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HomeMy WebLinkAbout7128 Steer Blade Dr-. J l 2558-HAWTHORNE 1 J • • FOR: HORMN `A'AYH PR�VAlL1NG 401/�!t`j:,.Py��yi�LCli���OD, CODE' :..RH1B ��� 00, ®RGR�AN� DOS pLP 12602 TELECOM MRIVE, TAMPA, FL 33637 T4ml: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILLDING CONTRACTOR: DBunmiG ESIGN CRITERIA: REVISIONS INDEX OF DRAWINGS -Ram +�,,,,e„�,,,,+ A6V ABOVEABBREVIATIONS LAVATORY DATE DESCRIPTION 7M ) ����� �� A/C AIR CONDITIONING ADL ALT. ALTERNATE LUM. LUMINOUS M.C. 11� /Ee/19 ADDED 150-C ENaTx�DTo ARCHITECTURAL SHEET DESCRIPTION 07/"/l9 ADDED ETONE CAP NOTE TO FRONT ELEVATION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9I15 'OCCUPANCY — RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE — VB -ICI. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - VBlt=150 MPH Vend=116 IiPH -CRY - B �I—�� ���`,A, :I-STORY RESIDENCE — YAX. HEIGHT A3 PER LOCAL AND STATE CODES AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CLEAR cIx CLEAR CONC. CONCRETE CPT. CARPET D.I. DRYER D. DRYER DG. DOUBLE D.O. DUALD ILIA. DIAMETER TER MIN. kfiNp R/M M.T. METAL THRESHOLD MID. MOUNTED MIL. METAL SCALE NT.S. ON CENTER o.c. oxcENTER PL PROPERTYLINE P.B. PUSH BUTTON PL PHONE PLY. PLATE PLYWD. PLYWOOD PR PAIR RES P.T. PRESSURE TREATED PC CI —COVER SHEET PC GN—GENERAL NOTES PC Al -FLOOR PLAN PG A2D-ELEVATIONS "D" FRONT A REAR PG A3D-ELEVATIONS "D" LEFT h RIGHT PG El -ELECTRICAL PLAN PC PI —PLUMBING PLAN PC MI -MECHANICAL PLAN PC Di —DETAILS PG D2-DETAILS 07/E0/1E ADDED OPTIONAL PENDENT UGHTIM AT IOTCM 10/14/I9 UPDATED Leo LIOIR9 P� DRRORMN 10/Eo/1E UPDATED LID DETAIL BUBBLO PER D.RNOIRON oi/EO/Eo ADD® 8B�80N coNNEClORB I.40. UEP 11/I0/BO MADE REDLINE CHANGES PROP ENO. FOR $OEO CODE CHANGE f1/18/Ilo WAITING ON sNGDEER APPROVAL MR DEMO, v1+DAT69 01/�/Ei RETAINED ERE!'9 ME THE 8080 PBC DIM. DIMENSION R. RISER PC D3-PRODUCT APPROVAL LISTING DISP. DISPOSAL. OF. DEEP H& DOWNSPOUT DTL. DETAIL D.W. DISHWASBER EA. EACH ED EQUAL ILL EXHAUST EXT. EXTERIOR RAD. RADIUS RA.G. RETURN AIR GRILL R RROOMGERATae R.G. ROUGHOPENING S.C. SOLID CORE IXTDR S.D. SMOKE DETECTOR � �TEERN" SHTH°. SHEATHING SFPWR SHOWER PC VAL-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PC WA4-WALL ASSEMBLY DETAILS PC WAS -WALL ASSEMBLY DETAILS PC WAS -WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 S .FT. CALC. S A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 LIVING 29Q. 3� SFT. GARAGE 6n SQ FT. ENTRY DI SQ FT. COVERED LANAI 200 SQFT. F.G./FR, IT=GLASS F.O. FUEL GAS FIN. FIM FLR F LO FLUOR FLOOR ESCENT FR.DR FRENCH DOOR FTO. FOOTING SIM SHAILAR SL. SLIDING S. SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS Tel: 407 774-6078 ( ) Fax: (407) 774-4078 TOTAL 3,405 Sa FT. GA. GAUGE GAR. DISP. GARBAGE DISPOSAL GF.I GINTERRUPTER FTCIRcuIT OL. GLASSTYR GYP. BD. GYPSUM BOARD HLB. HOSE BIB H.C. HOLLOW CORE MR. FADER HGT.ORHT FIGHT INSUL. INSULATION INT. INTERIOR INK. THICK I.O.C. OP OF CURB T. P. TOP OF PLATE T.O.S. OP OF SLAB TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW TER W.I. WROUGHFIRON STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN PG S2.LA-DETAILS PG S2.1B-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PC