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HomeMy WebLinkAbout6689 Cobble Bliss StIN STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAD.ING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'R IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RR's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE "2045-L.i,,,'.NTANA" FOR: 12602 TELECOM DRIVE, TAMPA, FL 33637 DESIGN CRITERIA: -FLORIDA B?UILDDYG CODE, RESIDENTW, 7TH EDTHON (2020) -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Valid=116 MPH •EXPOSURE - B -1-STORY RESIDENCE - - 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.I 1. CAW.•S LIVD43 204D SQ. FT GARAGE 454 80.PT ENTRY (ELEV. D) 35 50. FT COVERED LANAI 221 SQ. FT TOTAL 2155 $0.PT Tel= (813) 740-9720 Fax. (813) 740-9715 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIRCONDITIONING LUM LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT, ALTERNATE MER. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTYLIdE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH PHONE D DRYER PLE PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PA PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM OIL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION SR SINGLE HUNG EQ. EQUAL SHT. SHEET EXH EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER FG./FX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. BE SLIDING GLASS PER. FLOOR STD, STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR. DR FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB OL. GLASS TYP, TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEBIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS DESCRIPTIONINDEX OF DRAWINGS aswc; ARCHITECTURAL SHEET # DESCRIPTION ADDED PENDENT LIGHTING AT KITCHEN ADDED STONE CAP NOTE ON FRONT ELEVATION PG ADDED 150-D FROM ENGINEER PG UPDATED LED LIGHTS PER D.R. HORTON PG PG UPDATED SEPARATE ELECTRICAL DETARS PER D.R. HOSTON PG UPDATED THE SDUVON CONVSBUON PROP USP PG ADDED ISO-c FROM ENGINEER PG PG MADE REDI]NE CHANGES PROP ENO. FOR SOSO CODE CHANGE PG PG EREFS FOR THE EOEO MC PG STRUCTURAL SHEET PG SI-FOUNDATION PLAN PG S1.1A-DETAM PG S1.2-DOWEL PLAN PG SI.2A-DETAILS PG S2.IA DETAILS PLAN PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.iB-DETADB PG S3.1C-ENTRY DETAILS PG SN1-DETAIL4 PG SD1-SOFFIT DETAILS EAR HT DESCRIPTION 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www,a:d" "' up.com L AA #: 0003325 J ' '� 1 11 0111111 9111111 ; BUDDIV. do LOT SILVERADO LOT#11 BLK#10 PROJECT# 03719.001-11101 MODEL "2045-LANTANA" GARAGE 13WWG: RIGHT PAGE: COVER SHEET 50 MPH V u,N' ra A`A'"-AATE:/ OB 09 21 CALE: 1/4"=1P-O" CT CS yr GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN IMNCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF T- 0 BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR 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. PLUNGING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERIPM 1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-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 CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFR8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A R C N I T E C T i GZOO, n n. 41 N. RONALD REAGAN BLI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774407E www.abdesigngmup.com AA S: 0003325 >stiJEiDIV. de LOT: SILVERADO LOT#11 BLK#10 PROJECT# 03719.001-11101 MODEL" "2045-LANTANA" GARAGE $KING: RIGHT PAGE: GENERAL NOTES 50 MPH E 40'-0' VENEER (TYP.) w�� - IIVIRI LLB - - - p :UI'll, - - - -TO _ - 101-irSOT I OF r.� 0 1 I I ' 11 - - - - 11 \ O M Z = = ��_ - ME ids_ �I mm �i�� r I� �I Lm � " o = _ III .. o "ATTIlGARAGE L - - - d - - o - - - - i it M'°ill° 2'-0' . HB STONE VENEER (TYP-) EXTERIOR MASONRY WALL 5RG. HEIGHTS 9'® SQ.FT. CAM'S LIVING 2045 SQ. FT. GARAGE 454 60. FT. ENTRY (ELEV. D) 35 SQ. FT. COVERED LANAI 221 SQ FT. TOTAL 2155 SQ FT. II FLOOR PLAN NOTES II - ALL DR'IENWCNS ARE FROM PACE OF T %' BLOCK WALL (OR EDGE OF FLOOR 6LAB) TO FACE OF WALL STUD UNO. - ALL HTERIOR WALLS ARE 3 )j' UN.O. - DRYER VENTED TNROUGN ROOF (VTR). NOT 6CREENED. - AIR C011MRESSOR WET ON 44"A44' POLED CONC. PAD. PAD WAN6 6' FROM EDGE OF STRUCTURE. - SEE "ET GN FOR GENERAL AND STANDARD BLLDNG NOTES. HABITABLE ROOMS TO HAVE AM FAULT CIRMIIT MTERA)PTER. - ALL FULL VEKNIT BLOCK WAl 6 BETWEEN FILLED CELLS W l-i= OM NSYA ARE "AR WALLS. TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'x12' SQUARE LATICRETE BY HYDRO BAN. R.O. SHALL BE 143' x 143'. DOTTOM 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 13/6' (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 z MATERIAL TO PLAN CABINETS. 0R4CKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX MBAR REINP-ORCING AT ENDS OF PARTITION ARIE KIITTCENEN 'Q 4 BRACKETS AS WALL BASE - 3NECESSARY. 2'X6'X35-1/4' m LOW WALL = 2'X6' STUDS 6 16, O.G. W/ 1/2' DRYWALL BAR DETAIL A SCALE= NTs FLOOR PLAN SCALE: 1/4' " I'-0' BI1901M00p'08AEFQR 8 88001008/I8 ao1E }AMi11MGpW IEI/Nlm �wTTrE NOTWE OOTA FoorAaE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 20.1/-221 8010 OAD. 56 5 21b/-21.1 BASIC WIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Grow inn 41 N. RONALD REAGAN BLN LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA#: 0003325 a BU33DM & LOT: SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 MODEL' "2045—LANTANA" OARAOE 311WO: RIGHT PAGE: FLOOR PLAN 50 MPH E . PRINT DATE: OB 09/ 21 / BCALE: 1/4"=1'-O" 8HEET Al V-4' BRG. HGT.o RAISED STUCCO ®AND FOAM CAP CRICKET L V-4' BRG. 1-15T.0s AREA OF ATTIC = 2755 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2755 /300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322.4 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = PORTION OF ATTIC .SX 1322.4 - 661.2 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQL IN. PER VENT 661.2 /115 OTAL#OF VENTS REQUIRED = 5.74957 OTAL#OF VENTS PROVIDED - 6 SQ. IN PERLINEAL SOFFIT VENTILATION AREA = 11.736 FOOT = 661.2 /11.736 TOTAL LINEAL FTOF SOFFIT VENTING REQUIRED = 56.3395 LINEAL FT OF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) -_-_-----_---____ IS'-0' BLDG. HGT. _ 14'-2' BRG. 1,*T. t CLG HGT. • ENTRY 5 12 SHINGLE ROOF 9'-4' BRG. HGT. -0' W RAISED STUCCO BAND (TYP) STONE VENEER FRONT ELEVATION-D TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS REAR ELEVATION-D TEXTLmD FINISH ,o0'-4�BRG. NGT. ENTRY DETAIL A SCALE. V4 . I'-0• A! C N IT 9 C T a Grown 141 N. RONALD REAGAN SL\ LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA C 0003325 8 14 0 R 9UBDIV. de LOT: SILVERADO LOT#11 BLK#10 PROJECT# 03719.001-11101 MODZT • "2045-UKTAW GARAGE OWING: RIGHT PAGE: FRONT & REAR ELEVATION ,: D„ 50 MPH A R C N I T R C 14'-2' BRG. HGT. t CLG. HGT. _ ® ENTRY V-4' BA_s. HGT.s STONE VENEER �9 -.3 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT F-1 0 cA F- ----------------------------- RIGHT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS OFF RIDGE VENT OFF RIDGE VENT a F-1 eEl®a LEFT ELEVATION-D TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS —12 5 _ 14'-2' HG BR.G. T. 4 Cl-G. HGT. • ENTRY STONE VENEER 0'-0' FIN. Desjgn -_PH: 407-7748078 FAX: 407-7744078 www.abdesigngrouP.com AA#:0003325 m Pi 4 SVBDIV. de LOT SILVERADO LOT#11 BLK#10 PROJECT# 03719.001-11101 MODEL' °2045-LANTANA° GARAGE awns: RIGHT PAGE: LEFT & RIGHT ELEVATION "D' 50 KPH D . 06/09/21 SCALE: 1/4"=1'-0" SHEET A3D ELECTRICAL LEGEND SYM. DESCRIPTION -0- STANDARD SWITCH 4 -WAY SWITCH -WAY SWITCH DIMMER BWITC 4 H_9 KISH BUTTON ISCONNECT T rWERMOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) 10V DUPLEX RECEPTACLE I0V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROOF/GPI RECEPTACLE (GROUND FAULT NTERUPTER) 1OV QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR D 20V RECEPTACLE (4 WIRE GTOR) -0DEDICATED RECEPTACLE 1-0 L MOUNTED LIGHT EILNG MOUNTED LIGHT PANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. FT.) am BULB LIGHT FIXTURE 8B3 4 BULB LIGHT FIXTURE A>9 BULB LIGHT FIXTURE 48' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN �—� DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) Ti r_m O CE88 LIGHT CESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) I{j -BOX (WALL MOUNTED) m -BOX (CEILING MOUNTED) FAN AN (I CFM PER 80. FT-) JAGK DETECTOR (WALL MOUNTED) DETECTOR (CEILING MOUNTED) IMOUNTED /C XIOUN ) ING MOUNTED OUTLE GARAGE K RT ION OF TV J 4 OUTL P • TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF ���EDITI�(2�0) 4 NEC2�.1220114 NEC 2�.12 2011 EP1A2N. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 POOR Nth EDITION C20201 • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL CN FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F6CR Nth ED (202®) • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FDCR ITH ED (2020). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST. BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020(RESIDETITIAL EFFICIENCY) I� PRE -WIRED PRE -WIRED CLG PAN CLG FAN ' COVERED ' LANAI `\© DMG ---- L V-0• 4,_�. •fit 4,_0. � I I I GI�I FOR MICRO/ HOOD ABOVE O BEDROOM 4 RE -WIRED ©—, CLG FAN I BATx2 Ill SDICO \, GREAT ROOM T IS L PRE -WIRED CLG FAN -rt / �PWDR — I PRE -WIRED �0. RaRYI- CLG FAN — — w.Lc \\\" Wic 0. �' - - ---© BEDROOM 3 PRE -WIRED CLG FAN OF -7^ LAUND. 