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HomeMy WebLinkAbout35844 Morse Willow CtJ l J J 2558-HAWTHORNE FOR:ui�M R, HORMN AMC444;5 ,0 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 GOID�pp�1�;1 ono C\v STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: r DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -RDWA H�O �COI& TTs EnlnoN ( ) -AIL LAM AND BATE COS -OCCUPANCY - RESIDENTIAL, GROUP R3 -coNsrRDcrlox TYPE - VB -MIN. D'ITERIOR FNSH - CLASS B -BASIC 11DID SPEED - Vult=150 YPH VBsd=116 MPH -EXPOSURE - B -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAx. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE AADtUONDNG D STABL ALT.. ALTERNATE BD BOARD LI. AMPERA NE CL CENTER 13INET JE CAB. CABINET CLG. CLEAR CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISK DISPOSAL DP. DEEP DR DOOR D.s. nowNsean DLL, DETAIL D.W. DISHWASHER EA. .Fnncll ELEV. EQUALS°N EXT. EX EXT. EXTERIOR F.GIFX. FDGD GLASS F.G. FUEL GAS �I FRESH FLU FLOOR FLUOR. FLUORESCENT FR DR FRENCH DOOR FIG. FOOTING GA GAR DISP. GAARBAGE UGE DISPOSAL G.F.I. INTERRUPTER °VTc1RcuIT GYP. BD. GGLASS YPSUM BOARD HB. H°SEBIB H.C. HOLLOW CORE HDDR FADER HOT. INSULATION INF. 1141TRIOR LAV LAVATORY MUM EI E CABINET MDIC MFR. MANUFACTURER MUM NET. METAL MEETTALLT THRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH PHONE PLT. PLATE PLYWD. PLYWOOD PR PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS RA.G. RETURNAIRGRILL REF. REFRIGERATOR SM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR s.D. SMOKE DETECTOR sm. s� HUNG HT SSHEATHING SHWkWR SHOWER sm SIMILAR SL. SLIDING SL. GL. SLIDING GLASS STD, STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS THK.CK T.O.C. TTOOP OF CURB T.o S. TOP OF PLASEAR To. NOTED OTHERWISE V.P.VAPOR PROOF W. WASHER WD. WOOD WITH WOW WWI WINDOW ATER � W.I. WROUGHT IRON DATE DESCRIPTION O,/25/19 ADD®'°°-° aG°'�,,° ARCHITECTURAL SHEET DESCRIPTION 07/28/1e ADDED 8fON6 CAP NOTE TO /ROIft IOdYATTON PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN A2B-ELEVATIONS -B" FRONT A REAR PG A3B-ELEVATIONS -B- LEFT & RIGHT PG EI-ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL. ASSEMBLY DETAILS PC WA2-WAIL ASSEMBLY DETAILS PG WA9-WALL ASSEMBLY DETAILS PG WA4-WAIL ABLY DETAILS PC WAS -WALL ASSEMBLY PG WAS -WALL ASSEMBLY DEL' 07/W/le ADDED OPTIONAL. PQID6NT IIGM'p0 AT IOTUD➢1 10/14/18 UPDATED LED uoHTe PER D.RRORTON 10/90/19 B II� PER D.RHORTON UPDATED I= DETAILPG OI/EO/EO 0N ADDED 8909CONN6fSORE LLO. USP SI 18 80 / / MADE REDLUIE CHANGES FROM ENO. FOR 2=0 CODE CHANGE 11/18/20 EAITDIG ON ENGVMU APPROVAL FOR DETAIL UPDATES 01/06/21 SWATHED IDtEPS FOR THE 8080 FBC STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 y�1I1 1 Q S -P 1. CAM'S 1' 1 �IiYA/ �7 LIVING 611 $56L FT. ENTRY 5`I $Q• PT. COVERED LANAI 200 $a FT. TOTAL 3,403 Ga FT. STRUCTURAL SHEET DESCRIPTION PG SL-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2ADOWEL PLAN DETAILS PG 32-LIFT BEAM PLAN PC 32.1A-DETAILS PG 32AB-DETAILS PG 33-FIhyQNG PLAN PG 33.1A-DEDTJL PG 33.IB-DETAILS PG 9N1-DETAILS / DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER E BUILDER ASSUMES ALL LIABILITY FOR THE TID2PRETAT[ON OF THE CONTRACT DOCUMENTS. ANY ASPECT OF THE CONSTRUCTION (AS ESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND NEED OF FURTHER DETAILING OR EXPLANATION IN RDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE [48URDERTO SUBMIT A WRITTEN R.F.I. (REQUEST FOR FORMATION) TO THE ARCHITECT OR ENGINEER FORARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI,a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE BEEN GENERATED FOR ZCLEAR ASPECTS OF THE P' A A C 0 IT 16 T S 6 GRu 2 1441 N. RONALD RFAGAN SO LONGWOOD,FL32750 PH: 407-7748078 FA%: 407-774,4078 'L www.abdeslgngroup.com AA B: 0003325 eUBDIV. ec I SILVERADO LOT #23 BLK #13 pi n0j"' 03719.00 -23131 MOD1ERc "2558-HAWTHORNE° oAItAG$ BTFIL T6: RIGHT PAGE: COVER SHEET 150 VkH E . B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING NTH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE woRK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SWILL 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES 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 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF X- 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- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNJALUFLOOR 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. PLUMBN4O 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 P3D05.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERNiGS 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 EXTERIORFNSENES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-G1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CER.M08 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) . CONSTRUCTM OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) A R C N I T R C T S Design Grou 1no. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdasigngroup.com AA A: 0003326 14 N NMI A � SUDDIV. A: LOT: SILVERADO LOT #23 BLK #13 PROJECT 03719.00-23131 MODZ IU "2558-HAWTHORNE" GARAGE BWMG: RIGHT PAGE: GENERAL NOTES 150 EXF,B -- °9ttttt/!II/:olltt/ttttttttl,n alltttNtt//tt/I'alt/lltttttttRtaltttttttla'��n'Itttla °�/OI':Nlt/Ila alltttttttttYttialttttlltttttttl'alltt/tt/t/tt/tialttt//�Iail/t/t',n � -- A- - - - - - - - - - - - - - �2' STEEL PIPE BOLLARD M BEDROOTRAY CLG. TO IIIV-01 = 1 Zi C m al551501'allt/Alttttttl'all///tttttttt[ai/ttt/!//0 t� - BARREL CLG- GREATR/1 �O � ///////laI!//tttll°I ttt!tttllal't//ttlio ���� 41 � TaI■ttttplalllNt//a'i///pt'allt//t/1.= .J�._� o - - i — alit/ttD°Itttttttt/tmolls lgtttlDlltttttt/tttt/allllttttt/t///Ila'tttt/t/la FLOOR PLAN SCALE, 1/4' . 1'-0' NOTE- -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-0 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL FSE 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 011DISIONS ARE FROM FACE OF T V BLOCK WALL fOR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UX0. • ALL NMW"! WALLS AM 3)P UNO. - ORTER VENTED THRCIJI m ROOF [VTR), NOT SCIEEED- - AIR 00141-I10166OR SET ON 44X44' POUIRD Ogtr— PAD. PAO BCGS16 S' FROM EDGE OF 6TRJCTURE. - SEE SHEET GN FOR GENERAL AND STANDARD BUWDMG NOTES. .ALL HABITABLE 140OI'16 TO HAVE ARC FAULT CIRCUIT NTERtlPTER - ALL AJLL HEIGHT BLOCK WALLS MT44II:N FILLED CELL8 WITHOUT OPEWN66 ARE SFEAR WALLS. RADIUS CORNERS, SEE PLAN BRACKET / BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-1/4' LOW WALL 2'X6' STUDS • 16, O.C. W/ 1/2' DRYWALL SQ.FT. CALC.'S LIVING 2,531 Sa FT. GARAGE 611 SQ.FT. ENTRY 51 SQ. FT. COVERED LANAI 200 60, FT. TOTAL 3,405 SQ. FT. EXTERIOR MASONRY WALL W42 HEIGHT6 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' 6WAIRE LATICRETE BY HYDRO BAN. R.O. SHALL BE 14.6' x 14.5'. BOTTOM SHALL BE INSTALLED AT 54' AFF. UN.O. amwl mmmmwl om a° om WINNIN°d ME soMHIMDOW aalNaa MIN WINDOW 8 5 243/-32A CRITERIA EXTERIOR SWING 24 S 22.W-2tB DR MIN. CRITERIA SGD. MIN. S6 5 20.1/-25A CRITERIA 80"10 OAD. 66 5 21.6/-21J 16010 OJ-1.0. 112 5 203/-24A BASIC WIND SPEED MPH - ISO (Vult) INTERNAL PRESSURE COEPFICENT t 0.18 BLDG. CAT.-D. Ev.-B, MEAN ROOF HT. - 14'-0" PRESSURES HAVE BEEN MODI[FIED PER FBCR 7TH ED. (2020) SECTION R301.2.I TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP °S MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN-JBAR REINFORCING BAD C / BRACKETS AS CABINET A TYP. CABINET SECTION A t C N I T! C T t 6 Grouper. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAK 407-7744078 www.abd&s19n9roup.00m AA1:.0003328 amx�, MN SILVERADO LOT #23 BLK #13 PR 01 CIT 03719.090-23131 MODEU 2558—HAWTHORNE" GA %AGZ ewsx0: RIGHT PAGE: FLOOR PLAN 150 JQPH EXP. B 20'-2' 51-M. HGT.s RAISED STUCCO ^� BAND (TYP) \ 9 4�\ IS'X12' DECO-� SHUTTERS FOAM CAP -\ 0'-0' FIN. FLR. 1 e - STONE VENEER FRONT ELEVATION SCALE, 1/4' • I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 5 1� OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE, 1/4' . P-0' TEXTURED FINISH AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3674/300 - 12.25 VENTILATION AREA X SQ. 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# OF VENTS REQUIRED = 7.66748 TOTAL # 0 F V ENTS P ROV I DED = 8 SQ. IN PER SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT = 881.76 /11.736 TOTALLINEAL FTOF SOFFITVENTING REQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) SHINGLE ROOF 9'-4' BRG. W.T. BAND DTL. B SCALE, 1/2' " I'-0' BAND DTL. D SCALE, 1/2' - 1'-0' BAND DTL. C SCALE, 1/2' • I'-0' BAND DTL. E SCALE, 1/2' • 1'-0' A 0 N I T E G T• 6 GroVp� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAK 407-7744078 viww!Slg"group.com AA M: 00O 26 BVSDIV. a LOT: SILVERADO LOT #23 BLK #13 PROJECT 03719.00 -23131 MODEL: "2558-HAWTHORW GARAGE 9WMG: RIGHT PAGE: FRONT & REAR ELEVATIONS „B„ 150 MPH EXA B Ir OFF -RIDGE VENT --------------------------------- LEFT ELEVATION SCALE 1/4' • P-®' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS S / OFF -RIDGE OFF-RI� T s I OFF -RIDGE VENT OFF -RIDGE VENT FOAM CAP FIN. STONE VENEER �s OFF -RIDGE VENT 9'-4' BFtG. HGT. 9'-4' BRG. FKsT. IF M F= FOAM CAP as 0'-0' FIN. FLR.,_ _ STONE VENEER RIGHT ELEVATION SCALE, 1/4' I'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS A R C R I T R C T R Gros Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744S078 FAX: 407-7744078 www.abdosigngroup.com L AA M: 0003326 i G sV1BDIV as LOT: SILVERADO LOT #23 BLR #13 PltOJZCT 03719.00—23131 MOD'XA "2558—HAWTHORNS" OA AQZ BTIMO: RIGHT PADS: LEFT & RIGHT ELEVATIONS „B,. 