S3-FRAMING PLAN PG S3.IA-DETAILS PG S&IB-DETAILS PG S3.1C-ENTRY DETAILS ELEVATION 'D' PG SNI -DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN EKE IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYE HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE "A R C R IT I C T 8 Grou i In L441 N. RONALD REAGAN SLI LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.eom AA M: 0003325 SUSDIV. JIT: PAT SILVERADO LOT #19 BLK. #13 PIRAJECT 03719.00t-19131 MODEIA "2558-HAWTHORNE" GAII%AGE INWIN CI: RIGHT PAGE: COVER SHEET %150 MPH EXP. B PRINT DAT1/28/21 E SCALE: 1/4"=1'-O" SHEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR TTH 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 WINDBOR14E DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE RATED DOORS. 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 %rINCH GYPSUM BOARD OR EQUIVALENT. ..r 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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 (TPA 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMIALLIFLOOR 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. PLUIN6NN0 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERNM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNIO= 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-C926-180, ASTM-CI063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-198 & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESWANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTEMOR CEWNOS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A N C N6 IT ! C T S IF 1441 N. RONALD RE AGAN BLVD. LONGWOOD,FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosigngroup.com AA k: 0003325 ®TJHDIV. k TAT: SILVERADO LOT #19 BLK #13 PROJECT 03719.00t-19131 1[ODEL: "2558-HAWTHORNE" GARAGE 81rMG: RIGHT PAGE: GENERAL NOTES 150 4ZH E . B B1 PRAT DATE 1/28/21 8CJ%=: 1/4"=1'-0" BFIEET GN °Ilttttttlttr°,ttttUtttttll° ollttttOtttttTBlttlHttttttt'°Ittttttth,�.�°ltttl°:at�tl,tttli° °IltttttttttYtti°IttttlltttttttliBllttttttttttttl°!'tttttt�►o'Itttt:'° � -- o',Itttttl°IltlAlttttttl'°Ilttttttttttt'l°htttttt�tl'�° � \ 0:1 _-- BAWL cLc� GREATROOM 4 o °lttutU°I!tuttll°Ittttttll°I °ItMi�lfo mile. -1ltttti° Q -T -0 of tltuu °Ill�tut T l°:7n1 �lrn!iuutC° .JL—. FLAT HOR a APA BEDROOM 4 r' I-- � ollt�t�l°�°I�����t���ttt1�°]�t�ttt���tttli°Itt�t�tttttlltli°Iltttttttttttt''°Iltl!°= °Ilttttlllttttttll°ItttttttlllttitBllttttttttttttli°IllltttttttttNll°tttttttlol FLOOR PLAN SCALE, 1/4' - 1'-0' NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL OWTEN610NG ARE FROM FACE OF T W BLOCK WALL (OR EDGE OF FLOOR GLAD) TO FACE OF WALL 67UD UN.O. - ALL INTERIOR WALL& ARE 5 Jr UXO. - DRYER VENTED THROUGH ROOF (VM, NOT SCREPNO - AIR COMPREG&OR GET ON 44'X44' 1-CURED CON- PAD. PAD BEGIN& &' PROM EDGE OF STRUCTURE. - GEE GREET ON FOR GENERAL AND GTANDARD SULOW4 NOTE& • ALL HABITABLE NOOI'T6 TO NAVE AMC FAULT CIRCUIT INTERRUPTER. - ALL FULL MIOW BLOCK WN.LG BETIIBEN FILLED CELLO WITHOUT OPENING! ARE "AR WALL&. RADIUS CORNERS, SEE PLAN BRACKET / BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-V4' LOW WALL 2'X6' STUDS • 16, O.C. W/ 1/t' DRYWALL SQ.FT. CAM'S LIVING 2A31 Sa FT. GARAGE 