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HomeMy WebLinkAbout35881 Morse Willow CtlJ 2558 HAW � �� JJ JIl( I .11 m E FOR: 0 • ® ALL wopi� y;�jy7�t/t�.� c©DEN �i+�� r,j�, °tl�i Oli►AL C AND THE C1 r" �RlC CODE ORnJNANCc, Off. OF 2� � Sri aLA'V EXA'�� 12602 TELECOM E:>F f1VE, TAMPA, F=L 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -IpMM BUBDDNG CODE, BESIDEN'1'WP, AAV. ABOVE LAW. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 %TFI BD1lION (�) -ALL LOCAL AND StAYE CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -IQN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - V1ilt=150 MPH Vasd=116 MPH -EXPOSURE - B -1-STORY RESIDENCE -2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C AIR CONDITIONING ADJ. ADJUSTABLE ALT. AI.TERNAIE AMP. AMPERAGE BD. HOARD CL CENTER CAB. CABINET CLG. CEILING CLR CLEAR CON C. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA, DFAMETFR DIM DIMENSION DISP. DISPOSAL DP. DEEP DR. DOOR D.S DOWNSPOUT DEL. DETAIL LUM. M.C. MFR. MIN. M.T. M7D MTL. N.TS. D.0 PL P.B. PH PLT. PLYWD. PR. P.T. R. RAD. RAG REF. RM. R O. LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METALEFIRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LM PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGER„TOR ROOM ROUGH OPINING 0e/ae/16 ADDED 150-C sNGIN6ERIlG ARCHITECTURAL SHEET # DESCRIPTION 07/26/19 ADDED STONE CAP NOTE TO FRONT ELEVATION PG CI -COVER SHEET PG AL -GENERA NOTES PG Al -FLOG PLAN PG A2B-ELEVATION -B" FRONT & REAR c A}B-EiEE�ATIo1 P-B- LEi-r & RIGHT G -EIFCT t.AN G PI -PLUMBING PLAN PG MI-MECf�ANICAL PLAN PG DI-DET PG D2-BE�AILS ti D3-YR Dl/CI� APP VAL STING FG WAI-gam ASS M LY DDERI�LS p2 �P LL �yqg G WA 3 -WA FApQS9 DETAILS G WA4-WALL ASS LY DETAILS C WAS-1Ass LY DETAILS G WA8-WALL ABSEIL LY DETAILS 07/25/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN 10/1�/10 UPDATED LED LIGHTS PER D.R.HORTON 10/90/1R UPDATED LED DRPAO. BUNHI$9 PER D.R.HORTON 01/20/20 ADD® SWSON CONNECTORS LLO. USP 11/le/2o MADE REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE a/le/2o WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES 01/08/21 REPATHED XREFS FOR THE 2020 FRC ' STATE OF FLORIDA SQ.FT. CAIAC.PS PROFESSIONAL ARCHITECT: DW. DISHWASHER EA. EACH Sc. SD. SOLIDCOREEXTDR SMOKE DETECTOR ROLAND A. ABOUCHACRA ELEV EON F,Q. EQQUALUAL SH SHT. SINGLE SHEET HUNG HEET AR No. 93723 EXH. EXHAUST EXT. EXTERIORSFFUWR. F.G/FX. FIXED GLASS SWR SIM. SHEATHING SHOWER SIMILAR A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. OOD,DOOR LONGWLONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 LIVIW. 2,531 Sa FT. GARAGE en Sa PT. coTVeo LaIAi 2� Sa FT. g(,L TOTAL 3ACS ba FT. F.O. FUEL GAS FIN, FIN SH PLR FLOOR FLUOR. FLUORESCENT F GDR. FRENCH GAR. DISP. GAARBAGE UGE DISPOSAL SL. SL. GL. STD. SWS TEMP O SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION PEN TEMPERED GLASS THICK CURB Fax: (407) 774-4078 G.F.I. D OROUNFAUI.TCIRCUIT PEER OIL GLASS GLASS GYP. BD. GYPSUMBOARD H.B. HOSE BIB HDR HOLLOW IHNSSULORHE Q�NSULATION ENT INTERIOR TOP. TGS. TYP. UN.O. W. WD. WDW. WI. TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE WAPOR SHERPROOF WOOD WATER HEATER WROUGHT IRON STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PGS1.2-DOWAILS PG S1.2 -DETA PLAN PG S2-DETAILS DETAILS PG S2-LDS BEAM PLAN PG S2.IA-D LNG PG S2.1B-DETADS PG S3-FRAMING PLAN PG 33.1A-DETAILS PG SNIDE AIIS49 PG SD1-SOFFIT DETAILS 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 DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE %BE!LG,ENERATED FOR UNCLEAR ASPECTS OF THE A R C N I T E C T R 6 Grow i.n 41 N. RONALD REAG"AN BL1 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA a: 0003325 m 0 a svHaIV. a. LOT: SILVERADO LOT# 3 BLK 16 PROJSCTCI 03719.001-03161 MODEL "2558-HAWTHORNE" GARAGE 8TAUTG: RIGHT PAGE: COVER SHEET 15JYWH EXP. B D TM 06/10/21 BCALE: 1/4"=1'-0" BHEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN B' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Ell. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER 02.6: R302.6 & TABLE SECTION R THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT C 3 G 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 M INCH 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: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLWMNG 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 P26032, EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM•C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CI O63.19a AND R703.7. FIRE RESWANT 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 CEIUM 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, CONTROL DATE: 12/10/20 (RM) "ARC N I T E C T S 1 Grou on 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA#: 0003325 A Q h L4 a m 0 0 BTJBDIV. Ac LJOT SILVERADO LOT# 3 BLK 16 PROJECT* 03719.001-03161 MODEL "2558-HAWTHORNE" GARAGE BMRNG: RIGHT PAGE: GENERAL NOTES 150 MPH E . B DARE: 06/10/21 SCALE: 1/4"=1'-O" BIMET lik GN 10'-10, 35-SH EGRESS 20'-1' 42' H. KNEE WALL W/ TEMP. GLASS W/ 24' TEMP. 34-SH GLS. DR TEMP. 15'-0' IH4-SH I I 25-SH TEMP. EGRESS 20'-4' IS r-------------- 1 I I o f Q I II w1C I I -I 9 4CLG ;1 ® 2' STEEL PIPE BOLLARD 0 0 1 I 0 v an 9,-4, CLG. 2'-b. � I BEDROOM L__ BATH 1 s 0 PRE- ° x I m I'-4' CLG. I ISH TRAY CLG. I T-4' CLG. .9 ® BEDROOM 2 V-V CLG. PLUMB T9 LT m iS I m TO10'-0' I 2'-91/2' 9 - I I 4_b•_8• I' -I I/2' _ PAN LJLUS, b_0• r-1 - 9 BARREL CLG. 0j 3-CAR --------------J M _a ® I " FROM 8'-4' TO W-W I S'-4' CLG. a I I I m W.I.C. = I e I wLC.-------, IsH 1 STOR. ; 0 ®' — 2, — x 1 0 0 — — I 9 I =i'r-- . 5'-2' 3'-6' 4'•8' 4'-8' ii I Qi 3'-84'-8' 21'•8' I BARREL CLG. ib 4 li" -� i I I FROM 8'-4- 1 I 0 1 TO 8'-8' �D ii iili Iuu I LAUNDRY a � GREA4 RRO M a e 1 Ip 9 1 1ANNA1 1 Ifs 0 , 8 9-4' C 6. 2 n W-4' CLG. v ® tg v 10'-0' 2W-10' '-8'U, 2'-8• 13'- I ENTRY I r 1 1 nH 9.4'CL&. I 1 m -a I v I v l l ro 4'_b,�- 35-8H ( I '^ NI I FLAT HDR0 • 8 -0. _ FLAT •; 6 ;p ---------- j HDR v _ _ _ )C�` • • 3 m 9AFE BEDROOM4 I e �® I e I T-4' Q.G. BEDROOMS 9'-4' CLG. ••''Ft`"�••"� ti•8 BATH `fl 0 9Y1T!'[117wT -rp I 9.4 CL CS, ;., RANGE `" PAN. , N ' s I -A I M LIN r a I a TUB/ I � �- - ---- ----0 O n _ 5-SH I I v FLOOR PLAN SCALE: 1/4' . 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE $HALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL DrENSIONS ARE FROM FACE OF l W ]BLOCK WALL (OR EDGE OF FLOOR SLAW) TO FACE OF WALL STUD UNO. - ALL INTERIOR WALLS ARE 3)P UNO. - DRYER VENTED THROUI ROOF (VM), NOT SCREENED. - AIR COMPRESSOR SET ON 44X44' POURED CONC, PAD. PAD BEGINS W FROM EDGE OF STRUCTURE. - SEE SWEET GN FOR GENERAL AND STANDARD ]BUILDING NOTES. • ALL WMITA15LE ROOMS TO NAVE ARC FAULT CIRCUIT INTERRUPTER - ALL FULL HEIGHT DLOQC WALLS BETWEEN FILLED CELLS WITHOUT OPENINGS ARE SWEAR WALLS. RADIUS, CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X36-V4' LOW WALL 2'Xb' STUDS • 16, O.G. W/ 1/2' DRYWALL SQ.FT. CALC.'S LIVING 2,531 SQ. FT. GARAGE ECOVERED b11 SO. FT. BSQQ.. LANAI 2001 FT. TOTAL 3,405 60. FT. EXTERIOR MASONRY WALL 5M HEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' SWARE LATICRETE BY HYDRO BAN. RA. SHALL BE 145' x 149'. BOTTOM SHALL BE INSTALLED AT 54' AFF. U.N.O. 8 OPNAEaF�BN,�OID W�B19 OPB= saw IKE UkIFNMIDMIq MMCS NOTRE FWASE MIN. WINDOW g 5 243/-32D CRITERIA EXTERIOR SUING 24 5 22.9/-2W DR MIN CRITERIA SGD. MIN 96 S 20.1/-25.4 CRITERIA solo O.HD. 56 5 21b/-21.1 16010 O)4D. ­T ll 5 2oB/-24.9 BASIC FIND SPEED MPH - 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=B, MEAN ROOF HT. = 14'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL FIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP ARIES MATERIAL TO CABINETS. INSTALLER 814ALL ] INSTALL FLAT JBAR CING REINFOR KITCHEN ® ASEC - e BRACKETS AS NECESSARY. CABINET TYP. CABINET SECTION A SCALE: NTS A R 0 N I T I C T E Grm I In 41 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abde•igngroup.com AA 0: 000332E �VIIII� 9�1111 aeon, sunDIV. de I SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 UODEL: 2558-HAWTHORNE" GARAGE EINRNG: RIGHT PAGE: FLOOR PLAN MPH W. B U PRINT DATE: 06/10/21 DCALE: 1/4"=1'-0" SHEET Al00 20'-2' BLDG. HGT. 12 _ 5 RAISED STUCCO BAND (TYP)� V-4' BRG. HGT.h IWX12' DECO —� SHUTTERS FOAM CAP —� &-0' FIN. FLR. I - STONE VENEER FRONT ELEVATION-B SCALE: 1/4' . I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 5 I> OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION-B SCALE: 1/4' . I'-C' TEXTURED FINISH AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674 /300 - 12.25 VENTILATION AREA XSQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL#OFVENTSREQUIRED = 7.66748 TOTAL# OF VENTS PROVIDED = 8 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT = 881.76 /11.736 TOTAL LINEAL FTOF SOFFITVENTING REQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) i SHINGLE ROOF 9'-4' BRG. HGT. RAISED STUCCO BAND (TYP) FOAM CAP l� I FLR. 9'-4' BR.. HGT. FIN. ---------------------�\ I � I I 5' RAISED SIDE S BTU LITE (TYP) I I I I i I I I I � I I � I I I I I I I I I I I I I I I \ ENTRY DETAIL A SCALE: 1/2' . I'-0' DTL. (�-,-)gBAND ALE: I!I' I'_0IlI' I._0. BAND DTL. D SCALE: I/2' . I'_OSC�ALE: 1/2' . 1'-0' E BAND DTL. rANCN ITECTI Design Grou .. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdoeigngroup.com AA #: 0003325 J y V 0 A BVHDIv. ac LOT: SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL "2558-HAWTHORNE" GARAGE 8WING: RIGHT PAGE: FRONT & REAR ELEVATION :: B:: 150 PH ElftjB DATE, 08/1Of21 SCALE: 1/4"=1'-0" SHEET A2B OFF -RIDGE VENT V-4' BRG. HGT.o FOAM CAP STONE VENEER OFF -RIDGE VENT LEFT ELEVATION-B SCALE. 1/4' " I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 5 I / OFF -RIDGE OFF -RIDGE T RIGHT ELEVATION-B SCALE: 1/4' " I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF -RIDGE OFF -RIDGE VENT �l .