4GFI PLUMBL.T. GFI 044• • 44' _ APP. APP. L---j E GARAGE GFI IRRIGATION OUTLET CLG. GFI OUTLET j I II• I I I I o I I s I I i l 1 LED LIGHTING Ca? DOUBLE LAV. BATH I ELEVATION D METER FIELD VERIFY LOC. BEDROOM 2 ; I HB I \ _--------- OPT. OPT. COACH COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4' • I'-0' I I I� I I � II• I LED LIGHTING 0 SINGLE LAV. POWDER BATH ELEVATION D I I.5• I I I I I LED LIGHTING ® SINGLE LAV. BATH 2 ELEVATION D 3 2/0 CU, I % CU GM 2" CONDUIT OR 3 4/0 AL, 1 M AL 00 SN 2" GONDUit. TO TERMINATE ABOVE SOFPIT • OVERaANGJ 200 AMP ELECTRICAL RISER NOT TO SCALE. r�� GENERAL NOTE&, COMBINATION A ELECTRICAL MATERIALS AND M&TALLATIONS SERVLI.E DISCONNECT SMALL COMPLY WTH PROVISIONS OF PROVISIOF n SWTCH AND THE ���I�l��m). LOCAL CODES, AND ELECTRIC ALL LOCAL POMR COMPANY REGIUIREME NTS. METER IN NEMA B. ALL CONDUCTOR& SHALL BE tYf°E TWHHRHW 30 ENCLOSURE 200,y2 UNLESS NOTED OTHERUISE. POUM COMPANY TRANSFORMER PROVIDE 200 AMP, I20/240 VOLT, I PHASE — SECONDARY ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 %W AUklINI'I (AL) IN 2" DIA =OULE SD PVC CONOWT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. naenlora cAet.t SEINICE TELEVISION B+tR.aacE SERVICE tu21n•rmNr BNTwANCZ 6GWFMBNT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 Cu SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL- PROVISIONS OF FSIfR TTH EDITION (M70) S/S" DIA x S FT LONG COPPER CLAD GROW4 ROD A R C H I T E C T Il Grows" to 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA M: 0003325 8 0 h 4 BLJBDM & LAT SILVERADO LOT#11 BLK#10 [PROJZCT# 03719.001-11101 1LODET- "2045-LANTANA" GARAGE BWING: RIGHT PAGE: ELECTRICAL PLAN 50 MPH aXP. �ppA'E: 06/09/21 SCALE: 1/4"=1'-0" SHEET E1 GOND I I I I I I I I I I I I I I I I I H5 I I I I I I I I q L------ -- — f I 2'I-4' I N I III Q ' • I 9 VTR•IR Q KITCHEN SINK I I V. v 12' I 1/2' .il m AUTO I VENT I SF4UR 2' L V. I 2' 1 1 I I I I 9 LAv. 3' PT I I F,RE- U)ASHER PLUMB — I— LT --------- � - L V. 5' LL VTR r 3 I I LAV. I/2' k 2. CO 1.4 4,_I ,_8. 12'_I0• 1/2' I 3. TUB/ ( TO SHUR I 2, MAIN R/A m PLUMBING RISER D �.DPT7 i � ------ ---- 6FT ii j O I —_ —_I PLUMB L.T. L---J M a HB -- --- o PLUMBING PLAN SCALE: 1/4' . I'-V A I C N I T I C T G 2Dero i �n 1441 N. RONALD HtAUAN BLVD. LONGWOOD, FL32750 PH: 407.7748078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 w O 0 BUBDIV do LOT: SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 MODEL. "2045-UNTANA" GARAGE BRING: RIGHT PAGE: PLUMBING PLAN 50 MPH E HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS, 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 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 ELM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET I 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 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 $HALL, 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. IMC0M4"IENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO PLENUMItEXTERIOR AIR RETURN CONC. W/ (2)-3/16'X2' TAPCONS CONDENSER UNIT SIMPSON WB ROLL STRAP OR EQUAL ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLER 4' CONCRETE SLAB 'USX 1//4' SHTR.AMTL. SCREWS TO UNIT W1 l2) WALL VC CONDENSATE DRAIN LINE CONDENSER UNIT EVARTRAYLEEVE TO LINES BELOW SLAB CONNECTION TO PAD REFRIGERANT LINES TO pLA7F0l�I'1CONDENSING UNIT NOTE: MAIN COND, DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE M AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS C SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL Cp, PLUG 6' __SEESPEC. BRASS PLUG —�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //--WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTIAWEC FLOOR SLAB CLEAN —OUT (TYPN FIN. GRADE OR PAYING P-S'XW CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ZEXT. GROUND CLEAN —OUT (TYPN ) MECHANICAL PLAN SCALE: 1/4' • F-0' m Design GrouP"1a 1aa N. NUNRLU KC m eL— LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com kh AA #: 0003325 C F a awaDm At LOT: SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 MODEL' "2045-LANTANA" GARAGE aKiNd: RIGHT PAGE: MECHANICAL PLAN 50 MPH 2X4 TOP PLATE A R C N I T E C T PLAN CORMR C/AO PRE-FAB TRU88 w' Twac t coAT v crGl we I/2' CLCG. BOARD FW> 4 ieD SYNr AMA MASOKW rae DIRECTLY TO RAT CGS P.T.uo Design NOTE: STUDS IN 5' DIA. SLEEVE, CULL AS NO O PARTITIONS SUPPORTING CULL 1'OU Ina DO NOT GUT arNovAL RIG. 1/2' DRYWALL WALL HUNG PLUMBING REBAR °'" "Ta GSx � " Li44ikONALD KAGAN BLVD.FIXTURES AND WALL PIPE MATWM SneP WOOD, FL32750CABINETS SHALL BE NOT eA►ua "101LDN ALL :407-774,6078LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT rl S.m,S R.�600 LM ANaWD terSOLID GROUT THE BOND cw cm STeeL _DOOR m~j X: 407.7744078SPACED NOT MORE vrGTr oL ew P TO abd ssigngroup.comSECURE BT. 2X4 WOOD W/ (1)- e5 BEAM A www.abdoLsigngroup.com PLATE to BLAB STUDS •24 THAN I6' Or. OR, NOT _ uaco SAr WOW JAM PER in COURSE REBARS P ap= GALV. GTEEL W/ 10d MASONRY O.C. LESS THAN 2x6, WHERE NAIL • 32' OC. SPACED NOT MORE -- APPNwx Grrs �eRr cAL nerx OVEMMAD DOOR eY CA OY OnfRe By MATED ro MAX THAN 24' O.G. TR'= ERACKETS Room uv PR XX= . SLAB APP AMIAL N[a FIN. FLR (2)PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLACK (a:)GARAGE DOOR JAMBS D1 SCALE: I I/2'GI'-0' D1 SCALE: 3/4'GI'-0' DT 'G'•''�'T•' 1 TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'-I'-C' SPF FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING 2X4 24' O.C. MAX ----,WITH SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES UNDERLAYMENT AS PER FBCR 905.11. ROOF SHEATHING THICKNESS AS PER h 0 L HII l j THICKNESS AS PER SHEET SNI. FIBERGLASS 9HNGLE9 PER STRUCTURAL DETAILS WITH UNDERLAYMENT AS PER EATW 905.1.1. SHEET SNI. SECURED PER AS PER FBCR 905.1.1, ROOF FASTENER SCHEDULE SECURED PER ROOF SHEATHING THICKNE88AA8 PER FASTENER SCHEDULE THICKNESS AS PER SHEET SDI. BTIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE OR 1/2, HIGH 9' p , - �. � 9 2x FASCIA PER STRENGTH CLG. 2x FASCIA PER MAX •A' ELEVATIONS BOARD REFERENCE ELEVATIONS O. PER ELEVATION VENTED SOFFIT STRUCTURAL VENTED SOFFIT CONT. 2x RAT RUN SECURED PER �H PRE-EWs TRUSS Ir Akf SEE ENERGY GORE FORMS FBI! \\\ PRE-ENG TRUSS WALL SHEATHING STRUCTURAL DETAILS / {; INSULATION R-VALUES THICKNESS AS PER J WALL SHEATHNG c MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEELAT ON CODE FOR SHEET SNI. SECURE PER THICKNESS AS PER PER ELEVATION FASTENER SCHEDULE SHEET 8N1. SECURE PER 2x FASCIA PER TYp 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS O.H. ELEVATIONS 5/8' GYPSUM BOARD OR 1/2' ON SHEET BNI. R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH Cl-G. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2 PT SECURE PE R-4.1 INSULATION x .. D R STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.G. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING V CMU CEMENT PLASTER APPLIED STRIPS 0 • 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRYCEMENT 1/2' THICK, 2 COAT �' GYP. WL.BD. a, cm CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. APPLIED WOOD BABE DIRECTLY TO MASONRY WOOD BASE PLASTER DIRECTLY TO MASONRY I 0'-0' FIN. FLR. L i. 0'-0' FIN. PLR. 0'-0' FIN. FLR,I 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 s 1TH EDITION, SECTION R301.13 AND I609.5.1. AND 160TIB.1. W/ WINDOW OPENING TYP WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION n e ti B N NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE EIVHDIV dt TAT: SILVERADO LOT#11 BLK#10 [PROJMCT# 03719.001-11101 MODEL' G2045-LANTANA" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE: 3/4'"1'-V UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE G D1 WITH FBR S05.1.1.1 OF THE FC BR D1 WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 54 WHICH USES 2020 1TH EDITION IS 54 WHICH USES (V TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 0486S TYPE III TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 1 c iU 0 l+ I PRurr 06/09/21 ISCALE: 1/4"=1'-0" SHEET D1 IQm 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (0 V2' X e' J-BOLT W/ 4' MN. EMBEDMENT W/ 21 X 2• X U8• WASHER 4 NUT OR W (2) I i' X ANCHOR BOLT6 WASHER 4 MUT E ONE 2.4 TO BLK W/ m IE 10 1/4'TAPOONB I in, EMBED. s OC, 4' END DIST, I IW EDGE DIeT. 2X6 *ARAC E DOOR EUOK SEG RI/ (6) v2' X e• J-BOLT OR AN N Bicefi,1-i BOLTS, LW W MIN EMBEDMENT E X 2' X VS' WASHER 4 NUT. (I) S' OF TOP, rU WTHN S' OF TIC IE (3) EVENLY SPACED.E NOTES. ALL ANCHORS ON Al BE N ACCORDANCE TO MANUFACTURER'S N6TALLAVON INSTRUCTIONS WHERE fi IN6T TId46 A M 6TwwwwT GARAGE DOOR �11BUCK ATTACHMENT 3 srx6 n•.ra 2X4, SECURE TO BLOCK W/ 3/16' TAPCOND (MR SHANK 61ZE A45 MIN. LEAD SIZE 300 MIN. EMBEDMENT 1 V49 WTHN S' OF EACH END 4 IS'Or— MAX SPACING. 2X4, SECURE TO BLOCK W/M6' TAPCONB (MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 B' O.C. MAX SPACING. 2X4, m SECURE TO BLOCK W/ 1/4' TAPCONS (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1149 WITHIN S' OF EACH END 4 B' Or— MAX SPACING. 2)(6, ® 2X6, ® 2X6. = SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS W42) 3/16' TAPCON6 WK2) 1/4' TAPCON6 MN. MN. SHANK 612E J46 (MIN. SHANK SIZE J45 SHANK SIZE .146 MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 HEAD SIZE 300 MIN. O' cmMIN. EMBEDMENT 1 V4') MIN. EMBEDMENT 1 1/4') EMBEDMENT I V49 WITHIN 8' OF EACH END 8' CM WITHIN S' OF EACH END e' CM WITHIN W OF EACH END 1/2' DRYWALL 4 Is, =MAX SPACING. 4 16' O.C. MAX SPACING. 4 is, OJ:. MAX 6PACRKi. S' CM b(4 P.T. OR S/4•X4' MN. IA' DRYWALL 1/2' DRYWALL U2' DRYWALL SECURE THR) FRAME 4El I'X4' 2X& ® 2X6. 1=1 2XUb EXTEND 1.1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK ❑ I'X4' SECURE TO BLOCK PX4• BLOCK UV 3/I6' WK2) 9K' TAPGDW P.T. NAILER WKI) 3/I6' TAPCONB P.T. HALER WK2) V4• TA -CONS P.T. NAILER TAPCONS DOOR CASING (MR SHANK 617E 141 1/16. OAM X 4' MN. MIN. SHANK SIZE J45 DOOR CASING MIN. SWANK 812E J46 (MIN. SHANK SIZE J4D MR HEAD 81. 