611 Sa FT. ENTRY 51 Sa FT. COVERED LANAI 200 Sa FT. TOTAL 3AM Sa FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 9'® TILE NICHE TILE NICHE SHALL DE FIRE ICATED 12'xl2'SMARE LATICRETE BY HYDRO BAN. RO. SHALL BE 145' x 145% BOTTOM SHALL BE INSTALLED AT 54' AFF. UN.O. l wa" la°aWN"N"M "M Foam 111w w1l H=fwlNOTRE IIITIEIm MIN. UANDOW 9 5 243/-32D CRITERIA EXTERIOR bum 24 5 22.9/-29B DR MIN. CRJTENA 6". MWL 16 5 20.1/-25A CRITERIA a" O.I.W. 56 5 21E/-21J 16010 OND. 112 5 20.5/-249 BASIC W= SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=D, EXP.-B. MEAN ROOF HT. - 14'-0" PRESSURES HAVE BEEN MODIFMD PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP E5 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL PLAT MBAR REUFORCM KITCHEN '4 BRACKETS AS BASE C CA15INET NECE86ARY. .T = cn 2 q . CABINET SECTION >PNKl_Is A C N IT t C T II Grou0� Al N. RONALD REAGAN BL\ LONGWOOD, FL32760 PH:407-774.6078 FAX: 407-7744078 www.abdoeigngroup.com AA0:0003325 ac7sa:v 8. L074 SILVERADO LOT #19 BLK, #13 PIN:OJIECT 03719.00 -19131 IKoaa><.: "2558-HAWTHORNE" GAittAGIC 8 WDFO: RIGHT PAGE: FLOOR PLAN 150 MPH MR. B 20-2' SLOG. HGT. 12'XI&' DECO CRICKET 14'-2' BRG. HT. �, • ENTRY9—'-------- 184 12' DECO SHUTTERS (TYP) FOAM CAP STONE VENEER HGT 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. PER VENT 881.76 /115 TOTAL # OF VENTS REQUIRED = 7.66748 TOTAL# OFVENTSPROVIDED = 8 SQ. IN PERLINEAL SOFFIT VENTILATION AREA = 11.736 FOOT = 881.76 /11.736 TOTALLINEALFTOF SOFFITVENTING REQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED SHIWsLE ROOF ■'■ ■ ■'■ ■'■ I ■..■ ■ '■ ■ ■. ■ ■. FRONT ELEVATION SCALE. 1/4' • 1'-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE, 1/4' • 1'-0' TEXTURED FINISH RAISED STUCCO BAND (TYP) FOAM CAP .. -. `L -4y ERG. W.T. I ry 's I LOUVER DTL. D xALE, 1/2' • I'-0' Nil BAND DTL. B EBAND DTL. BAND DTL. BAND DTL. F SCALE. 1/2' + I' A R 9 N I T R C T R Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com #: 0003325 aUBDIV. ee X,0'ril SILVERADO LOT #19 BLK #13 PROJECT 03719.00 -19131 MODEM "2558-HAIITHORNE" GARAGE aMING: RIGHT PAGE: FRONT & REAR ELEVATIONS „D„ 150 MPH B NOA Ram DAPS 1/26/21 aCAXM: 1/4"=1'-o" aFIEET A2D K OFF -RIDGE VENT ® 0_ 0'-0' FIN. FLR MIN. 9GPAD- - — - — - — r�_—_---_---_—_—_-------_—_ — LEFT ELEVATION SCALE. 1/4' . F"C' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 S OFF -RIDGE VENT OFF -RIDGE VENT 14'-2' BRG. HT. •• ENTRY-----_— Opp-RIDGE VENT 12 S FF-RIDGE VENTi 14'-2' BRG. HT. -----� W* ENTRY CAP STONE VENEER HGT. 12 B OFF -RIDGE VENT 9'-4' BRG. HCsT.A 9'-4' BRG. I-*T. FOAM CAP 's li ®'-C' FIN. FLR 0'-0' FIN. FLR STONE VENEER RIGHT ELEVATION SCALE, 1/4' . 1'-0' TEXTURED FINISH STONE VENEER TO ISE INSTALLED PER MANLIFACTURERS SPECIFICATIONS PH:407.7748078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 11 >luBDIV so LOT SILVERADO LOT #19 BLK #13 PROJECT* 03719.000-19131 MODEL: "2558-HAWTHORNE" GARAGE BAYING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS "D" 150 MPH E . B ELECTRICAL LEGEND DESCRIPTION ARD SWITCH METER Y SWITCH FIELD Y SWITCH ER SUNTCH r _ \�owl P:aVERIFY PRE -WIRED FOR #3TAND ON tE I\ i VP . VPL PANEL OUTLET OACH CLIGHT - - - - - - i - - - - - - - - - - - - - - - wic. /- BATH 