-0. V-4' BRG. HGT. CAP STONE VENEER FIN. A R C N I T R C T i [�rDesign LOIVGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m u 0 m O F a SVBDIV. at LOT SILVERADO LOT# 3 BLK 16 P120JECT# 03719.001-03161 MODEL: "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION :: B:: 150 PH E . B DATER06/10/21 SCALE: 1/4"=1'-0" SHEET A3 B ELECTRIC,4L LEGEND SYM. DESCRIPTION � DARD SWITCH y{�" Y SWITCH L-WAY SWITCH 4 ER SWITCH I -a BUTTON -e INGLE RECEPTACLE (125v/20-AMP IW POLE) 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) 101V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERTOR WATERPROOP/GPI IIJECEPTACLE (GROUND FAULT TERUPTER) i0v a-ADPLEX RECEPTACLE ® 10v DUPLEX RECEPTACLE (FLOOR TED) 20V RECEPTACLE (4 WIRE CTOR) -Q EDICATED RECEPTACLE 1-0 L MOUNTED LIGHT EILING MOUNTED LIGHT ANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER 60. FT.) BULB LIGHT FIXTURE pOnn BULB LIGHT FIXTURE III BULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH FULL CHAIN DER CABINET LIGHT ® 'xW FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) 'x4' FLUORESCENT LIGHT (RECESSED) O IRECESS LIGHT •FMCEss LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) METER (FIELD VERF7— fQ -BOX (WALL MOUNTED) (CEILING MOUNTED) G MOUNTED FAN 30D= AN (I CFM PER 5a FT.) JACK DETECTOR(WALL MOUNTED) DETECTOR (CEILING MOUNTED) ®Iw_ARBON IDIEM wwluxnl X N PLe JACK -E PORT • LOCATION OF TV JAMS 4 PHONE OUTLETS4 PANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR Ieh EDITION (2020) S NEC 210.12 2011 EDITI • 2MP DEDICATED LAUNDRY CIRCUIT, • GFI • 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 MI50I3 FBCR I!h EDITION C2020). • LAUNDRY ROOM RECEPTACLE SHALL ENE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR INh ED (2@Z@). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR ITH ED (2020). . Al I I AMPR. AUAI I P.0 ACI CrTiin MY RI III MMM - - - - - - - - - W.LC. I I I I I PRE -WIRED I CLG.FAN I_-- Q,--�---\ I `I BEDROOM `\ I I ------- LANAI COVERED PRE -WIRED CLG.FAN ` WP WI GFI I I � I I I I I I � I I I LED LIGHTING @ DOUBLE LAV. BATH I i �t CAN \, I I L � • BATH 2 W 1 - PRE -WIRED L E, CLG.FAN VP \ BATH 1 BEDROOM 2 I L• I / 1 GFI L wic "D -- w.LC. L 1�STOR I I II " GREAT ROOM I \ CLG.FAN \ i 4'-0' / WEN NI— '1 oil, I I LED LIGHTING LED LIGHTING C SINGLE LAV. ® SINGLE LAV. BATH 2 BATH 3 /CO LAUNDRY I METER FIELD VERIFY PANEL WH OUTLET o FOR IRRIGATION E3 4�TIMER ty GPI CLLG. I. OUTLET 44'AFF. I I I I GARAGE ' I I I L — � I. LIGHT s 44'AFF. SWITCH IN ATTIC GFI CLG. OUTLET GFI• 44'AFF. �/• i I I I I d FOYER I I I I I I I _ BEDROOM cd PRE -WIRED CLG.FAN zwd—b" I e uIMPA I II I 11 I I AT �SD I PRE -WIRED CLG.FAN I I BEDROOM 3 I PRE -WIRED FOR COACH \ LIGHT I PRE -WILD FOR COACH LIGHT I I ' I� I II I' II I� II III I' I II I' I I I i PRE -WIRED FOR COACH I LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-0' 3 2/0 CLL I % CU dND 2" CONDUIT OR 3 4/0 AL, 1 4 AL GND IN Y' CONDUIT. TO TERMINATE ABOVE 8OFFIT • OVERNAN60 200 AMP ELECTRICAL RISER NOT TO SCALE. 010ENER4L NOTES COMISINO GEWCE TION 124 AMP A ELECTRICAL MATERIALS AND INSTALLATIONS deRVICC q®O� `O SHALL COMPLY UTN ELECTRICAL PROVISIONS OF M DISCONNECT I PHASE THE FBGE TT4 EDmaN (2mam). LOCAL CODES, AND �TC4+ AND MLO ALL LOCAL POIER COMPANY REGUIREMENTQ ELECTRIC PANEL METER IN NEMA IS. ALL CONDUCTORS SHALL SE TYPE THHNfrHUN I5200A,21IJ 39 ENCLOSURE uNLeee NOTED arNERIWIeE. POUER COMPANY TRANSFORMER PROVIDE 200 AMP, 120/240 VOLT. I PHASE — SECONDARY ELECTRICAL SERVICE. PROMI E 3 2/0 COFFER (ON) IN 2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 MM ALUMSLM (AL) N 2" DIA SCFEDULE N F'V' CE CONDUIT UNLESS SERVIIS PROVIDED BY TE ELECTRIC COMPANY. C 0PO NATE URTN TE ELECTRIC COMPANY PRIOR TO BID. JFIFY SERVICE ENTRdNCE Ew"I' BNT MTERSYSTEIM BOUNDING TEIOMUNAL AT LOW VOLTAGE CONNECTIONS 1 4 GU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL FER ELECTRICAL PROVISIONS OF POOR TTN EDITION (2dMO) 0/0" DIA X S FT LOY COPPER CLAD GROUND ROD A R C R I T R C T E 6 G Design LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 J 0 8uDDIV. Ae LOT SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL' "2558-HAWTHORNE" GARAGE OWING: RIGHT PAGE: ELECTRICAL PLAN 15 MPH W. DwTE 06/10/21 SCALE: 1/4•=1'-0" OIiEET E1 PLUMBING PLAN SCALE: 1/4' • I'-V 2' VTR KITCHEN SINK W/ AUTO VENT LrJ- 2' VTR 11/2' VTR3 r�1 I II 2' yTR 3 I 3, I LA 3' I 3' I LAV. ER 3' 3' 3' I I 3' SH' WR 3' ILA I ISHWR WASH3 WC. 2 TUB TO MAIN PRE -PLUMB L.T. PLUMBING RISER NOTE: ALL PVC PLLU'1SED TRAPS ARE TO BE 'P' TYPE. 'S' TYPE ARE PROHIBITED. A R C N IT E C T R Grou i �n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 e�ko IF 0. O R • C[ A 8UHDIV. de LOT SILVERADO LOT# 3 BLK 16 PROJECTµ 03719.001-03161 MODET- "2558-HAWTHORNE" GARAGE ISIMNG: RIGHT PAGE: PLUMBING PLAN 15 PH DATE: 06/10/21 DCALE: 1/4"=1'-0" BHEET lok p 1 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 PBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKE$ SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC IN EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 5. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRU AIR GRILL MECHANICAL PLAN WALE; 1/4' • 1'-0' SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. �- OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //--WADE 8240-K JOSAM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN ) COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC, CONK. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT TYPN) SECURE STRAP TO GONG. W/ (2)-3/I6'X2' TAPCONS UNIITR SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) O8X1 I/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' 0IA OVER HEAD • 12' FROM STRUCTURE NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC O O EXTERIOR WALL PLENUM p 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS A E C E I T E C T i 6 Growspin 14 1 N. NUNALU NtAUAN 6LVO. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com L AA C 0003325 J riiiiiii -1, 0111111 A1111111 aU13DIV. de IAT SILVERADO LOT# 3 BLK 16 PROJECT* 03719.001-03161 MODEL. "2558-HAWTHORNE" GARAGE OWING: RIGHT PAGE: MECHANICAL PLAN 150 YPH E 11 i A;.-Y Dw' ET O6/lLoV, 9CAL.E: 1/4"=V-0" skmmT M1 eye `'fie 1 2X4 TOP PLATE .°+'r Y PRE -FAD TRUSS I!!' CLG. BOARD 1/2' DRYWALL SEOJRE BT. — PLATE TO SLAB W/ WDd MASONRY NAIL • 32' O.C. MAX FM. FLR 2X4 WOOD STUDS 624. or — SLAB PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. QTYP. INT. WALL ( NON- BRG. ) D1 SCALE, 3/4'.1'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSSJ/ I� MTL. DRIP EDGE J 2x FASCIA PER -m. ELEVATIONS TYP. O.H. VENTED SOFFIT I h I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. FLR._ 5/8' GYPSUM 5 OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. a, CMU 1/2, GYP. WL. BD. - WOOD BASE — n W/ WINDOW OPENING N FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SM11. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 '1TH EDITION, SECTION R301.13 AND 160TIB.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR SHE 4 1-STORY HIP BLOCK WALL INSTALLATION of ROOF D1 SCALE: 3/4'.1'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE If OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. rcmum g;ft7-\ STAL4CTURAL FOR CELL Ab FM PRODUCT APPROVAL. ROM 8ACKMR ROD AROUND (my cm Ts -IF WOOD MAN U1000 JAMS PER TRACK ORACKM S • © • R 'JAMBS RGLASS SHINGL FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENTES WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. AS PER FBCR 905.U. • EA. END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET 15M. SHEET SNL SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-ENG WD. TRUSS Ax 2x FASCIA PER ELEVATIONS O. ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR SHEET 8NL SECURE PER THICKNESS A8 PER FASTENER SCHEDULE INSULATION ELEVATION SHEET SNI. SECURE PER ON SWEET SNI PER EELEVAOFASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/&' GYPSUM BOARD OR 1/2' ON SHEET SNI. WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS 2x P.T. SECURED PER WEEP SCREED STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS MANUFACTURES SPECIFIADOW ATTACHMENT ASTITIONS 1/2' THICK, 2 COAT-1-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR e' C N STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 1/2' GYP. WL. BD. - WOOD BASE— CMU 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE '1-I6 IN ACCORDANCE WITH FBCR 2020 a, 1TH EDITION, SECTION R301.13 AND 1609.5.1. W/ WINDOW OPENING t-.-\ TYP. WALL SECTION NO OPENING NOTE: 5Q1-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE INSTALLATION OF ROOF D1 SCALE s/a'.r-®' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. A A C N IT L C T 8 G ero i In I—X N. KUNALU KLAUAN tlLVU. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 Wwwbrop.com 5 m 11 MEN h rq 0 ILI I I SUDDIV. & LOT SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL "2558-HAWTHORNE" GARAGE SMIIJG: RIGHT PAGE: DETAILS 150 XRH EXP. B i oljA I DRINT A 06/10/21 sCALE: 1/4"=1'-0" SHEET D1 Ta", 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V 1/2' X 8' J-DOLT W/ 4' MR B'IBEDMENT W/ 2' X 2' X V8' WASHER 4 NUT OR WV l21 VT X S' ANCHOR BOLTS W/ 7' X 2' X V8' WASHER 4 NUT 6 R CURE 2X4 TO BLK WV ® R V4'TAPCONS 1 1/2, EMBED. a' OC, 4' END DIST, I LW EDGE DIST. m SJDE96 2X6 GARAGE DOOR BACK SECURED W/ (5) V)' X 8• J-BOLT OR ANCHOR BOLTS, W/ 4' MIN. EMEN BEDMT, WV 2• E X 2' X V8' WAS14EM 4 NUT. (1) WITHIN 8' OF TOP, lV WITHIN 8. OF THE BTM, li7 (3) EVENLY SPACED. m 17 IE NOTES, ALL ANCHORS SNALL BE N ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE WI @I MATIGTI0ma AWE M ATWIN6ENT GARAGE DOOR 1 BUCK ATTACHMENT 3 -',r-e' 8' Q'IU I/J' DRYWAL ❑ 1'X4' P.T. DOOR DOOR L Ix4 P.T. OR 5/4'X4' MM. SECURE THRU FRAM 4 EXTEND 1.1/4' INTO NAILER BLOCK W/ 3/16' TARO" CASING (MIN. SHANK SIZE .W8 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1.1/4• WITHIN a• OF EACH END JAMB OR WINDOW 4 b' D.