ R�uIL_✓IIV{3 rsarcic sELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING x g ! 6' SELF-ADI-IEREMCs SELF-ADHESIVE FLASHING — — — — VINYL ANGLED ` EXPLODED 9' THICK, 3 COAT CEMENT FLASHING OR PEEL < STICK CASING BEAD < ` i VIEW FOR PLASTER CLARITY) SIDING TO STUCCO = 1 CASING BEAD , ;,,,---------------------------------------------------------------------------- --- -- - - - - - _____ DRIP CAP � 18 (CROSS SECTION) PLASTER3 GOAT CEMENT SEALANT WINDOW FLANGE WRB LAYER 01, METAL LATH STUCCO WRAP VINYL ANGLED ` �r� �I I \ASING BEAD r uaooD �� I 1 UJR5 LAYER'2, FORTI IBER • uRsstHER RESISTIVE a • WEARIER i i / i BUILDING PAPER WEATHER RESISTIVE ,� 1 WINDOW FRAME .! I METAL LATH , j■ l x EY; �APerorlo ��\\ 6,�� I / ---�— WRB LAYER 62, FORTIF15ER .. 1 BUILDING PAPER ; m 0 N 0 F FLASHING THICK, 3 COAT CEMENT :` j S•' L �\ UEATHER RE-Z BEAD VINYL CASING ESISTIVE ; PLASTER -' BARIER 1 WEATWM MSISTIVE ; (Wl%' FLEXIBLE PVC BACKER ROD) ; 6'SELF-ADHERINGs �• �) STARTER STRIP ' \\I \\\ BARRIER Q i FLASHING F• ; DO NOT r.A" OR `' ■ GALV'D METAL 'Z'uYFL BMETAL FIRYsi i DRIP CAP 'z' R'°W i WRB LAYER •1, STUCCO WRAP, i IY4• x� s• SMl.ATED ; WRAPPED AROUND FRAMING MEMBER O WINDOW FLANGE urSOD TRM MEMBER 1 CASING ' I 6' SELF ADHESIVE FLASHING 1 CASING BEAD ® WINDOWFRAM WOOD SHEATHING x (FRAME, W/BAND) \� ING oR T 2x MEMBER J • �" 15C STUCCOC,SM DETAIL BELOW EXPLODEDBEAD SIDING To sTucco FOR CLARITY ® BLOCK TO FRAME --------------------- ---------------------------- ------------------------------------------------ 19 TRANSITION i )'a' GAP TYP - THICK, 3 COAT CEMENT CTOING PLASTER WOOD SHEATHING NOTE: SEALANT WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION ; R103.1.1 / ASTM C-84l-14a, MIN. 2.5 LBS. f 1 METAL LATH PER SQ. YARD (UTILITY OR NOMINAL I I WRB LAYER 02, FORTIF15ER I I LATH DOES NOT MEET Sii—PECIFICATIONS) BUILDING PAPER WRB LATER al, WOOD SHEATHING WINDOW FRAME WOOD SHEATHING STUCCO WRAP I WRB LAYER 02, FORTIFIBER BBEYOND S SELF-ADFIERING BUILDING PAPER WOOD SHEATFIING FLABHnI� WRB LAYER M, 1 IW,TMERRESISTIVE r Ilt �'�,'"'E J' THICK 3 GOAT CEMENT STUCCO WRAP BARRIER M \ BIER �I LAP I 1 PLASTER .. UEATHER RESISTIVE \ BARRIER 4 6' MrtL ADOVE 70P OF 7' PLASHING I i WRB LAYER 02, FORTIF15ER XxT "P81DP'� �'� i Q VINYL ANGLED i BUILDING PAPER �, _, I VTR ER'I STAVE 1 LAYER CASING BEAD FLASHrtYs _ �\ �THEERR�SISTIVE I STUCCOWRAPi VINYL GASMG BEAD METAL LATH i i Y STARTER STRIP BUBDM ac DoTil SILVERADO LOT #22 BLK #14 PROJECT* 03719.001-22141 MODEL: 2045-WANA" GARAGE 9111rMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH W. ' THICK, 3 COAT CEMENT DONOrGA1LICOR I �R�I■r.� i b' WIDE PEEL < STICK (EXPLODED �� �, caIILK OR ; OVER FLANGE VIEW FOR PLASTER \ nmr• ; WINDOW FLANGE CLARITY) GAIND METAL UEATHER RESISTIVE i 1 'T FLASHWG BAWRSER h TO LAP I IY• x S' SInrLATED S' Met ABOVE T� E-Z BEAD VINYL CASING ulbooTR"MEMWP � oP z FLAWING � 2X FRAMING (W/W FLEXIBLE PVC BACKER RTAQI E-z BEAD VINYL 1. `� u10 X 6' aft"TED 1 MEMBER '-Ihi�1Vi1 �' �I� PVC R TRIM N�eR \ -APPLY FULL BED OF SEALANT BETWEEN ; aW xvRA�I I FLAGWIN FLANGE d BUILDING WRAP CASING BEAD ® RAISED BUILDING BAND (FRAME) ASTER °'QAP ��E°�,"t WRAP 17A . ' = ' BARRIER RESISTIVE BARRIER RL�SISTIVE SCALE: I I/2'=1'-0' WEATHER RESISTIVE eE-z eAD VINYL CASING CARRIER 4 (UYWFLEXIBLE P°aid° BACKER K 2� 1 WACIRER ROD) DATE: ® SIDINGTO OTSTUCCO uEATNER O FRAME �ER2 E Z BEAD WINDOW CASING SCALE: 1'4"-r-0" 16 A BEET 19 TRANSITION WA4 fr A R C B I T E C T! AWNARE® 119EmL4 CARESD,W fiETARNINrDW TH: VEMPROPERLV S'.6'A 1R AUGNED1 PIPE NNLIN PLACE 1 SHONN IN t pALVANQEO I6EPLEDFUTlll]FD. ,CITING 1-1N' NAILS AT EACH CORNER. ROOFING CEMEM SHOULD SE APPLIED TO ALL SWNGLE ED(ES NEAR TH: PS9A T THE NTOPENNG IN TMERODF CLOUT TIE 0006E OILIER EDGE AND AROUNp TIE EMIRS PERIMETERA6 RECCANENDED IN SEVERE YAATMER CU45TAL SHFATHNO. SIZE THE OPENINOIN ACCORMNCE NATHTHE WENT CON6TRUCT10I1 ZONES. CHPRT 6MOWN. IN THE EVEM A MECHANCAL VEIN FAN 16 USED. SIZE THUF OVWNG IN ACCORDANCE WTH VEIN FAN MANUFACTURE'S NNW CONNECTON MISTRUCTIONS. DO NOT CUT IMO TRUSSES OR RAFfER3 NHEN CUING TIRE OPENING IN THE Rrn6 REMOVE w1ERFERINO SHNOLE NNLS AROUNIUN. PEPoMEIEROF TFENGSHI SOTNATTHE NNUNG FIAFIC£ aF THE VEIN LAYS FIAT ro TIE ROOF sHEAT WNc. suDE 1 THE ..-LE SIDE FLANGES OF THE VEIN UP AHT—I SHNGLES.ALLOW TIIE BOTTOM VEIN FLANGES rotAY ON I I TIE TOP OF THE SHINGLES. IF -IF-- —'ll • o ROOF HOOD VENT DETAIL SCALE, NTS OUT NOUSEYRAP AT 46• ANGLE MOORED -I. OUT N PIOUS[NMP LINE OF WINDOIL- OPENW. \ — APFIIDVID NO{tlEYRAI- OVER SWEAT M OVER ND STIR WALL STEP 1 INSTALL S'— SELP-AOMERNG PLAbING OVER NAILING PLANGE JAMES EXT00 i' MN r NlLOIV NLL FLEXIBLE K.AGN6 00 NOT SEAL BOTTOM FN STEP 6 TEP'PO FOLD -I TUMP TUCK P AL NEA FOLD N AT vNYL NEAR (WTN END DAMS)NMLNG FLANGE STEP 7 qm PIPE AND OVER RAMC£ ALM FLASNNS NV INT. EDGE OF a" RO. PlGMNICALLY FASTEN FAKED EDCAM(CAP NAN.S. STAPLES) INSTALL DUPONT PLENSP AP AS T FLAG NdO AT TIE FOLD HORNEURAP DOWN 1 TAPE DIAGONAL CUT A ACROSS READ OP LOOM PLUMBING VENT DETAILS SCALE, NITS INSTALL V NNDE ADPESIVE — ISACIMD PLEXIOLE PLAE1416 MATEIRIAL OVER DRIP CAP AONT(PRDTECTO-YRAP