150 PH ER. B M Dw1/26/21 SCALE: 1/4"=1'-0" SASSY A3B ELECTRICAL LEGEND SYM. I DESCRIPTION ii ISTANDARD SWITCH SWITCH .EI T 14EMMOSTAT -8 ERECEPTACLE (12&v120-AMP E POLE) � UPLEX RECEPTUPLEX RECEPTACLE (EOUPPED VITMGROUND � FAULT UPTER/TAMPER RESISTANT TYPE) =0 01, DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) 41�: IRECEPTACLE (GROUND FAULT NTERUPTER) IOV OUADPLEX RECEPTACLE ® IVV N7UDUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECTOR) -Q EDUCATED RECEPTACLE L MOUNTED LIGHT 'LING MOUNTED LIGHT ANT LIGHT LOOD LIGHT L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SO. FT.) am RULE LIGHT FIXTURE 8499 BULB LIGHT FIXTURE S1899GB b BULD LIGHT FIXTURE TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN R CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT !SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) O CESS LIGHT • CESS LIGHT (VAPOR PROOF) FILING MOUNTED LIGHT WITH J-BOX OPT. FAN FQ -BOX /WALL MOUNTED) (CEILING MOUNTED) G MOUNTED FAN q�-GOK AN (I CFM PER SST. FT.) JACK DETECTOR (WALL MOUNTED) DETECTOR (CEILING MOUNTED) N Vle JACK '1c PORT LOCATION OF TV JAMS 4 PH" 5aT[ff%_4_RW TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETW- • ALL 15 4 20 AMP BRANCH CIRCUITS TO DE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR lth EDITION (2020) 4 NEC 210.12 2011 • 220 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI8013 FBCR 1th EDITION (2020). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR lth ED �Z • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE POOR 1TH ED (20201, • Al I I AM" RUAI I PUN ARI ;PLY N4%111 T]BIC — — — — — — — — — — — — — — ; Wic, I I I I PRE -WIRED I Q, I CLG,FAN I BEDROOM , L- — — — — — — — — — — — — — — — - , - - `8D \ ('� 1 COVERED LANAI II PRE -WIRED `,\ I I CLG.FAN WP GIN /r CAPE �\ kNINE oill1600 I '�R�r GREAT ROOM �'' PRE -WIRED', 1 CLG.FAN \ 't I i I � I I I ) LED LIGHTING LED LIGHTING LED LIGHTING ® DOUBLE LAV. @ SINGLE LAV. @ SINGLE LAV. BATH I BATH 2 BATH 3 PPRE -WIRED G.G. FAN BEDROOM 2 MR I -- I / Iim METER FIELD VERIFY FOR O IRRIGATION q TIMER +cy GFI CLG. CFI• OUTLET 44'AFF. 1 I 1 I I i ' I I GARAGE ' I �10 LIGHT 4 j 44'AFF. SWITCH IN ATTIC GPI CLG. OUTLET GFI• 44'AFF. I I �' I �( FOYER I I v I I I I i I _ t�,IBATH BEDROOM4d- LPRE-WIRED .FAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE SD2 HOUSE PLAN: 2015 MWEL 2045 SQ, FT. GENERAL UGHTING X 3VA. PERSQ, FT, 2 20AMPAPPUANCECIRCW7AT1500VAEA, 9, 1 IAUNDRYCIRCUITAT 1 RANGEAT NAME PLATE RATING OR COOKTOP/OVEN 1; 1 WATERHEATER A 1 DISHWASHER L2 I CLOTHES DRYER ; 1 DISPOSAL 1 MICROWAVE L I REF, L SUBTOTALOFGFNEMLLMD [MAST MKVA OF GENEMLLOADATIOD% REMAINDER OF GENERALLOAD AT ID96 26535 IVA.X D4 1061 TOTAL NETGENERALLOAD 246 47ON HEATPUMPRI28 AKV X24DVA 6 LIKW ELERRIC HFATAT65% NETGENERALLOAD 246 NET TOTAL NEAT TOTALIOAD 33 FUTUREGROV T '0 3383. CALCURAIED IAAD FOR SERVICE 37, 217 VA/ 240 V- 155 AMP 2D0 AMP SERVICE REQUIRED 64IE: AU -BREAKERS SERVING HABITABLE RECEPTACLES SHAULBE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS, HEIITNALCAMULATION: UGHTING,APPUANCE,IAINDAYLOADS: 14,233 VA 30W VA 4P UXN, REMAINDER ®35% NETLOAD 6,90 VA RANGE: 1;000®70% 8,400 VA DRYER: S000070% 3,500 VA TOTAL A349 VA NEUTRALAAPACITY: 1446111240- 78A 92 AL MINIMUM NEUTRAL CONDUCTOR. f-PB.FOR I DUI A �- I I II I II I I Aw `` 71 PRE -WIRED I lJ GLG,FAN BEDROOM 3 PRE -WIRED PDR COACH \ LIGHT \L PRE -WIRED FOR COACH LKRHT I I' I� I I 1 i' II II II II I I' liI II I' II I I. I PRE -WIRED FOR COACH LIGHT ELECTRICAL PLAN SCALE= I/4' . 1'-C' PROVIDE 3 2/0 CU, I % CU GND 2" 01 dOU1T OR PROVIDE 3 4/0 AL, 1 A4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE 60RRT • OVER4A4G0 200 AMP ELECTRICAL RISER NOT TO DCALE. GEERAL NOT IM A ELECTRICAL MATERALA AND INSTALLATIONS *WALL COMPLY UNT14 ELECTRICAL PROVISIONS or n COMBINATION eawce 016CONNECT 200 AMP 120440 VOLT I m"m Tii! R)rtE TtN Nro1flaN r2020). LOCH. CODt6, AND &A^TCH AND ELECTRIC MLO PANEL ALL LOCAL POUER COMPANY RE011PIPPER & METER M NB'IA B. ALL CONDUCTORS 6FW.L BE TYPE TW N/THUN 'UR ENCL06UI! UNLESS NOTED OTFERIE6E. POMP! COMPANY TRANSFORMER PROVIDE 200 AMP, OO1740 VOLT,1 FNASE SECONDARY ELECTIECAL SERVICE. PROVIDE 3 7A0 COPPER CCU) IN 2" DIA SCWCNULE SO PVC CONDUIT OR PROVIDE 3 R40 ALUMINUM (AL) IN 2" DIA SCFEDULE SO PVC CONDUIT UNLE66 6CRVICE 16 PROVIDED BY TI! MACT IC COMPANY. COORDINATE WTN TIE ELECTRIC COMPANY PRIOR TO BID. iRMtlCN Ei1RA)NCE SNDNICS EaRI.1'NIXf ENTRANCE EQNR'SNT MTERSY&TEM BONDING TERMINAL AT LOW VOLTAGE CRNECTIONS I R4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASCD FOOTER STEEL PER ELECTRICAL- FROVI8I" Or Peele ITN EDInoN r9O90) OM' DIA X S PT LONG COPPER CLAD GROUND ROD Pr A N C N I T I C T 3 Gr udln ,.-.-. LONGWOOD, FL32760- PH: 407-7748078 FAX 407-7744078 www.abdesipgrouP•com L AA M: 0003325 i ounDiv. Ac LOT SILVERADO LOT #23 BLK, #13 PROJECT 03719.00O-23131 MODEU "2558-HAWTHORNE" GARAGE >sVnNC;: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 2'-8' 3'-1' 4'-5' '-91/2' 14'.81/2' I-IB L—J i---------------i I I I I n O 1 r I I I iAc L-- > m I 1 I I a I M I I I I I c I I I I I L---------------- \� r. - I — I I I I I � I I ii ii l i I II m I I I C II I n I i I I I I i I I I I I I I I I I I 0 Ell Ell I i I I I I I I I I I I I I Ell Ell 2' VTR I KITCHEN SMK K7 _ — — — — I = v W/ AUTO VENT I I > i 2' yTR 1 1/2' 2 2- 11CM Q I I I ` LAV. 3' LA I I 3. 3' 1 L V{ YT I O_ I I C1 3 83' LI4v I I — Q O — — — — — — 1 BFilU1� I ER 3' u El El u 2 TUB HB — TO MAIN PRE-PLUMD — L.T. PLUMBING PLAN SCALE: 1/4' • 1'-0' PLUMBING RISER NOTE: ALL PVC PI -WISED TRAPS ARE TO DE I- TYPE. 'S' TYPE ARE FMA415ITED. A R C N I T 11 6 T N 6 Gmupn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 a o A � BtmDrv. ac LOT: SILVERADO LOT #23 BLK #13 CTIP 03719.000-23131 MODELa "2558-HAWTHORNE" GARAGE BWMC;: RIGHT PAGE: PLUMBING PLAN 150 MPH ER, B 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 614ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB A MASTIC. AND INSTALLED AS PER FDC 1TH 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 INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, Syam BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FOC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. HAVE AN APPROVED FIRE OR FIRE/8MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD Q CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT IM PASS-THR.1 AIR GRILL SCORIATED NICKEL /-FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG -'�-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL RASS T BOP CAULK P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (TYPN) COWTERSUN< CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN) SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAF'CONS UNIT SIMF'80N U16 ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) #SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE ATTIC NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS i I ­'^' O EXTERIOR WALL - - -w EllPLENUM AIR RETURN Ell �e SUCTION AND LIQUID -- �iY AIR SUPPLY y REFRIGERANT LINES 6XI0 '�� y AIR HANDLER EXTERIOR WALL mI y 3/4' PVC CONDENSATE DRAIN LINE BEDROOM 4 � I BEDROOM 3 EVAP. TRAY yx� PVC SLEEVE TO LINES BELOW SLAB 1 REFRIGERANT LINES TO PLATFORM RETURN CONDEN8ING WIT PpN. TRAP INLINE AND TERMINATE IN AN AFROVED DRAIN, AS PER EDITION l2020) —01 MECHANICAL DLDG. CODE LilSECTION 301Z.4 HVAC DRAINS MECHANICAL PLAN SCALE, 1/4' " I'-0' aysDIV. & LOT SILVERADO LOT #23 BLK #13 PROJECT 03719.00t-23131 MOaEIa "2558-HAVTHORNE" GARAGE 8WDgG: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLATE PLAN v PRE-FAB TRUES Id' CLG. BOARD-- /I r 1/2' DRYWALL —­-­ T` F- SECURE BT. - PLATE TO SLAB W/ 10d MASONRY NAIL • WOO. MAX FIN. FLR 2X4 WOOD STUDS 424. or_ SLAB D I UVO IN TIONS SUPPORTING HUNG PLUMBING FES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 2�TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'•I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS TTO�jP4 MTL. DRIP EDGE2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORI LAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT w/ (0- 45 (2) COURSE DO NOT CUT THE 5OND BEAM RE5ARS 2A PIPE THROUGH BOND BEAM 12 GAS LINE D1 SCALE:3/4'"I'-0' D y PYC �aH ron e,u w BLOCK FIBERGLASS SHINGLES--�, WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR SODA. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR 905.1.1. THICKNESS AS PER ROCF SHEATHING SHEET SNL SECURED PER THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. SECURED PER 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE OR 1/2' HIGH STRENGTH CLG. 2x FASCIA PER BOARD REFERENCE ELEVATIONS 06 PER aLavAn STRUCTURAL VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE -FLAG TRU88 WALL SHEATHING A ATHIW INSULATION R-VALUES THICKNESS PESHEATHINGREFERENCE STRUCTURAL SHEET SNL SECURE PER PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE 2x FASCIA PER ON SHEET SNI ELEVATIONS PRE-ENG, GABLE TRUSS R-4U INSULATION VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS CFI _ STRUCTURAL -DETAILS i r REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. a' CMU 112, GYP. WL. BD. - WOOD BASE — c d. u a. W/ WINDOW OPENING Vt' IWM 2 COAT - PCOUL ND CLAIM RL "Ta Arn.so Dummy TO 0 COWWR MEAD V C197 SC �TwlcTlwAl. FOR 2xe P.T. "D ATTACHM TO PRL qLL AS FM APP01 VAL lab e4LN1T . sAaae woo s GARAGE DOOR JAMBS D1 SCALE: 11/2'"1'-0' i 2X4 SPF 24' O.G MAX, - SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL' OTIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS ev PRE-ENG WD. TRUSS CONT. 2x RAT RUN SECURED PIE STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,. PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }, 0'-0' FIN. FLR 0'-O' FIN. FLR a' CMU .a < 4: B TYP. WALL SECTION W/ WINDOW OPENING NO OPENING NOTE: PER SECTION F5CR W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN �1—STORY HIP BLOCK WALL —STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE, 3/4'.1'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER, (U LAYER UNDERLAYMENT iS PERMITTED BUT MUST 5E PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL -Ix2 P.T. FURRING STRIPS • 24. O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SM.