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4'1 DOOR JAMB TO BLOCK +3/4" OR +5/4" p TO BLOCK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W/ 3/16' TAPC.ONS (MIN SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 8' OF EACH END 4 b' OC. MAX SPACING. 2X6, CM SECURE TO BLOCK WK2) 3/16' TAPCONB (MR 6FIAK SIZE J45 MIN. HEAD 612E 300 MIN. EMBEDMENT I V4') 8, cm WITHIN 8. OF EACH END 4 b' OC. MAX SPACING. 1/2' DRYWALL 2X8, CEO PX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONB DOOR CASING MIN SHUAK SIZE .145 MIN HEAD BIZE 3" MM. EMBEDMENT V4.1 WITHIN 8' OF EACH END 4 b' OC. MAX 8PAC�"' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" r \WINDOW TO BLOCK +1 1/2" 2X4, WE SECURE TO BLOCK W/ 3/16' TAPCONS (MN. GNAW, 612E J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' Of EACH END 4 18' OC, MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCON6 (MIN. SHANK SIZE .145 MR MEAD 612E 300 MR EMBEDMENT 1 1/4') WITNN S' OF EACH END S' Ctiu 4 b' O.O. MAX SPACING. IR'DRYWALL 2X& C® SECURE TO BLOCK ❑ I'X4' 1110) 3/16' TAPOONS P.T. NAILER (MIN SHANK SIZE .145 1/16' OS$. X 4' MR MIN. HEAD SIZE 3" MR. EMBEDMENT 1 1/49 DOOR CASING WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. �ikDOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/16" n1fINDON TO BLOCK +1 15/18" 2X4, 0111 SECURE TO BLOCK W/ 3/16' TAPCONS MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S' OP EACH END 4 b' O.G. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTRIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W12) 3/I6' TAPC0NG 3AW TAPCON MIN. I-V4' (MIN. SHANK K SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT I V4') WITNN 8' OF EACH END 8' C'AJ 4 16' D.C. MAX SPACING. ID' DRYWALL 2X& SECURE TO BLOCK I'X4' WK2) 3/16' TAPCONS P.T. NAILER (MIN SHAK SIZE .145 DOOR CASING MN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITNN 6' OF EACH END 4 b' OG MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.1 DOOR JAMB TO BLOCK +2 1/4" y 1fIND01I TO BLOCK +2 1/4" 2X4, SECURE TO OLD= W/3A6' TAPCONS (MN. SHANK SIZE .145 MN. HEAD SIZE 300 MN. EMBEDMENT I 1/4') WITHIN 8' OF EACH END 4 b' OC, MAX 6PACING. 2X6, BECJRE TO BLOCK WK2) 3A6' TAPCONB (MN. SHANK 812E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 END WITHIN 8' OF EACHMl 8' c 4 b' OC. MAX SPACING. IR'DRYWALL 7X6, m SECXM TO BLOCK ❑ IXT4' WK2) 3/16' TAPCONS P.T. NAILER MIN SHANK SIZE .141, DOOR CABMG MIN. HEAD SIZE 300 MR. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 b' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" n1FrNnnw 'I'n arnrN( ia^ 2X4, ME SECURE TO BLOCK WV 3/16' TAPCONS (MIN. 6HAIK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 18' = MAX SPACING. NOTE, 8TRUCTURAL 2X MUST BE 2X6, = ON OUTSIDE 4 SECURED SECURE TO BLOCK THROVA4 NON-STRUCTURAL WK2) 3/16' TAPCON6 3/b' TAPCON MN. 1414' (MI. SHAW 61ZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MR EMBEDMENT 1 1,149 a, ,Mu WITHIN 6. OP EACH END 4 16' OC. MAX SPACING. 1/2' DRYWALL 2X8. COD I'X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR C.A.BRIG (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I V4') WITHIN 8' OF EACH END 4 b' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, 8HM AS NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED 1/4'1 DOOR JAMB TO BLOCK +3" /1�111T �nl! Tn Ar.(1(!Tl J.A" 2ND 2X SECURE TO STRUCTURAL MEMBER WK2JI2d WITHM 8' OFEAC4 EIS 4 6' TO 8' OC. MAX 2X4, INS SECURE TO BLOCK WV V4' TAPCONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN PWOMENT I V49 WITHIN S' OF EACH END 4 W OC. MAX SPACING. 2X6, m 6ECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .145 MIN HEAD 612E 300 MN. EMBEDMENT 1 1/49 WITHIN W OP EACH END 4 b' OC. MAX SPACING. 2XS, SECURE TO BLOCK WK2) V4' TAPCONS (MIN SHANK 61ZR .148 MIN HEAD 61ZE -SM MR EMBEOMENT 1 1/4') WITHIN 8. OP EACH END 4 b' OZ. MAX 6PACING e' cm IW DRYWALL I'X4' P.T. NAILER lA6' OSD. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE8 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" IIINDOB TO BLOCK +3 7/15" 2X4, ED SECURE TO BLOCK W/ 114' TAMM" (MIN. SHANK SIZE .H5 MIN. HEAD 61ZE 300 MR EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 b' OC. MAX SPACING. 2X6, m SEGUE TO BLOCK WK2) V4' TAPC4N6 (MR. 814AW SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 V49 WITHIN S' OP EACH END 4 IS' OC. MAX 6PACw- 2XI14 cm 6ECURX TO BLOCK WK2) 1/4' TAPCONS (MR 6WANK SIZE J46 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4.) WITHIN 6' OF EACH END 4 W Or.. MAX SPACING NOTE, STRUCTURAL 2X MOT BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MN. I-V4' EMBEDMENT INTO BLOCK L-3 S' cm VU' DRYWALL El P.T. P.T. NAILER I' P.T. X 4' MIN. 4 DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" 011 TO BLOCK +3 9/4" A R C N IT R C T a G e i Rn 41 N. RONALD REAGAN BL% LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 h O O k-. all IT svaDiv de tor. SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL' "2558-HAWTHORNE" GARAGE EKING: RIGHT PAGE: DETAILS km MPH SCALE: 1/4"=1'-0" IlFIE CT D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL If MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOODCONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10442.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.26 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 1Z/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING Mr. DOOR W/SIDELITE 2020 FBCR 22/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU Mr. DOORS 8'-0" SWINGING EXT, DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 201 FBCR 12/31/2024 25216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 1Z/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 )7Lh EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/DS/2021 A R C N I T E C T 3 Gm i ol In n. I41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.com AA S: 0003326 L4 Ci m IP UnDIV, & LOTSILVERADO LOT# 3 BLK 16 ROJECT* 03719.001-03161 MODEL.• "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 16NMPH DATE: 06/10/21 SCALE: 1/4"=1'-O" SHEET D3 PRREFOR'= CONTROL JOINT PLANGE OF CONTROL JOINTS Td BE UNIM TIED TO LATH . 6' OG. MAX (VERT.A NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES UV V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------ FASTENERS TO BE SPACED-7 . '1' Or -MAX VERTICALLY / LATH SHALL BE CONTINUOUS / I \ PLA6 R3 COAT CEMENT UAID LAYER 9, PORTIFINER BUILDING PAPER APPROVED FETAL LATH FASTENED •T• (VEPITJ O.C. MAX AT SUPPORTS ARID LAYER -1, STUCCO WRAP WOOD SHEATHING VA M I m m-� THROUGH CANTP JOINTS NUT BE STOPPED AI TIE AT EACH SIDE. PRONDE 2X4 NLOCKMG PER AOTM CIO6! PLACED FLAT MAX. 6' TO 6' PPCM CONTROL JOINT UA•EN CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS OR\ i / STRUCTURAL 6TUD lTAPLEB M COMPLIANCE WA ASTM CIS63 I. WIRE TIES TO BE (NO. IS) 10,1114115" U PIS / — 1. BLOCKING 11MO M MAY BE IN ADDITION \ rO WALL 6TUD6 REQUIRED PER PLAN YN'I INWIIAAWiIp II I NIT Iq I�iIIMIi IRi Rl V �' III \ 1 6 S V O1117LD eaW/b • n. A OL-IaIMIO I T.A 7. QeARE • FT. S R. CIOAN • 1R. C OL FOLD NIalO • R. A 2. CAAN•M.e ('OLD 4r ® L ICLD NHI� • FT. A 2. CISAN • PT. 6 I CXEA.E . PT. C 4. POLD R.O OVER M. a TILL PT. C TICK! IaorTOM PLAN OR Rp C) oorran R ANMII WAYM TOW NAL BO , QI2 bm MT. NOTE, APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) a 6' . HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / r nN LAF • nerAL urH \ LATH VERTICAL LAP TO BE I' METAL LATH UIRD LAYER -1, STUCCO WRAP a.• nw FAt•Oa M ONLY / �LAYER -2, PORT O�UILDING PAPER (FIBER/ 2 "TAPR LAP SCALe v2•.— ® KIC KO UT DETAIL NOML SIDE LAPS OP FETAL PLA6TER BASES SMALL DE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH OO41S-IN. (121-MM) URE AT INTERVALS NOT MORE THAN 6' (226-MN). AS PER A6TM CI063. WOOD 614EATI BUILDA PAPEP 6TUCG i' THICK 3 COAT CEMENT RASTER METAL LATH URB LAYER 4, PORTPIBER BUILDING PAPER YARD LAYER -1, STUCCO UARAP "ATHNG POR REPAIR OP TEARS HORIZONTAL LATH IN UM RS. TEAM& MAY PATCHEDDELAT& PAPER DETAIL WA 40UOE U%AP TAPE PER MMUF. SPEC OR PEEL 4 STICK VTII �VI ROOF � I a --"Tm TIOM NAL (..MD OR WLDRR DO MOT ar 167na wTAu xlaraur RA6.e8 AT f1s»rCM Q RtlP . WAU. NTIE TICK O REGLURED TO 61CM PIPE/ VARE TO PRAMING WPB LAYER 4, FORTIFIDER BUILDING PAPER FETAL LATH 6'x6' SELF -ADHERING MEMBRANE PLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED 4'x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE-UAiAP. 'S TO EXTEI✓m ONTO PIPE CONT. DEAD OF SEALANT TALL APPROVED HOUSEUAIAP AIR LTRATION BARRIER OVER SECTION PER SECTION 84W,W Mh M; EMoMw ues of poNaml cem M plaster e 1,.. comply W0, the applloMm. requirements of ASTM C 928-18b. Inarollstbn of eu dor Whing and fmnwV shall comply v th ASTM C 108319a, or ASTM 1787. 4'x4' SELP-ADHERNG MEMBRANE FILA614 NM (COMPATIBLE WA HOUSE WRAP MATERIAL) OVER 4' APPROVED HOUSE IIRARe PLA614MG TO EXTEND ONTO PIPE P OR LE66 PIPE PENETRATION CUT AND OVERLAP ONE SIDE 01- � SELF -ADHERING MEMBRANE FLA6NURdG STEP 61 WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WAL -SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5)"L" FLASHING N.T.S. k�� STEP 02 6'xb' DELF-ADHERING MEMBRANE FLASHING (COMPATIBLE W HOUSE WRAP MATERIAL) OVER 4'x4• SELF -ADHERING FIET78RAME FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EMEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING M 15RANE FLASHING DRAINAGE PLANE (UURB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -I/Doll 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) A R C N I T E C T i GrDepjj.