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 1/K' O.BA. X 4' MIN. MR HEAD SIZE 3O0 MR EMBEDMENT 1 V4•) DOOR CASING MIN. EMBEDMENT 1 V4') MR EMBEDMENT I V4') MIN, EMBEDMENT 1-1/4' WITHIN W OF EACH END WITHIN S'Or EACH END WTHN 8. OF EACH END DOOR CASING WITHIN e' OF EACH END DOOR JAMS OR WINDOW 4181 OL. MAX 4 IS' O.C. MAX 4 W Or- MAX DOOR JAMB OR WINDOW 4 W O.C. MAX SPACING DOOR JAMS OR WINDOW ATTACH TO 2X PER 6PACING. DOOR JAMS OR WINDOW SPACING. SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A WINDOW TO BLOCK +3/4" OR +5/4" 2X4, US SECURE TO BLOCK W/ 3/16' TAPCONS (MIN SHANK SIZE J4D MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WTHN 6' OF EACH END 4 W OC, MAX SPACING. 2X6, OW SECURE TO BLOCK W/(2) 3/16' TAPCON6 MIN. SHANK SIZE .1415 MIN, HEAD SIZE 300 MR EMBEDMENT 1 1/49 e, cm WITHIN e' OF EACH END 4 I6. O.O. MAX 6PACIN6. 1/2' DRYWALL 2X8, ® i'X4' SECURE TO BLOCK P.T. NAILER W/0l 3/16' TAPCON6 DOOR CASING MIN. SHAac SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 O):. MAX SI"'A �"' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE& DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" `�011 TO BLOCK +1 1/2" NOTE. 844IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" /;)1RND011 TO BLOCK +1 15/18" 2X4, SECURE TO BLOCK W/ 3/16' TAPCON6 MIN 814AK SIZE J46 MN. HEAD SIZE 300 MIN EI'1DEOMENT 1 1/49 WITHIN 8. OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MOT BE 2X6, m ON OUTSIDE 4 8ECUED SECURE TO BLOCK TNROUG.H NON-STRUCTURAL WK2) 3/16' TAPCONS 3AW TAPCON MIN. 1.1/4' (MIN. SHANK 812E .145 11310MOMENIT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OP EACH END 8' CM 4 If'Or— MAX 6PACNG. IR' DRYWALL 2XS, H2487 ❑ SECURE TO BLOCK I•X4' WK2) 3/16' TAPOON6 P.T. NAILER (MIN. BNANC SIZE J4D ODOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN S• OF EACH END 4 b• oa MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/47 DOOR JAMB TO BLOCK +2 1/4" OR TO B CK +2 /4" NOTE, 8141M AS HEEDED TO PLU915 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" a wrxnnw Tn arncrr +a^ 2X4. m SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SWANK 61ZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 1/4') UT14N S' OF EACH END 4 18' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST DE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TFN41011GFI NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCCN MR 1-1/4' (MIN. SHMK SIZE J40 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 1,149 WTHN 8. OF EACH END 6, cm 4 IS'Or— MAX SPACING. 1/2' DRYWALL 2XS. m I'X4' SECURE TO BLOCK Lj P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MIN. SHANK 612E J48 MR HEAD SIZE 300 MIN. EMBEDMENT 1 114') 2ND ZX SEGUE TO STRUCTURAL WITHIN S' OF EACH ENO MEMBER WK2)2d WITHIN S' 4 IS' O.C. MAX OP EACH END 4 6' TO 8' O.C. MAX 6PACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE. SHIM AS NEEDED TO PLUMB MAN PACTIlREB DETAILS, JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" r1E1 w mn prnrtr +s^ NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 9/16" �1RNDQW TO BLOCK +3 7/18" 2X4. 6ECINQE TO CLOCK W/ V4' TAPCONS (MIN. SHANK SIZE .14D MR HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 B• O.C. MAX 6PACNG. 2x6, SECURE TO BLOCK WK2) 1/4' TAPCONS (MRL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WTHN S' OF EACH END 4 16' OC. MAX 6PACING. 2XS, SECURE TO BLOCK WK2) 1,14' TAPCONS (MIN. SHANK SIZE J40 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 1/41) WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-6TRJCTURAL 3AW TAPCON MIN 1.1/4' EMBEDMENT INTO BLOCK LJ e' a-u 1/1' DRYWALL PX4 P.T. NAILER �I I' P.T. X 4' MIN. DOOR CASING ODOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU IS JAMS (DO NOT EXCEED V47 DOOR JAMB TO BLOCK +3 3/4" n 1fLNDOW TO BLOCK +3 3/4" A RCHITECTS 6 Grow i,n dL 41 N. RONALD REAGAN BLS, LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003326 8 R sF C NJ BVLBDM & L,OT SILVERADO LOT#ll BLK#10 PROJECT# 03719.001-11101 MODEL. "2045-UNTANA" GARAGE BITING: RIGHT PAGE: DETAILS 50 MPH JUN rs"'JN-r 08 09 21 DATE: / SCALE: 1/4"=1'-0" IN MT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10960.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32S02.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16S03.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 S678-RS CLOPAY BLDG. PRODUCT CO. OCT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 IS279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 2395S.1 THERMA-TRU EXT. DOORS 6'-B" 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 OCT. DOORS B'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT, DOORS B'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 23192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.2 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 FL IS272.1 ALSWE 'ZT'VINYL SOFFIT SOFFIT 2020 FBCR 22/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 A N C N I T E C T S Design Grou(rl�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078' FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332E I; b .y. 0 SunDLV. & L,OT SILVERADO LOT#11 BLK#10 PiiOJECT# 03719.001-11101 MODET- "2045-LWANA" GARAGE OWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. L�ViV DATE: 06/09/21 SCALE: 1/4"=1'- 0" SHEET D3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH - I' O.C. MAX (VIIIII NOTE,. DO NOT PASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES IUr W LEG CNDNSF,CLROCONTROL USED DURING INSTALLATION ------- FASTENERS TO BE SPACED • 1. OC, MAX VERTICALLY p TMICK 3 COAT CEMENT PLASTER INS LAYER R. FORTIFIBER BUILDING PAPER APPROvED PETAL LATH FASTENED-11(VERTJ OG. MAX AT SUPPORTS 1411115 LAYER 'L STUCCO WRAP WOOD "ATHING LATH SMALL NOT me0014rM " 6' TO 6'IN I ►' TO -• THROUGH CONTROL JOINTS BUT SMALL BE STOPPED AND TIED AT EAGN SIDE PROVIDE 2X4 BLOCKING PER ASTM CId,3 PLACED RAT MAX 6' TO S' FROM CONTROL JOINT WIEN CONTROL JOINT FALLS ON L FASTENERS FOR FOR LATH TO BE MML5 ORR, STRUCTURAL III STAPLE& IN COMPLIANCE UV ASTM C063 2. WRE TIES TO BE (NO. 10) 00415' WIRE 3. BLOCKING SNOUN MAY Of IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN RI�N�I iINA AR41�Ili I M�MwIIgAI O"M" TYPE CONTROL JOINT Ot IRO pEINO . R. A ®TOLD OLPOI.D-- M. A 2. COWAN - Fr. 6 f CMAM . R. C OL POLO 249APO - Pr. A 2. CIOMI2 . FL 6 POLO 4F A- ±7 ® L FOLD 261uIv • Fr. A 2. CNAW 3. CNAN - Pr. C 'L POLO pr. C OVCR PR. 6 TLLL Pr. C 7011a66 601TCr1 PLANO[ r EDIT@ RLANW Iwm Murrr MAL POLO, QQ IG'L art. .T) (am UQD1. "TALL Nix RA6fINO AT 111017-0 Q ROOF 1 GALL tamos=IOM INSTALL FASTENERS (CLIP6; Nam, STRAPS, STAPLES) AS APPROVED OUfLONG WRAP REO)IPMD TO SECURE PIPE/ U3RE TO FRAMING SMALL OR LAPPED A MINFIUM OF 6' - VERTICAL LAPS (ROLL UIWI LAYER -L ENDS) 4 6' .HORIZONTAL LAPS ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' STUCCO Y2WU- UNTH FORTIOER SHEATHING TAPE � U"LAYER 4ER , FORTFIB \ OUILDNG PAPER / PETAL LATH 6'x6' SELP-ADWERING MEMBRANE / \ RLASMNG OVER 4'x4' WA P-ADHEIING MEMBRANE / r nN LAF . 46TAL LAI \ PLASHING OVER APPROVED MOUSE WRAP. PLANING TO EXTEND ONTO FNP! 4NA' SELF -ADHERING M6'DR.4NE FC tt _ FLASHING OVER APPROVED HOUSE UR/IP. TO EXTEND PLASNRNa, ONTO PMrt METAL LATH WOOD LAYER 'L ' I' THICK 3 COAT CEMENT %' CONT. DEAD ar SEALANT STUCCO WRAP I PLASTER INSTALL. APPROVED WOUSEURAP AIR FETAL LATH INFILTRATION BARRIER OVER 6 _ / I WPM LAYER 4. FORTFIBER SNEATNNG WRD LAYER 4 PORTFIBER OVERTION) TUICCO) MG PAPER / UM LAYER�R C.V.FFNISH (SEE TYPT WALL SECING STUCCO WRAP WOOD GMEATHMG 0ECTION SECTION FlOrbr I.NM1O 6�Mh6 o(p6re.de6mtion ter "11co .p -Iwll comPIY .1 T .23-on ,"wwrem.nb of ASTM C 92B-1 N>. 1r 110ti &.Arior I1Nnp.nd 6.minp hLi 77==7 dml comply Mth ASTM C 1083-19,, 2 SCALE, 1 1/2..1'-0' or ASTM 1787. ® KIC KO UT DETAIL OR IW 11i8". JEWylif _jaUjjW" NFL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITH 00415-K (I2I-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-M'M). AS PER ASTM C1063. FOR REPAIR OF TEARS M OURS LAYERS, TEARS MAY BE PATCHED WA40UBE UIIF.AP TAPE PER MANUIP SO OR PEEL 4 STICK WOOD SHEATI BUILDI PAPEF STUCO 4'x4' SELP-ADMERING MEMBRANE PLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE UNFAP. 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF-� SELP-ADHERING MEMBRANE FLASHING STEP 61 WOOD SHEATHING OR CMU W50 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFAWALL SCREED z 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) r1 -- CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 4• STEP 02 LEGEND 6'x6' SELF-ADMERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE U2IAP MATERIAL) OVER 4'x4' SELF-ADMERINC. MEMBRANE PLASHING OVER APPROVED HODS! URAP. PLANNING TO EXTEND ONTO P1rt CUT AND OVERLAP CNE SIDE OF SELF -ADHERING MEMBRANE FLASHING DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R71031.1 / ASTM C-541-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1 R C R I T E C T• G esi Nn $1 N. RONALD REAGAN SO LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 a R ti eUHDiv. at L.OT SILVERADO LOT#11 BLK#10 PROJECT# 03719.001-11101 U0DELa "2045-LANTANA" GARAGE 97RNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH D 06/09/21 9CAL.E: 1/4"=1'-0" SHEET WA1 INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. BEOUENCE OF FLASHING TO BE, 1. BOTTOM, 2. SIDES- 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT u WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND I`..- VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS III APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y°' CAULKING • JOINT ALL AROUND PER SECTION R 03. E)dBrlar lathing and pltafNrirq BACKER ROD I Exterior use of portland cement plaster shall comply with the application jrequirements of ASTM C 926-18b. Installation of exterior lathing and framing I: II shall comply with ASTM C 1063-19a, or ASTM 1787, WRB LAYER 01, i1 STUCCO WRAP HOODED VENT i' THICK 3 COAT CEMENT PLASTER METAL LATH LLRB LAYER 4, PORTIF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME.) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER R, FORTIFISER BUILDING PAPER WOOD CONSTUCTION METAL LATH a' CMU VINYL CASING BEAD W RAISED BAND $' TO umo:e armen 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING ST" VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WISTONE 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 7/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP < SIDES SELF t WOOD SHEATHING FLASHING WRB LAYER 01, UNIT FVENT STUCCO WRAP PREMANUR DRYER CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIF15ER BUILDING PAPER SEALANT • TOP t SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER M, STUCCO WRAP 6B DRYER VENT (BLOCK) Ya'TO 76'MID-WALL WEEP SCREED BUILDING PAPER �PIHER METAL LATH Wom CONSTRUCTICN Y�FIINISH •TEMP DD 6' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL FLASHING . T' O.C. MAX a, CM BUILDING PAPER` OVER 'CUICK t - WOOD FRAMED �. WEEI° SCMREED L FLASH• r — — — . WALL _ HORIZONTAL WEEP SCREED 7 7 • PIPE THROUGH / WALL ( FRAME TO FRAME), 6' WIDE STRIP SELF CLEANHESIVE FLA614WS, MASONRY BEFORE APPLYING 6• SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLASI CUT OPENING IN A VENT PENETRATION FOR BO`XDINSSTALLAATIAON SCALE: N.T.S. SSTUBGCOAYWRAP ELEC. METEF VERIFY LO A4 7 Gh1 IV r�C�.GIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 'ELEC. METER FIELD VERIFY LOCATION 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 WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT 9 BANE _ BOX, FACE EDGE CUT SUCH NO MEMB ENTERS APPLY TO (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK. S' WIRE, LAYER °I, STUCCO WRAP WRB LAYER •I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER s2, FORTIFIBER BUILDING PAPER STEP 1*3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD a • o • e (SEE TYPICAL WALL SECTION) OVER 60 MIN GRADED' METAL LATH FELT -PROVIDE SEALANT AT ALL °e e• JOINTS AND o • INTERSECTIONS o° . e. o • o ° STEP #5 STEP #ro l 9 ELECTRICAL RECEPTACLE A R C N I T E C T{ 6 GPO i to 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 h r 3 l" a aVHDIV. aB IOT SILVERADO LOT#11 BLK#10 PROJECT# 03719.001-11101 MODEIt "2045—LANTANA" GARAGE 011111IIQG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH E WOOD SHEATHIN WOOD —� CONSTRUCTION ji HAT CHANNEL ' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 9, STUCCO WRAP %' THICK, 3 COAT CEMENT PLASTER WRB LAYER STUCCO M EXT. WOOD PRAM(; WALL WRB LAYER 01, SUB -FLOOR DECKING STUCCO WRAP WRB LAYER -2, FORTIFIBER P7E-ENG'D TRUSS BUILDING PAPER i' THICK, 3 COAT CEMENT WEATHER RESISTIVE BARRIER -1 PLASTER WEATER RESISTIVE. 6' SAP. • TOP OF WEEP SCREED BA MMER 9 TO SHEATHING BEHIND WEEP SCREED COAT CQ7ENII � CK3 4' POSITIVE DRAM R METAL LATH IF !I _�� __ E3 ESeWEEPP Y e�EEn WOOD SHEATHING — FLASHING WRAPPED • TOP OF WEEP SCREED •}"y 1 - \ TO SHEATHING BELOW ' WRB LAYER -1, STUCCO WRAP '"�� I WRB LAYER 4, FORTIF15ER _ i I _ I BUILDING PAPER 1 , 6' SELF-ADHEREING FLASHING U49AFM'ED 1 I/ ��' `4' /2 nzep • CORNER OF CANTILEVER POSITIVE DRAIN wjwm b GAP IN FIELD ­1(SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD r10 ADTL. (9)CANT. SCALES 11/2'•1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / A5TM C-541-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER '1 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 4 111"A CASING BEAD i' THICK, 3 COAT CEMENT PLASTER 5/8, TYPE 'X' DRYWALL METAL LATH WREXTURED 4 PAINTED WOOD SHEATHING FINISH THICK 3 COAT CEMENT (2) 2A2 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING 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 VINYL CASING BEAD ;' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH "/TEXTURED 4 PAINTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN VINYL CASNG BEAD VEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION I EXTERIOR GRADE Yi GAP FOR BACKER DRY WALL ROD s SEALANT •' POI,ITIVE DRAW i' THICC 3 COAT CEMENT VINYL CASING BEAD ee aiysen PLASTER —_ VINYL CORNER BEAD NO GAP N FIELD VINYL CASNG BEAD WATER PROOFING lot LAYER C2 LAYER PEEL (GWOM FOR CLARIFICATION SEPARATE ACCESSORIES ONLY) t STICK) "�01w"'er"i S FLOORC C ANTILE VER DRIPp (TREX E D G E CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - 3' X 3' 26 GA. GALV. MODIFIED w FINISH LAYER (2 LAYER METAL DRIP EDGE 3/4 RESILIENT PEEL t STICK) _ {7�/}(\\� SET IN FULL BED OF HAT CHANNEL STICKPEEL E SPACE FRSEALANTJxC!'1 DRIP VINYL CARING I STICK •DRIP FACE TO TREX EDGE TO DECK 2LUMN SHEATHING PEEL � EATHER RESISTIVE AR�RIER M LATHIER RESISTIVE ARRIER "2 SAP. \ -EEL 4 STICK I )Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 3' MIN. SPACE FROM DRIP FACE TO TREX r— WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER 4 EXTERIOR COLUMN ( LEGEND COLUMN SHEATHING W SAP. i)(t'x3"L'FLASHING DRAINAGE PLANE (WRB FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) I V X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIF15ER ------ SET IN FULL BED OF SEALANT,x'MIN. BUILDING PAPER) SPACE FROM DRIP FACE TO TREX /INYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING Ist LAYER (2 LAYER PEEL t STICK) WRAPPED FROM STUCCO L. BALCONY DECK TO CANTILEVER WOOD OR -1/lro' ZIP WALL �' THICK, 9 GOAT CEMENT PLASTER SHEATHINGS METAL LATH J I W/TEXTURED 4 PAINTED / WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Yi GAP FOR BACKER FINISH 111'XI ii P.T. OR SIMULATED ROD 4 SEALANT —4' POSITIVE DRAIN i' THICK, 3 GOAT CEMENT SCREED WOOD ITREX) FILLER CONTMIUOW VINYL C'�'S DEAD PLASTER WEEP AP IN FIELD WATER PROOFING lot' WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CLARIFICATION O' LAYER (2 LAYER PEEL • BARRIER 9 VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) STICK) WRAPPED FROM WEATHER RESISTIVE CCAANNTTILEVEREOC TO , DAdglIER4 BALCONY DRIP &'PEEL 4STICK • DECKr, 11C EDGE INSTALLATION 0 COLUMN DRIP EDGE TO DECK EXTEND OVER DRIP FLASHING) (OCAS ®® 3'XX •26GAGALV. ,N S WOOD SHEATHING METAL DRIP EDGE - SET IN FULL 15ED OF ; I NXI 'Yi P.T. OR SIMULATE WOOD (TREX) FILLER SEALANT, 11' MIN. SPACE FROM DRIP WRB LAYER 01, t: CONTNUOUO FACE TO TREX STUCCO WRAP ` Yi GAP FOR DACKE vwrL CASING DEAD 2x FRAMING MEMBER y ROD A SEALANT WATER PROOFING 4t COAT CEMENT WOOD SHEATHING FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL ( PLAASTER3 WRB LAYER 02, FORTIF15ER -' PEEL 4 STICK) 3/4 RESILIENT STICK) MAPPED FROM BALCONY DECK TO 2 IR' g�� BUILDING PAPER "= HAT CHANNEL CANT!LEVE!E FASTENED TO SHEATHING ! WRB LAYER "I, R3 COAT CEMENT - • T' OZ. MAX ! STUCCO WRAP METAL LATH c — METAL LATH 5 ,! I ! 5/6' TYPE 'W DRYWALL WOOD SHEATHING LLEATI$R RESISTIVE �,� WRB LAYER M, i' THICK, 3 COAT CEMENT �� i WRB LAYER 02, FORTIF15ER u)rtEXTURED . PAINTED FIN18H BARRIER 9 STUCCO WRAP PLASTER ' BUILDING PAPER i' THICK 3 COAT CEMENT WEATHER RESISTIVE 4 BARRIER - oRaIN .! WOOD SHEATHING & 'SELF -ADHERING METAL LATH PLASTER �RNER WEEP SCREED METAL LATH FLASHING ! BEm ` Y!I THICK, 3 GOAT CEMENT WM"L �11'�+ BEAD NO GAP IN FIELD uARB LAYER �2, FORTIFIBER \(EXPLODED VIEW FOR PLASTER (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) OUILDNG PAPER ' CLARITY) BALCONY DRIP 11 EDGE INSTALLATION 14A CORNER HEAD ® FRAME .'I DRIP GAP f �� 1, 2 1/2' 1 CORNER BEAD (FASTENER 4 SPACING* 7 O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK WINDOW FLANGE WRB LAY BUILDING METAL L� J' THICK, PLASTER &'SELF-, FLASHINI DRIP C WINDOW 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A R C N I T R C T R Gr0usi;>;n 1441 N. RONALD REAGGAN BL) LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA A: 0003325 eumi ANNE SVHDIV. & Lo SILVERADO LOT#11 BLK#10 PROJECT# 03719.001-11101 MODELS "2045-LANTANA" GARAGE $wIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH W. WOOD SHEATHING WRB LAYER M, — STUCCO WRAP WRB LAYER 4, FORTIFIBE BUILDING PAPER METAL LATH a' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING—T FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER •I, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER *2, FORTIF15ER BUILDING PAPER METAL LATH 9' THICK, 3 COAT CEMENT PLASTER WRB LAYER $2, FORTIFIBER C BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD ® WINDOW 15C (FRAME, W/BAND) M' GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM • STUCCO TO SIDING TRANSITION SIDING 5 STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER $1, STUCCO WRAP � CASING BEAD W SELF-ADHEREING FLASHING OR PEEL d STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 WEARIER RESISTIVE / \ rLAP eIDRYa -ADHERE FLASBEWLIFW O' SELr-ADHERIWA 4Q' PLASHING L _. t WEATHER RESISTIVE / STARTER STRIP \ \ BARRIER, DER 7SISTIVE ...y I I \ W SELF -ADHERING I / FLASINMG \ ` — GALVV METAL GALV'D METAL 'Z' PLASHING W PLASHING Wi000 TRIM MEMGER / .:. ` It E 'll;aoD`TR'� I \ ` / OR APPROVEGAP 'O'ALSE ANT M SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER "I, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER WOOD cONSTftAcTION BEYOND •' SELF ADHERING BUILDING PAPER ; i WRB LAYER N1, _ WOOD SHEATHING / FLASHM� THICK, 3 COAT CEMENT I STUCCO WRAP WEATHER REe1STIV! / BARRIER'( ' \ WEATHER RESISTIVE BARRIER "I