2 MOSTAT O IRRFOR IGATION ERECEPTACLE (MSv!!m-AMP TR1ER E POLE) I PRE-WIREDDUPLEX FAN RECEPTACLE CM L - - GPI GPI CL� PRE -WIRED CFI• OUTLET I 10V DUPLEX RECEPTACLE (EQUIPPED ( 0 ----"-"1 L CLG.FAN 44'AFF. ITH GROUND FAULT 1 RUPTER/TAMPER RESISTANT TYPE) i � Vp i �. BATH i � BEDROOM 2 _ L PRE -WIRED 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) I BBDROOM ��� / I FOR COACH 3-CARI LIGHT EXTERIOR WATERPROOP/GFI !GROUND FAULT \ 1 kPI GARAGE i �E�TERE ,`� G L I i ImV QUADPLEX RECEPTACLE w.LC. FOR T 4 i ® 10V DUPLEX RECEPTACLE (FLOOR TED) 1 I ---- wj.C. ---- -- I - I 44'AFF. SLUITHC4 IN ATTIC I I I 2NDv RECEPTACLE !4 WIRE - - - - - - - - - - GPI CLG. OUTLET CTOR) I ®S/GO or I -Q EDUCATED RECEPTACLE /'- L MOUNTED LIGHT COVERED ii c, LAUNDRY /'' I ` (LING MOUNTED LIGHT u-I --� L I GFI* I I I I ANT LIGHT I I \ 44'AFF. OOD LIGHT -- i L SCONCE PRE -WIRE FAN WITH LIGHT (I CFM PER SQ. FT.) am DULS LIGHT FIXTURE I p�.pp�p CLG.FAN �. � -' � /- GREAT ROOM � I � - � _ _ — - - — P.D. FOR -'�- - _'` PRE -WIRED FOR AQM SULS LIGHT FIXTURE i CHIMES COACH aL DULD LIGHT FIXTURE � ` PRE•WIRED Y � LIGHT ' TRACK LIGHTING I �\ CLG.FAN-�- ATTIC LIGHT WITH PULL CHAIN I I 1 /,' ` JNDEPt CASINET LIGHT \ ® 'x4' FLUORESCENT LIGHT (RECESSED) L FOYER m 'x4' FLUORESCENT LIGHT (SURPACE WP GFI OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) ` ��--.. I I ((jjjj�� WP I GPI x 15'-51/2' F m 4'-' 4'-0' / r iiCHIMEB T--- /--- O CESS LIGHT • GESS LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-SOX OPT. FAN I FLD W-SOX (WALL MOUNTED) I (LING MOUNTED FAN B IVENT FAN (I CPM PER SQ. FT.) HONE JACK I Q DETECTOR (WALL MOUNTED) O Fwicki DETECTOR (CEILING MOUNTED) 1V[LV JACK "E S PORT • LQCATI LETS TO 15E VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL S 4 20 AMP BRANCH CIRCUITS TO SE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FSCR Tth EDITION (2020) 4 NEC 210.12 29 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MMCV13 FBCR-Ith EDITION (2m20). • LAUNDRY ROOM RECEPTACLE SHALL DE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING MET410D SHALL 15E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FSCR Tih ED :zoi@a • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE PECK ITH ED (2020) . AI_L I_AMPA AMA] I PTS API. ECT'FD PXY P4111 MWO ( ( i � I I Lq i I l � J LED LIGHTING @ DOUBLE LAV. SAT14 1 / / CL�C 4 CAFE r LED LIGHTING LED LIGHTING @ SINGLE LAV. @ SINGLE LAV. BATH 2 OATH 3 i LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE 02 HOUSE PLAN: 20F5 MODEL 2045 SO, FT. GENERAL "TINGX 3 VA. PER SO, FT, 2 20AKV APPUANCE CIRCUIT AT SSOD VA EA 1 UIUNORY CIRCUITAT 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN I WATERNEATER I DISHWASHER 43.-S I CLOTHES DRYERI DISPOSAL I MICROWAVE 1 REF. SUSTOTALOF GENERALLOAO FIMTWKVA OFGM ERALUTAD AT 100X ADM RMAINDEROF GEN ERALLOAD AT 40% 126535 IVA.X 54lzal TOTAL NET GENERAL LOAD 4TONNEATPUMPI128AtNX2NOVA 7AKWELECTRICHEATATISETGENERALIOAD ETTOTALNEAT LLOAD REGROWTH 10% CALCULATED LOAD FOR SERVICE 37,217 VA/ 20 V- IM AMP 2D0 AMP SERVICE REQUIRED UM AULNEAKERS SERVING HABITABLE RECEPTACLES SHALLSEARC-FALATTYPE PER NEC21P12REQLAREMENTS. NEUTRALCAILUUTNIN: UGHPNG, APPUANCE, WUNDRY LOADS: 14,2113 VA 3000 VA 4P100N, REMAINDER 0 3M NETUTAD 6,949 VA RANGE: 12,000@70% 3, VA DRYER: %DD0®70% 3,300 VA TOTAL 1&"9 VA NEUTRALAMPACITY: 1d469)240= 7BA I2 AL MINIMUM NEUTRAL CONDUCTOR. PRE -WIRED CLG FAN BEDROOM 3 ELECTRICAL PLAN SCALE. 