$n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h yr; 0 E stmDIV & LOT: SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODELc "2558-HAWTHORNE" GARAGE STfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEC IENCE OF FLASHING TO BE: ':,X: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE �.' . TOOLED SO AS TO DEFLECT I WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND i_..�. VENT -APPLY SEALANT ALL i I Y JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT I ALL AROUND PER SECTION R703.7 E:dertor lathing and p18GOBding Exterior use of Portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. j 1 Installation of exterior lathing and framing 1 I , shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER "I, .X•, STUCCO WRAP HOODED VENT i' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD 814EATHWO LAYER M, STUCCO WRAP LAYER -2, FORTIFIBER OIJILDING PAPER wcoD cDNaTucrlaN METAL LATH V cm VINYL CAGING BEAD 6' RAISED BAND )J' TOY! HID -WALL ICCP P!„CrC!'l 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFOM APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL l 6' SELF ADHESIVE — FLASHING (INSTALL PER MANIF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Y6' MID -WALL WEEP SCREED �W SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I- A -- ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING 00 LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH 1/8' TEXTURED FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #3 S' WRB LAYER *I, STUCCO WRAP WRB LAYER 01, STUCCO WRAP 9 APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED Al HOUSEWRAP WRB LAYER "'2, FORTIRBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) _ METAL LATH STEP #r:;, STEP #ro ELECTRICAL RECEPTACLE P"A R C R I T R C T! l 6 GrDe I to jT LO ZOD, FL 32750 �• V PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA B: 0003325 A L4 a euHDIV. Ae LOT SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL: "2558-HAWTHORNE" GARAGE BVU40: RIGHT PAGE: WALL ASSEMBLY DETAILS 15 H EA B WOOD SHEATHING WRB LAYER h, STUCCO WRAP WOOD WRB LAYER 4, FORTRISER CONSTRUCTION BUILDING PAPER % HAT CHANNEL I' THICK, 3 COAT CEMENT V TYPE 'X' DRYWALL PLASTER 6' GAF. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED OOD SHEATHING `� .4', POSITIVE DRAIN _ � \\ �` WEEP SCREED WRB LAYER -1, f STUCCO i' THICK, 3 COAT CEMENT ' PLASTER 6' SELF-ADHEREINCs AM66-uFLC- FLASHING WRAPPED ` • TOP OF WEEP SCREED TO SHEATHING BELOW WINED LAYER M, STUCCO WRAF' WRB LAYER 'Z, FORTIFIBER BUILDING PAPER I t\� i _ , 6' SELF-ADHEREMG / FLASHING WRAPPED WRB LAYER M, STUCCO WRAP S • COR NER OF CANTILEVER AMICO AM66 W WC T8® GU$TOM GAGING BEAD 1 Y 4' POSITIVE DRAIN 2 WEEP SCREED NO GAP IN FIELD —/ (814OWN FOR CLARPICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT.® CANT. �10A SCALE: 11/1'•I'-V EXT. WOOD FRAMED WALL SUS-PLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - DA IMER -1 LLEATHERRESISTIVE DAMER 4 I' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATIING- 4— NO GAP M RIELD (SHOLLN FOR CLARIPICATION OF SEPARATE ACCESSORIES CNLY) COLUMN SHEATHING - . WEATHER RESISTIVE BARRIER 'I 11 WEATHER RESISTIVE BARRIER 4 6' GAP. \ \Q PEEL 4 STICK I Jb'x3' 'L' FLASHNG FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, JS' MIN. DRY WALL SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE V 3 COAT CEMENT VINYL CA81NG BEAD BARRIER M PLASTERC HEATHER RESISTIVE PINYL CRJIB.�R B@AD WATER PROOPINGIsi t � � BARRIER n 'VINYL CASING BEAD LAYER (2 LAYER PEEL 1 STICK) - -' EXTERIOR COLUMN -`rro"'°ww�'Ea ""m COLUMN SHEATHING LEGEND \ 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GALV. PEEL 4 STICK) PETAL DRIP P EDGE SET IN PULL LIED OF: 6' PEEL O BLALANT, K' MIN. STICK DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK YiGAP FOR BACKER NOTE: I KXI V P.T. OR SMIULATED ROD 4 SEALANT FILLERyJNYL METAL LATH: LATH TO BE PER SECTION CWooDI mx) r CAGING BEAD R�O3.�.1 / AST. C-847-14a, MIN. 2.5 LBS. WATLRPRDOPMGI"\ LAYER (2 LAYER PEEL 1 wEAT4ERREa9TIVE DARNER 'I PER 50. YARD (UTILITY OR NOMINAL STICK) NYDECWRAPPED O BALCONY DECK TO ter= WEATHER RESISTIVE BARRIER @ CANTILEVER LATH DOE5 NOT MEET 5PEC IF ICAT IONS) 6' PEEL aI STICK • DRIP EDGE TO DECK DECK MEMBRANE. EXTEND OVER DRIP am FLOOR EDGE WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE _. ...--.------- SET IN FULL BED OF WEATHER RESISTIVE I VXI IJ'4 P.T. OR SIMULATED SEALANT, K' MIN BARRIER h WOOD (TREX) FILLER SPACE FROM DRIP 3/4 RESILIENT WEATHER RESISTIVE CONTINUOUS PACE TO TREX VNYL CAGING, DEAD HAT CHANNEL BARRIER -2 ) � FOR ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t VINYL CASING DEAD THICK, 3 GOAT CEMENT PEEL 4 STICK) 3/4 RESILIENT STICK) WRAPPED PROM BALCONY DECK TO PLASTER HAT CHANNEL i CANTILEVER I I' THICC, 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH RASTER W/TEXTURED 4 PANTED WOOD SHEATHING LATH METALWEA FINISH 5/8' TYPE 'X' DRYWALL WOOD 841EATHNG I' THICK, 3 COAT CEMENT (2) 2x12 HEADER WITEXTURED 4 PANTED WEATHER RESISTIVE BARRIER q RASTER FINISH WEATHER RESISTIVE I' THICK 3 COAT CEMENT BARRIER 7 VINYL CORNER DEAD 4' POSITIVE DRAIN I:mvv Ars)FPn PLASTER VINYL CORNER FAD DEAD 4• POSITIVE DRAM wlce Aria VINYL CAGING BEAD NO GAP N FIELD VINYL CASING. DEAD NO �tAP IN FIELD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION O11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH I' THICK, 3 COAT CEMENT PLASTER VNYL CORNER BEAD VINYL CASING BEAD rRD.IP ED( /- WOOD CONSTRUCITON WEATHER RESISTIVE 11-6ARRIER -1 ,—WEATHER RESISTIVE \\ BARRIER 12 THICK, 3 COAT CEMENT RASTER METAL LATH WOOD SHEATHING HEADERANAM VINYL CORP. 4' POSITIVE DRAIN VEEP SCREED (SHOWN POR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) s S 6' SAF. PETICK EL I)Vx3' 'L' FLASHING DRAINAGE PLANE (WRB SUB FLOOR ® FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) I K' X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER — — — — — I NXI K' P.T. OR SIMULATED WOOD (TREX) FILLER SET IN FULL BED OF SEALANT, K' MIN. BUILDING PAPER) CONTINUOUS SPACE PROM DRIP Yi GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD METAL LATH X—X—X—X OPT. BACKER ROD' WATER PROOFING Ist MODIFIED GO LAYER (2 LAYER PEEL 4 STUCCO 3/4 RESILIENT HAT CHANNEL STICK) WRAPPED FROM BALCONY DECK TO VINYL CASING BEAD CANTILEVER WOOD OR -111(o' ZIP WALL ' THICK,R3 COAT CEMENT SHEATHING 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED s PAINTED WOOD SHEATHING 5ELF-ADHE5IVE FLASHING — — — — — FINISH i' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN VEEP SCREED PLASTER VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/"L" FLASHING) —� SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER I' THICK, 3 COAT CEMENT RASTER 2 1��2' •.� FASTCOINENED TO S FASTENED TO SHEATHING • T O.G. MAX. ly C S' wRB LAYER -1, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 4, PORTlPIDER BUILDING PAPER 1Tr^.CORNER BEAD ® FRAME 2 1/2" Ik CORNER BEAD (FASTENER t SPACING R l' O.G.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WRB LAYER 01, y STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' r METAL LATH J' THICK, 3 COAT CEMENT i PLASTER 6'SELF-ADHERING FLASHING 'f ..y DRIP CAP WINDOW FLANGE WRB L ER "I, —, STUGC WRAP WRB LAYER 02, FORT BUILDING PAPER \ A' METAL LATH �'—y, �' THICK, 3 COAT`CE'( PLASTER 6'SELF -ADHERING FLASHING SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER H-1—METAL LATH (EXPLODED J' THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP \, WINDOW FLANGE 15B CASING BEAD (P WINDOW ( FRAME, NO BANDI F'A 8 C N IT E C T 8 GrouMn LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA IF: 0003326 I� BVHDIV. Ae LOT: SILVERADO LOT# 3 BLK 16 PROJECT* 03719.001-03161 MODEL' "2558-HAWTHORNE" GARAGE 811117NO: RIGHT PAGE: WALL ASSEMBLY DETAILS 15VIVH E B SIN D TEE: 06/10/21 SCALE: 1/4" =1'— 0" SHEET WA.3 Y; GAP TYP J' THICK, 3 COAT CEMENT WOOD sHEATHING CASING To RIMAD MEPLASTERTH LEGEND Al IX TRIM MEMBER WRB LAYER 01, o STUCCO 70 WRB LAYER 4, FORTIF15ER DRAINAGE PLANE (WRB STUCCO WRAP WOOD SHEATHING SIDING, TRANSITION BUILDING PAPER LAYER "I, STUCCO WRAP) • SIDING WOOD SHEATHING WRB LAYER P2, FORTIFIBER WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER t ° > s ;r' WRB LAYER "I, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x THICK 3 COAT CEMENT WRB LAYER "2, FORTIF15ER SrJCGOYWRAP WRB LATER P STUCCO PLASTER T BUILDING PAPER aTucco WRAP WOOD OR "I/16" ZIP WALL &'SELF -ADHERING METAL LATH CASING BEAD SHEATHING FLASHING �"THICK&' SELF-ADHEREING SELF-ADHESIVE FLASHING , 3 COAT CEMENT — — — — VINYL ANGLED 1 (EXPLODED FLASHING OR PEEL ! STICK CASING BEAD N+: VIEWFOR PLASTER SIDING TO STUCCO CASING BEAD --------------------------------------------------------- DRIP CAP y (CROSS SECTION) SEALANT PLASTER 3 GOAT CEMENT WINDOW FLANGE STUCOWRIB AOYUJERR4P is % METAL LATH VINYL ANGLED " WOOOODDC TRUCTIOPI CASING BEAD :, p WOOD SFIEATHING 0. WRB LAYER $2, FORTIFIBER WEARIER RESISTIVE • WA T14ER R BUILDING PAPER WEATHER RESISTIVE �' I WINDOW FRAME .l DMRIER �'i ` I / WRB LAYER 42, FORTIF15ER METAL LATH �� WY`+E SIDING �i' f e�LIeIrIG FT�� BUILDING PAPER i THICK, 3 C\OAT CEMENT s. ; FL�ADIICIRMG I a WEATHER RESISTIVE E-Z BEAD VINYL CASING PLASTER i+ ' f I BARRIER •I 1 STARTER STRIP ` \ WEATHERPE616TIVE (W/%' FLEXIBLE PVC BACKER ROD) I &'SELF -ADHERING JI �J �\ BARRIER 4 I FLASHING Y• ; DO NOT tAlll_K oft I I - y e• SELP-ADFERING 'j i>• I i FLASHMG D METAL DRIP SAP •z�Fi. D METAL \ I 'rLAGWINiNG. I I ffi� OR WRB LAYER sl, STUCCO WRAP, I Y xe SLATED ; WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE WAD TRIM rO OWE ` � � � I I CASING1 &' SELF ADHESIVE FLASHING CASING BEAD C9) WINDOW ; R woop SHEATHING FRAME, W BAND `� SEAL GAPW/CAULKMG 2X FRAMING 15C �,, ' �APMROWD A�T MEMBER CASING DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ''------------------------------------------------i----------------------------------------------- 9 TRANSITION Y4' GAP TYP J' THICK, 3 GOAT CEMENT -- WOOD SHEATHING NOTE: /% ' CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH METAL LATH RVd3.'1.1 / ASTM C-841-14a, MIN, 2.5 LBS. i PER 50. YARD (UTILITY OR NOMINAL I WRB LAYER "2, FORTIFIBER I WRB LAYER'1, LATH DOES NOT MEET SPECIFICATIONS) ; WINDOW FRAME BUILDING PAPER I STUCCO WRAP WOOD SHEATHING i WOOD SHEATHING WOOD D" FL WRB LAYER 02, FORTIFIBER ; BEYONDTIiICTION SELP-ADHERMG BUILDING PAPER WOOD' WeHEATNMG FLAeHIN3 WRB LAYER 01, a' THICK3 COAT CEMENT STUCCO WRAP a4RR eR "ERESISTIVE�� \ BARRIER •1 TO LAP WEATHER RESISTIVE ' PLASTER DER RE 16TIVE , / / e' MIN. ABOVE TOP i .. i OF Y' FLASHING Wm RB LAYER 02, FORTIF15ER X. XT Y.'LAP SI° .'