GI LAP PLASTER i DER FMSIOTIVE / / \ S' MIN. ABOVE TOP 'Z' / 1 OP PLASHING WRB LAYER 02, FORTIF15ER 6x�T AP Dom I a BUILDING PAPER I RI��s�an,c VINYL ANGLED •'SEEP-40HEIWNC PLASHNS ' WEATHER RcelanvE CASING BEAD METAL LATH BARWER4 VINYL CASING BEAD i STARTER STRIP \I \ J' THICK, 3 COAT CEMENT oo NOT CAULK OR I W R~aNG L (EXPLODED vIEW FOR PLASTER ' OR CLARITY) GALVD METAL /�' WEATHER -1RESISTIVE NRN Z' R-ASG BARRIER TO LAP I 'UIy IAR WMI TOP �� CASING BEAD ® RAISED 1'7A BAND (FRAME) SCALE: I I/2' • I'-fD' 0 S6'1W ADHEMM_�//jM r\ WEATHER RCSISTIVE—� �J L'�r. WEATTHER RE61SnvE WEARIER , DA ER W✓EATMR RESISTIVE E•2 e!m VINYL eAaWNG BARRIER 9 (WAi' RExIB1.E PVC BACKER ROD) SIDING TO STUCCO MATHER RESISTIVE ® FRAME TO FRAME BARWER a 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — - -- ---------------------------------------------------------------- -------------- J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ,( WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, 71 WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY --------------------------------------------------------------------------------------------- ; V' GAP TYP THICK, 3 COAT CEMENT ` ' CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING j 2X FRAMINGV (W/fib' FLEXIBLE PVC BACKER ROD) i MEMBER APPLY FULL BED OF SEALANT BETWEEN ; BUILDING FLANGE t BUILDING WRAP WRAP ----------------------------------------------------------------------------------------- �� EZ BEAD WINDOW CASING A R C N 1 T! C T rou Gf. + LONGWOOD, FL32780 �YV PH: 407-7746078 FAX: 407-774407E www.abdosigngroup.com AA C. 0003325 0 0 ti a HVHDIV, do LOOT SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 MODEIa "2045-LANTANA" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAIL 50 MPH N0UK1Na OARE SHOULD BE TAKEN IN KEEPING THE VENT PROPERLY T, C AND W SHOMJ IN 4 GALVANgO AUGNEO. VENT PIPE IS SEALED IF UTIUZED. NAIL IN PLACE USING 14.' NAILS AT EACH CORNER. ROOFING CEMENT SHOULD EE APPLIED TO ALL SHINGLE EWES NEAR THE PIWAMTIGN CUT OUT THE GOOSENECK VENT OPENING IN THE ROOF OUTER EWE AND -ND THE ENTIRE PERIMETER AS RECOMMENDED IN SEVERE HEATHER COASTAL SHEATMW. SI E EOPENINOINACOOROANCEVATHTIIE CONSTRUCTONZ(YNES. C RT SHO ANTHEEVENTAMECHANICALVENTFANIS USED, SIZE TIE VENT OPENING IN ACCONMNOE WI VENT FAN NMIUFACTURE'S PIPING CIXNELTOl1 INSTRUCTONS. W NOT OUT INTO TRUSSES W RAFTERS H1EN CUTTING THE OPENING IN THE ROOF. REmmIVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO TWIT TIE NAIUW FLANGE OF TIE VENT LAYS FLAT TO THE ROOF SK-1114O. SUDE THE TOP AND SIDE FLANGES OF THE VENT UP NO UNDER SHINGLES.AL ; OM VENT FLANGES TO LAY ON ESHII ES. THE TOP OF THE SHINGLES. IF f�o� ROOF HOOD VENT DETAIL ECALE,NTS CUT HOUSE~ AT 46' ANGLE MODFIED 'I' CUT N HOUSNLRAE T®'TO FOLD-1 HOUSB TICK F .t WA N AT APPROVED MOUSE~ \ OVER SHEATHING OAR _ UD STUD WAIL SLOP STEP 1 INSTALL 6'- SELF-ADHERSIG M-AS14M OVER NAILING PLANGE AT JA 86 INSTALL 6' SELP-ADFIRM FLASHING OAR vINri HEAD ILAWNG (WTH MD DAME) MAILN6 K-4142E I SlUJI-A ExtBID 00 MASHING, P MEN PLASHING I' MN EEYQD JAM RMNNG INSTALL VNri DRIP CAP EXTEND PLASHING MN 1' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL EIOrTOM FM STEP 6 MOLDEDAROUID EASE OF PIPE MID OVER FLAMIE ALIGN PLASHING IW Hr. EDGE OF SILL KO. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS. STAPLES) N6TALL DUPCW KJLX AP AS TN FLASHKS AT THE FOLD HOUSNIRAP DOYN I TAPE DIAGONAL CUT I ACROSS NEAP OF UNDOU MIN PLUMBING VENT DETAILS SCALE, NT6 INSTALL 6' WDE ADHENVE - IbACXED PL EXINLE PLASHING MATERIAL OVER DRIP CAP JOIN er"oTEGTO-URA ET-20K. of EOWV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS •'"• ••,• "�^""^ �`•, IT OF CENTERLINE II E%IRA FILSTlERS IN UNCERLAWENT END OF SHINGLE TENDENDSMNOLE AT ULT I)' BEYOND ASPHALT ROOFING V/LLLEY CENTERLINE CEMENT 1"CUPPED OFF ZZ_ CORNER AT 1 DEGREE FROM VALLEY CENTERLINE ROOF VALLEY DETAIL EI NT6 APPLY ON W2U (O EOUAL) SEALANT WINDOWICMU JOINT. FLUID APPLIED FLASHING (LANCO WIRE -SEA- PC-N OR EOLLAU. SLOPE 61LL TO EX L ITT 18 THE CONTACTOR$ RE6PONEIdLTY TO YMU-Y THE COMPATIBILITY OF ALL PRODUCTS NCLUDNG HOU6EYRAP, SEALANTS ISELF-ADHERSIG FLASHIM MATERIALS USED DURING 0ON6TRCTION 2. INSTALL ALL MATERIAL$ PER MANUFACTURER$ WRITTEN SPECFICATION6 SEALANTS MAY REACT ADVERSELY F NOT COMPATIEILL LEAN AND BEAL JAM$ TO SILL JOINTS WITH DOW 1155 FOLLOWW. COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRNSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT DEL L IT 16 THE CONTACTORS RESPCNNNILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NI ING SEALANTS A GIELF-ADMERING FLASHING MATERIALS USED DURING CONSTRICTION 2. FLASIIINDI AT EXTERIOR WINDOWS AND DOOR OPENING$ SMALL NE INSTALLED N AC4rOMACE WTI MANFACTMER'S INSTALLATION 167RCTIONS AND APPROVED METHOD U OP MG RIMA U IN ACCORDANCE WITH FENESTRATION MANUFACTURE" INSTALLATION AND PLAS14M INISTRCTION6. W68MOL $CALA(TS MAY REACT ADVERSELY F HOT 'COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) 6CALEI NT6 A E C N I T E C T S 6 GrN i Nn i"I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774.4078 www.abdeBlgngroup.Dom AA #: 0003325 H MISS yU 0 �r C sRs C SUBDIV. A TAT SILVERADO LOT#11 BLK#10 PROJECT# 03719.001-11101 MODEiA "2045-LANTANA" GARAGE 8TIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH E . 2xfo SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE I�\ I� l/8' TEXTURED I FINISH ® WOOD I �l 2X& SUB 1/2' TEXTURED FINISH a+ CMU METAL FASCIA \� WRAP YS' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/S' TEXTURED FINISH • UX70D, 1/2' TEXTURED FINISH • CMU 1J --METAL LATH 9 WOOD SHEATHING OR CMU UM LAYER h, STUCCO WRAP(FRAME ONLY) .�. WRB LAYER -2, FORTIF15ER BUILDING PAPER - '-'-- (FRAME ONLY) c� ROOFMG CEMENT ©PLAN 5- 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) DRIP EDGE �\ I �l/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH e CMU 2x6 SUB -BAND W/1'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2- OFF WOOD WALL ©PL>4N A KICK OUT PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V SCABBED TO TRUSS W/126 NAILS &'-8' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH o END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL / x x x x x x x x x x x x x x x x x x x x x x x x x x x x `7�x x x x x �C7�i� x SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I1 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A C N IT L C T 8 G elu i In 1441 N. NUNALU NtAWAN ULVU. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 J E 0 10 BUDDIV. a. LOT SILVERADO LOT#11 BLK#10 PROJMCT# 03719.001-11101 MODEIc "2045-UnAW GARAGE 811IING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH JEXP. 40'-0" • — TE-1 -- — — F2-24X24 F2-24X24 1 a r FM-i8X181A �f ll rn I b w O a 4" CONC. IF- tl1. SLAB 1 1.1 3 1/2* , BX18 , i `ry " T-0" 4'-4" 9'•2" i 3'-10" 4" PVC I 1CHASE N I I n I ,f I i � �. 00 UU hh TOP OF 3' 3„ i/i/TE-1 SLAB ,� — ¢O I i j U Y I n i 3 1/2 , �� `` N IX II 1" PVC CHASE -, 'c FOR ELEO @ E-i —I ISLAND f; iZ I II I , i q � 9'•11" J I , .I l7, I 4 I ' I m TE-1 I EXTEND r _ _ � SLAB 1 1/2" F- lV TE-1 J fV - ci - — TE-1J6. 8 I I II I I -3 1/2"* I I EXTEND �I N I "FM�-16XIBSLAB 1 1/2" u" SLABwl-3 1/2* L-- 2 N I xI O 2 TE-1 I I I FM-16X18 — — J FM-18X18FMC-16X18 J��LFMCAIIXIII 5'-10" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS, 2. TOP OF FINISHED SLAB SHALL BE + 0'-0'. 3, COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION �0'4", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, EIINDICATES #6 BAR,ENDICATES #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 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'•0" 0/C MAX. SEE PLAN FOR WWM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7,h EDITION DOWEL LEGEND © o'xo' MASONRY COLUMN W/ (2) Oslo ARE DESIGNED TO BE PLACED N CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOWN W/ B DOWEL IN FOUNDATION. SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 18" - (2)#5's - (')0'-0" FMC-1608 16, CONTINUOUS 19, - (2) 's #51N CURB VARIES F-24x24 21' 24" 17' (2) 's ()#5's - (+)OW-0'• TE-1 8" SEE PLAN 8" - (1)#Ss #51N CURB (-)0'-0" F1-3OX30 30' 30' 17• (3) in 7A s F142X42 47 47' 17, 13) WS ( s F2-24X24 24' 24" 47, (2)#68 ( e FOUNDATION PLAN SCALE: 1/4"= V-0" A A C N I T I C T Gro0u0n 41 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 k ti BUDDIV. de LOT: SILVERADO LOT#11 BLK#10 PROJECT# 03719.001-11101 MODEL' "2045-LANTAN9 GARAGE SWWO: RIGHT PAOE: FOUNDATION PLAN 50 H 3W MIN. EACH WAY MONOLITHIC FOOTING z STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED — — — - '<(L CELL SEE PLAN FOR SIZE AND <_ O CELL SEE PLAN FOR SIZE AND REQUIREMENTS ��'s v Q }} C W SPACING REQUIREMENTS �W U SPACING (0 W II° .. — v � a w Q _. v FM O fq 8" CMU WALL O 8"CMU WALL CORNER BARS, E AS ER BAR Z N FOU DA ON WITIH 30�LEG EACH +- 0' -0" ° - TOP OF SLAB a_ WAY AT ALL CHANGES IN DIRECTIONS I ... ° SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB . MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA.SEE CHAMFER (1-STORY) ; EXT. PORCH SLABW/ -VARIES SLAB SCHEDULE TOP OF GARAGE I ° CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 1/2" ISOLATION (WHERE VAND CHAMFER (2-STORY) 18" #4 24" W/ 1/2" ISOLATION 4" CHAMFER (1-STORY)JOINT Ih— 6" CHAMFER (2STORY)JOINT' aAPPLICABLE) z SCHEDULE 30" WHERE gppLICABLE) Z •T� EE SCHEDULE#5 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE ##6 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY 11, AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE 3/4"=V-T GARAGE SCALE:34'=T-O' CORNER BARS DETAIL Q 3 SCALE. 