IST-76K. - 5GLUV) `"hi�o STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 PLASMIC OVER JOINT SHINGLES TRMNEDT'flACK FRQA VALLEY CEMERLINE L IT IS TIE CONTACTORS FFSPONSI6ILTY TO VERIFY ROOF VALLEY DETAIL TIE`°"'"�LITM CP M4S LF-ADd"'"""°N° T14E 421PA NNLITY TE A SELF-ADPERINIS SCALE, M FLA614NG MATERIALS USED PL W. CONSTRI)CTON 7. INSTALL ALL MATERALS PER PTAPNFACIINWM WRITTEN WISCFICATIONS SEALANTS MAY REACT ADVERSELY F NOT COMPATELE. EMI AND SEAL JAMS TO SILL JOINTS WITH DOS, IRIS FOLLOIWNCs COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR 8CHEME SHOWN SHALL SE IMPLEMENTED AT ALL WNDOUS WITH EVIDENCE OF WATER INTRIXION BELOW THE WINDOW OPENING w1m. INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY OSI IOU (0 EOW1U SEALANT , SRU JOINT FLUID APPLIED PLASNNG (LAPICO uNAfE-SEA,. RC -SE OR EGLIALA SLOPE SILL TO Ex WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, MS V,J-;4 �4 PH: 407.7748078 FAX: 407-7744078 www.abdmigngroup.com AA #: 0003325 d N: h 0 U m C R3 C ISUHDIV. a. I4oT SILVERADO LOT #22 BLK #14 P3FtO.TMCT# 03719.001-22141 MODELS "2045—LANTANA" GARAGE S7RNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 5 H RI DAA E 03/02/21 SCALE: 1/4"=1'-0'• SHEET WA5 `\ 1/0' TEXTURED FINISH • WOOD, ` U2' TEXTURED --------- --------- -- -------- ---!------i / - ------ -------- +----- -• 2x6 SUB-BANb FINISH • cm W/I'x4' NOTCH m METAL LATH r--------- ---- ------------ ---- END, WRAPPED IN 1 PEEL d STICK METAL FASCIA WRAP WOOD SWEATFIMG OR cm 1 ;1 WRB LAYER M, DRIP EDGE 1\ STUCCO WR,AP(PRAME ONLY) I I\\ — WRB LAYER #2, FORTIFIBER 1/8' TEXTURED I \\ --- (FRAME ONLY) e FINISH is WOOD 1 \ 2x6 eua ft. D `� CEMENT 1 11/8` V 1/2' TEXTURED \ \ ! FINISH ® CMU \ � \ DRIP EDGE \\ METAL FASCIA \ ` •i WRAP �' FROM \ ©FLAN B METAL KICK OUT ` \ ,i, + STUCCO, I' FROM \ \ -;^' WOOD WALL \ ti—EXTERIOR \ WALL (FRAME OR CMU) \\ `\ \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \ \ ROOF DECK (BEYOND) \ .00�\ \ `\ \ \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ®i=>L /4N )4 TEXTURED FINISH s / WOOD, 1/2' TEXTURED FINISH g CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT o WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WN4'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x - x x x x x x x x X x x _. .. SUB BAND DETAIL 0 WALL W/KICK—OUT U'lE OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 9 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY A R C N IT E C T S 6 Gmvu0�1w- L441 N. KUNALU KlAUAN ULM LONGWOOD, FL 32750 PH: 407-774-5078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003325 J x r 0 a h O 3 sUHDIV. Ac LOT SILVERADO LOT #22 BLK #14 P1toizcT# 03719.001-22141 MODEL: "2045-LANTAW GARAGE 131ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. r&%Ln_ - 03/0£, DATE: scALE: 1/4"=1' sHEET dd A6 K 3'-W a� YI -- — I---- --- • J TEA J TEA F2-24X24 F2-24X24 Im FM-16718 1 r+ 3 i FO a 4" GONG. I ir(r SLAB 1. -31/2* +r I �I i� wl T-0" 4'4" 9'-2" 3'-10" �' 4" PVC LL iCHASE r, a r, r+ I r� rr �+ I „ I ,r r o I i� I 1.1 ac rr I i� r+ I ,r r 3, 3„ ' 'OF TOP i i TEA SLAB TE — O - a N 3 1.++ j+ IX 1" PVC CHASE L +� tO FOR ELEC. TE-1 -1 LL I ISLAND �, 12 I- II 1.1 . II I ,r o 23'-6" rr 16E" r 4 I 1 TE-1 r ND r � 1 1/2"FI 4L �SLAB- TE-1 J N Te-1J I „2'-8" 4'-t0" 5'4" I I ET HI-3 1/2" I I EXTEND m x a? 1 " SA12B.1 N M-isxi8 F4 a`OU (II a SLABy1 NWa�r1n/2 wl -31124.mI oON? N 5 -2 4'a TE-1 LLi I U + + ILL . 1 1 F2-24X24 FM-16X78 — — J M-i6X18 FMC-18X18 Nj L�_m= _ _ _ 4 2'-T' W-0„ 1.1 2,_7" 5'-10" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0%0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1 I MINDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'4' O/C MAX. SEE PLAN FOR VWUM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION DOWEL LEGEND ® 15'x8' MASONRY COLUMN W7 (2) 5'S ARE DESIGNED TO ISE PLACED N CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOUN W/ 5 DOWEL N FOUNDATION. SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 616 Wl AxW1.4 OVER GENERAL 312' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16k18 16" CONTINUOUS 18' - (2) #6s FMC-16xl8 16, CONTINUOUS 19, - (1 's #5 IN CURB VARIES F-24x24 24" 24" 17, (2) #5's (2) #5's _ (+�••-0" TE-1 8" SEE PLAN 8" - (1) 's #SIN CURB Ft-30X30 39, 30" 17, (3) #5'S ( (-)0'-6, F142X42 42' 42' 12, (3)#FS (3) #5's F2-24X24 24" 24" 12' (2)#5'S (2) #5'. FOUNDATION PLAN SCALE: 1/4" = TA" AR AR TINCAR ECTE-1 Design Grou .ne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA#: 0003325.._._._J h 0 O ti oulaDrv. at w7l SILVERADO LOT #22 BLK #14 PROJIECT# 03719.001-22141 MODEL.• "2045-LANTANA" GARAGE 311MG: RIGHT PAGE: FOUNDATION PLAN 50 MPH D TE 03/02/21 scALE: 1/4"=1'-0" sFIEET s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED - CELL SEE PLAN FOR SIZE AND < a O CELL SEE PLAN FOR SIZE AND �os SPACING REQUIREMENTS SPACING REQUIREMENTS °- aW r Q�C 00 W m O W Ir 6' CMU WALL Fm io Z 6' CMU WALL O Z . I r . CORNER BARS, SAME SIZE AS LARGER BAR . I IN FOUNDATION WITH 30" LEG EACH m + 0-0 TOP OF SLAB d WAY AT ALL CHANGES IN DIRECTIONS I .." a°I I SO THAT THE STEEL REINF. IS CONTINUOUS .. " .--.�•t—.+.