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SWEET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.N. SECURED PER STRUCTURAL DETAILS CMAU 0'-0' FIN. FLR a. . B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL \lpV SCALE, 3/4'.r-D' ' A R C N IT 10 T 8 GrouPn 1441 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup•com L AA A: 0003325 I$ aUBDM rk I,OT: SILVERADO LOT #23 BLR #13 PROJWT 03719.00t-23131 MODExe "2558-HATMORNE" GARAGE awING: RIGHT PAGE: DETAILS It 150 MPH E B IQ °4 2X& P.T. 0 CENTER OF DOOR HEADER GRCRED UV (1) 112' X e' J-BOLT W/ 4' MIN. IS DM7ENT W/ 2' X 21 X VS' WASHER 4 NUT OR W/ (2) V2• X G• ANCHOR BOLTS UV 7'X2•X US, WAGbER 4 NR 0 m 610,3E 2x4 ON FLAT TO DLK ® UV MASONRY NAILS. 2X6 GARAGE COOK SUCK DEC LED W(0) V2' X r J-BOLT OR ANCHOR ® BOLTS UV 4' MN EMBEDMENT, UV 2' X 2- X 10' WAGNER 4 NUT. (1) UTMN G' OP TOP, (1) WITHIN e• OP THE Simf3)9VSNLY SPACED. m m m m m NOTE& ALL ANCHORS SMALL BE IN ACCORDANCE TO M~AGTRRR6 INSTALLATION MSTRJGTIONS WIEIE &ICU mTRINCTIaNb ARE MIRE 6Tl616ENT GARAGE DOOR t BUCK ATTACHMENT uL1 vr.T 2X4. US 2X4, ® 2X4, SO SECURE TO BLOCK UV SECURE TO BLOCK SECURE TO BLOM W/ NIS' TAPCON6 (MN W/3/16' TAPCONS (MN V4' TAPCONS (MIN. GNAW SIZE .145 MN SWANK 812E J45 MN SNANC SIZE J45 MIN. HEAD 611E 300 HEAD SIZE 300 HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.1 MIN. EMME011ENT 1 1/4') MN. EMBEDMENT 1 1/49 WITHIN e' OF EACH WITHIN e' OF EACH WITHIN e' OF EACH END 4 b' Or —MAX END 4 W Or— MAX END 4 IS' OC. MAX SPACING, SPACIM& SPACING. 2X6. 003 2X6. m US, 010 SECURE TO BLOCK 8ECJRE TO BLOCK 6801.1111111 TO BLOCK WK2) 3116' TAPCONS WK2) US' TAPCONS WW2) V4- TAPCONS (MIN (MIN. SHANK SIZE Jo (MIN. GNAW 613E J4S SWANK SIZE J45 MIN MIN. HEAD SIZE JIM MIN. HEAD SIZE 300 HEAD SIZE 300 MN 8' CAI! MIN. EMBEDMENT 1 V4') MIN EMBRDhIHT 1 V4') EMBEDMENT 1 V4') WITHIN S' O CACN END e' CM WITHIN 8' Q EACH END e' CMY WITHIN 6' Q EACH END V2' DRYWALL / E OC. MAX 6PACIM& 4 W OC. MAX SPACING. 4 18' OC. MAX SPACING. Y Q'L I,14 P.T. OR 5/4'x4' MIN. 1/2' DRYWALL V2' DRYWALL V2' DRYWALL SECURE THIS! PRAMS 4 I'X4' 2x& cm 2XI6 ® 2X& EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECLM TO BLOCK � I'X4' SECUIN TO BLOCK BLOCK W/ !Ai' WW2) DAB' TAPCONS P.T. NAILER WK2) 3M' TAPCONS P.T. NAILER WK2) V4' T7I-WZIE G P.T. NAILER TAPCON6 DOOR CA6MG MN SHANK SIZE 145 TA6' OA& X 4' MIN. (MIN. 04AW SIZE J45 DOOR CASING (MIN SHANJ46 (MN. SHAK SIZE J4S MN HEAD SIZE 300 MN HEAD SIZE 300 MIN. HEAD 00 TA6- C N , X 4'MNMN HEAD SIZE JNOO MN EMBEDMENT I V4') DOOR Gn6ENG MN EMBEDMENT I V4') MN EMBE1 V4'1MN EMBEDMENT 1-1/4' WITHN e' OF EACH END WITHIN S' OF EACH END WITHIN S' OH END DOOR CASING WITHIN S• OF EACH END DOOR JAMB OR WINDOW 4 W OC. MAX 4 IS'OC. MAX 4 E OC. MDOOR JAMB OR WINDOW W OC. MAX GPACNG DOOR JAMB OR WINDOW ATTACH T 2X PER «°'•� DOOR JAMB OR MACIKi. ATTACH TO 2X PER MA4JrACTUEB DETAllB. ATTACH TO iX PER ATTACH TO 2X PER MANlACTRRB DETAILS. MANIACTUE6 DETAILS. nAIIr.4,cTREG ocraae. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" r111UMW TO BLACK +3/4" OR +5/4" w 2X4. US SECURE TO BLOCK W/ 3116' TAFr." MN GNAW SIZE J48 MN HEAD SIZE JIM MN EMBEDMENT I V4') WITHIN S' OP EACH END 4 W OC. MAX SPACING. 2X6. SVICL E TO BLOCK WK2) 3A6• TAMD" MN SHANK SIZE J46 MN HEAD 8IM 300 MN EMBEDMENT 1 1/49 S' CmWITHIN S' OP EACH END 4 W OZ. MAX SPACING. IR' DRYWALL 2X& 1=1 El I'X4' GECRE TO BLOCK P.T. NAILER UVT213A6' TAPCCNS (MN SWANK SIZE J46 ji DOOR CASIG MN HEAD SIZE JIM MN EMBEDMENT I 1/4') wnNIN 8 DR E.1f.Hl EWD 4 IS' = MAX OCOR JAMB OR WINDOW ATTACH TO 2X PER MANIPACTREB DETAILS, NOTE. 81 M AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" n NDO1F TO BLOCK +1 1/2" 0 NOTE. SHIM A8 NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/18' r11ID=W TO BLACK +1 15/18" 2X4. US SECLM TO BLOCK WV US' TAPCONS MN GNAW SIZE J40 MN HEAD SIZE 300 MN RMISROMRNT 1 1/49 WITHIN S' OF EACH EED 4 16' OC- MAX SPACING. NOTE, 8TR)GTURAL 2X MUST BE 2)(6, 016 ON OUTSIDE 4 8E0,JRL°D GROVE TO BLOCK TNROiGH NON-OTRUGTURAL WK2) 3A6' TAP'OON6 3A6' TAPCON MN I-V4' MN SWANK SIZE 145 EMBEDMENT INTO BLOCK MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') E-lr UT14N e' OP EACH END e' CPU 4 W = MAX SPACING. V2' DRYWALL 2X& 1=1 ❑ Seam TO BLOCK i, , WW2) 3A6' TAPC," P.T. NAILER MN 614AW SIZE J4b DOOR CASING MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 18. OC- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAHIJrACTUREB DETAILS. NOTE. GHM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" : w11�'1IZ01I TO BLACK +2 1/4" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLACK +3" BtAc1c'�9' 2)(4, BE SEGUE TO BLOCK W/ 11`16' TAFr," MN SHANK SIZE WS MN HEAD SIZE JIM MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 16' OC. MAX SPACING, NOTE, 6TRUCTURAL 2X MAST BE 2)(6, ® ON OUTSIDE 4 GECUIED 600,11E TO BLOCK THRO" NON-87RUCTURAL WW2) 3/I6' TAPCOIM 3/I6' TAPCCN MN 1-V4' (MME. SHANK SIZE J46 T NTO BLOCK MN HEAD 61ZE JI00 MN EMBEDMENT 1 1/49 WITHN 8' OF EACH END 8' cm 4 le' OC. MAX SPACING. 1,12' DRYWALL 2X& 12E10 I'M' SECURE TO BLOCK P.T. NAILER WI(2) NIS' TAPCONS DOOR CASING (MN SHANK SIZE JO MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') UNT14IN S• OF EACH END 4 10' Or —MAX SPACING. NOTE. SWUM AS NEEDED TO f4AI MD JAMB (DO NOT EXCEED V4') 2WD 2X SECURE TO STRUCTURAL MENDER W/(2JOd wn4IN 6' Or EACH END 4 6' TO 6. OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER M&WACTUE6 DETAILS. DOOR JAMB TO BLOCK +3' V-Amm nE TII_H[AGK�.9= NOTE, SHIM AS NEEDED TO PUPAE JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16' r,,,WVLDOw TO BLACK +3 7/18' 2X4, M GECIRR TO BLOCK UV V4' TAPCONG MN SHANK SIZE J48 MN HEAD SIZE JIM MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 B' OC. MAX G! ACNE. NOTE, 8TRNCTURAL 2X MUST BE 2X6, 111110 ON OUTSIDE 4 SECURED SECURE TO BLOCK THROU544 NON-6TRUCTURAL WK2) V4' TAPGONS (MN. 3A6' TAPCON MN I-V4' SWANK SIZE J40 MN EMBEDMENT INTO BLOCK HEAD SIZE JIM MN EMBEDMENT 1 V49 8' OF EACH END 8, Cm 4 W'Or— MAX SPACING. 14' DRYWALL 2X8, 1=1 El I'X4' Gomm TO BLOCK P.T. NAILER WK2) V4' TAPO" M P.T. X 4' MN MN SHANK SIZE J4S MN HEAD SIZE 300 MN EMBEDMENT 1 V49 DOOR CASING WITHIN G' OF EACH END 4 W O.C. MAX SPAGN& DOOR JAMS OR WINDOW ATTACH TO 2X PER M~ACTU Ub DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB MO NOT EXCEED V49 DOOR JAMB TO BACK +3 3/4" n Ow TO BLACK +3 3/4' A R C N I T R C T R 6 Groin n 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744079 wwwAbdesigngrouP.com AA M: 0003325 aUDDIV. ao LOT SILVERADO LOT #23 BLK #13 PROJECT 03719.00t-23131 MODZU "2558—HAWTHORNE" RIGHT PADS: DETAILS 150 H EXP. B PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL # MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13972A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 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 27676.10 MI WINDOWS & DOORS SINGLE HUNG 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 1507646 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-116 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-116 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S5.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOORw/SIDEUTE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-RB OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-RS OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/32/2023 13223-R5 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-R5 JAMES HA IDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.2 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 A19xIT16T8 6 Grown. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774A078 www.abdesigngroup.com AA 11: 0003325 14 a wj 'I ounDiv. ae LOT, SILVERADO LOT #23 BLK #13 PROJECT 03719,00 -23131 MODELa "2558-HAIITHORNE" GARAGE aT/DM: RIGHT 1PAGE: PRODUCT APPROVAL LISTING 150 H W. B PRIP40prw CONTROL JOINT'S ILMIGE OF CONTROL JOINTS Td WE WIRED TED TO LATH • 6' O.C. MAX (VERTJ NOTE, DO NOT FASTEN( CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES UW '0T ODE �To T!1"P. DURING WTALLATION —\ PASTE ERS TO CIE SPACED-7 • 1' O.C. MAX VERTICALLY / I? TWINE 9 COAT C UT ftASTUlm LATER -2, PORTFIEER OWLDMG PAPER APPROVED METAL LATH FASTENED 41• (vou.) OG MAX AT 6U'PORT6 URD LAYER al. STUCCO WMIP VOOD SIEATHMG l Too LATH WALL NOT oAr BE C.ONTIN i" .•Tor .• ro a• THROUSd4 CONTROL \ JOMT6 BUT SHALL EE STOPPED ANC TEO AT EACH SIDE. , PROVIDE 2X4 DLOCKM PER ASTM CI063 PLACED PLAT MAX 6' TO s' MWM CONTROL JOINT U41K \ CONTROL JOINT FALLS ON IiA&TNNEIM FOR LATH TO BE NAILS 0R\ / 6TRJCIUWAL STUD GTAPLE6 IN taIPUA40E UV A6TM CW63 2. WIRE TICS TO BE (NO. IS) PAWW WIPE / S. BLOOCMG 61406N MAY W IN ADDITION/ \ TD WAIL sTj" RE011IRED PER PLAN O"M" TYPE CONTROL JOINT OL110.D MI41O •M.A OL T. A INIUTO . ROL 1. PLAN • PT. a L OfAM • PT. C 0 O— e» 6aIWLE p 0 OL POLD 640M a Val. A 2. COWAN • Pr. 6 IoOLD sr ® LPOLD aawo.R.A 2. QIALAN a R. 6 1 CFWAM • In. 4POW PT.O&Am Pr. 6 TILL Pr, C TPiAN aoTTOM PLANC E a 6dR01 ~~mu YYTa TqM NAP. POLO. RQ NZ off. "am APPROVED BUILDING URAP SHALL DE LAPPED A NOUI-W OF 6' • VERTICAL LAPS (ROLL VOW l 6' • WORIZONTAL LAP► ALL SEAMS NEED TO W T�-, ETH FORTIBER SHEATHINP MN LAP a PET LAIN VERTICAL LAP TO ISE 1' I ~— METAL LATH I WRB LATER 9, STUCCO URAP 'MIN LMM PLY / I WRB LAYER 4, FORTFIBER � EKI LOMG PAPER i I CAPER LAP 6eaLe, I ve•.r-a ® KICKOUT DETAIL Ulm LAYER'4. FORTFISER BUILDING PAPER (rRM7 OLLY) Um LAYER ti OrJ= W MPAPE PLY, LAP LATM OP MR.0M6 UwM ova44N�.wvim� RgO ONLY) I P�ariE mum cm CTu 6.low"LL y IOOFPE P-40MM (M GRAIL, e � �✓ 6pEt NPTALL KWtO1E ILYIttl .T carton w RI7t7P ( PILL INIMELTIQIa NA HQM GIPIE LAPS OF FETAL PLASTER SA6E6 SHALL BE SEOURED TO RRAM+G 11VIOLVA THEY SHALL OR TIED SETT E9i SUPPORTS WrN 00416-IN. (1214F) WRE AT INTERVALS NOT MORE THAN V (226-11M). AS PER ASTM CI063. POR REPAIR OF TEARS IN WM LAYERS, TEAM MAY W PATCHED W440M URAP TAPE PER MANIF. SPEC. OR PEEL A arm WOOD Grx 6HEATHMG PAPER 67MOO WTALL RASTENEW (CLN%, STRAIN, STAPLES) AG REWIRED TO 6EOIWE PIPE/ WINE TO PRIlTSIG Ulm LAYER 9, FORTRIEER BUILDING PAPER META-LAT14 6h46' 6110-ADFERM V2915KANE R.ASWM OVER 4lr4' SELF-ADIERIN6i MEMBRANE ILA WMG OVER APPROVED HOUSE 0 . M% EXTEND ONTO PIPE PLASHING TO EXTEND ONTO PHaB j' THICK 6 COAT CEMENT CONT, ecAD OF SEALANT PLASTER WTALL APPROVED WOUSEIUWAP AIR METAL LATH WLTRATION DARWNR OVER 6HEA1HIN6 Ulm LAYER -2, FCW14WR BUILDING PAPER ELASTOMERIC COATING OVER 67%1=4 WM LAYER C.V. PINRH (UM TYP WALL 6ECTIM URA% °iR""M SECTION ' r1 ants shogExtedor use of poNe a cement plaabr chap oun nt of the application rsqulnmsrM of ASTM C 828-15b. Inehllation of exterior lathing and /nming shell comply with ASTM C 1083-19a. a ASTM 1787. 