3/4 -1 -0' GARAGE DOOR LAP TOP PLATE A MIN. OF 48" W RECESS AND NAIL W/ 16d COMMON =O NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 9 LAP TO OCCUR OVER STUD OF WALL W/ PLAN W W LU U) V1 W a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ In NEW REINF. BAR p a SECURED W/ 2-PART g SPACING. SINGLE BTM. PLATE lr2W' WEDGE ANCHOR W/ 2" TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PLATE MASONRYY UNITS SET 1• AT ELEV: b 2" CAPPED a EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. 0 16" OC 0'-0 GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. W/FLANGE @ BASE Q 0 FOLLOW ALL MANF. BTM AND TOP PLATE N 0: SPECIFICATIONS FOR ANCHORS W/ 10d x 1 1/Z' b = I USE AND COMMON NAILS FILL ALL i+I 4" 4, PREPARATION OF HOLES, DO NOT USE 10d W Z HOLE. x T, SEE SLAB SCHEDULE SECURE FLANGE TO W < Q RECESS AROUND GARAGE N/(S4)1/4" X 2 1/4"TOP DOOR OPENING TSB OF SLAB ... T� • A `* QQ - ' _ SCALE: 3/4"=1'-0" 4" CHAMFER (1-STORY) 4', . 6' CHAMFER(2STORY) LAP TOP PLATE A MIN. OF 48" EQ. EQ. SEE SCHEDULE AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. FOR WXD, BAR SIZE LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL IPROVIDE BLOCKING WALL W1S PNoD2 STUDS SEE SCALE:34"=1'0" (WI UPLIFT) 5 BOLLARD MONOLITHIC FOUNDATION PLANS FOR SPACING SINGLE BTM. PLATE TO BE PT. SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" PROVIDE DBL, TOP PLATE SECURE ST. PLATE TO SLAB W/tOd MASONRY NAIL 16' O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. W LAP TOP PLATE A MIN. OF 48" SEE SLAB SCHEDULE tr AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED +- 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 �_ ,�,-° _ WALL WI SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE IL e BTM. PLATE TO BE PT, SECURE ST. PLATE TO SLAB W/10tl MASONRY NAIL - - • J ° PROVIDE DBL. TOP PLATE 16" O/C STAIr GGERED. Q W ADDITIONAL METAL m U EQ. EQ. SEE SCHEDULE CONNECTORS NOT FOR WXD, BAR SIZE REQUIRED WHEN NO a�a C N AND BAR QUANTITY UPLIFT IS PRESENT. O 8" CMU WALL 0'-0" POURED LINTEL CONT. (TYR) INTERIOR CURB FOUNDATION WOOD WALL .+0 8" MU FILL 8"CMU FILLEDCELL(fYP) TOP OF SLAB 8 6CALE: 3/4'•=1'-9' (NO UPLIFT) SEE SLAB SCHEDULE I° FRAMING w p{p SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5" _01TOPOF SLAB a` Z Z + MINIMUM EMBEDMENT INTO ° _ "ISOLATED" COLUMN PAD GROUTED CELL 4" FROM ENDS AND CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16' O.C. VERTICALLY MAX --- FOUNDATION AND SLAB B• VARIES B' SEE SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE / FOR I BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY COMBINED EXTERIOR MONO- .s INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO 9 6QALE:34=,'-0' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-9' 1 I SCALE �r E SHOWER RECESS FOOTER 12 SCALE: 9 "=T-0" A I C N I T I C T i M Eksi In 41 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-7744078 www.abdeslgngroup.eom AA #: 0003325 A O R BUBDIV. de LAT: SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 1LODELt "2045—LANTANA" GARAGE BITMO: RIGHT PAGE: DETAILS 50 MPH rA R C N I T 16 T R--I G e i In 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom L AA #: 0003325 �i BU13DIV to LOT: SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 MODE19 "2045-LANTANA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 50 MPH E . DOWEL PLAN SCALE: 1/4" - P-0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ ta' HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. 9 TO HORIZONTAL REBAR W/ HOOK a GROUTED BOND BEAM VARIES PER ELEV. z 0 0 #5 BARS • pad Ell a �QQmp a HooK zo (L "'_°.tea �4'a ao _ e CLEAN OUT REQUIRED O Q a0 Elo FOR INSPECTION ---a-e •� m 1 -0 a � 0'-0" FIN. FIR. o {I. TIE ERTICAL REBAR TO HORIZONTAL °�" ■ REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ° - z ul p #3 18' #5 3a #6 36. #T 47' CMU UNIT DIMENSIONS ©ap ARE NOMINAL SIZES © MASONRY SYMBOLS OFFSET METHOD CONTINUOUS BAR7SIZE 488Ae DIA. METHOD #4 24" HORIZONTAL/VERTICAL HORIZONTALNERTICAL #5 30 3 SCALE:3/4"=V-a' REINFORCING �1 G REINFORCING SCALE: 3/4"=1'•a' 42; 1 SCALE: 3/4"=1'-0" 918" MASONRY COLUMN W/ (2) #5'S ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWNW/#5DOWEL IN FOUNDATION. 'a MbD r_._'�DOUBLE FILLED CELL A R c N I T I e T a 6 Grown Al N. RONALD REAGAN BL1 LONGWOOD, FL32780 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA a: 0003325 y 8 A 0 a� C a, SUDDIV. at LOT: SILVERADO LOT#11 BLK#10 PItOJECT# 03719.001-11101 MODEL. "2045-LOTANA" GARAGE sNING: RIGHT PAGE: DETAILS 50 MPH ------------------------------- _--- _--- ____----- *____ 1 SF16.1T/OM/1B BF1 10'_2" 1 � 1 0' 1 'Y DI AH7T ,� 8F16-lT/0M/0B % 8F16-1T/OM/OB 1 a' 6° 1 1 , 1 1 m , � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 m 0 1 Ety ' 1 1 1 1 1 1 1 1 1 � 1 1 A 1 � 1 1 ♦ 1 1 , 1 8F8 1 1 1 1 1 1 1 1 40 ; 1 1 1 1 T' 1 1 1 1 1 1 BF15" OM/OB 1 1 6 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 ♦ i 8F16AT/0W084.'BY'"' 4.$,. r- - - - - - - - - - - - - J I J* I I ♦ I I I I I � I ♦ I 0 1 I � I f I -------------J i ♦ U.N.O. PROVIDE BB1 WHERE ROOF TRUSSES BEAR ON TOP OF WALL EL. 9'4" 8F36-1 T/OWl B 17'4" LIFT BEAM PLAN SCALE: 1/4" = V-0" y GENERAL NOTES 1.)CDOES 1.1 FLOPoDA WUL CODE ]tl, EDT M, = RESIM"N SECTKxib R4 .2 A R646. 1.2 FLOPoDASULOIND CODE,]MEDITION,20203UILDW,SECTIONSIMI.282101. 13 SULLDINGMMMQIAREMENTSFORRE1NFdRCEDCONC W(ACI314-14). 14 SUILdNO CODE REQUIREMENTS A!lD bPECIFlCATON FOR MASONRY STRUCNRES 40ma-ls) 1.5 OTHER OM ER SN SOCIETYCTUOF ENGINEERS MINW#1L1 DE61GN LOAD6 FOR BUILdN05 AND TRUREb (ASCESCE ]-18). 2.1 CONCRETE COMPRESSIVE STRENGTH AT2B DAYS: 2.1.1 PRECAST WPRESTRRO REINFO RMME TT Pbl MIN. 2.1.2 PRE -CART WiPRESTRE88 REINFCACEMENT-8000 PSI 2.PESTM GTI-3000 PSIwMAx. Ya'A(KRLEGAlE, B'TO 11'SLLMP. 23 EI OR WEARS: 21.1 STELPCD IN PRCT LNL AT H OFMPoCTN ABTM M15'MIRN (GRADE 80) 232 STEEL IN LINTEL MGRADE KOUT BLOCK �IACED IN HELD) ABTMSSTRA DS(GRAPE40). 23 PRESTITAIL REINFORCEMENT STRE38RE 1318E1ED 270 K51 2.5 DETAIL REINFORCEM IN ACCORDANCE WITH AG STAK 2A CONCRETINGOPE AIDS3BHALI COMPLY WITi ACI aTAlDPA0.9. 2E DI.B MARE PERMTM A1pWA1G6NA 3) MASONRY: 3.1 MINIM TETMEACUMTS(CMU)SMALL CONFORM TO ASTM CiO, NORMAL WEIdR WITH MINIMUA NETAREA COMPR@SSNE STRENGTH IO FOR 33 MORTARSHALLGVHFORMIOMTM Gz]O ttPE MORS 3A FULL MORTAR JOINTS ARE REOl4RE0 3.4 BELEMINIMUM THAN 2)Mi. CASOMW MVE NGTE SITNOFCMSMIDMORTM SHALLNOT BE LE38 THAN FT4.2O0 PSI. MASONRY STRENGTH SHALL BE ESTABLIBH@D BY TME'UNIT STRENGTH ALTEMNALY. BY THE 4PoSM TEST METHOD'WHERE L6M REWIREMENis HAVE NOT BEENMET. 4) STRU 4.1 SAAM FE LOAD VALUES ARE F 4' MR N UEELS WNING A BEARING OF a• AMTM A REST M ACCEPTABLE BEA OR OF 4• PER FLGRIM CODBUILDINGDOGE .2 E BUILDING, UIXJ, G, SECTION 21 A SECTION D VALUES BASEFLOD ON WILORATIONAL CODE TM EDITION, PER BtxLd 14 AND TKx12f04.1 43 SAFE LOAD VALUES LIAM ON RATIONAL DESIGN ANALYSIS PER Ad LOAD TABLES S B 402.18 43 DESx3NERMAY MAXIMU RESISTING CONCENTRATED LOADS HEFROM THE SAM DISTANCE TMY FROM CALCULATING MAKIMUM RESISTNG MOMENT MID SFIEM AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT. 4.1 FOR LINTEL LENGTH AT SA• OR GREATER, VERTICAL CELL H LLEDEND SOLID WITH GROUT AND MINIMUM ONE(1)E GREATER THAN ISREQUIREDATEACHENDRO IDELIEEL. 4S SN1EL8TNAT AREGREATER TWIN I DAYS EAR FTERGR MUSTBE NIENT. DIEMPCRARY SUPPORT NOT BE REMOVED UNTL2DAYS AFTER OROUTPLACEMENT. 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/Z' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/Y' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 12" HDG NAILS, FILL ALL HOLES. Z 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 (Al"). 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 2' MEMBERS TO WALL WITH HILTI X-ZF POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER ® 16' O.C. 11. TRUSS REACTIONS AND UPUFTS 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'dY', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 1Q (2)2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc SIZE REINFORCEMENT STIRRUPS REMARKS 13TM. TOP MID SIZE SPACING BB1 MASONRY 3000 rxal 0#5 GROUTED SOLID GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER c, e•A oR ee, Me oP � amo n, 1Zw.5N1AE (21Ra3 rzl wSN,RE mno FRECA31 mw.5vnae mR.2 mw.swwE (2). nro a1w.5YnAe mra.3 mw.SwwE Mm (2)N-RE MN mw.SrhRE mw. (2)N-E MR mw.SYARE m. 01-E 0)noz (21w.5vnae R)NR. lA-mw.SYRRE tz)N... mw.SY«RE mw., mw.SYnRE m,N.+ a, w.SYaRE (zl w.. mwSvnRE mom., 1zlw5YnRE mno., ludo GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER H:eue] m mw.SYmeE ¢Iw essrrr mmmm N.... 12)w wwwww.s..SaSS rvrYRnA„AnftRRaRREEEFE Hx�NR«. ono... » ,omo ,0000 (zw m((mmm22)1 (11mm1Z2221)1 (21w R ..3, m ww wY n 4 mw.aw� mnR.. mwS E 1 m 4 mw.a wRE mR"., A R C N I T 8 C T i 6 Grousi In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA N: 0003325 yh of U x F a susDly & w SILVERADO LOT#11 BLK#10 PROJECT#► 03719.001-11101 MODEL.• 2045-IANTANAR GARAGE BWWG: RIGHT PAGE: LIFT BEAM PLAN 50 MPH W. NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6h8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �c PLACE STEEL HEIGHT. k\, �O REINFORCING (1-2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BARN EACH COURSE. TVP. VN16' (p JU1#5 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH �(LP 0`) COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / TOP OF THE LINTEL. / 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.= VERTICAL REBAR W/ 10" HOOK PO FAG 8x16 DSL. BOND TOP OF BEAM W!