� ; �—y��MATCH �,,,�GARAGF AMOUNT OF CONTINUOUS BARS a EXT PORCH SLAB <__ SEESLAB SCHEDULE BAR SIZE 48 BAR DIALSEE 4" CHAMFER (1STORY)- SLAB SCHEDE �- CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/Z'tSOLATION e NT (WH R JOINT (WHERE. #3 16' 6' CHAMFER (2STORY) #4 24"-, EXT. PORCH SLAB W/ 'ISOLATION I 4" CHAMFER (I -STORY) l, ( ) 6' CHAMFER (2-STORY) AP i - SEE SCHEDULE JOINT (WHERE T • • EE SCHEDULE i FOR WXD, BAR SIZE APPLICABLE) Z 4 FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING N #6 3„ AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST a2, N NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO-FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 6°ALE: 3/4"=,'-0' CORNER BARS DETAIL @GARAGE GARAGE DOOR LAP TOP PLATE A MIN. OF 46' W RECESS AND NAIL W/ 16d COMMON g NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 9" LAP TO OCCUR OVER STUD OF WALL WI PLAN W W W :Ur N W 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING O qa a WALL W/ SYP No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ CURB FOR to NEW REINF. BAR IL SECURED W/2-PART g SPACING. SINGLE BTM. PLATE 1lIk9" WEDGE ANCHOR W/ Z' TO BE ETE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH MASONRY 1;o UNITS7 Z' CAPPED a EPDXY. MIN. EMBED I EPDXY 5-1/Z' EMBED. MIN. 0 16' OC 01-T GALVANIZED PIPE Q 6', UNO SIMPSON SPH4 OR SPH6 MAX W/FLANGE a BASE Q O FOLLOW ALL MANE BTM AND TOP PLATE N a:I SPECIFICATIONS FOR ANCHORS W/ 10d x 1 12" o = USE AND COMMON NAILS FILL ALL PREPARATION OF HOLES, DO NOT USE 10d W Z � HOLE. x 3' SEE SLAB SCHEDULE SECURE FLANGE TO W CkQ RECESS AROUND GARAGE SLAB W/(4)1/4" X 2 1/4" TAPCONS g' OQ�O'f' w 0•-0" DOOR OPENING TOP OF SLAB — SCALE: 3/4"=1'-Q' V CHAMFER (1S70RY) 6' CHAMFER (2-STORY) •. .0, LAP TOP PLATE A MIN. OF 46' EQ. EQ. SEE SCHEDULE AND NAIL W/ 16d COMMON VERIFY HEIGHT FOR WXD, BAR SIZE NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 2.4 BEARING PROVIDE BLOCKING BOLLARD MONOLITHIC FOUNDATION WALL W/ SVP No 2 STUDS SEE WALL /SYP No PLANS FOR SPACING. SINGLE SCALE:34"=1'-0 (W/ UPLIFT) 5 c V BTM. PLATE TO BE PT SCALE 34"=1'-0" SCALE 314"=1'-0 PROVIDE DBL TOP PLATE SECURE BT, PLATE TO SLAB W/t. MASONRY NAIL 16' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO W UPLIFT IS PRESENT. LAP TOP PLATE A MIN. OF 46' SEE SLAB SCHEDULE AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED Q +_ 0'-0' LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND TOP OF SLAB SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z \n a WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE Q a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/tOd MASONRY NAIL Pi a - • a PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ¢ m U ADDITIONAL METAL CONNECTORS NOT d EQ. EQ. SEE SCHEDULE FOR WXD, BAR SIZE REQUIRED WHEN NO UPLIFT IS PRESENT. O e" CMU WALL AND BAR QUANTITY --c� Z +-0'-0" • _. POURED LINTEL CONT. (TYP.) INTERIOR CURB FOUNDATION WOOD WALL IT' CMU FILLED CELL(TYP.) 't"'• - TOP OF SLAB Ia SEE SLAB SCHEDULE 2XWALLFRAMING SEE SLAB SCHEDULE 1/I' DIA. SIMPSON STB2 BOLTS 6' TOP OF SLAB - -a^ Z MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH T — — - FOUNDATION AND SLAB 8' VARIES a' SEE SCHEDULE ��� - - SEE SCHEDULE 3' FOR WXD, BAR SIZE - - FOR WXD, BAR SIZE 3 ` " AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME .s INTERIOR FOUNDATION WOOD WALL BRIG WALL TO 9 SCALE:34"=r-a' (NO UPLIFT) AND COL. PAD BLOCK WALL CONNECTION 11 SF0202TjlNN2G SCALE:3/4"=l'-a' SCALE: w zscarr. �i� L SHOWER RECESS FOOTER SCALE: 1 "=1'-D" A E C N I T E C T 8 6 Grousi Al N. RONALD REAGAN BL1 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abde igngroup.com AA #: 0003325 Z 0 y C 0. SUBDIV. & LOT SILVERADO LOT #22 BLK #14 PROJECT# 03719.001— 22141 MODEL- "2045-LAWANA" GARAGE SKIING: RIGHT PAGE: DETAILS 50 MPH DOWEL PLAN SCALE: 1/4" = V-0" "AMC M 1 T E C T 6 Grow WOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #- 0003325 J N 4 M O a h c 6: r -LLL SUDDIV. ac LOT SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODEL.• "2045—LANTANA" GARAGE SYnNG: RIGHT PAGE: DOWEL PLAN 50 MRH 202. PRINT DATE: 03/02/21 SCALE: 1/4"=1'-O" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W110" HOOK GROUTED BOND BEAM REBAR TIE VERTICOALAL VARIES PER ELEV. - 4 HOR TO IZNT REBAR W/ g ° °- ° i\v GROUTED BOND BEAM VARIES PER ELEV. Z tV Q. I•.. a. ¢ Q •lae O a:#5 BARS • Q 0 • 8" 10" HOOK _ 17 4-1 ° CLEAN OUT REQUIREDwe O 2El K m - FOR INSPECTION ° O l � • L. ; 0'-0" FIN. FLR. 0 m -� TIE RIZONTAEBAR • •° ° TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA < Z O #3 18" 24"U C.0 UNIT ap ARE NOMINAL SIZESNS M #5 30" #� 4z " OFFSET METHOD CONTINUOUS BPRSIZE 48B 8 DIA METHOD #4 24" • �/ MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL #5 30', 3 3 SCALE: 3/4"=1'-0" REINFORCING �� REINFORCING SCALE: 3/4"=1'-(Y 1 SCALE: 314'=1'-(Y' 8"z8' MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 8 EXTERIOR FACES OF THE ❑ © BLOCK AS SHOWN W/ #5 m DOWEL IN FOUNDATION. r,,-'�DOUBLE FILLED CELL Y SCALE: 3l4"=T-0" F—ARCN IT E C T 8 6 G0 i gn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm L AA #: 0003325 b 0 q C F 2 StMDIV. to X10 74 SILVERADO LOT #22 BLK #14 PROJECT# 03719.001- 22141 M0DEL: "2045-I.ANTANA" GARAGE STUNG: RIGHT PAGE: DETAILS 50MPH E 202 PRINT 03/02/21 DATE: SCALE: 1/4"=1'-0" SHEET S1.2A �=----------------------------------------------------- 8F16-lT/0M/lB 8F16-lT/OM/1B SF16-1T/OWOB 10'-2" 13'-6" 8F164'-6- OB 4'1" 1 1 '? %% j 1 AH7T 8FI6-lT/OM/OB 4'-6" 1 1 1 y 1 1 1 1 8F16-lT/OM/08 I I I � I j U.