4'I14' SEL R.ASHMG i' OR LOW PIPE PENETRATION GUT AND OVERLAP ONE GIVE OF—/ SELF -ADHERING MEPISMANE PLASHING STEP sl WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED z S'XS' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) r+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. 6'aw SELF -ADHERING MR IDRANs FLASHING (OMWATIME 11W MOUSE WRM MATERIAL) OVER 4N4' SELF-ADHERM M191ER,1rE R.AGHMG OVER APPROVED VIOL" URMP. I08LO N D ., DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER *2 (FORTIFIBER — — — — — — 5UILDING 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 R'103,11 / ASTM C-841-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OF A R C N I T E 6 T t 6 Ggn am i P. L"i N. RONALD REAGAN BL% LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA11:0003i325 IIN I� a Bulp1mv. ae T.OT'. SILVERADO LOT #23 BLK. #13 PROJSCT 03719.000-23131 MODSI4 "2558-HAIITHORNE" GARAOS BWMG: RIGHT PADS: WALL ASSEMBLY DETAILS %1.50AH EXP. B INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDES) AND BOTTOM FINISH FLANGES OF NCN-MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES. 3. TOP OVER TOP 4 SIDES X: VENT CAP 18 TO DE SET M BED SELF WOOD SHEATHING OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE FLASHING LAYER "I, TOOLED 80 AS TO DEFLECT UNITWRIB STUCCO WRAP ' WATER AWAY FROM JOINT&. 4 E-Z BEAD ALL AROUND PREMANUF. DRYER ,�- i VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIF15ER 7x f APPLY SEALANT AT PERIMETER OF BUILDING PAPER BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, CAULKING a JOINT SEALANT • ALL AROWD TOP t SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING I I PER SECTION R703.7 PLASTER LAYER M, Exleft IsMkw and Waefarim BTUCCO WRAP BACKER ROD I I Exterior use of portland cement plaster with shall comply with the application DRYER B VENT (BLOCK) 36' TO Ye' MID -WALL LAYER P FORTIFIDER BWLDMGPAPER - X. 1' requirements O WEEP SCREED METAL LATH Installation of exterior lathing and framing sloop CONSTRUCTION ve• TE><7UCD '..��FINISH • WOOD � shall comply with ASTM C 1063-19a, :i.. or ASTM 1787. 6' SELF-ADHESIVE ME�R a i� M STTUUCCCOO WRAP ; X: FLASHING e• CMU HOODED VENT BUILDING PAPER 'GRUICK WOOD FRAMED 76 rolf' Minn THICK, COAT CEMENT OVER FLASH' I— — — — —I ... WALL METAL LATH _ HORIZONTAL WEEP SCREED WRB LAYER 41, FORTIFIDER PIPE THROUGH / WALL (FRAME TO FRAME v WIDE STRIP WAY 15UILDMG PAPER FLASHat4 CLEAN ADHEWWWOOD SHIN EATHG \ NIASONIRY MASONRY BEFORE AH`PLYNHG DRYER VENT (FRAME) 6' SELF ADHESIVE -TEXTURED FINISH • MASONRY FLASHMG(INSTALL HORIZONTAL WEEP SCREED PER MANUF. SPECBJ � (FRAME TO BLOCK) BUILDING PAPER WOOD SHEATHING UNDER 'QUICK FLASH' LAYER 'I, STUCCO WRAP /-1UR6 LAYER 4, FORTIFIBER sloop — CONSTUCTION V WIDE STRIP SELF ADHESIVE FLASHING, CLEAN! MASONRY 5001111111! APPLYING 2 FLASHING eTONF VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A VENT PENETRATION SCALE: N.T.B. 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 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O 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 IURB LAYER h, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WRB LAYER Of, STUCCO WRAP STEP S STEP #(o 09ELECTRICAL RECEPTACLE A R C N I T I C T• 5 GRUP. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA S: 0003328 I� atU'HDIV SILVERADO LOT #23 BLK, #13 PROJECT 03719.00 —23131 MODELc "2558—HAWTHORNE" OARAOffi 8WMG: RIGHT PAOM, WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEATHING WR IS LAYER M, STUCCO WRAP WOOD WRB LAYER Q, FORTIFIBER CONSTRUCTION BUILDING PAPER 9'i MAT CHANNEL d' THICK 3 COAT CEMENT TYPE 'X' DRYWALL PIASTER 6' SAP. i TOP OF WEEP SCREED TO SHEATHING BEHMD WEEP SCREED V SHEATHING `:._4• POSITIVE DRAM WRB LAYER M, STUCCO WRAP i' THICK, 3 COAT CEMENT ` PLASTER i 6' BELF-AWRAPPED AMYa6.HWC-TBm C08TOM CASING FLASHING WRAPPED • TOP OF WEEP SCREED , TO SHEATHING BELOW ' WRB LAYER 1, .:, , BTIICCO.IUQA,P WRB LAYER 02, FORTIFIBER m BUILDING PAPER ,.. 6' SELF-ADHEREING W J RB LAYER "1, / FLABRN WRAPPED STUCCO WRAP �a / •CONR OF CANTILEVER E AMIC� AM66-WPWC-TB® CUSTOM CASING BEAD I y° 4' Z ncEP POSITIVE DRAM arPoE_D NO GAP IN FIELD (SHOLIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 nOADTL. ® CANT. SCALE:I1/2'-I•-V NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-54-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT HAT CHARNEL WREXTURED 4 PAINTED FINISH THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER H WOOD CONSTRUCTION RESISTIVE RESISTIVE 2 k THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARPICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONBTRUCITON RESISTIVE M RESISTIVE ►2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADERMEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT. WOOD FWN'!O WALL SUB-PLOOR DECKM PRE-ENGD M" WEATNER RESISTIVE BARRIER q WlATNERBARRIER R ITWICK 11 COAT CEMW METAL LATH WOOD SIIEATNMG— (6NOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) Yi GAP FOR BACKED EXTERIOR GRADE ROD N SEALANT — ORT WALL rI.ASTK 3 COAT CEMENT VINYL CASNG BEAD WATER PROOFING t. ' LAYER (2 LAYER PEI N STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3126 GA GALV. FEEL N STICK) — METAL DRIP EDGE j��/�\\� SET IN PULL WO OF i' PCEL • �-___- I�� 1 \ SEALANT, AP MIN, STICK 0 DRIP SPACE PROP? DRIP EDGE TO FACE TO TREX DECK J Yi GAP FOR BACKER I UU•XI 1U'i P.T. OR effil ATED ROD 4 SEALANT WOOD (TREX) PILLER CONTINUOUS VINYL CASINM BBeD WATER PROOF:* b!' WEATHER RESISTIVE LAYER (2 LAYCR PEEL t BARRIER 9 STICK) WRAPPED FROM WEATHER RE618TIVE BALCONY DECK TO BARRIER @ CANTILEVER 6' FEEL t STICK • DECK M0415RAI'E DRIP EDGE TO DECK EMEND OVER DRIP am FLOOR EDGE ® Y X 3. 26 GA GAL V. METAL DRIP EDGE SET N FULL BED OF I'!i P.T. OR 61MULATE SEALANT, IS' MIN. D (TREX) FILLER SPACE FROM DRIP TM000S 7APi.I.A."614 FACE TO TREX AP MR BACKS VINYL CA6MG BEAD 4 SEALANT WATER PROMING lot LAYER (2 LAYER LAYER (2 LAYER PEEL t PEEL 4 6TICK) STICK) WRAPPED FROM W4 RESILIENT BALCONY DECK TO NAT CHANNEL WWTILEVER j THICK 3 COAT CEMENT PLASTER METAL LAN 5/S' TYPE 'X' DRYWALL WOOD BFEATHNG WREXIURED N PAINTED WEATHER RESISTIVE BARRIER FINISH WEATHER PM16TIVE }' THICK 3 COAT CE1'ENT BARRIER 7 PLASTER .� r� v� ,., 4• POSITIVE DRAM WEEP 6[JIEED VINYL CAfimLOEBQ NO GAP M FIELD (6HIOURI FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION I 7LU'M SHEATHING EATHER RE616TIVE ARRIER'h EAR RESISTIVE ARRIER 7 SAP. \ °EEL N STI`CK I )Wx3' 'L' FLABFIMG FULLY EMBEDDED M ROOF CEMENT I V X 3. 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF WEATHER PM616TIYE BARRIER M WEATHER RE616TIVE BARRIER R EXTERIOR COLUMN -COLUMN SHEATHING LEGEND 6' SAP. \ PEEL N STI )6'x3' V PLA64NO DRAINAGE PLANE (WRB �® MOM FULLY EMBEDDED N Rom CEMENT LAYER "I, STUCCO WRAP) Or METAL RIGAGwALV. METAL DRIP EDGE WRB LAYER "2 (FORTIFIBER ...... I lf'XI Yi' P.T. OR SIMULATED WOOD(TREX)FILLER, SET IN FULL BED OF SEAL'0NT•K'M"'� BUILDING PAPER) CONTINUOUS SPACE FROM DRIP Y.' GAP FOR SEALANT RACE TO M VINYL CASING BEAD METAL LATH X—X—X—X OPT. BACKER ROD. WATER PROOPMG IN MODIFIED 9® LAYER l2 LAYER I -EEL 4 STUCCO L 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER WOOD OR 7/Uo' ZIP WALL J' THICK, 3 COAT CEMENT PLASTER SHEATHING S/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH !i' THICK 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER VINTL GOIlJER BEAD —/ / (SHOWN FOR CLARIFICATION OF VINYL CABIN, BEAD SEPARATE ACCE66MES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (W/"L" FLASHING SCALE: NT8 F WOOD SHEATHING WRB LAYER fl, l STUCCO WRAP i 2x FRAMING MEMBER i' THICK 3 COAT CEMENT '. ,! WOOD SHEATHING PLASTER WRB LAYER 9, FORTIFIIBER " t 7 I/7• r.r)oR wsd- BUILDING PAPER '='1 {! FASTENED TO SHEATHING WRB LAYER 01, • 1' Or— MAX S METAL LATH STUCCO WRAP i 1, WRB LAYER 01, THICK, 3 COAT CEMENT ;, i i WRB LAYER 02, FORTIFIBER STUCCO tea' PLASTER ; BUILDING PAPER WOOD SHEATHING b'SELF-ADHERING ' METAL LATH METAL LATH FLASHING J' THICK, 3 GOAT CEMENT WRB LAYER 4, POWPI15ER BUILDING PAPER !H IEXpLOpED EW FOR PLASTER CLARITY) 14A CORNER HEAD ® FRAME DRIP CAP WINDOW FLANGE k21/2,k CORNER BEAD (FASTENER 4 SPACING ® l' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB'LAYER -I, BTUGCQ WRAP UJIM LAYER 42, FORTIFISER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING DRIP GAP WINDOW FLANGE 1rJB CASING BEAD () WINDOW ( FRAME, NO BAND) A■ B N I T E 6 T Design Grou IBa. 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PR 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA IH: 0003325 114 A OUNDM & LOT: SILVERADO LOT #23 BLK, #13 PROJECT 03719.00-23131 MODE1a "2558-HAWTHORNE" GARAGE 811111ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH W. B ) y, GAP OD A THICK. 