� j QaQ UV6 vEALU WEATHER RESISTIVE I , VINYL ANGLED i BUILDING PAPER "•BEEF -ADHERING I BAWER•I i WRB LAYER "I, CASING BEAD FLASHING �\ / BAWERRE VINYL CASING BEAD STARTER STRIPSIGTIVE i STUCCO WRAP METAL LATH `� `� ' I I 11 THICK, 3 GOAT CEMENT GALVD METAL (EXPLODED 8' i ' Z' FLASHING &' WIDE PEEL STICK I VIEW FOR PLASTER WINDOW FLANGOVER FLANGE E ; CLARITY) GALVV METAL— WEATHER RESISTIVE T FLASHMG BARRIER 9 TO LAP I E-Z BEAD VINYL CASING I ' * 6. ° A R °F r 61 FLASHING ABOVE TOP I 2X FRAMING (W/% FLEXIBLE PVC BACKER ROD) I e-z . HI 1 cae Nb I Y x e 61.K ATED MEMBER ruuN,• PLExIBLE ^c i ulboD TRW" "EMBER -APPLY FULL BED SEALANT BETWEEN BEAD ® RAISED e'SELP-ADHERING ` I ' FL48NMG SELF-ADHEM FLANGE < BUILDING WRAP ' FLASHING BUILDING THI�K, s coot �\ SEAL GAP uuc'wucMG ,!�AASING BAND (FRAME) CEMIENiPLASTER `'. ' OR. APPROVED SEALANT `�` WRAP WEATHERIRESISTIVE .- BIER ^RESISTIVE SCALE: I I/2'.1'-0' a-z eem vlNn eaen� — - ---- --------------------------------------------------------------------------------- WEATHER RESISTIVE RAWER Ri f1WA6' FLEXIBLE PVC BACKER ROD) r ® IDRAME ING OTO TFRAMEBARRIER UCCO WEATHER RESISTIVE r16 /� E Z BEAD WINDOW C AS I N G /„'A TRANSITION j A R C N IT E C T E 6 GrouMn �». LONGWOOD, FL 32750 �•u PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 C h u At 0 a c F N BUBDM at LOT: SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 A[ODEl "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EA B MINTER CA LDSETAKENINMEPIWTHEVENTPROPERLY f, T AND- SNOVM IN 4 GMVANZED MIONED. VENT PIPE IS SEALED IF UIILRED. NAIL IN PLACE USING NAILS AT EACH CORNER. ROOFING CEMENT SNOLILO fE APPLIED TD ALL SHINGLE EDGES NEAR THE PREPARATMN WTER EDGE AND A UND THE ENTIRE PERIMETER AS CUTOUTTHEOOOSENECKVENTOPENIWINTHERCOF SHEATHING. SIZE THE OPENING IN ACCORDANCE MATH THE RECOMMENDED IN SEVERE—TNER COASTAL CONSTRUCTION ZONES, CHART SHOWN. IN THE EVENT A MECHMACM VENT FAN IS USED, SIZE THE VENT OPE—IN ACCORDANICE MATH VENT FAN MANUFACTUWS PIPIM INJECTION INSTRUCTIONS. W NOT CUT INTO TRUSSES OR RAFTERS VMEN CUTTING THE OPENING IN THE ROOF. ^REMC INTERFERING SHINGLE NAILS —UM THE PERIMETER CF TIE OPENING SO TMT THE NULLING FLANGE OF THE VENT LAYS FIAT TOTE ROOF SNEATWND. SLIDE THE TOP AND SIDE FLANLTES OF THE VENT UP MID UNDER SHINGLES.AI 60TTOM VENT FLANGES TO LAY ON THE TOP THEESHINSHIN GLES. IF ROOF HOOD VENT DETAIL ALE, N CUT MCUGGERAP AT M• ANGLE I� MODIFIED -I- CUT N HOIMEURAP LINE OF WINDOW OF'@NNG \ APPROVED HOWEUEb+r OVIER MBATHNG OVER WD GTUO WALL STEP 1 FLA6104 OVER NAILING FLANGE JAM06 EMEND FLAMIRIG MN V BELOW GILL FLEXIBLE FLAMING DO NOT SEAL OOTTOM PIN STEP 6 TEMPORARILY FOLD -UP 4 SEO HOUSEURAP (O IULTC RAP UVC At HEAD N AT J� ELOPE SILL R INSTALL V— SELF-ADWEPtM FLASHING OVER VNYL HEAD FLASHING (WTH I DAMS)" INS RAMIE RASHNG INSTALL VINYL CAP STEP 7 ASPHALT PLASTIC CEMENT MOLDEDAROLUND S(SE OF PIPE MID OVER FLANGE ALIGN RA614NM UM NT. EDGE OF GILL R D. MECNLWICALLY FASTEN FANGED ED"& (CAP NAILS, STAPLES) IOTA" DUPONT KDUIIRAP AS TV FLASHING AT THE FOLD HOLBBIRAP DOW t TAR DIAGONAL CUT L ACROSS HEAD OF WINDOW PLUMBING VENT DETAILS SCALE, NTW STEP S LFMiY 46• :04TUM :F SKALAN AM06 AN( tPPLY TO ENDOW NA LANGE N RE-MpY= MINE OR INSTALL 6' UWE ADFEGIVE - BACKED FLEXIBLE FLA04M MATERNAL OVER DRIP CAP JOIN (PRDIECT0.YRAP BT-teXL a EGIN) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS UNDERtAYMENT II ASPNMT ROOFING CEMENT FASTNERS WTHIN )F CENTERLINE -iXTRA FASTNERS IN Ep CF SHINGLE _—£XTEM END SHINGLE AT LEAST lr EEYDND VALLEY CENTERLINE -SHINGLES TRIMMEDr SACK FACM VALLEY CENTERLINE ROOF VALLEY DETAIL NT APPLY 061 H7U (0 EGW.) 62ALANT t WINDOUCMU JOINT. FLUID APPLIED FLASHING (LANCO UNITE -SEAL RC -SS OR EOUALI SLOPE GILL TO EX 1, IT 16 1FIE CCNTACTOIm RESPOWISILTY TO VEINY TWR COMPATIBILITY OF ALL. PRODUCTS INCLUDING, HOUSM~. SEALANTS L DELP-ADHERN6 FLAMING MATERALS USED DURING CONSTRUCTION a. INSTALL ALL MATERIALS PER MAKPACTUREIE6 WRITTEN SPECIFICATIONS ylMMM L SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIOENIOE OF WATER INTR4ISION BELOW THE WINDOW OPENING L INTERIOR PERIMETER OF WINDOW WITH ALANT AT L IT 16 THE CONTACTORS RE6PCN NIMLTY TO VERFY THE COMPATIBILITY OF ALL PRODUCTS NCLUDMG SEALANTS . SELF-ADNGERING PLA814M MATERIALS USED DURING CONSTRUCTIOK 2. FLAMING AT EXTERIOR WINDOWS AND DOOR OPENING& SMALL BE INSTALLED N ACCORDANCE WITH MARFACTplR6 INSTALLATION N6TFI ICTIOFIS AND APPROVED PETHOD U OF FBC R103A 1J N ACCORDANCE WITH FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS. MB&�I. SEALANTS 111111.1 F NOT ta7PA71BLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS ARCRITICT= 6 GM Opl.anr- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 BUDDIV. & IAT SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL "2558-HAWTHORNE" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EX. B 2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE 1\\ I\ 1/8' TEXTURED i \ FINISH ® WOOD I \\ 2x6 sue BAND n 1/2' TEXTURED \ FINISH A CMU 1 \ METAL FASCIA \ WRAP Ya' FROM \ STUCCO, I' FROM \ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \ \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ©FLAN 5- —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) \ DRIP EDGE, V OFF WALL (NOT INTO STUCCO) 1/8' TEXTURED FINISH • WOOD, IF!' TEXTURED FINISH • CM METAL LATH WOOD SHEATHING OR CIMI WRB LAYER'(, STUCCO WRAP(FRAME ONLY) WIRE, LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFMG CEMENT I �1/S' TEXTURED FINISH A WOOD, 1/2' TEXTURED FINISH a CMU - 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —)ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©FLAN A EDGE . KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/126 NAILS 6'-S' O.G. MAX. 2x SUB -BAND W/%*x4' NOTCH 6 END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK-OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Il 'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I ¢'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY A R c N IT I c T 3 6 Greign 41 N. RONALD REAGAN SL% LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 lAi 0 R BUDDIV. ae L071- SILVERADO LOT# 3 BLK 16 PROJECT* 03719.001-03161 MODELS "2558-HAWTHORNE" OAItAOE gTrMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH . B DATE: 06/10/21 BCA .1/4"=1'-0" SH TEE �T T dd A6 73,_8„ 53'4" 20'-4" 10'-10" 20--1" 7'4" 6'-11" 281-6" 25'1" 5'-0" 23'-0" TOP OF 141 SLAB Y — — — — — — — — — — — — — — — — — — — — —M — 4" CONC. FM-i6X18 I FM-i6X18 FMC-16X18 4 4 -3 112" 1 I 2 SLAB 12 w w II-- .1 1.1 O 1.1 ,AA L----I I �I -�` °D X °' LL LL I I 4 c 19'•8" 2'-0 N 4' PVC I FM-16X18 CHASE ` -5112") ` I SLOPE 2" X rn I-31/2"+ U 10'-o" I °° xI 1.1 ` 3 1!2" SLOPE 1/8� I 28'-7" 8'-7" — — SL ON1/8", I PER FT. I X PER FT. I I I EXTEND 14"GONG. I � I q X I I 0 0 SLAB 1 1/2' II SLAB B_31/2'11 M. 4 I `-----J LL 4 `?' N TT; OF SLAB 9-0 13A L1 " 4CONC. I - 2 w LL eo I 7 3 `` SLAB I iv FMC-16X18 — — 4 N I i CCVC-12X12 EXTEND I I SLAB 1 1/2" EXTEND 1".. 7'1' SLAB 1 1/2"I I~ 6'-8"6'-4" r FM16X18 X N FM16X18 1 � 3'•8" 4t�p II iPVC ASE I M Y FOR E EHC. @ . o I� ISLAND I 16'.2" 13 1 1 1 w 1.1 1.1 II v FM•16X18 — —„ --- FM_18X18 ---- —-------------- 6-0" O/C MAX., TYP., UNO 3'1" 30'_9" 32'-9" 8'-2" 66'-10" 75'-0" SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1AXW1.4 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 I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG F7m-16x18 16" CONTINUOUS 18" FMC-16x18 16" CONTINUOUS 18" - 's #5 IN CURB VARIES C7wC-12X12 17' CONTINUOUS 12, O s O 's (+)0"-0" TE-1 8" SEE PLAN S" - 's #5 IN CURB F-2424 24" 1.. 12" (2) 's FOUNDATION PLAN SCALE: 1/4" = 14" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +.0'-011. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. 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. 11.0INDICATES #5 BAR, [,INDICATES 06 BAR,8NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED V-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71A EDITION A III C N I T I C T I 6 Grou i 1n 41 N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 i� O I.4 2 SU13DIV. & LOT SILVERADO LOT# 3 BLK 16 PROJMCT# 03719.001-03161 MODEL: "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH E B DATE-- 06/10/]1� sCALE: 1/4"=1' SHEET si 30" MIN. EACH WAY MONOLITHIC FOOTING Z } Z STEEL REINFORCING IN GROUTED .-. STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND Q d } CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 1 - ° - O SPACING REQUIREMENTS � G o ¢ w /n w w U U a / K v FM °' O Z 8"CMU WALL O 8"CMU WALL ° �CORNER E SIZE AS ER BAR O sc�, Z FOUNDAT ON WITI H 30" LEG EACH N +-0'-0" -8 ITT ,J WAY AT ALL CHANGES IN DIRECTIONS SLAB TOP OF SLAB ° - TOP OF SLAB I ..° -I SO THAT THE STEEL REINF. IS CONTINUOUS If MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB SEE SLAB SCHEDULE CHAMFER (1 STORY) '•EXT. PORCH SLABER -VARIES SEE SLAB SCHEDULE TOP OF GARAGE 7AND °.. IlLL vCONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE J01/2' IOLATION (WHERE gANDBARQUANTITY CHAMFER (2-STORY) #q 24„ W/12'ISOLATIONER(2-STORY) (1STORV)JOINT APPLICABLE) i SCHEDULE 30" JOINT(WHERE APPLICABLE) Z •DULE#5 cWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE 36„ 06 AR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #T 42" NANTITY ' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE:3/4"=1'-a' n 2 GARAGE scALE:34"=r-a CORNER BARS DETAIL 3 SCALE. 