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR ON TOP OF WALL EL. 9'A" m 1 - ,% ----; t -�- 41 8Fl6-1T/0M/0B 1 5-to % 1 1 1 1 1 I I I 1 1 • 1 1 ; I 1 1 1 ; 1 1 . 1 1 � 1 Ij 1 Y 1 1 1 1 1 1 1 1 1 _ 1 -1b 1 1 1 8F36%T/OWl B 1 A" LIFT BEAM PLAN SCALE: 1/4" = V-0" GENERAL Nvres CODES t.t FLOWG&NLpNG CODEMEDRION, 2020 RESIDENDAL SECng13 RCO21 dRB08. 13 FLOPoG8lNL01NE,%1fi EDIDON.2020BlALDMG,SECT10N519D1T. 1.] BULDING CODE REW RET.ENTS FOR REINFORCED CONCRETE (Aq 3,&14).&14). 1.4 BIAIDIHG CODE REWIRBAEMS AlD SPEgFlGTK.N Fqt MASOIRV STRUCTUES (IMS�-,51 1.5 cTtmER IW SO ruRE 6CN" ENGINEERS LNHI.II■A DESKN LOADS FOR BULgNGS AND OTMD, 51RUCTiA4E51/LSCE 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE 3TRENGTHAT28GYS: 2.1.1 PRECAST N,STANDRRDREINFORCEMENT�ODD PSI MDJ. 2.1.T PREt'AST WPRESTFiESS RE■iFOI,CBAENT41000 P51 2.1.3 MOUt PER AS1M GT6-SOOT P51 wMAx. 3'B-AGGAEGTE.6 TO ,1' SLUAP. 21 RE■SORCING BARS: 23.1 STEEL PLACED IN PRECASTLIHIEL ATTIME WFABRMATION ATEELIN LINTEL (ORACEfiD) 2.T1 STEELI 1 MlW(2RZ40` TBLOCK (PLACED IN MELD AS1MA815MA1SM(GRA 2.3 PRESTRESS STRANDS ASTN MI6 MI6 T-N1RE, STRESS RELIEVED TA K51 2A DETML REK4FORCEMENT IN ACCORDN4CE N,n1Aq 3te-t t. 2.5 M.5WREIM5RASMDIWAI ICOMPLY N1TH Aq STANDARDS. 2.6 OC.5wRE PER ASTY AtOBYPiDD4M 3) MASONtY: 3.1 MINCRETEMA30lEtVLPREWIAU)S1RE GONFORMTOAS1M Cb0, NORMPL VUEIOIff'/4nl MINIMUTA NETAREA COMPRESSIVE STRENGTH 2m0P51. 3.2 MORTAR SHALL COPFORM TOASTM C270 iYPE'M'OR 5' 33 FULLMORTAR JgNTS ARE REOURED 3A BE LESS AGGREGATE 2I PS1.1 MPRESS 140ENGTH BE ES ANDMORTM THAIL NOT BELESS N F M,PSI.MASONRYSTRENGTH SHILL BE ESTABLISHED BY 111E'UNIT STRENGTH MEi}pD' OR, ALTERNATIVELY. BYTIE Fd3M 1E3T1.E111OD-MERE L6M REOURENENTS HAVE NDT BEEN MET. q snxucturL 41 SAFE LOASLE B S AR OFA ME FLOR LS LU ABEARING E"TIM,- REST ACCEPTABIEBEARIRG OF MB FI)IM 7THGCODE TTHE WLDW.2URE 2104..1 SEC L R80fiL S FLORIG BULpNO CODE TTM EUnON, 20R • 3-14, SECTION 21 6 4.T SAFE LOAD VALUES BASED ON MTIONAL DESIGN AHALY313 PER Aq 3,&14 AND TMS CDT-,fi 1.3 DE3I TINGYEVALUATE CONCENTRATED LUMSF AT,1SAFELGDTAYSIM CALCULATNG MAIDs111M RE513nNG MbIENT ANDSNEAit AT a DISTANCE AVWY FROM TIE FADE OF T1£ SUPPORT I . A FOR LINTEL LENGTH E" WGREATER,VERTICALCELLH EW SOUDLINT Gg0U1'AND MNNLS ONE(1)a VERTgLL REBARIS REWIRED AT EACH END OF THE LINTEL 4.fi LINTS ,I -ARE GREATER UNTIL 2 JYSAFTER AN MUSL PIENT. DTEMPORARY SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GRgIT PLACQAENT. FRAMING NOTES: t. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 100 x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10G x 1 12" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10D x 1 L7' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 1 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. UNTELS SHALL HAVE 4" NOMINAL BEARING (c). 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 AUGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .1 Tr • x 2 7/8" LONG, WITH WASHER C 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 6-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK I DEBSCRIPTION REMARK 0 1 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW I T-O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH I 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 (P0 WxH' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BBt MASONRY 3000 6'X8" (1 p15 GROUTED SOLID LOADSGRAVITY & UPLIFT SAFE • ■ LOADS rA R C N I T E C Ti5 Group 1441 N. RONALD REAGAN BLVD. LONG%V.D,FL32750 PH: 407-7748078 FAX: 407-774A078 wwwzbde igngroup.com AA #: 0003325 i V q. O a rVn A ti SUSEllm do TAT 44 SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MoDEi: "2045-LANTANA" GARAGE 8WING: RIGHT PAGE: LIFT BEAM PLAN 50 H 202 PRnaT 03/02/21 DATE. SCALE: 1/4"=1'-0" SHEET S 2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.Bx6' 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �NOF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. r\G STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x16' `0 #5 CORNER BAR W/ 30' LAP FOR EACH �pP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJ 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 1#5 / TOP OF THE L. A° \\�- 6.. N0 COMPOSE IITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. / VERTICAL REBAR W/ 16' HOOK O / �5 p�fv0 8x16 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM g EACH COURSE •\O O 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .�: SONDBEAM 30 TYPICAL pOpE�\N 1 F FILLED W/ GROUT I\ �\AO U =UNFILLED GROUT SOLID FROM TOP .p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH #OF IN BOND BEAM, IF FILLED LINTEL #5 BAR IN BOND BEAM BEAM COURSE CO E SEE NOTE 5 16-1 T/1 8x8 PRE -CAST CONCRETE b• (gyp- LINTEL W/(1)#S BAR (L2) pg gp NOMINAL-�� � LENGTH OF BAR =WIDTH OF MASONRY 7#0F#TS,BOTTOM CORNER p� HEIGHT 6 # OF #5'S, TOP OPENING - Z' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1TnM,0BINDICATES ADOUBLEBONDBEAM 8x8 PRE -CAST CONCRETE SCALE:34=1'-0 ��REINFORCING OF BOND BEAM , AND XFXX- iT/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1T/1 MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE 145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 6' FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 23/16 TAPCON PRE -CAST 3 OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114")8" - SLOPE FROM EACH END AND 16' 10a G" n O.C. MAX. MIN 1-114" EMBEDMENT 0 _ 2.8 (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE.300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 6' FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMIWALL BOND BEAM EACH CELL HOOKEDD IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS '"r ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 1/2"=1'-0" 5 SCALE: 3l4"=1'-D' 3 SCALE: 3/4"=1'-0' v PROVIDE Y DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I SINGLE #5 CORNER BAR, 36x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMUPIER PROVIDE BAR W/ SINGING OR DOUBLE REINF. SARIS), SEE PLAN. I AT EACH SIDE SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=l'-U SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" �A RC N IT EC Tf 6 Ggn rousi Ln L"I N. RONALD REAGAN ED LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 d Z b a V h Q NIII- 1111.3 StMDIV. de LOT: SILVERADO LOT #22 BLK #14 PROJECT* 03719.001-22141 MODEL "2045-LMTANA" GARAGE 31rMG: RIGHT PAGE: DETAILS 50 MPH PRINT 03/02/21 SCALE: 1/4"=1'-0" SHEET s22.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 OTHERWSE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 216 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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 B" FROM THE CENTER OF THE COLUMN. AH11T 2X4 BLOCKING BETWEEN —� TRUSSES 24" O.C. TOE NAILED AHi3T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED AH15 TO BRACE TOP OF WALL. AH17 AH19 A A A A A A w U w w w w 'w w w w W w w 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS A R C R IT EC T R Gr uiyr,. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdeslgngroup.mm AA #: 0003325 -A y t 4 01 a 0 4 C j iLi sUHaIV. ae I.OT SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODEL: "2045-UNTANA" GARAGE SIIISTG: RIGHT PAGE: FRAMING PLAN 50 MPH 1'lcxrrT 03/02/21 DATE: SCALE 1/4-=1'-0" FRAMING PLAN SCALE: 1/4" = V-0" s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 �' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C_(J) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 t' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }'NAILS TO GIRDER W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) i6d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 1T O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x4', 6", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L: 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S1 b lc TYPICAL TRUSS/ SCALE:34"=1' 0 GIRDER CONNECTOR(S) SAS BACKER KOCK TIICJOI�BS 4500 3/4" WOOD PANELS 6000 12) 1/7' WOOD PANELS 60 (2) WY WOOD PANELS 90 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 51W GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, PROVIDE DBL TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. r,_"�I-JOIST CONNECTION @ L.B.W. (NO UPLIFT) OUTER 1( OF SPAN ONLY PLATE DEPTH 1/4'D —HOLE EDGE >518' —HOLE DIAMETER 2/5'D SGL. STUD HOLE EDGE >5/8" HOLE DIAMETER <3/5•D DBL. STUD STUD NOTCHING OAND BORING LIMITS ENGINEERED WOOD TRU @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'x 4", 6", 8" x 4'-U'MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �--A41) SIMPSON LGT3-$DS2.5 GIRDER TIEDOWN WITH (4) J" x 5" TITEN HO TO CMU AND (12) BOB J' x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SOS �' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) J' x s TITEN HD TO CMU AND (18) SDS J" x 3" GALV. COMMON NAILS. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = W85 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) scALE:3a=ra' 88iES BACK9iKM 7FBCRM 4500 3/4" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 80 (2) 1PZ' WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10C 1/2 HOG COMMON NAILS. @ EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18)16d x 2-11" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVUWOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 314'" SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 W11010d TO TRUSS AND (4) IK' x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2114" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER 8 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" 6- -9- MAX (W/1X4) OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. 