3 COAT CEMENT LEGEND WOSHSHEATHING r.ATo TRIMBEAD PLASTER METALLATH IX TRIM MEMBER LAYER WRAP Q P SIDING TSITI , • STUCCO STUCCO WRATO UM LAYER , FORTIMISER DRAINAGE PLANE (WRB BTURANON WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) t SIDING WOOD SHEATHMCs WRB LAYER 82, FORTIFIBER WRB LAYER 02 (FORTIRBER — • — • — — BUILDING PAPER I WRB LAYER "I, s< BUILDING PAPER) STUCCO WRAP METAL LATH x—x—x—x -METAL LATH I J' THICK 3 GOAT CEMENT � WRB LAYER 62, FORTIFIBER STUGCOYEWAeAFSTUCCO' uM LAYER 'I, STUCCO �,qp PLASTER I BUILDING PAPER WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING ' METAL LATH CASING BEAD SHEATHING FLASHING 3 COAT CEMENT 6' SELF-ADHEREING SELF-ADHESIVE FLASHING THICK,— — — VINYL ANGLED � (EXPLODED I�FLASHING OR PEEL 4 STICK CASING BEAD «: CLAR� PLASTER SIDING TO STUCCO CASINGBEAD ; :---------------------------------------------------------------------ICK, -- THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE WRB LAYER 01 METAL LATH i VINYL ANGLED ` WOOD CO1d6T�T� I eerOND EASING BEAD i WOOD SHEATHING ' WRB LAYER 4,l61sr, FORTIF15ER ' 1lvE BUILDING PAPER WEATHER .J,aenvE ���\ i WINDOW FRAME /—( BUILDING PAPER W11 / WRB LAYER 4, FORTIFIBER METAL LATH r Y. Ar aoaNG / � / I PLA6Np�i THICK, 3 COAT CEMENT 6. 6ELP-ADHERING i PLASTER; PO < �� I WEATWER E-Z BEAD VINYL CASING STAR INt 6TMP ' ` WEATHER RESISTIVE i (W/%' FLEXIBLE PVC BACKER ROD) 6'SELF-ADHERING �,J I �I BARRIER-2 I FLASHING : �\ y ADHERnNG I GALVV METAL ALVMETAL ME AL DRIP CAP+ 7w, RB LAYER SI, STUCCO WRAP, IWY"ST'.66�I71ll.A D RAPPED AROUND FRAMING MEMBER WINDOW FLANGE hB CASING BEAD ® WINDOW GAOtl° ; ` r X6 TED ' SELF ADHESIVE FLASHING (FRAME, W/BAND) 'ODOR IOOD SHEATHING 15C sX FRAMING / SEALATNT \ MEMBER awl DETAIL BELOW EXPLODED ; SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME-----------------------------------------------J-------------------------------------------------- %9� TRANSITION Y4' GAP TYP i}' THICK, 3 COAT CEMENT CASING BEAD PLASTER WOOD SHEATHING NOTE: % ' METAL LATH: LATH TO BE PER SECTION SEALANT ro wlNDow METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. METAL LATH PER SO. YARD (UTILITY OR NOMINAL _ LATH DOES NOT MEET SPECIFICATIONS) WRB LING PA , FORTIFIBER WR5STULAYER *1, WOOD SHEATHING WINDOW FRAME BUILDING PAPER WOOD SHEATHING WRB LAYER 62, FORTIFIBER BEYOND WOOD iRCTION `• IN SEL 'ADHERG BUILDING PAPER__ APER i WOOD GNEATMm R.A64aNG WRB LAYER 01, UFATNER THICK 3 COAT CEMENT STUCCO WRAP BAN TAR �eronvc ' N6ARRIER, TO LAP WEATFEIW 9 TO TrvE LAP PLASTER M46OTIVE r My ABOVE Tor DER J 1OP 'r PLA6HIG yLAPaDGWRB LAYER 02, FORTIF15ER .'LAP ; VINYL ANGLED ti Ii IaNG RE616TIK WRB LAYER fl, BUILDING PAPER I BARRIER , CASING BEAD METAL LATH / BAwaERa I STUCCO WRAP VINYL CASING BEAD i 11 WAIVER6Tmr (EXPLODED 8� THICK, 3 COAT CEMENT I I � AWM i 6' WIDE PEEL 4 STICK VIEW FOR PLASTER WINDOW FLANGE OVER FLANGE CLARITY) GALVV METAL �� ` WEATHER M616TIW 'r PLA64M BARWR, TO LAP 1 1Wy� TRn • naN ABOVE Tor E-Z BEAD VINYL CASING or •r PLA6HaNG I iX FRAMING (W/%' FLEXIBLE PVC BACKER ROD) E-2 mRAD VM'L GASH(. `` Y' X S' 6a'm PLREx�E PVC i I ulboo TRm mo R MEMBER -APPLY FULL BED OF SEALANT BETWEEN BACKECASING BEAD ® RAISED `law-AD"ERM \ ' ' R. FLANGE a BUILDING WRAP ti' BUILDING ' THN S (OAR `� I OR APPROVE � ``. WRAP i 17A BAND (FRAME) TE LLEATINER RESISTIVE WEATHER R6616TIVE- ----------------------------------------------- �Ieara BARRIER Ee—mLVrPVC BAacER ROD! SIDING TIVE 0 FRAME OTO FRAME BBaSTUCCO WEATHER �6 A 16Ez BEAD WINDOW CASING TRANSITION A R 6 N I T! 6 T 11 Grown LONGWOOD, FL 32750 �•� PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com L AA 6: 00033215 o �a acrea:v. Lor SILVEKADO LOT #23 BLK. #13 PROJECT 03719.00t-23131 MODELa "2558—HAWTHORNE" GARAOE arIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 16 r---Nc 1/26/21 DATE: OCALE: 1/4"=1'-0" AT N-ANSLE APPROVED NOUaNNAP OVER SWEAT)INO OVER UD STUD WALL STEP I NAILM FLAN" JAPES FL r OELOW S" EXIOLE FLAMIRYi DO NOT SEAL OOTTQI m STEP 6 TINVORARLY POL04 P ( aEC WOMB~ (O TUCK PLAP Lab u WRAP FOLD ArN AT ftNI SLOPE SRL R STEP 7 UV SR. EDSE OF NLL RO. PecNANICALLY FASTEN INSlD EDSES.(CAP NA" STAPLES) NSTALL LXPGTrt PL.CWRAP A6 % K ASNM AT TN IFPLY TO BACK OF SDOIU NARKS LA OS N LW aV 9E-P NCHI D IDLES OR SLOTS. ICE ADNENVE - 00" R40Na16 PER DIED CAP xT0-~ EMV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 APTLY ON ICU (OI EGUAL)SEALANT . R-WD APPLIEO FLASNNS (L.ANCO W((TE-SEAL RC-N OR EGUALA SLOPE SRL TO EX bKm L IT 16 THE C40WACTOM le/rOPNIOILTY TO VERFY " CQIATIOILITY OF ALL PRODUCTS NCIWO00 HOUSNRAP, SEALANTS A SELP-ADFEIENS PLASHNS MATEEAAA USED "on CCNSTRbTiOX 7. NSTALL ALL MATERIALS P IM MANFACTURUS WRITTEN SPECPICATIONS WAMbk WAANTS MAY REACT ADVEMELY F NOT COMPATIVII.JIL CLEAN AND SEAL JAMI5 TO BILL JOINTS, WITH DOIU W8S FOLLOWING COMPLETION OF EXTERIOR RETROPIT WORK FMf-AIR OC 4EME S,HOUN 614ALL BE R IIJOI iNTED AT ALL WINDOM WITH EVIDENCE OF ULATER NTWAION EIELOW THE WINDOW 01-ENNCT AL N7ERIOR PERR'WTER OF WNNDOW WITH ALANT oftTmCONTACTORS IESPOIMIOILTY TO VERFY TM 001PATIOIL17' OF ALL PRODUCTS NOLUOM aaAL ARM R SELF-ADLlRMS PL.ASNN4 MATEtlALS, USED Owen CONSTRIGTIQI ]. FLAGHM AT EXIEROR 110434 IO AND DOOR OPEiNU SHALL ON NSTALLED N ACOOMANCE WTI( MANPACTIEM NMULLATION NSTPLCTIONS AND APPROVED METHOD U OF FOC RIESAJ U N ACOOMANGE WITH mw4WnFATION MANPAGTIIERY NOTALLATION AND FL.ASNNS NSTRICTIOW, ggpl!jT SEALANTS MAY LEAOT ALMMELY F HOT WALL FLASHING INSTALLATION 13 DETAIL MASONRY eCALM sAS'•I'-o' A R C N I T E C T 0 6 Grown 1441 N. RONALD REAGAN SU LONGWOOD,FL32150 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.00m AA S: 0003325 SILVERADO LOT #23 BLK. #13 PROJECT 03719.00t-23131 1LODEiA "2558-HATMORNE" GARAGE 8VWG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B I 1 1 1 \ i ------------------------ ------ \ J -- - 2x& SUB-BANb W/I'x4' NOTCH * - - -- -- - - END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE � 1/8' TEXTURED I \ FINISH * WOOD 1 \\ 2X6 SUD DIVrD 1/2' TEXTURED FINISH * CMU / \\ METAL FASCIA \\ WRAP Ye, FROM \ STUCCO, 1' FROM - - - - - - -. J f � /I V WOOD WALL \\\ \\ " EXTERIOR WALL \\ (FRAME OR CMU) \ \ NOTE: NOTCH FOR 2X& N SUB BAND ONLY �` ®ELEVATION ®PLAN A ©FLAN 8 r—ROOF: KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) \ \ DRIP EDGE, I' OFF WALL ,(NOT INTO STUCCO) • 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FNISH • CMU METAL LATH .WOOD SHEATHIWs OR CMU -UM LAYER M, STUCCO WRAP(FRMME ONLY) VW LAYER 02, FORTIFIBER BUILOM PAPER (FRAME ONLY) RDOFNG CEMENT DRIP EDGE METAL KICK OUT ;i/8' TEXTURED FINISH * / WOOD, 1/2' TEXTURED FINISH * CMU 2x& SUB -BAND W/I'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT * WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT \ME 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/1�'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT * ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT * ROOF EDGE OMITTED FOR CLARITY A R 0 N I T R C T GrDcPusI 1n 3.441 N. KUNAW KFAW kN tlLVU. LONGWOOD, FL 32780 PH: 407-774-078 FAX: 407-7744078 www.abdeslgngmup.com AA#:0003325 8 E a OUNDIV. & LOT: SILVERADO LOT #23 BLK. #13 PROJECT 03719.00t-23131 xoDart "2558-HAWMORNE" GARAOS aTIMO: RIGHT PA6S: WALL ASSEMBLY DETAILS: SUB —BAND 150 V P H DATE 1/28/21 ECAXX: 1/4"=1'-0" aFIi:�T WA6 53'4" 20'-4" 10'-10" 20'-1" T4" 8'-01" 28'-6" 25'4" 5'-0" 23'-0" 3'-6" 6" TOP OF 1 1 SLAB Y — — — — — — — — — — — — — — — — — — — —M — — 4" CONC. FM-18X18 I § FM-18X18 FMC-16X18 ILI SLAB 4 12 " w -3112 w 1 I 2 I O 1.1 :2 � I g zY m y la LL I 4 I u� 1.1 4" PVC `� I'I L FM-. ' CHASE c' S 1/2-1 SLOB PE 2" X I is I 10'-0" I I m mi 4 m -3 1/2" 28'-r 6'-7" rSPER '�� m SLOPE / " FT.8 I I x PER I EXTEND 14" CONC. I J I °0 0'-0,• SLAB 1 1/2" I SLAB 3 1�,1 4 tl1 TOP OF I w 4" CONC. (LLSLAB Bo 7 3 2 II- SLAB FMC-16X18 ,.1 — — — — — WC-112X12 — EXTEND SLAB 1 1/2" EXTEND 3'4" 7'4" SLAB 1 112" m "v I~ H r FM-18X18 I 1 , N FM-i8Xt8 X 1 W LL I 13,-0„ m f �• " PVC CHASE II 1FOR ELEC. 0 b II ISLAND 16'-2" N 1 kjrY' ——FM_16X18 — — — — 1.1 '1 FM-16X18 J a 6'-0" O/C MAX., TYP., UNO 3'4" 3014" 32'-9" 8'-2" 7S-0" SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6.6 W1.4.W1.4 OVER GENERAL 3 1/Z' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16z18 16, CONTINUOUS IV, - (2)#5s FMC-1&18 16" CONTINUOUS IV, - ( 's #51N CURB VARIES CWC-12)(12 12, CONTINUOUS 12' ( ) 's (+ TE-1 8" SEE PLAN 8' . (1) WW #b IN CURB F-24x224 24" 1.. 12' ) 's -(2T#Ts FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. 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. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WANDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWANGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.E11NDICATES #5 BAR, EIINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS 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 (05 = 30", 08 =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 4WS 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 IS. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION A A C N I T I C T 0 Groin 141. N. RONALD REAGAN BU LONGWOOD,FL32760 PH: 407-77441078 FAX: 407-7744078 www.abdesigngrouP.com AA #: 0003325 8tMD:v ae LOT•. SILVERADO LOT #23 BLK #13 P1toiRCT 03719.090-23131 MODEX. "2558-HAWTHORNE" QA1%AQE 81111D4a: RIGHT PARSE: FOUNDATION PLAN 150 H EX2. B EB 1 DATE: 1/28/21 DCALJC: 1/4"=1'-0" 8191"n s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z }} .I �� Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED _. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS (1 t CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ��•• sTv + In ... r�r FM_' y Z 8"CMU WALL O 8" CMU WALL I , f CORNER BARS, SAME SIZE AS LARGER BAR Om _ to Z IN FOUNDATION WITH 30" LEG EACH el *- 014' dk WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLOB TOP OF SLAB I , SO THAT THE STEEL REINF. IS CONTINUOUS .--.5.-.-.,.-. • MATCH AMOUNT OF CONTINUOUS BARS ... EXT. PORCH SLAB SEE SLAB SCHEDULE 4"CHAMFER (ISTORY) , - . - VARIES 1 TOP OF GARAGE �' •. SEE SLAB SCHEDULE o I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE /1'ISOLATION,,6CHAMFER(2STORY) W�2'ISOLATIONJOINT(WHERE. 4" CHAMFER (1STORY) -� 6' CHAMFER (2STORY)APPLICABLE) 2 MBAR SEE SCHEDULE Z#7 JOINT(WHEREaEE APPLICABLE) z , SCHEDULEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LNG r�EXTERIOR MONO -FOOTING r.�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION GARAGE SQALE.3/'-�-°' CORNER BARS DETAIL _ , SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" t GARAGE DOOR AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT ('k RECESS QO LAP TO OCCUR OVER STUD OF WALL W/PLAN g 7 o, W B+ W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP W SUU N N o a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W! > ✓n NEW REINF. BAR 00. SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP WASH' WEDGE ANCHOR W! 2" WASHER SET IN HIGH STRENGTH CURB FOR MASONRY 2" CAPPED a 5 EPDXY. MIN. EMBED PLATE EPDXY 6.1A" EMBED. MIN. ® 16' OC UNITS SET GALVANIZED PIPE SIMPSON SPH4 OR SPH6 MAX. Z'D+ AT ELEV: WIFLANGE Cl BASE a O FOLLOW ALL MANF. BTM AND TOP PLATE a_a, a' SPECIFICATIONS FOR ANCHORS W/ tOtl x 1 1A' o u) ( USE AND COMMON NAILS FILL ALL PREPARATION OF HOLES, DO NOT USE 10d W HOLE, x 3' Of SEE SLAB SCHEDULE SECURE FLANGE TO a SLAB W/(4)1/4" X 21/4" +� V-0' RECESS AROUND GARAGE TAPCONS TOP OFSLAe ._ _�...: DOOR OPENING P�Q° • 4" CHAMFER (1STORY) °� SCALE: 3/4"=1'-0" 6" CHAMFER (2-STORY) EQ. EQ, SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY LAP TOP PLATE A MIN. OF 46' ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN 7 SCALE: 34"=1-0 BOLLARD MONOLITHIC FOUNDATION 5 6 (W/ UPLIFT) 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB W/1 Od 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 In UPLIFT IS PRESENT. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND W Fr im SPACING REQUIREMENTS SEE SLAB SCHEDULE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z a WALL W/ SYP No 2 STUDS SEE +- 0'-0' TOP OF SLAB PLANS FOR SPACING. SINGLE SECURE PLATE TO _ IL BTM. PLATE TO BE PT. ST. SLAB W110d MASONRY NAIL a PROVIDE DBL. TOP PLATE 16' O/C STAGGERED. ui - �y ADDITIONAL METAL CONNECTORS NOT O < _4. REQUIRED WHEN NO UPLIFT IS PRESENT. y O 6' CMU WALL Z {' U'-D" POURED LINTEL CONT. (TYP.) EQ. EQ. EE SCHEDULE 8" CMU FILLED CELL (TYP.) FOR WxD, BAR SIZE TOP OF SLAB I SEE SLAB SCHEDULE 2X WALL FRAMING AND BAR QUANTITY +. r-0' SEE SLAB SCHEDULE 1A'DIA.SIMPSONSTB2BOLTS 5" 116'O.C. INTERIOR CURB FOUNDATION WOOD WALL o"ISOLATED" TOP OF SLAB ' � Z '- ♦ , MINIMUM EMBEDMENT INTO V SCALE: 3/4"=T-O" (NO UPLIFT) e°�• COLUMN PAD GROUTED CELL, 4" FROM ENDS AND e CENTERED UNDER WALL AND VERTICALLYMAX --��� POURED MONOLITHICALLY WITH „ -- - - FOUNDATION AND SLAB SEE SCHEDULE " SEE SCHEDULE FOR WXD, BAR SIZES FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY e' a VARIES3. INTERIOR FOUNDATION WOOD WALL 9 SCALE:3/4'=1'-0' UPLIFT) SFE0202Tjl!tNLGG COMBINED EXTERIOR MONO- AND COL. PAD SCALE:3/4"=1'-Ir' INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION(NO 9 11 SCALE: 3/4"=1'-0" SHOWER RECESS FOOTER 12 SCALE: 1"=1•-0" A R C N I T! C T S. 6 Groupn i"I N.RONALD REAGAN SO LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 wwwAbdosigngroup.com AA M: 0003325 musDiv. a. LoaN SILVERADO LOT #23 BLK #13 Pit0i" 03719.00t-23131 MODZL: "2558-HAWTHORNE" OARAGM 8WINa: RIGHT PAG►ffi: DETAILS 150 PH W. B DOWEL PLAN SCALE: 1/4" - V-0" A 6 N I T L C T 8 6 GrouP�. 41 N. RONALD REAGAN BL\ LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 Ise r of SILVERADO LOT #23 BLK #13 PROJECT 03719.00t-23131 MoaEsi "2558-HAITHORNE" GARAGE 8WING: RIGHT PAGE: DOWEL PLAN 150 MTH ER. B Ic DATE: 1/28/21 SCALE: 1/4"=1'-0" EMMUT S1.2, TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM Q b CLEAN OUT REQUIRED Q FOR INSPECTION '. 1 74 'I '-o FIN. FLR. 0RTICAL TIE REBAR TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 48 BAR DIA Z� > #3 16' �U #4 24" M #5 30" #6 36' #7 42' HORIZONTAL/VERTICAL REINFORCING 4 (D- SCALE: 3/4"=1'-0" A Z OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD #4 21' HORIZONTAL/VERTICAL #5 1' REINFORCING 06 W. 2 #7 42' SCALE: 3/4"=1'A" #5 BARS [ED] `4. r a CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS A A C N I T! C T r. LONGWOOD, FL 327OU PH: 407-774-608 FAX: 407-77440TS www.abdesigngroup.com L AA #: 0003325 r '��l amm; sUDDIV ac LOT SILVERADO LOT #23 BLK. #13 PROM P 03719.00t-23131 MODEL: "2558-HAWTHORNE" GARAGE OWMG: RIGHT PAGE: DETAILS 150 PH E . B GENERAL NOTES ,,)coDEs 1.2 PLORIDA WLDING CODE ]M EDI N.2ozo RE&DEN , 6 BECTONB MM.2 a ?. t.z FLOIUG SMLdNO CODE. Th EDITON.2ozo BWLCIN0.8EcitON8 tEo138zto]. ,] BUIOING COOC REOMgEMENT3 FOR REIIMYJRC®CONCREIE WCI3161q. to BdLgNOCODE REOINREMEMS MID BPECIRCATICN FOR MASONRY STRUCRaEB (iM8 f02>802-t8) i.8 AMEPoGN80gETY�CML ENGINEERS MINIMUM OEBIGN LOFDB FOR BUILdNNS AND OTHER STRUCTATES NSLY ]-1fl. 1.)CONCRETE: ]., CONCRETECOMPgEBMVE BiRINFORCEMa T40D 2.12 PRECAST WBTANDARD REINFO PICEME T-O PSI MIN. 2.13 PRE -LAST WPRESTRESS REINFORCEM:Nf-0OW P81 2.EI GRWTPERINI: GIS-3Ho0 P81WMAX.318'AGGREMTE, 8'ro,1'BUAM. z3 2A SlRCINGB D 33.1 STEEL PLACED INPPo:GSTENTEL AT THE CF FABPoGitON ATEE INLIN8,MA(GRADE SM 23.2 STEEL MIL AND 40).ET BLOCK PLACED IN FIELD) ABTM p81tVAAtaA(GRADE 2.3 PRE8TRE58 BIRAHDH ASTM MIS ta ]-MARE. STRESS RELIEVED 2]O K81 2.f DETAA REINF NO NTM ANCE WT ,a-,f. 2.C POPERATSMALL MY WN ACISTA. 2.6 DISINIRRABTMAt84Ato0M 3) MA90IRY: 3.1 CONCRETE MASONRY UNITS(CIAO)S1IALLDO/FORM roA31M Ci0, NORMAL NEIOM WITH MNIMVA NET AREA ORM TO W eIRENOTH2o OR 32 MORTAR SHALL CONFORM REWRED 2]o TYPE M OR S' 3A PIZMINNAM TAR EGATZ E REOINRED 3./ BE LEN AGGRE - I M. COAPRE88R/E NGl`H STRENGTH BE AND BL MORTAR THE NOT BE 1ET MEF1/ • WPM. MASONRY Y. SY iH 8 III BE ESTABESI IN E E I INI REWIR STRENGTH METHOD' OR, TWEN I.TVELv, By TIE'PRMM TEST M'.ntOC' INHERE ESM REQUIREMENTS HAVE NOTBEEN MET. f)BTRUCTM 4.1 SAFELOAD VALUES ARE BAKED IX/EN,EL8IMVMIOA BEARQq OF B'tWITHAMNRAM NCCEPTEBE IA.3 R MO I'PER WILDING UILpNOCODE ]T, EDITION,zszo REBID 21- SECTIONR808A.IESMWONBALINGCEMON YSIS, PER BUILDIND,SECTION -Rl 42 SAFE MSIGNE1DVNEE88ATE CNRATO TEDLK3N ANALMTHERAd LOAD A SB 0o2.18 4.3 DESIGNER MAY EVALUgIE CCNCENIMTE MOMENT AND HEAR THE SAFE LOAD TABLE FROM FALC,AATHE MM .RESISTING MOMENT AID 81EM AT deTANCE AW\Y FRLMt THE FACE OF TIIE SUPPORT. /.f FOR UNTELLCNGTH ATBd Oq OBEATEREMIREALCE-HEND PTHELINTEL. TAND MNWUA CPE (t) S6 VERTICAL gEBAR M RE(x1MLED AT FKM ENp OP TIE UNtEI. 4.5 EMEW THAT ARE GREATER TWW 1I'-0' CLEAR SPIN MUST BE PROJIDED TEMPCRNTf 9lYPORT, NDT BE RBAOVEU Ixi11L 2 GYS AFTER GROUT PIACpAEM. FRAMING NOTES /. 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" HDG 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. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, 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 P8638, .177" ° x 2 7/8" LONG, WITH WASHER (M 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SUE a DESCRIPTION REMARK 01 (2) 2X8 LIFT BEAM PLAN SCALE: 1/4" - V-0" A I C N I T! C T= Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.Dom AA 4: 0003325. r `�l 111111IJ 011111 aXTBDIN. k IAOT SILVERADO LOT #23 BLK #13 PROJECT 03719.00 -23131 MOaEia "2558-HAVTHORNE" GARAGE EWING: RIGHT PAGE: LIFT BEAM PLAN 150 19H EXP. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEM VERTICAL REBAR W/ IXHOOK — _ TYPICAL BAR IN BOND BEAM REINFORCING OF BOND BEAM 3/4"=1'-d' NOTES TO THE INSPECTOR/CONTRACTOR TYP 8k6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE STEEL �e �0 REINFORCING L2 HEIGHT. l ) 4. THE LAST COURSE WILL BE A BOND BEM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1a'� TWO COURSES ARE BOND BEAMS WITH A N5 BAR IN EACH COURSE. TYP. Bk16" ap p`)F' COURSEF BOND BEAM BIS MND TED AND A LEAM OIN EL S PLAWITH A CTEL ED, THE STEELOOM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#b TOP OF THE LINTEL. A L*�-p� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. �F--- / P�9"" 8x18 DEL. BOND TOP OF / •�a• 8Q� BEM WI(1)#5 BAR BOND BEAM • ��O EACH COURSE G Sx8 BOND BEAM TOP O .* BOND BEM30" F =FILLED W/GROUT•t�0 U =UNFILLED GROUTSOLID FRTpNOMINAL LINEL TO TOP OOF OPENING # OF #5'S, IN 2ND BONDWIDTH BEAM, IF FILLED BEAM COURSE#5 R SEE NOTE 5 • ��C'.