3/4"=1'-a' LAP TOP PLATE A MIN. OF 46' GARAGE DOOR AND NAIL W/ iEtl COMMON RECESS NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN g j N W & w 2x4 OR 2x6 WOOD BARING PROVIDE BLOCKING WALL W/ SYP W U U) fq w o a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ In NEW REINF. BAR a SPACING. SINGLE BTM. PLATE 1/2"x5' WEDGE ANCHOR W/2" TO BE T. PROVIDE DBL. TOP CURB FOR 2' CAPPED SECURED W/2-PART d g I EPDXY. MIN. EMBED Q 8", UNO WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-tYY' EMBED. MIN. � 16" OC SIMPSON SPH4 OR SPH6 MAX. MASONRY UNITS SET AT ELEV: GALVANIZED PIPE W/FLANGE 0 BASE ¢ O FOLLOW ALL MANF. BTM AND TOP PLATE 0'-0" N D✓ SPECIFICATIONS FOR ANCHORS W/' 0tl x 1 12" _ USE AND I COMMON NAILS FILL ALL 4„ PREPARATION OF HOLES, DO NOT USE 10d W Z Ir HOLE. x 3" SEE SLAB SCHEDULE SECURE FLANGE TO w q SLAB WN4)1/4"X21/4" o off. +-a'-0OF " RECESS AROUND GARAGE TAPCONS �•Q- Q TOP °. SLAB DOOR OPENING 4"CHAMFER (1STORV) SCALE: -"=I-' 6' CHAMFER (2-STORY) EQ. EQ, SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY LAP TOP PLATE A MIN. OF 48" ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL AND NAILW/ S, COMMON NAILS, 2-ROWS, 4'O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVERSTUD OF WALL W/PLAN SCALE:3/a''=T-a' (W/ UPLIFT) BOLLARD MONOLITHIC FOUNDATION g 5 SCALE: 3/4"=1'-0' SCALE: 3/4' =1'-0' 2x4 OR Zx6 WOOD BARING PROVIDE BLOCKING WALL W/ SYP No2' STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO SLAB W110d MASONRY NAIL 16' O/C STAGGERED. ADDITIONAL METAL LAP TOP PLATE A MIN. OF 46' CONNECTORS NOT AND NAIL W/ 16d COMMON REQUIRED WHEN NO NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED UPLIFT IS PRESENT. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND W SPACING REQUIREMENTS w SEE SLAB SCHEDULE d 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z Q f WALL W/ SYP No 2 STUDS SEE07 TOP OF SLAB PLANS FOR SPACING. SINGLE _ BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. Q ° ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO K 0. • J ° UPLIFT IS PRESENT, O 8" CMU WALL POURED LINTEL CONT. (TYP.) EQ. EQ. EE SCHEDULE 8" CMU FILLED CELL(TYP.) �+�" FOR WXD, BAR SIZE �___E-^ ° TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING AND BAR QUANTITY +- 0'-0"EE SLAB SCHEDULE • 12"DIA. SIMPSON STB2 BOLTS 6"TOP INTERIOR CURB FOUNDATION WOOD WALL OF SLAB -e° Z LF MINIMUM EMBEDMENT INTOATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND3/4"=1'-0"(NO UPLIFT) -TERED UNDER WALL AND MONOLITHICALLY WITH 16'O.C. VERTICALLY MAXRED NDATION AND SLAB SEE SCHEDULELE FOR WXD, BAR SIZE i'T SIZEAND BAR QUANTITY TITY e' vARIE6 3. 3' 1� INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 BDALE:314"=T-a' (NO UPLIFT) 10 FOOTING AND COL. PAD SCALE.3/4"=T-0" BLOCK WALL CONNECTION :c 11 SCALE: 3/4"=1'-9' lilrsmrrt. �E SHOWER RECESS FOOTER 12 SCALE: V=11'4' A N C N I T E C T S Desiwgn Grou L.. 41 N. RONALD REAGAN BLl LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h O O I L J sUDDIV. de LOT SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL "2558—HAWTHORNE" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH E B NI DAATE 06/10/21 mcALE: 1/4"=1'—O" ISHEET IlIk S1°1A 70'-8" 66'_8" 60'-8" 54'-8" 48'-r 44'-10" 40'-10" 37'-11" 35'-9" 30'-7" 26'-8" 21'-4" 101-6.1 'v 0 N N 4-_0" 14'-8" 9_8 N r 3'-4" h N r 8'-2" 3'-0" Y IV 4'-0" 7'-0"/ 10'4" a 4 0 0 4'.0" Ij t0'-0" 16'-0" 22'-0" 28'-0" 33'-2" 34'_8" 40' 8" _. 46'-8" 52'-8" 58'-8" 63'-10" DOWEL PLAN SCALE: 1/4" = 1'-0" A R C N I T E C T 4 G e Ion 41 N. RONALD REAGAN M LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 i h ca m O O 14 IL IBUHaIV. as LOT: SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL: "2558-HAWTHORNE" GARAGE OWING: RIGHT PAGE: DOWEL PLAN 150 MPH WN. B UN DARII�TTE,. 06/10 7 71, SCALE: 1/4"=1'-0" e S1"r2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/10"HOOK GROUTED BOND BEAM TIE VERTICAL REBAR JC VARIES PER ELEV. 9 TO HORIZONTAL Z REBAR 10" HOOK a GROUTED BOND BEAM Z VARIES PER ELEV.Al •- (V 5 3 - a a Qiae •a o #5 BARS • a a FEI 8" I. 10" HOOK ° 4•�' ° oQ 8 0 CLEAN OUT REQUIRED a � :a _` _� � Or{ NJ Q FOR INSPECTION O I. • co Ei � • I M 0'-0" FIN. FLR. � • 'p0 j ° n TIE ERREBAR , TO HORIZONTAL ° a,e REBAR W/10"HOOK BAR SIZE r48 BAR DIA. ° Z �O #3 18" 24 36, �to CMU UNIT DIMENSIONS ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BARBIZE 48BARDIA. #7 47' METHOD #4 24' O MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTALNERTICAL #5 30" 3 SCALE: 3/4"=T-0" REINFORCING REINFORCING 4T 1 SCALE'3/4"=1'-0" A A C A I T A C T A Grown. 41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rn w O A Fe C 9UDDM ac LOT SILVERADO LOT# 3 BLK 16 PROJECT* 03719.001-03161 MODEL "2558-HAWTHORNE" GARAGE SUING: RIGHT PAGE: DETAILS Q5D MPH Kg. B GENERAL NOTES +)CODES 1.1 FLORIDA B-DING CODE 215 EDITION, 2020 RESIDENTIAL SECTIONS R4M.2 A FOX. 12 FLORIDA BULDING CODE, N5 EDITION, 2020 BUILDING. SECTIONS 10 A 2101. 1.3 BINLDINO COGS REQUR MENTS FOR REINFORCED CONCRETE (A.CI 31&14). 14 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (TM3­18) 1.5 AMERICAN SOCIETY OF"L ENGINEERS MINIMUM DESIGN LOADS FOR BINLDINGS AND OTHER STRUCTURES (ASCE 2.)CONCFETE: 2.1 CONCRETE COMPRESVW STRENGTH AT NDAYS: 2.1,1 PRECAST WSTANDARD REINFORCEMEIT4 PSI MIN. 2.12 PRECAST WIPRESTFESS REINFORCEMENT-0 MI 2.1S GROUT PER ASTM GIB -3000 PSI W MAX. -AGGREGATE. 8' TO 11' SLLMP. 2 2 REINFORCING BARS: 2.2.1 STEELPLACEDINPRECASTUNTELATTIMEOFFASMOATION AST"T"AB13M (GRADE" 2.22 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTA AB1&M (GRADE 40). 2.3 PRESTRESS STRANDS ASTIA MI6 T-WRE, STRESS RELIEVED -KSI 24 DETAIL REINFORCEMENT IN ACCORDANCE WTH ACI 31&44. 2.5 CONCRETING OFERATONS SHALL COMPLY WTH ACI STANDARDS. 2.8 04.5WREPERASTMAIOSUA1084M 3) MASONRY: 3.1 CONCRETE MASONRY UNITS (CMN LITRE CONFORM TOASTM G90, NORMAL WEIGHT WTN MINIMUM NET AREA COMPRESSIVE STRENGT112000PSI. 32 MORTAR SHALL CONFORM TO TARE C-210 TYPE 'M'OR'3' 3.4 FULL W AGGREGATE JOINTS ARE REQURED 3.1 BE MISS AGGREGATE 2&DAY COMPAESSTESTRENGNGTiS AL BE ESAND BUSMDBY SHALL NOT BE LESS THAN FM • 2000 PSI. ER S n V STRENGTH SHALL BE ESTABLISHED BY THE M STRENGTH METHOD' OR, ALTERNATIVELY, BV THE WRISM TE9TMETM00' WHERE USDA REIXIIREMENTS HAVE NOTBEEN MET. O) STRU AM LOAD 0.1 SAFELOADVALUESNG BASED ONORIELS HAVING ABEARING OFM N, gMINIMUM SECEPNIRSDIEARIR FLORIDA ORIDA WILDING EDITION,G. SECSI 210,1I, SECTIONDVAL ES FLOPoDA BUILDING CODE ]iA EDITION,ERBLTLDING,SECTION -16 42 SAFE LOAD VALUES BASEDAC RATIONAL DESIGN ANALYSIS PER ACI 31&1 TA E$ 3 /0218 4.9 CALC DESIGNERMAY EVALWRESI NCENTRAIEDLOADBFRO ATdU TLOADTABLES BY FACE OF GLIPPORM RESISTING MOMENTAND SHEAR AT0 DISTANCEAWAY FROM THE FACEOFTHESUPPORT. 4A FOR LINTE-(1) HATS%ORGREATERECI-EA LCELL ACH END SO LID WITH GROUT AND MINIMUM ONE A AS VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL. 15 UNTELSTH NOT GREATER UTR&NNTIL 2 D� CLEAR AYS AFTER ANMLMT BE PROVIDED IEMPORMV SUPPORT. NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK 1Q (2) 2x8 --------- I^_________4AN____________________________________-____________________________�__________ 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/OM/OB 8F16-1T/OM/OB ♦♦ r- _ , 41 MLJK ♦♦♦♦ I , ; j 4* 4* El♦♦♦ _ _ El 1 I ♦ I I m ♦ _ I ♦ m m m ♦♦♦ ♦ % ♦ m 1 ♦♦0 ♦♦ 1 1 ♦ ♦ ♦♦ I ♦♦ ♦♦ b �-___________ j ♦♦ ♦♦ LL m �♦♦♦♦♦♦ 1 ♦ t I ♦♦ LBW ♦ ♦ 1 a i ♦♦ I 401, ♦♦ 1--------4 1 4 ♦♦ m 1 ' ♦♦ I i 1 i e ♦♦ 1 , ♦♦El i �� ♦ ----- ♦♦♦ I I BF16-1T/OMIOB 1 j I 1 1 j ♦ ' 1 ♦♦ 1 1 1 ♦ ♦ 1 . ♦♦ 0 1 i♦♦ 0 1 m 0 1 1 1 i I 1 1 1 I � � 1 1 I 1 0 SF18-1T/OM/ 1 B 8F16-1T/OM/OB 1 1lEll u ul lommmmumi Ell El 10 El1 V 1 7`°" LIFT BEAM PLAN SCALE: 1/4" = 1'-0" A R C N IT E C T S G e i In 41 N. RONALD REAGAN BLU LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www,a bdesigngroup.com AA S: 0003325 o� 4 m v C a VBW TTBBI 8v8DIV. ae LIOT SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL.• 82558-HAWTHORNE' GARAGE 8MINO: RIGHT PAGE: LIFT BEAM PLAN 150 H MR. B NOTES TO THE INSPECTOR/CONTRACTOR TYP 6k6' 1 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k16' (p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM - CORNER W/ 30" FOR �FLP OJ / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 #5 BAR LAP EACH COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 8 / 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. VERTICAL REBAR W/ 10' HOOK' Bx16 DBL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM 9 EACH COURSE t •\O�� 8x8 BOND BEAM TOP Of 7\r\G • W/(1)#5 BAR .�. BOND BEAM 30" TYPICAL FOP�i� F = FILLED W/ GROUT I .\\AO U =UNFILLED GROUT SOLID FROM TOP .p1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL, BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 �/c \ 16-1 T/ 1 B 8x8 PRE -CAST CONCRETE �0 LINTEL W/(1)#SBAR(L2) Pgb��gEi NOMINAL�� LENGTH OF BAR = WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP g OPENING-2' BEAM DESIGNATION CORNER IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR n L THAT XFO-iTnM08INDICATESADOUBLE BOND SEAM #OF #5'S,BOTTOM 8x8 PRE CAST CONCRETE SCALE 34"=1'-0" REINFORCING OF BOND BEAM 1 AND XFXX- lT/01 B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L,) REFER IT IS THIS INTENT SCALE: 3/4"=1'-0" ENGINEER'S TO PLAN FOR LOCATIONS TOP AND %UXX- iT/t MiDB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 13116 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE .145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 1S, O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 23/i6 TAPCON _- 1 W' PRE -CAST -.a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE 300 SILL MIN EMBEDMENT 1 1/4") 6' o SLOPE FROM EACH END AND 16' O.C. MAX. MIN 1-114" O EMBEDMENT Q 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 SOLID BLOCKING BAR TO BE PLACED IN /-4 1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER 1 ' -14' MIN. 2-12d PER BLK. FJa. END VCMUWALL #5 MIN. REQUIRED IN BONDBEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW i SILL CONSTRUCTION CORNER BARS `� �1 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:112"=1'-0" SCALE: 3/4"=1'-0" J SCALE: 3/4"=1'-D" V PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I _ SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II I�8x8 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL �U CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" A R C N I T I C T a 6 Gr e i Ilona. 