(1)#5 BAR BOND BEAM EACH COURSE •\O G 8x8 BOND BEAM TOP OF • W/(1)#5 BARIBOND BEAM 30" TYPICAL �\� F FILLED W/ GROUT -(\AC U =UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 A 16-1T/1 BxB PRE AST CONCR POS��(�fL NOMINAL—� LINTEL W! (1) #5 BAR ( LENGTH OF BAR = WIMASONRY Q� HEIGHT # OF #5'S, TOP g QPE"'NG-2' 7#0F#5'S, CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION REINFORCING THAT XFXX- 1 Tn M/OB INDICATES A DOUBLE BOND BEAM BOTTOM 8x8 PRE -CAST CONCRSCALE:34"=1'-0" OF BOND BEAM 1 AND XFXX- IT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LIT SCALE: 3/4"=1'-0" IS THIS ENGINEER'S INTENT AND XUXX -1T/1MN8 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATITOP LINTEL OF OPENING AND XUXX-,T/DMr00 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-W16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 IN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-14' EMBEDMENT #5 BAR BENT AS SHOWN .31", PRE -CAST -.a 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL g SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" 1 EMBEDMENT 0 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2E SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN LSECURE EMBEDMENT TOP BOND BEAM W/ �/MUWAL SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL %� AT CORNER STEP SCALE: , 1-=1'-0" 5 J SCALE 3 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL a I SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" ,� SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" 6 GrouMn 91 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0. 1pi m O ti SUBDIV. Ae I.OT SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 MODEL.• "2045-LANTANA" GARAGE 8TIA17G: RIGHT PAOE: DETAILS 50 MPH FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1 Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. AH11T 2X4 BLOCKING BETWEEN —� TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED AH15 TO BRACE TOP OF WALL. AH17 AH 19 A A A A A A 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS O O — W "' "' — U U U FRAMING PLAN SCALE: 1/4" - V-0" A 16 N I T I C T I Grown - - -- --- ----- -- --- -- -- ---- LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 Lo 8 p y 14 SUBDIV►. & LOT: SILVERADO LOT#ll BLK#10 PROJECT# 03719.001-11101 MODEL: "2045-UNTANA" GARAGE OWING: RIGHT PAGE: FRAMING PLAN 50 MPH W. DAA E. 06/09/21 SCALE: 1/4"=1'-0" SHEET s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10dx 1 }" NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Od x 3}' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22'x4", 6", 8" x 4'd7' 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 = L1 1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LSS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 a 1 b 1 c TYPICAL TRUSS/ SCALE 34"=1'49' GIRDER CONNECTOR(S) Sam BACIO7Im= 7HERE86 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER a 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" 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, VdL. BD. SEE SHEET SlAA FOR NAIL SIZE AND PATTERN O,I-JOIST CONNECTION @ L.B.W. BCALE:3/4"=T-0" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4`D —HOLE EDGE >5/8" —HOLE DIAMETER < 215.0 SGL. STUD HOLE EDGE >S/8" ol HOLE DIAMETER <3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12"=1'-0' 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", B" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. — LGTD GIRDER WITH(4)j'X 5" TITEN HD TO CMUAND (12)SOS �' x 2 J' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2)}" x 5" TITEN HD TO CMU AND (18) BIDS }" x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ 13)16d (2) }'x 6,rITEN HD TO CMU AND (18) SDS }" x 3 GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF SAL 4"=1'- " GIRDER CONNECTOR(S) 8 3 SA01®tmm TNICIDESS 4500 311" WOOD PANELS 8000 (2) 12' WOOD PANELS BO (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ "",1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS cJ SCALE: 3/4"=,•-0" A- WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A- SIMPSON HUS28 G < 1200 LBS, U < 1260 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) 314"' SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4'* SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3l4"=1'-O' # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 64' MAX (W/1X4) OR 1U-0" MAX(W/2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d C EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-U' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) W-l" TO 80'-0 (3) ')CBRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 12" DIA. 12) ")CBRACE DIVIDED EQUALLY[ITO ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURALMIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 lx4 DIAGONAL P.T. PLATE W/ 12d's 8" BTM. CHORD STIFFBACK (AS PER O.C. MAX BRACING, SEE TRUSS ENG) CONT. 2x4 SECURED W/ PLAN FOR LOCATION 1 EACH TRUSS MAY NOT BE E I S 8E INSTALLED REQUIRED 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. ,. lx4 BTM. CHORD BRACING 6'-0" O/C —END WALL OR OTHER MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ /L /+ INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0' V EDGE CENTRAL SPACING SPACING SEE �gL1� S�g SEE RWA ORGY BTM. CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 6w 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. - Z 2. END OF FRONT AND REAR LEDGER SHOULD mg LAP MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °t CLOSER THAN 6" O/C. OF 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 114" (2) _ PT DIA. x 3" SCREWS MAY BE USED, CAMP CPANNr: P901 IIPPMPNT LEDGER SCHEDULE MARK SIZE BOLTSIZE #EDOESPACINO CEIMMSPACMG A DOUBLE 2x8 1/Z' 8" O/C 16, O/C B DOUBLE 2x8 3W' 8" O/C 24" O/C C DOUBLE 200 12" 8" O/C 16, O/C D DOUBLE 2x10 3/4" e" O/C 24" O/C E DOUBLE 200 3/4" 6" O/C F DOUBLE 2x12 3/4" 6" O/C 1T O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-fY' BLOCK WALL W/ GABLE END ` PRE-ENGD TRUSS SCALE:34"=1' 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 $O LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: -'=T-' A R C R 1 T R C T R 6 Grouper 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 [pnoilccT# MGM a wSILVERADO LOT#11 BLK#10 03719.001-11101 MODEL: 2045-LANTANA" GARAGE SwINC: RIGHT PACE: DETAILS 50 H EXP. FLOOR DECK 216 PT TERMINATION 2c4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116' ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP H SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0' 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 ON EACH END OF "BUNDLE" ON OF STUDS PLYWOOD FLOOR SHEATHING If 2 /m SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/2" HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0' DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ W O.C. 1ST PLY STAGG REDINTORUP ERANDOPLYY INTO 2x6 BELOW 8"CMU WALLAS REINF PER PLAN PER LEVATION J& O SZ D= UU rY Iw PER ELEVATION z 1X2 FIRE -STOP #8 WOOD SCREWS 'k _ x 2' LONG @ 3" O.C.; Nll STAGGERED OFF CENTERLINE OFF2x6; MI SHOWN SIMPSON A23 EA. TRUSS I' a/4., NuPATTuNG PATrEwI PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2)LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 8 ON EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d N W 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 2x6 x 2" LONG @ 3" O.C.; NI 2x4 BLOCKING @ EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF NAILS @ EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) CENTERLINE OFF 2x6; _ 3!4" AS SHOWN 2x4 BRACE @ 48" O.C. w! (5)12d 1'-0" MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8LEDGER TO CMU W/ 1/Z' EXP. BOLT MI Bd RING SHANK NAILS ®4" O.C. MAX a BT. OF FLOOR TRUSS (ST 2X6 IS 8"CMU WALL AT 16" O.C. AND 8" FROM INTO BLOCKING SHEATHING NAILER)L REINF PER PLAN END W/ MIN 5-1/2" EMBED. 16tl NAILS 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC Ie/4. PER ELEVATION PER ELEVATION 0 fiU, . NAILING PATTERN 2 QW � PER ELEVATIONm r-�K PER ELEVATION PER E EVATION 24 PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS a,2 D.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL IF FRAMING BOND BEAMREq. BOND BEAMREq.EVERY TRUS 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-i6 W//TRUSS PSANRIFY AT TRUSSES PARALLEL (VERIFYW/TRU 5 SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE:34"=1'-9" PRE-ENG3FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2/4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4-'O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW A Nk ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX PER ELEVATION 'JI4 I FOR STRAPPING III VERIFY NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATEYPSUM BOARD OR 1/Z' HIGH W/ 1!Z' DIA. ANCHOR BOLT W/ Z' A- SIMPSON MTS12GTH CLG. BOARD 4x4/4x6 SYP NO, 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10dRE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. To SLAB. SEE EMBED. AT 32' OC MAX. B - T SIMPSON MTS12LE TOP PLATE F2x40R SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2v6 WOOD BEARING CONNECTION W/ SYP No 2 STUDS SEE FL#17239 FOR SPACING. SINGLE CONC.POURED LATE TO BE PTLINTEL COURSE DE DBL. TOP PLATE OVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. 