�\N W/(1)#5 BARIREFER, a a 16-1 T/1 LJ 8x8 PRE -CAST CNOMINAL�LINTELW/(1)#5MASONRY Qic HEIGHT # OF #S'S, TOP LENGTH OF BAR F OPENING - Z'CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR2 BEAM DESIGNATION THAT XFXX•iTHM 081NDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM Sx8 PRECAST CSCALE: 3M"=l'A" ANDXFXX-1T,dAW"oINDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINEL, W/O STEFERSCALE: IT IS THIS ENGINEER'S INTENT TO PLAN FOR LO AND XUXX -1T/1 M,OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - iTMOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE. 145 MIN AD WINDOW SIZE 300 MIN EMB DMENNT 1 SINGLE BOND BEAM 1",) 6' FROM EACH END AND AT LOWER ELEVATION 1a. O.C. MAX. MIN 1-114' _ EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3I76 TAPCON PRE -CAST 1' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6' SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 218 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL 60 SHANK SIZE, 145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING BAR TO BE PLACED IN 1l4" W FROM EACH END AND /2X4 SECURE TO SHEATHING UPPER AND LOWER #5 MIN. REQUIRED IN 16' O.C. MAX. MIN 1-1/4" MIN. 2.12tl PER BLK. EA. END N BOND BEAM EACH CELL HOOKED IN EMBEDMENT L�CMUWALL TOP BOND BEAM W/ 7/16' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11n"=1'-0" — 5 SCALE: 3l4"=1'-0" 3 PROVIDE W DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I I I a I - SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM g II I II U - II I�8x8 il 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 CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0" Groupl.. L441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.BbdeBigngroup.com AA #: OD03325 BUDDIV. Ac LOT SILVERADO LOT #23 BLK. #13 PROJECT 03719.00 —23131 MODZlj a2558—HAWTHORNE" GARAGE BNING: RIGHT PAGE: DETAILS %150 MPH EXP. B BEAM SCHEDULE RZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (rc SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT 8"xi2" RECESS SAFE DOOR LOADS (PLF) HEADERR el..n a, us a wai ma �� rnP,.swre; rnroa +�ma' ma.awwa mro mw.ew. Is. w+ac..er mwew.a mro.a mo .ws ww m w.awxE mro.a sr mP,.swaa mw awn ma.a wwe mro.a : mar ma.sweE mro. am, m w.a wwe mro.a Fm—W. sc «suer ma.ewaa mro. aroa m w.awwa mw.s o�uer mw.sw� rnro. mes wcrer mw.awr.. mro-. mw.swea mro. wwGer mw.— mm". mro4 m w.ewra cnro-. mw.awm mro.. ew am GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x76" RECESS DOOR HEADER8"x32" GRAVITY & UPLIFT SAFE LOADS (PLF) RECESS DOOR HEADER nary„ w ,uw+ wP)u ol� wPluPl� m w.ew� mro caEaer mP..sweE mro ,aas mw.aw� mwma.ewaE mro. ,assP am mP.ewea mroa r-7- M.1mro ena tzlw.awPE mroa+aoro aeEGm mw.awrsa mro. mw.— M.. cw.aesr ma.swwE M. aeau 77- 1 mw.awxe a).,ma—E txlrw. .1. :are mP.nwxE M.. maeweE tzlro.. vua axEcear mw.ewee mro.. sa+o „ maawu mro.. Ind.awPE mro.. A R C R I T R C T 8 Groui In ncL 141 N. RONALD REAGAN BU LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 svHDiv. Sc L+oT SILVERADO LOT #23 BLK #13 PROJECT 03719.00t-23131 MODEU w2558—HAWTHORNE° GARAGE BVMC;: RIGHT PAGE: DETAILS 1.150 MPH EXP. B D TE: 1/28/21 SCALE: 1/4w=1�-0" 8*mw %S2.1B 1" 153 § Z I U U U CJ1 CJ3T— II11 I .. 4 • k p I I q a n n CJST I U EJ7T >�•�= x RIDGE a EJ7T a� CJ5T I a 11 N N I CJ3T CJ1 I n 41 U M 1A M:7 .ate. EJ7 •�: EJ7 I L »� • aaaa. ` EJ7 I p®•»»tea EJ7 III III EJ7 ✓< aaa>o ` aa® ` I EJ7 I ram`®• EJ7 II aaaa: 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 ✓• aaaa • asaQ . TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & 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 0 4" ON CENTER EJ7 • e EJ7 tea. CJ5 CJ3 N CA fl �1 Q Q Q Q Q ¢ Q Q Q Q Q N I I I I I 'II I I I I I I u N l l N agY N I N N a N x N n N p p d'Q H N N II N 1 N 1 1 1 1 I IW�q 1 1 1 N N Y H N p I NMLU Lu I N N N I q n � a n n gazq I I a a N M II N II N II II 11 Iq IIIIgIq N If If H n a n I n 1 N 1 I 1 1 I n q n p II n n n N 11 N I ntl It.- — a — n y,A 11 II If II U II II — � I-. I I I I I I I I I I 1 I.IH M I I N 11 N N N N g I N H I n x n x w n x x n n n n N� I I N it N N I 1 1 I I N DIM_C N N. 1— I A I ILI II II n -F-Fn it Ifs I N II 1-' .' x 1 w I FRAMING PLAN SCALE: 1 /4" a V-0" a N 1k 11 M Y N X 11 IUJ I I 11 p N N N n N p N (9 a x II p 1 1i i1 I q��1 I I' 11 p ,p N p 11 — N 11 p n II It x N a It n N x N N 0 4� iz1z"CA 14— CJ3 111 CJ5 � a aa� a aa�7 1A � 1 I A Z EJ7 MG CJ1 yy1 al CJ3 . a®y CJ5 EJ7 II EJ7 EJ7 II aa�aa�>J I EJ7 y�A I `I II CJ5 II „ CJ3 I� ._.. _.Y. M CJ1 ( I I I M�Nw u w u N IDGEx u i II it q N N111ININN O O 0 5 's" 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" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. 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, ATT'"x2 7/8" LONG, WITH WASHER a 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 M 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 6'FROM THE CENTER OF THE COLUMN. A R C N I T R C T R GMD uo 1441 N. RONALD REAGAN BL% LONGWOOD,FL32750 PH: 407-77443078 FAX 407-7744078 wwwabdosigngroup.com AA A: 0003325 I� otmi)XV. Se ILOT: SILVERADO LOT #23 BILK #13 PROJ1aCT 03719.00t-23131 MODZIA 2558-HAWTHORNE" OARAGZ SrRNO: RIGHT PAOIC: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) Cot) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS _WITH (12)16d x 3 k' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. tx2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP 02 2' x 4", S", 8' x 4-a'MAY BE ADDED Wl 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 USE, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ GIRDER CONNECTOR(§) -1, BACI03 RM TH KWM 3!4"WOOD PANELS k9.0j (2) 12' WOOD PANELS (2)12" WOOD PANELS 2x LUMBER ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -. TRUSS ANCHOR WITH (9) 1 Od x 1 J' NAILS TO GIRDER. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", IT', 8" x 4'4' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \­A-(1) SIMPSON LGT3SDS2S GIRDER TIEDOWN WITH (4) j' x 5"TITEN HD TO CMU AND (12) SDS �' x 2 j" TO GIRDER B-(t) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 8' TITEN HO TO CMU AND (18) BIDS J' x lx2, 2x WOOD FASCIA ' TO GIRDER 32x SEE ARCHITECTURAL SECURED WI (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2)J" x 57TITEN HD TO CMU AND (18) SOS }" x 3' 1x2 SECURED W/ i0d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT =4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = SSW LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) - # 1100 UPLIFT SIMPSON - HTSM20 W110 10d TO TRUSS AND (4)114" x 2114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 19M UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALLW/10 10d TO TRUSS AND (4)1/4" x 2 14' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-O' O.C. (AT SHEATHING BACI®t K= 88BBi THIOWN U-0" TO 30'-0" (1)'W' BRACE SEAMS) LSTA12 20 GAUGE 4100 3/4" WOOD PANELS W-1" TO 60'-0 (3) ")CBRACE W! 1OW2 HDG COMMON NAILS. SECURE l 1, PT. PLATE Q EACH END TOTAL OF 10 8000 (2) 12" WOOD PANELS S'-0" MAX (W/1X4) It) "X' BRACE CENTER TO BLK W/ 12' OIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' 80 (2) trz"WOOD PANELS OR I(T-O" MAX (W/2X4)* FROM CENTER TO END. WASHER SET IN HIGH 90 2x LUMBER X 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32"OC 1x4 DIAGONAL MAX. LVUI-BACKER BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BACKER BLOCK BRACING, SEE P.T. PLATE W112tl§ 8" PRE-ENG WOIST PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 12' HIGH N K RMAY NOT EQUIRED E TRUSS ENG) CONT. 2x4 SECURED W/ -:1 STRENGTH CLG. BOARD SECURE WOIST TO TOP PLATE (2) al O .EACH TRUSS TO BE INSTALLED � w/(2)12d TOENAILS BTM. CHORD OF 10-0" O.C. MAX. WOOD ROOF TRUSSES DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING HTT4 W/ 5/8' A.B. WITH SEE SCHEDULE FOR WALL W/ SYP No 2 STUDS SEE MIN. i' EMBEDMENT BOND BEAM REQ. TO SLAB & (18) 16d x PLANS FOR SPACING. SINGLE 2-12' NAILS TO POST.,Z! BTM. PLATE TO BE PT. POST TO SIT DIRECTLY PROVIDE DBL. TOP PLATE ON SLAB PROVIDE BLOCKING 12'GYP, WL. BO. I -JOIST CONNECTION 0-L.B.W. '* SCALE: 34"=1'0 (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. - PLATE DEPTH 1/4°D —HOLE EDGE >5/8" -HOLE DIAMETER 2/5•D SGL. STUD HOLE EDGE >5/8" 01 HOLE DIAMETER < 3l5"0 DBL. STUD AND BORING LIMITS 8 SCALE: 1 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=V-9' A - SIMPSON HUS28 G < 12DO LBS, U < 1280 LBS W/ (1) 34' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HOU628.2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLTIJ-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 48M LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 STM. CHORD BRACING END TYPE CONDITION, IF 10-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD /+ /L �+ INTERSECTION TYP. BTM. CHORD BRAVING 6 & EDGE CENTRAL SPACING SPACING SEE SEE TM HEDU SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 12' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND El BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4-0'. 3. ALL BOLTS TO HAVE WASHERS 2 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 8' 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 BOLTSIZE SBXIEBPACNG CENIHALBPACNB A DOUBLE 2x8 12' 8" O/C 16" OIC B DOUBLE 2x8 3/4" 8' O/C 24" O/C C DOUBLE 200 12' W O/C 18' O/C D DOUBLE 200 3/4" 8'O/C 24"O/C E DOUBLE 200 3/4" 8' O/C F DOUBLE 2x12 3l4" 1 8' O/C 17' O1C 10 WOOD LEDGER DETAIL SCALE: BLOCK WALL W/ GABLE END PRE-ENG1D TRUSS SCALE:34"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'-T-a' ARCNITICT• GrouPn 144i N. RONALD REAGAN BLVD' LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA — 0003326 ;anon, 1PRO HDIV. Ae LOTILVERADO LOT #23 BLK #13 JECT 03719.000-23131 m0DEIe "2558-HAWTHORNE" GARAGE OWING: RIGHT PALM: DETAILS 150 MPH EXP. B 2x4 STRONGBACK SECURED TO EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 19-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION — BLOCKING SECURED TO WALL W/ (6) 3/16' ° x 4 TAPCONS SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING FLOOR TRUSS OR GIRDER TRUSS SIMPSON H6 W/ (8)8d COMMON NAILS EACH END PLATE STRAPS W/ 10d x 1. 