14i N. RONALD REAGAN 80 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 h O F DAR ET 06/10/21 SCALE: 1/4"=1'-0" SHEET N.S2.1A BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF 13EAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) WH, REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING LOADSGRAVITY & UPLIFT SAFE 8"x8" RECESS DOOR HEAD R LOADSGRAVITY & UPLIFT SAFE 8"xl2" RECESS DOOR HEADE ®®®®®®®- M ORE ®® 11111112allimmm lm GRAVITY & UPLIFT SAFE LOADSLOADS 8"xl 6" RECESS DOOR HEADE 8"x32" RECESS DOOR HEADE MEN ®ORE®® ®- ® ®�Eli����00� ®EE<7RLER'^�R��OmR�m A R C N I T E C T E GaNsolgn 41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 a y �i 04 erg.. It, SUBDIV. AC LOT SILVERADO LOT# 3 BLK 16 PROJECT* 03719.001-03161 MODEM "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B DAATNE.. 06/10/21 SCALE: 1/4"=V-0" H SEET S2.1B y�i I a a a I U U U CJ1 CJ3T II— . I y,A II �} _ I IIN N II u _ I_ N u n CJ5T EJ7T_�= U H RIDGE Ilk 11 EJ7T �___ CJ5T >—{_ 11 If II II CJ3T I ,Q � n __h ._ N P x '1 IpI —�I— --II�— CJ1 N n „ IINI IA p EJ7 EJ7 EJ7 I EJ7 I 0 — = I EJ7 EJ7 I I EJ7 I I EJ7_ ®_ 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED E,17 TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS EJ7 10d NAILS STAGGERED @ 4" ON CENTER EJ7 EJ7CJ5CJ3CJi Lit 1n in n m a a a a a a a a a a a a ¢ ¢ a N N II 11 N II II II II IIN I N N N N II N 11 N N II N I 11 11 11 I N =N II N II II II II II II 11 11 N n n n n 1 n n trn 0 n n n n I n NNNN NN°NNNNNIII u u n n 1 It N n 1 n 11 N x N N IIwNN II N 11 11 IY d' 11 Na~II I n n II 11 II x N 11 N x N II N N n I 1 1 II II II n n �I I II111 II N N III^µIII- II Q II I � N II N I 11 II II N 11 � II N N H it II 11 N 1 I II II II II 11 11 N-. II__ 11__1 Ny/A II 11 II II N N II 11 N N N 11 N 11 N N _ 1_ II n N-I•I n n N n N n n N II n n N n N n N n N H n N N n II n l In n N n n n u n n n n n N II N II N N II N �IDGE N N ,r a 11 11 1 ��� II N N N II N N N N N III ILA N n—htn L 1JI 11 II N It N II II II II N N n n 11 N n n 11 II n N II u 11 N n 11 11 N 11 n n 11 II n U, N it n n u n n . N 111 N N n n x n n n n n n u II N N N II n n II II n n II II n n N N 11 n n n n N N II n n N N FRAMING PLAN SCALE: 1/4" = V-0" m m CJt n =I I CJ3 CJ5 to EJ7 ., EJ7 CG�RCJ1 =I CJ3 ,� II _:=q CJ5 EJ7 EJ7 EJ7 I I EJ7 y�A = � II CJ5 11 VVN� CJ3 N CJt N III III II II NWmN II = , I 1A M I II y,A ��N N IIII N O�N I N IN N II 11 it If 11 1 II H n II NII!!!! 11 it Nv IDGE,' II N II — II 11 II N n N II It N N II N N II II II n II ii ii n a u n II II II O O O FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P81336, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. A E C N I T E C T= Gr Design LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 O F BUHDIV ae LOT SILVERADO LOT# 3 BLK 16 PROJECT# 03719.001-03161 MODEL" x2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 150 MPH E B BCA=: 1/4"=1'— 0" BFIEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }'NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DEL STRAP, i EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SI MPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J" NAILS TO GIRDER 4x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/10d GALV. COMMON NAILS 17. O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6'. 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U2365 LBS, L', 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1 B 1C TYPICAL TRUSS/ GIRDER CONNECTOR(S) BACKEABLOOKR ICKhms 3/4" WOOD PANELS F (2) 12" WOOD PANELS(2) 12" WOOD PANELS 2x LUMBER 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL. BD, SEE SHEET S1, 1A FOR NAIL SIZE AND PATTERN %JOIST CONNECTION @ L.B.W. (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE -5/8" -HOLE DIAMETER 2/5'0 SGL. STUD OUTER 1/3 OF SPAN ONLY PLATE STUD NOTCHING �01 AND BORING LIMITS 0 SCALE: 1 12"=141 EDGE >5/6' HOLE DIAMETER < 3/5•D DEL. STUD 0 24" OlC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 --� TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Tx 4", 6", 8" x 4'-T MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. --A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) gJ' x 5" TITEN HD TO CMU AND (12) SOS }" x 2}" TO GIRDER 841) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS }'x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d eMASONRYBOND 2 x 5'TITEN HD TO CMU AND (18) SDS x 3' () GALV. COMMON NAILS. 1x2 SECURED W/ 10d SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) AL 3" SEN66 BACKER BLOCK THI00EB8 4500 314" WOOD PANELS 8000 (2) 12" WOOD PANELS 60 (2) 17' WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 1Odx12 HDG COMMON NAILS. tjg EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 4 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" NOTE: A - WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 314'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. 8 - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"" 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"1 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"1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER 8 T APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-O' 8'-O" MAX (W/1X4) FOR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EX TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING O.-T TO 30'-0" (1) "X" BRACE SEAMS) 30'-V TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE G CENTER TO BLK W/ 12" DIA. (2) X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 3T OC 1x4 DIAGONAL MAX BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d'6 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ REQUIRED (2) 10d's 0 EACH TRUSS TO BE INSTALLED Q 10.-0.. O. C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ. .. 1x4 BTM. CHORD BRACING 6'-0" O/C J END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD WTERSECTIONTYP. ^ BTM. CHORD BRACING SCALE, 3!4"=1'-0' V EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE SEE F AMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d 5112" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, TALL AROUND BOLT. 2: 2. END OF FRONT AND REAR LEDGER SHOULD LAP MIN OF 4'-T. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY °t CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DIA. x 3' MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDGESPACING CENTRALSPAGN"u A DOUBLE 2x8 12' 8" O/C 16, O/C B DOUBLE 218 3m.. 8" O/C I.." C DOUBLE 2x10 12" 8" O/C 16, O/C D DOUBLE 2x10 3/4" 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16, O/C F DOUBLE 2(12 3/4" 6' O/C 17' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=T-9' �1 BLOCK WALL W/ GABLE END �_� -ENGD TRUSS SCALE 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON 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. ALTERNATE MATERIALS SCALE: A I C N I T I C T i GDe r pin 41 N. RONALD REAGAN BL% LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA AI: 0003325 IIIIIIM 0 0 IN SVHDIV. Ao LOT SILVERADO LOT# 3 BLK 16 PROJECT* 03719.001-03161 MODEL "2558-HAWTHORNE" GARAGE 910nNO: RIGHT PAGE: DETAILS 150 PH EJA B DATE: 06/10/21 SCALE: 1/4"=1'-0" SHEET S3.1A FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSSENGINEERING 2x4 STRONGBACK, LOOR BRACINGTRUSS SCALE: 3/4"=1'-0' Of SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS- SIMPSON H6 W/ 10) 8d EACH END COMMON NAILS, EACHINTO END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 8TM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 12"HOG NAILS WALL / FLOOR FRAMING, PARALLEL TO WALL SCALE 3/4"=1'-0 DBL PT 2x6 BLWNG BETWEEN LEDGER AND 1TRUSSES W/ 10d ® 3" O.C. 1ST PLY STAGGERED UPPER PLYY INTO 2.6 BELOW W CMU WALLSHOWN REINF PER PLAN PER ELEVATION o= QaQVV PER ELEVATION m=r 1X2 FIRE -STOP MI #8 WOOD SCREWS �M x 2" LONG 0 3" O.C.; 1111111, STAGGERED OFF x6; CENTERLINE OFF 2MI SIMPSON A23 ItL EA. TRUSS NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3ON EXTERIOR WALL SCALE:34"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 26 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK 2x4 NAILS INTO LEDGER AND ®N O.C. #8 WOOD SCREWS NOTE: OPCONT.OF FL T U (TTOP FLR TRUSS P STAGGERED UPPER PLY INTO x 2' LONG 3" O.C.; MI 2x4 BLOCKING EA. BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. 