2x4 SECUREDLED EACH FILL ALL HOLES, DO NOT USE 10dx3„ 1/2'W' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS 101-0" TRUSS TO BE INSTALLED 10-0" O.C. MAX, EPDXY 5-1/2" EMBED. MIN. @ 16" 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL �� 8 TRUSS TO POST CONNECTION SCALE: 3 4"=1'-0" ° A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. • B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"xa'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 21l2" SDS TO POST CONNECTION @ L.B.W. 9a S,��TRUSS POST TO SLAB CONNECTION SCALE: 3W=1'-0' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <UA 565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-'IYY' NAILS TO POST. A t C N I T I CT 3 G esi In 141 N. RONALD REAGAN BL) LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 z�0 a $r N E SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 MODEI,c "2045-LANTANA" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 ® EA. SIDE SIMPSON H10A OR LGT-2 W/ 10dX1 }" HDG NAILS; FILL ALL HOLES FIBERGLASS SHINGLES OVER #30 FELT PAPER ON jg" O.S.B. SHEATHING OR }" COX PLYWOOD SECURED PER NAILING SCHEDULE KNEEWALL TO ERG. H.T. WI 2X4 SYP NO.2 STUDS @ 16" O.C. KNEEWALL TO ERG. H.T. W/ 2X4 SYP NO. 2 STUDS 0 16" O.C. WI SP2 TOP & SPi BOTTOM � 1 V-7" TOP MTS 12 @ EA. TRUSS — 2x4'S 2x4 NAILER STUCCO OVER FELT OVER PLYWOOD PRE-ENG TRUSS MTL. DRIP EDGE � 2x SUB -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE O.S.B. SHEATHING OR }" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE MTS 12 @ EA. TRUSS �— 2X4 KNEEWALL TO BRG. HT. SECURE TO CMU Wl 1/2"X9" ANCHOR BOLTS W/ 2" WASHERS LL SET IN HIGH STRENGTH EPDXY C 16" O.C. (6" MIN. EMBEDMENT)-TYP. A ENTRY DETAIL-ELEV. 'D' PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN 0 _ 2x SYP #2 DOUBLE TOP PLATE, — LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OfC BTM. LAP TO OCCUR OVER STUD SHEATHING ATTACH PER — NAILING SCHEDULE SIMPSON SP20 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 — C1 16' O.C. MAX SIMPSON SPi Q EA. STUD — BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT. SEE PLAN 0 _ SECURE P.T. BTM. PLATE TO BLK. W/ 10"XY' ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' EMBED. MIN. ® 16' OC MAX. CMU WALL ==A=A==Jk zx KNEEWALL DETAIL C 19 SCALE: 314' • 1'-0' A a C N I T E C T a *41 6 G De gn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0 ti aU DIV. & LOP SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 MODEL. "2045-LANTANA" GARAGE SVIING: RIGHT PAGE: ENTRY DETAILS 50 MPH V FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/37' STRUCTURAL SHEATHING EXP 1 (32M6), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15W STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK I ASTM 8d RING SHANK, 23/8" 0.113 170,000 (16-20 RINGS SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 2 318" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/7' CDX OR 7/16" O.S.B. PLY WITH Sol RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C, TOP & BOTTOM PANEL AND So RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOFSHE a llINGATTACHEMENT SPACING ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2E, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,Ze, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS ® 4" O.C. .- TOP & BOTTOM EDGES - V ' ........... TYP. EXT. SHEATHING ATTACHMENT i RAFTER OR TRUSS ROOF SHEATHING �. z ti 0 0 3 m U BUILDING LENGTH r ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C, IF NO DROPPED GABLE END, ATTACH 214 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 7 DECK SCREWS 0 6'-8" O.C. MAX ERGES & 17' O.C. MAX INFIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ­­4 ULUtUIUMILLtAY btUMtMtltKJ GABLE -ENO-' WP ROOF 1, A x` ROOF WIND DESIGN PRESSURES NET (OROSS) AS 71. ZONE 1 - Tl.3 LONE I -S .= S., ZONE 3n=a0.5 ZONE 3r=.55.3 ONE L=-3B5 "q"= 4'L' ENO ZONE DSTAIJCE LMNo sPEEo. 159 MPH E%PO9lAEGTEGORT: 9' R�sx uTAogx:Il PausIE IFIIWNL ESSwE coEFFlaExr:.I.a to FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPUCATION sI1E 9PMFL REMARKS APRIGTON 91EE TYPE SPACING EMARKS I.-FURRNO TO OABE HMOENED COIL GARAGEOOOR BUCK 110. OI0. TAPCON MASONRY ftIY EMBED, 1"EFL DST., MASONRY ICONC. N IIII LONO. B, O� TO MABONRYICONC. Fo,-9NA FAeTENER A„qC 112"EDGE..T. 800. FL.EXT000RB CASE HMDEl�Cgl POIC WINOOWLOgiI FASTENED WRAGf DOOR BIICN d 0'.-OR 18"OIC19•S'DN 1' EMBED.. Y EFL CST., 1•TT, SEE NOTES WUL 11Il LONG. STAGGEiiED I-MASJNiY20NC. TO MA9DNHY,CONC. 1 DA wwASHER EXPPN90N B0. T M•OC(1 A) 3'EDGE q3T. wNDDw BDCK CP9E HMDfFED 1 B•'aG wNoovlLoow FgSTENEo METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING I•PT, SEEFLTEB NAILI II!'LONG. STAGGEREO INTO MASONt=NC. MmONRII WNc. REQUIREMENTS NODOOR BLx:KLPi, SEENOTEB (ZI MI- ND WASHEA •iAPCUN' _TNER 190E IIICEMBED.YEND DST,11/Y EDGE qSf. NCNAfAPoNG WOOD _To fANC. SLAB IIY E%PPN910N 1•EMBED x"fFD W/WASNER BOLT 1P QC gST..3"ETJGEDST. h PT wNoow BUgf 0. 13A•PAFSZ tB" 5'Olc NO. T T0TES STEEL OJL, SEE WI -ER ­ERE.a••EgSr,tt? 'To EDGE DSTNOTES t STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOWG 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 NCA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR MATH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33C33M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 781 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS RIERMEMBRANE PROWDE 6-MIL COMNlXX15 POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON GROIND WHERE INDICATED ON VAPOR BARLED CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb=1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/S02-16 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED B WITH ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS INCHETANDSE E PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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 SWILL BE RATED TO RETENTION LEVELS OF D.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 DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLD 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 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD-nonconwrreM 10 psf BTM CHORD nonaonwrtent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: IOpsf BALCONY LIVE LOAD BO psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE 8, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pSf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 5w,, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE THE IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 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 MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C911C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS HATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN WCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATION% S. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER I:Irt FOR #16 AND SMALLER 2FOR WAND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SUBS, WALLS AND JOISTS 1.1/1' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM AI 084/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE W TH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3'-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A61SA615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN AC ANC ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' #5 BAR - 30" #7 BAR - 47' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WTHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-076, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO IV'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 316" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., LINO STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 97H EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 km FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 K.J. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14 "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION: AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. A R C N IT R C T S M De i �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdasigngroup.com AA #: 0003325 mQi IF a 1lUDDIV. at MT- SILVERADO LOT#11 BLK#10 PROJECT* 03719.001-11101 MODEL' "2045-UNTANA" GARAGE STUNG: RIGHT PAGE: DETAILS 50 MPH © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX O STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX. nFTAII n J-U rl/HIV IV C L FASCIA FASCIA WOOD BOARD BY OTHERS 7Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 6 TAPLESINSTALLED Q7 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MA)C O.C. 7Q STAPLESINSTALLED, THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT --"'I Q J-CHANNEL f, DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—.,. i—SPAN'L' ------- SEE DETAIL'A' ' SEE DETAIL 'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END �7 EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD Alft (NOTE. I SEE DETAIL'D' ( 7—SEE SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END u BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOI / BY OTHER 2-1/4" EMB. WOOD BATTEN SOFFIT 1D ® DETAIL B J-U r- /AN IV t L FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 Q S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Qg MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANN f, DETAIL C J-CHANNEL BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT 0 FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 >T>1S '' ttti EAVE WIDTH >F��>� � � •� � .375 .375 (ROOF L 4g 3.625 3.625 3. OVERHANG) 5 12 "—CONCRETE; A CMU OR WOOD r— V (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A E C N I T E C T 6 Gr e i gn LONG (;0 ,FL327b0­ - PH: 407-774,6078 FAX: 407-774.4078 www.a bdesigngroup.com 1101 AA #: 000332b 04 A I� a SUDDIV. de LOT• SILVERADO LOT#ll BLK#10 PROJECT# 03719.001-11101 WoDEL: "2045-LANTANA" GARAGE 8T►WC;: RIGHT PAGE: SOFFIT DETAILS 50 MPH scALE: 1/4"=1.—O" S M= SDZ a Ie.��'sS 11-1-f Ivn 0 a a