1/7' HOG NAILS DBL PT 2x6 SLK'NG BETWEEN TRUSSES W/ 10d ® 6' O.C. 1ST PLY INTO LEDGER AND 1Od ® 3" O.C. STAGGERED UPPER PLY INTO Z 6 BELOW 8" CMU WALL— REINF PER PLAN 1X2 2x4 STRONGBACK, WALL / FLOOR FRAMING, FLOOR BRACING TRUSS PARALLEL TO WALL 1 2 SCALE: 3/4"=1'-U' 2x STUDS PER PLANS DBL PT 26 SlK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1 ST PLY FLOOR DECK INTO LEDGER AND 10d Q Y O.C. 08 WOOD SCREWS NOTE: STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C.; 2x4 BLOCKING @ EA. BRACE. BELOW STAGGERED OFF NI TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING CENTERLINE OFF 2x6; NAILS ® EA END MUST NOT BREAK ITHD.HIIN 3/4" AS SHOWN ni 2x4 BRACE 0 48" O.C. w/ (5)12d DBL 2X8 LEDGER IN NAILS ® EA. END LINE 8"CMU WALL AOT CMU t5' O C/ AND 8" FROM N1 RING SHANK NAILS 4" O.C. MAX INTO BLOCKING REINF PER PLAN END W/ MIN 5-1l2" EMBED 1 /— 18d NAILS ®6' O.C. MAX 2x4 P.T. CEILING NAILER W/ MASONRY NAILS a 17' O.C. FLOOR DELI( III NAILING �IIIIPATTERTER N PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x6 PT. PLATE TO BLK- W/ 1/7' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2xe P.T. PLATE W/ 12d's 6' O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. Er �j7il SIMPSON HETA-16 370.C. USECTION DETAIL (VERIFY W/ TP U�SNSS 3 AT PARALLEL / PERPENDICULAR PRE-ENG FLOOR TRUSSES PRE-ENG'D WOOD TRUSS (TYP) ® 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-0" STRAP TRUSS TO PL. SEE SCHED. BELOW Tj%= TO TOP PLATE A - SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 1Od x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" NI M8 WOOD SCREWS 'M x Z' LONG ® T'O.C.; 'Nµl STAGGERED OFF CENTERLINE OFF 2x6; NI 314" AS SHOWN SIMPSON A23 JtL EA TRUSS III TIER NAILING PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0' STUDS PER PLANS 214 CONT. W/ (4) l6d NAILS 0 TOP OF FLR TRUSS (TOP 2X4 SUPPORTS ST. PLATE OF 2ND FUR) FLOOR DECK 2x6 CONT. W/ (8)16d NAILS ST. OF FLOOR TRUSS (ST. 2X61S FOR WALL SHEATHING NAILER) 1X2 FIRESTOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 C EVERY TRUSS (VERIFY WI TRUSS PLAN) PRE-ENG ROOF TRUSS 5/9' GYPSUM BOARD OR 10HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 26 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/Y' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ 1/7k9" WEDGE ANCHOR W/7' WASHER SET IN HIGH STRENGTH EPDXY 5-1/7' EMBED. MIN. 016" OC MAX. n., n1. TRUSS CONNECTION @ L.B.W. `9 `9V SCALE: ROOFTRUSS 44/46 SYP NO, 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION T�F -'V-7 FL#17239 Zi ,,,w TRUSS/WOOD POST CONNECTIONS 1 VQ 1 V V 1 Vti SCALE:—'=T-0" ,Russ To PosT �NNECTION A - SIMPSON MTS-12 U < 990LBS W/ (14) 10d GALV. NAILS. B • SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSONVGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10) 1/4" X 21/Z' SDS TO POST POST TO BLAB CONNECTION ASB - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4.565 W/ 5/6' AB. WITH MIN. T' A R C N 1 T I C T I Grown L NALD REAGAN BLVD.WOOD,FL32760407-774.6078407-7744078designgroup.com M: 0003:i2. BUDD:v ae LOT SILVERADO LOT #23 BLK. #13 PROJECT 03719.00O-23131 MODELS "2558-HAWTHORNS" GARAGE OWWO: RIGHT PAGE: DETAILS 150 MPH E . B FOR ASPHALT SHINGLE ROOF, USE MIN 7116' STRUCTURAL SHEATHING EXP 1(24/16) w 15132' 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 O 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 8d RING SHANK 2 3/8" 0.113 170.000 RII G0 RINGS F1687 SCREW SHANK PER INCH) 8d RING SHANK PNEUMATIC 2 39' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2' COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT ETO.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF BN SHEATH00 ATTACHEMr SPACNG ZONE 1: Sd NAILS ON' O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r Sd NAILS® 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r Bd NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES WE TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS-� ROOF SHEATHING L z � 9° 3 v=1 5 m I I I T BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING N TE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ 2 12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS y BLOCKING PER NAILING SCHEDULE Btl RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING #S 7' DECK SCREWS 06"-8" O.C. MAX 0 EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SU&FLOOR SHEATHING) 1 TY. J/4" I &U J UC LUUK UCUIVINU ULUCU I V ALL GIYVJ MCMUtKD • • ©• -Al, All'Alk .LL=LLB 1 FASTENER SCHEDULE 1MNDOW AND DOOR BUCK FASTENERS FASTENER APPLICATX)N SIZE ttPE EPAgN3 REMNiN6 APRICATION pZE TYPE BPAgN6 REMARxB I—— TO CABS HA40ENEDNIL O1IRAOE DOOR &ICx IN"dA TAFNFIMA90NRY ?EMBED.. 'RID pW, MA4WRY/GONG. NAILII?LW3. TO MABDNRYK%XC. ND WASHER FASTENER 11?ENEgBT eOD.OL EID.000Re 1•PT. BEENwE6 CASE 1•RRDEIFO NIL NNL 11?LOND. POIC STAGGEA® WINObw,t3NRl FABTBI® WTO MABOMVAXINC. MR�OE DOOR Sl1IX tO MABONRVxx]IIG 1?pA N'I WASHER E%PPN8ICN BOLT BI'O.0 PEMBED.,T@D tlBT., rEDOf DIET. wM3avauac uaEHraDENEooaL roc NINDOWgNRIFABTENm METAaemArro CONTACT THIS ENGINEER FOR SPACING 1v PT, BEE NDTEB NNL 11?LOND. 9TAGOER® INTO MABOIAYAVNO. MASONRY ICONC. REQUIREMENTS EXi.8WB1G pXMi (2)BMBSIIA "TAPCOM I1I2 EMBED,r END NOF46EARN0 WOOp 1?° EXPPr- A'EMBED YQO BUq(h PT, eEE NwE6 NO WASHER FABTNER IrdC q'W,i1?EDGE M. WPLL TO GONG BLAB W/WASHER EOLT 3� p8T.. 3"®OE qBT. PT WINDOW BDp( 0.138'PAFM 31,ff rDC /'ENDq T., 11? PT TO STEEL CQ., BEE WI WASHER BTAOGEREO ENE q NOTES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W MI NDOM AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NCA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33C33M. MUOMUMAGGREGATE SIZE SRALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020 7th EDITION E ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES BRACING LEDGERS BLOCKING, ACI 318-14 BUILDING CODE REQUIREMENTS PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS SILLS ETC. SHALL BE SOUTHERN PINE O.2 OR BETTER. FD - 1100 PSI ANDA MODULUS OF N FOR STRUCTURAL CONCRETE, RAL MEMBER NISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. BEAMS LAPPED B INCHES AND SEALED WHIN ADHESIVE TAPE. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A ELASTICITY. TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). V400D FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSENMERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SMALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST N DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 412. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4XWVNS. WELDED WIRE MESH, SHALL BE ASTM Al OBWA1054M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SMALL BE SUPPORTED WITH Z' CHAIRS SPACED Y-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE NTH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.03W AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED ARS, REBAR SHALL BEA ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: N THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR LAVE LOAD 40 psf ANDDIEW. VERTICAL BARS SHALL LAP 6x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL?LATE-CONNECTED 20 pef TOP CHORD nansoncu"•nt TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD+wnconcurteM #5 BAR - 3U' #7 BAR - 42" TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'. 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 psf TOP CHORD 20 pM TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 pef w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef BTM CHORD 5 pef BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WIND UPLIFT: 10pef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 p•f WALL. TRUSSES/GtRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 7-16 (BBC 020) EXPOSURE B, RISK CATEGORY ID INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC ATTIC WITH LIMITED STORAGE: 10IT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AND ATTICS FIXED STAIRS: STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pe1, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pef, GUARDS AND HANDRAILS: 200p4f, GUARD IN -FILL COMPONENTS: 5W, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL LE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION Oaf MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNEDAND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), ASPUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE NTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE Pm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW NLL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WI RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTSIARE PROHIBITED PUGGING CONCRETE FOR IN-WALL(COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C376, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P31 AT 26 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/6" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW 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 W TH 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 FAIUNG TO MEET THE GEO.7ECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 P81 REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH MSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5'14-PRIM TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94OW OR MEASURING MIXING, TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MMITES, THE CONCRETE SMALL NOT BE PLACED. IT SMALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OW NETS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SRALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS$ B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1417 FOR#6AND SMALLER 2" FOR 4AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 311 FOR SUBS. WALLS AND GISTS 1-14'FOR BEAM AND COLUMN PRIMARY REINFORCEIA M, TIES, STIRRUPS 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 36' 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. 148 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 STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A5001A5DOM, GRADE B, Fy = 46 Id. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, TYPE E OR S, Fy = 35 k9i. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. 6 Grou i �n 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774.4078 www.abdosigngroup.com AA #: 0003326 J BUBDM Ak LOT: SILVERADO LOT #23 BLK. #13 PROJECT 03719.00-23131 MODZU 112558-HAWTHORNS" GARAGE BW MG: RIGHT PAGE: DETAILS %150 KPH A B AF la auarr 1/28/21 DATE: BCAL.E: 1/4"=11-0" SHEET sN1 1 16-6- u7t l* u I, r