2.4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-U'O.C. (AT SHEATHING 0'-0" TO W-a' (1) "X" BRACE SEAMS) W-l" TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1P7' DIA. (2) W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' FROM CENTER TO END. WASHER SET IN HIGH 2z WOOD FASCIA, STRENGTH EPDXY 5' SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 DIAGONAL P.T. PLATE W/ 12d's 8" I. CHORD STIFFBACK (AS PER O.C. MAX ICING, SEE TRUSS ENG) CONT. 2x4 SECURED W/ N FOR LOCATION EACH TRUSS NOT BE TO BE TO BE INSTALLED @ S )UIRED 10'-0" O.C. MAX. CHORD OF )D ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. _,.. lx4 BTM. CHORD BRACING 6'-D" O/C —� `—END WALL OR OTHER MAX., OR 2.4 BTM. CHORD BRACING END TYPE CONDITION, IF IU-9' O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN COMMONSECTIOLSATEACHCHORDBTM. CHORD BRACING INTERSECTION NP. 6 SCALE: 3/4"=1'-0" 6 EDGE CENTRAL SPACING SPACING SEE SEE T S BR. G OR BTM, CHEDU SCHEDULE SEE FREAATMINGPLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O ul 5 1/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, W ALL AROUND BOLT_ Z 2, END OF FRONT AND REAR LEDGER SHOULD g LAP A MIN OF 4'-0", 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY g CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" (2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, CGMF CPGf INf� DFn111GFMFNT LEDGER SCHEDULE MARK SIZE BOLT SIZE SB70ESPACRIG CENTRALSPACING A DOUBLE 2x8 1/I' W O/C 16, O/C B DOUBLE 2x8 314" 8" O/C 24" O/C C DOUBLE 2x10 117, 8" O/C 16, O/C D DOUBLE 2x10 3W 8' O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16, O/C F DOUBLE 2.12 3/4" 6" O/C 17' O/C 10 WOOD LEDGER DETAIL SCALE:-'=1'-' BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE 34'=V-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE:-'=1'-(Y' A R C N I T E C T t 6 �s GroupIna 1441 N. RONA1"5 AGAN BLVD. LONGWO32750 PH: 4076078 FAX: 40-4078 wwwabdop.com AA #: b do h V O R i? 0 ILL) SvsDrv. ae LOT•. SILVERADO LOT #22 BLK #14 PROJECT* 03719.001— 22141 MODEL" "2045-LANTANA" GARAGE 9MNG: RIGHT PAGE: DETAILS 50 H E . 2021 DATE:03/02/21 scALE: 1/4"=1'—O" SHEET S3.1A FLOOR DECK 7m/ L 2W PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 19-9' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, %-� FLOOR BRACING SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD DON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/7' HOG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, , TRUSS PARALLEL TO WALL DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELEVATION 0 Z O= UU PER ELEVATION ? 1X2 FIRESTOP 5� 4-1 MI #8 WOOD SCREWS �M = z 7' LONG @ 3" O.C.; lylll�, STAGGERED OFF CENTERLINE OFF 2x6; 41 AS SHOWN SIMPSON A23 Z/ EA TRUSS NAILING GIdPATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 2x STUDS PER PLANS 21 STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS NOTE: TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2z6 x T' LONG O.C.; NI 2x4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS W/ 4 16d ( ) STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. BELOW STAGGERED OFF D O II� NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. d (5)12d 1". MIN. FROM 2ND. FUR.. FLOOR DECK I�µl NAILS @ EA. END LINE 2z6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ 1/Y' EXP. BOLT 4H 8d RING SHANK NAILS D.C. GETOF FLOOR TRUSS 8" CMU WALL AT 16" O.C. AND 8' FROM M04' NG WALL REINF PER PLAN END W/ MIN 5.12" EMBED. 16d NAILS @ 8" O.C. MAX SHEATHING NAILER) 1X2 FIRE -STOP PER ELEVATION FLOOR DEC k&4" PER ELEVATION PER ELEVATION LL 3 Z O= NAILING PATTERN PER ELEVATION Fik PER ELEVATION PER ELEVATION 7" 2x4 P.T. CEILING 24'IV PRE-ENGINEERED WOOD M PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) @1To.c. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ REPAIR DETAIL IF FRAMING PLAN) BOND BEAM BOND BEAMREO. EVERYTRUSS(VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/TRUSS PLAN) AT TRUSSES PARALLEL 3T' O.C. MAX. (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE:3/4"=1'-0' PRE-ENG FLOOR TRUSSES NOT USED 6 SCALE: 3/4"=1'-0" 7 O PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO AYS 4'-0' O.C. (AT STRAP TRUSS TO PL. PRE-ENG SEAMS) (BLOCKING SHEATHING SEA PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) — TRUSS (TYP) @ 24" O.0 MAX 0 PER ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK - W/TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/T' HIGH W/9/2" DIA. ANCHOR BOLT W/ 7' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U <990 LES W/ 114)10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37'OC MAX. B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's B" O.C. MAX GALV. NAILS EA STRAP A 2x4 OR 24 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONIC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE PROVIDE BLOCKING O' • SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD . O AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ •�—2x4 SECURED10d's@.EACH FILL ALL HOLES, DO NOT USE 1/Yk9' WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTI TRUSS TRUSS TO BE INSTALLLEDED @ 10'-0" O.C. MAX. 10dx3" EPDXY 5-12" EMBED. MIN. @ 16" 10a 10b 1 Oi�i OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG ('.