4 BELOW STAGGERED OFF I� NAILS @EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x6; 3/4" AS SHOWN 2x4 BRACE 048" O.C. w/ (5)12d 1'4" MIN. FROM 2ND. FUR. FLOOR DECK Ipµl NAILS EA. END LINE 2x6 CONT. W/ (8) 16tl NAILS DBL ZX8 LEDGER TO CMU W/ 1l7' EXP. BOLT MI 8d RING SHANK NAILS 4" O.C. MAX 0 BT. OF FLOOR TRUSS (ST. 2X61S FOR WALL 8"CMU REINF P AT 16" O.C. AND 8" FROM END W/ MIN 5-12" EMBED. INTO BLOCKING 16d NAILS @ 8" O.C. MAX SHEATHING NAILER) 1X2 FIRE -STOP PER ELE FLOOR DEC I'I �/4" PER ELEVATION PER ELEVATION GIIPATo JPLAN NAILING PATTERN U7u�PER E Ej PER ELEVATION PER ELEVATION2x4 24" M PRE-ENGINEERED WOODNAILER PRE-ENGINEERED WOOD P.T. FLOOR TRUSSES (SEE FLOOR (SEE FRAMING PLAN) PRE{NGINEERED WOOD RAMING LAN) FRAMING PLAN)MASONR �,2•D.REPAIR FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FORSIMPSON HETA-16 DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED.EVERY TRUSS (VERIFY 1X2 FIRELEDGER INSTALLED TOO LOW SIMPSON HETA-1607 W/TRUSS PLAN) AT TRUSSES PARALLEL 32' O.C. MAX. (VERIFY W/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE: 3/4"=1'-0" PRE-ENG FLOOR TRUSSES NOT USED 7 SCALE: 3/4"=1'-0" O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-U' O.C. (AT O PRE WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TVP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING O VERIFY ROOF TRUSS SECURE2x6PT. PLATETOBLK W/TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 TH CLG, BOARD4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d FPRE-ENG TRUSS TO TOP PLATE W/ (2)WOOD POST TO STRENGTH EPDXY 6'MIN. GALV. NAILS. NAILS SLAB. SEE EMBED. AT 32'OC MAX. B - (2) SIMPSON MTS12 TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12tl's 6'O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM, PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • O• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. AND TOP PLATE ANCHORS W/ tOd x 1 tY2' COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d'. C EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2k9' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSSMOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-0"O.C. MAX. EPDXY 5-1/2' EMBED. MIN. 016" 108 10b 10c OC MAX. GABLE END BRACING W/ PRE-ENG �o GABLE TRUSS @ CMU WALL '" TRUSS TO POST CONNECTION 0 SCALE: 3/4"=1'-0" a n• A - 5IMPSON 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/HOU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'S0"SDS, (1) 5/6- A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2' SDS TO POST TRUSS CONNECTION @ L.B.W. n , nl POST TO SLAB CONNECTION `9a `9b SCALE. 3/4"=l'-0" A&B - SIMPSON ABU44Z POST BASE <1.1:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G10,335 W/ 5/8 DIA, x 6' EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8,(26) 16d x 2-12" NAILS TO POST. A It C N I T L C T t Gao 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7745078 FAX: 407-774,4078 www.abdeslgngroup.com AA #: 000332, O a A � ounDiv. Se Lotil SILVERADO LOT# 3 BLK 16 PROJECTTjT 03719.001-03161 MODEL "2558-HAWTHORNE" GARAGE 811RNO: RIGHT pwGE: DETAILS 15Q4PH E B i ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL SHEATHING EXP 1(24/16) or 15137' STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37' STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd 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 STR. SHANK ASTM Bd RING SHANK, 2 3/e" 0.113 17p pop SCREW SHANK 11NG PER6d 6.212� RINGSHANKPNEUMATIC 23/8" 0.113SCREW-NAILS EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH ad RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 81 NAILS 0 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 3,3e, 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 0 4" O.C. TOP & BOTTOM EDGES TYP. EXT. SHEATHING ATTACHMENT A W 9 zm w 2 Z=U'W =U mo 24 FE cnaLE ENO RAFTER OR TRUSS ROOF SHEATHING Z = 9 0 5 3 m U BUILDING LENGTH T 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"0 C. IF NO DROPPED GABLE END, ATTACH 2a4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #S T DECK SCREWS @ 6'-8" O.C. MAX EDGES & 17' O.C. M(OC IN FIELD- UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` 1 YP. S/4" 16U JUtl-HLUUK UtUKIINU ULUtU U ALL V. UJtU Mt MtltHJ Hlv BooF ROOF WIND DESIGN PRESSURES NEr ((QROSS) asc T.Is ZONE1=379 ZOIE3=32.8 O�N'E 2bi,=B.S 200NNEE 3�r=d�53 BONE T E B.6 =4'L" END ZONE oSTM10E BA9C YAM EPEEo, MPH RISK CATAooWa'Ei:10 e APPLICABLE INTERN4 PNESSWVE wEr'FlCIENT. N-eIS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIWTION 812E ttPE SPAGW REMAPKS APhICATION g2E —.—No REMAPo(8 IQ PT FURRING TO MASONRY/ODW. CABS HARDENEDCDIL NAL I IYCLON3. a"� WRAOE DDOR SUCH TO WSONMICONC. NO"— H. TAPCON MASOJRY FASTENER B„� 111 EMBED., 4• END DST., IIn'EDOEDST. 90o1, EE RB CASE HMDENEDCOL WINTO WRAGE COOK BUCK 8" OA W tn'DIA IXPAN90N BOLT 18'OC(Y6'DAN <" EMBED.. 4' END DST., NOTE iz PT. SEE WTEe ttn'LOW. -E STAGGERED MA8DR/FASTENED INTO MABGNRY/WNC. OMA60NRYICOW. WASHER 20"dcnR'DAI 3"EDGE DST. WINDOW BUCK CASE — COL II' C,C NINDWINOORI FASTENED METAL ST To CONTACT THIS ENGINEER FOR SPACING 1. PT. SEE NOTES NAILt to°LOW. STAGGERED INTO MABONYriICOW MASONRYICONc. REQUIREMENTS EXT. _w_ FTeEENOTE9 No •TMWN —INES 1-EMSE0, 180C 8'END rz'EDDE DST. NON BEAPoW N'J00 PLLTO—BLAB I- EXPANSION <'EMBED. f•E10 BOLT 24OC pST., 3"EWEDST. DOw SUIX 0.138•PAFr21R• 4• END. DST., I Irz' Pt ro STEEL OJL., SEE OERSo E03E qST. _6 NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWNG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WOE OR WIDER AS THE DOOR OR VIANDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 71h EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/802-18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-OWGRADE 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 P sf TOP CHORD -non —Trent 10 psf BTM CHORD +IDncanwrrent DEAD LOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf wl No GYPCRETE) 10 PST BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST VIAND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf VIAND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY IU LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps/, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200ps/, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS'. 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAW NGS 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 DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED 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 D-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 PRKIRTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"* PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS SATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THATABATCKIS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS4 B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-VT FOR A5 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3Nr FOR SLABS, WALLS AND JOISTS 1.10. FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC QM. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4. PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABSON-GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 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 TREATMENTDISODII - FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7N EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED W RE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. 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. REINFORCING STEEL: REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE O E 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 RZ TAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 38" #5 BAR - 3O' #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 10 INCH 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 WITHOUT 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 WITH 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 C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEELU FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 38 kal FOR ANGLES, PLATES, AND W.SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 kai. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 W. 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 WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-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 WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSUASCE 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. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. A R c HI T I c T a Design GrouP"hMR 441 N. RONALD REAGAN BL\ LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 A7 4 yh ?O: U O a y m14 F a 2 svv BDIas LOT SILVERADO LOT# 3 BLK 16 PROJECTO 03719.001-03161 MODEL: "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH E . B DATE,. 06/10/21 SCALE: 1/4"=1'-0" a*== S NZ © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED '��JL E THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA J-CHP MAX. DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 70STAPLES INSTALLED- THRU SOFFITAND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @--f 12" O.C. MAX (INTO Q 7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN @ TAPLESINSTALLED 07 THRU SOFFITAND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. NELQ }" MAX-d I -- DETAIL D QSTAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT-`1 03 J-CHANNEL J, N DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'--. i� SPAN'Ly— SEE DETAIL'A'-' SEE DETAIL 'E" — EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END SAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA ) SEE DETAIL'D'- SEE DETAIL 'E'— — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSSMOI TBY OTHER 2-1/4" EMB. X2 WOOD BATTEN NEL Q v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO ( STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7D WOOD) IN J-CHANNEL Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) CONCRETE/CMU OR WOOD (NOTE 1) Q J-CHANNEL J" I DETAIL C J-CHANNEL BY OTHER 2-1 /4,INSTALLATION SCREW, EMB. 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) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 ` >< 4 3.625 T.375 3.625 .375 3 .66 TF 08 .03 12�sA DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C N IT E C T! Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774­6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J y 0 a EIVHDIV. & I.OT SILVERADO LOT## 3 BLK 16 PROJECT# 03719.001-03161 MODEL• "2558-HAWTHORNE" GARAGE SWING: RIGHT PAGE: SOFFIT DETAILS 150 MPH EXP B ft 41k