—'\ GABLE TRUSS @CMU WALL TRLISS TOPOST CONNECTION o scALE: 3 a'=r a a _ A - SIMPSON MTS-12 U <490 LBS W/ (14) tOd GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. PS C -2-PLY-SIMON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/B"° A.T.R. TO HDU4 AND (10) 1/4" X 2 12" SDS TO POST TRUSS CONNECTION L.B.W. �� PosTTOSLA8c0NNECTIWI `tea '�U SCALE: 3/4"=1'-0'• A8B - SIMPSON ABU44Z POST BASE <U:1,900 G;5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/5/6 DIA. x 6" EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ SWAB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. A R C R I T I C T 3 6 Grou0n 41 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 '0 Z M 0 4 C C4 C SUHDIV. 89 L07% SILVERADO LOT #22 BLK #14 P1iOJECT# 03719.001-22141 MODEX— "2045-LANTANA" GARAGE 191F TG: RIGHT PAGE: DETAILS 50 MPH FA D � 03/02/21 SCALE 1/4"=1'-0" SHEET S3.1B FF A R C R I T E C T t (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 @ EA. SIMPSON H10A OR LGT-2 W/ SIDE 1OdX1 "HDG NAILS; FILLALL PRE-ENG TRUSS HOLES FIBERGLASS SHINGLES OVER #30 FELT PAPER ON 4' O.S.B. MTL. DRIP EDGE SHEATHING OR} COX PLYWOOD SECURED PER 2x SUB -BAND NAILING SCHEDULE 13'-10" ENTRY BRG. HGT KNEEWALL TO BRG. H.T. W/ & CLG. HGT. 2X4 SYP NO.2 STUDS @ 12" O.C. C19 (2 2X12 H VENTED ALUM. SOFFIT 3.1 KNEEWALL TO BRG. H.T. W/ DOUBLE TOP PLATE 2X4 SYP NO.2 STUDS @ 12" O.C. W/ SP2 TOP & SP1 BOTTOM 10'-4" TOP Ijg O.S.B. SHEATHING OR J" CDX OF ARCH 2x4'S PLYWOOD. ATTACHED PER 9'-i 1" SPRING 2x4 NAILER NAILING SCHEDULE UNE OFARCH i STUCCO OVER FELT MTS 12 @ EA. TRUSS MTW-12 @ EA. TRUSS OVER PLYWOOD 9'-4" T.O.M. o: J � 2)(4 KNEEWALL TO BRG. HT. c ? SECURE TO CMU W/ 1/2"X9" LL ANCHOR BOLTS W/ 2" WASHERS SET IN HIGH STRENGTH EPDXY @ 16" O.C.(6" MIN. - EMBEDMENT)-TYP. B ENTRY DETAIL PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN � 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 0 EA STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN OF WALL, REQUIRED WHEN WALL IS OVER 6-0" IN HEIGHT 2x SYP #2 KNEEWALL FRAMED @ 16' O.C. MAX SIMPSON SP1 @ EA STUD BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT. SEE PLAN 4, SECURE P.T. STM. PLATE TO BILK W/ VZ2 6"ANCHOR BOLT W/7' WASHER SET IN HIGH STRENGTH EPDXY 6" EMBED. MIN. 0 16' OC MAX. CMU WALL KNEEWALL DETAIL C 19 Sf-ALE: 3/4• . K W o. a el Deli n [�rnii�� LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngmup.00m AA #: 0003325 b h L4 v 0 h m C R so SUHDIV. do LOT SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODEL• °2045-LANTANe GARAGE SWIMG: RIGHT PAGE: ENTRY DETAILS 50 MPH AXP. FOR ASPHALT SHINGLE ROOF, USE MIN 7116' STRUCTURAL SHEATHING EXP 1(24/16) or 15137' STRUCTURAL SHEATHING EXP 1 (32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15137 STRUCTURAL SHEATHING EXP 1 (32M6) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Bd RING SHANK GUN NAILS C 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W7IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 8d RING SHANK 23/8" 0,113 170,000 RING (16-20 RINGS F7667 RSRS-01 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 2318" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O,C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 8d NAILS C 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE20 2n, 2, 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3F So NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD C Z zo Qw Y ao x0 w 2 8d RING SHANK GUN NAILS C 4" O.C. TOP & BOTTOM EDGES m B TYP. EXT. SHEATHING ATTACHMENT GABLE-E1D (9 2 O C 3 m U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING C 16'0.C. IF NO DROPPED GABLE END, ATTACH 2.4 #2 SYP BLOCKING C 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE Bd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #8 2' DECK SCREWS C 6"-e" O.C. MAX C EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS f-� FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION 512E TYPE SPApNG REMAPXB PPPLIGTON PLYNG REMPRKS FledBW TO tW.SMYn'/GONG. GSE HStABIEO WIL NNL1f?LONG. e,� GMAGE DOOR eUpt TO MASONRYX%MlC. t/Tpw NOW 4H�A TMU.NIW.8 - FPSTFl�i tt?FAIBED�,'AE'FNO q3T.. x �NOTEB .TOG STM3GFAEO NDOMYDOOR/FASIENEp LIMO MASONRY.WHO. GNUGE DOOR BRIG( ONA40NRY,COHC. �� 1?W EXPMI.'MN BOLT 240'C 12i40W l<•OIC n?pN MBED..A•EN oq 3•EDOE q3T. ooweDp GA�NwDENED aL W NDDVAmouPA3 ENm METKS RM o CONTACT THIS ENGINEER FOR SPACING NOTE6 Ltt?LONG. STAGGERED R YaXaG REQUIREMENTS EXT. svnNC DGOR tlq(2x PT, SEE NOTES ew vt3wA WASHER •rAPDorr FASTNF3i i4 QC 1irz•EmesD,TEw. gST.,1 fYY'EDGE DIET. NONaEARINGw000 T WALL OCONC.&PB NpC PTTOSr W/d' TOF A -ENO pST.,tt? DEL STAGGERED COL SEE 34PAFx21 WnSfMF CGE qST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE 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. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR W NDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: IN LAPPED L ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M MAXIMUM AGGREGATE SIZE SHALL BE W", STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pROMDE fi%AIRENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 71h EDITION ALLEXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/P. ALL W000 FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402rS02-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AL CONTINUOUS POLYETHYLENEVAPOR BARRIER MEMBRAPEUNDERALL SLABSONGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AfSC SPECIFICATIONS DRAWINGS SEAMS LAPPED 6 RICHES AND SEALED WITH ADHESIVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 015 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD_ DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7M EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE NARK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-D' OC, EACH WAY. TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL ND A. TRUSS DESINALGNS SIGNED REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. E O D PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. SEALED BY A PRO E SIGNAL E EE RE DO NOT SCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO VAR PERFORMED AND NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. K ER D HALL N C REBAR SHALL BE ASTM A615A615M GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM AB15 D MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CON14ECTED ROOF'. LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 psf TOP CHORD vlonconcurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: 1M BAR - 25" #6 BAR - 10 psf BTM CHORD -non-concurrent 95 BAR - 30" 97 BAR - 47' 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' X 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 199(l 15 psf TOP CHORD 20 Psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IDpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2020) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE' 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS' 30pd,, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS' MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACIUTATE THE SHOP DRAW NGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEERWIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE Pm =2000 PSI. BLOCK SHALL BE PLACED USING . AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWNGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM G-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWSE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' TYPE W" OR "6' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 31T THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S 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 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB, CONTRACTOR SHALL SUBMIT PROPOSED MX DES04 WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' W-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94(MMOR MEASURING MXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS ADDED TO THE MD( UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. RED RED CONCRETE COVERAGE OVER REBARSHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AMYOR WEATHER 1-12' FOR 05AHD SMALLER Y FOR05 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL RE13AR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 k9i FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 Mo. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 ksL. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS ARE TO BE STEEL. MAR II ANCNITECT E Design ou aG1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA C: 0003325 MO h d i� 0.� OyM O N SUHDLV. & LAT SILVERADO LOT #22 BLK #14 PROJECT* 03719.001-22141 MODEL "2045-LANTANA" GARAGE STfMG: RIGHT PAGE: DETAILS 50 MPH EXP. r © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O7 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS L"v DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) " MAX: DETAIL D J-CHANNEL FASCIA FASCIA WOOD BOARD BY OTHERS (Z)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO 7DWOOD) IN J-CHANNEL SLOT WOOD BATTEN @ STAPLES INSTALLED O7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. (-`SOFFIT 1O ni-CHANNELO O STAPLES INSTALLE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 3Q J-CHANNEL I" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN 'L' R-SPAN 'L=� SAVE WIDTH (ROOF OVERHANG) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JO BY OTHER 2-1/4" EMB. X2 WOOD BATTEN DETAIL B J-L:F1ANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" O MAX O.C. STAPLESINSTALLED @ 2" O.C. MAX (INTO t1WDOD WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR (NOTE 1) EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD AlLft (NOTEA) CONCRETE; SOFFIT AFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE: 1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 101 f, DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER NSTALLATION SCREW, BATTEN ATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. f>?i?j;ij• • 13.519 .l{li�lj}llf: 4 3.625 .375 3.625 .375 3. 5 TF 08 .0 12 A DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 MAR .�. LONGWO , FL 32750'•V PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com AA #: 0003325 a h m a 0 a_LL stmmv. ac Lo SILVERADO LOT #22 BLK #14 PROJECT# 03719.001-22141 MODEL• "2045-IAWANA" GARAGE SlIrMG: RIGHT PAGE: SOFFIT DETAILS 50 MPH EXP. Bj r 03/02/21 DATE: sCALE: 1/4"=1'-O" SKEET SD ,�363 Ste` a o`k� stw