1/4' . I'-®' PROVIDE 3 2/0 CU, 1 • CU GRID Y' CONDUIT OR PROVIDE 3 4/0 AL,1 RN AL C440 IN 7" CONDUIT. (CONDUIT TO TERMWATE ABOVE SOPRT • OVEIQMANGJ 200 AMP ELECTRICAL RISER NOT TO SCALE. iltAL NOTES, CQ'ONATION A, EEL ECTRICAL MATERIALS AND INSTALLATIONS SERVICE DISCONNECT SHALL CO" MY WITH ELOCTRICAL PROVISIONS O• n SWITCH AND THE F ECIS trw w,,aM (20M). LOCAL CODES, AND ELECTRIC ALL LOCAL FOUR CO'TPANY REGISREMENTS. NITER IN NO" B. ALL CONDUCTORS SMALL BE 11 THML(FEN 3R ENCLOSURE UNLESS NOTED OnERNSE. I Mee FOUER COMPANY TRANSPORTER PROVIDE 200 AMP, 00/240 VOLT, I PHASE -� SECONDARY ELECTRICAL SERVICE. PROVIDE 3 VAS COFFER (OW N 2" DIA SCFlDULE SO PVC C0NOW OR PROVIDE 3 R4/0 ALLMRL'7 (AL) IN 2" DIA SCMEDILE M PVC CONDUIT LI'LESS SERVICE 16 PIROVIDED BY THE ELECTRIC COMVANY. COORDINATE WITH THE ELECTRIC COMPANY POOR TO INC. RNTRAMCE SERVICE EG1111'1'IGT TrAsENTRANCE S32LIITRNT INTERSYWr2M BONDING TER'GNAL AT LOU VOLTAGE COSECTIONS I RN CIA SERVICE QHRDLND CONNECTED TO eONCISETE ENCASED FOOTER STEEL FM ELECTRICAL PROVRIONS OP PSCR WHI EDITION (2d2ID) S/S" DIA X • PT LONG COPPER CLAD GROUND ROD A R C N I T! C T i 6 Grown ice» LONGWOOD, FL32750"V PH: 407-774.8078 FAX: 407-7744078 www.abdoslgngroup.Dom L AA S: 0003325 A 11 I� a SILVERAD I LOT #19 BLK #13 PROJECT 03719.00000-19131 MODEIA "2558-HAIITHORNE" GARAGE OWDTG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 2'.8' 3'-'1' 4'-5' '-91/2' 14'-81/2' NB _Li rg Ell Li �IcoN�� i --' ---� pl O ---------------- n O I I I I I I I in I I I I I I I I C I Q C I I I i L_J is r - I I I j I I I I ii I I I I ii nC-I i I I I 1 Ll II m I I I in I I I 1 I I I I I I I I I I I I I I I I I I I I 1 II 1 I I I 1 I I ul 2' VTR I KITCHEN 81NK AUTO VENT X�` • • inLA 2 3'LAAV.L V i YSFNUI� 3' 4: UTABHER Ell 0 2 TUB H6 = TO MAIN PRE-PLums - L.T. PLUMBING PLAN SCALE: 1/4' . I'-V PLUMBING RISER NOTE: ALL PVC PLUMED TRAPS ARE TO BE 'PTYPE. '8' TYPE ARE PROHISITED. A N ON ITIC TI{ R De i �n Al N. RONALD REAGAN 80 LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoslgngroup.¢om AA S: 0003325 1 94 sunDiv. ae WT. SILVERADO LOT #19 BLK #13 PROJECT 03719.00�-19131 MODEzi "2558-HOTHORNE" GARAGE 8WINO: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 9. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL SE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO MC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOR$ 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/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LIKE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -- FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 96000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC v4FL00R SLAB CLEAN —OUT (T NTF COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN —OUT (TYPN SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WS ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) OOXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA OVER HEAD • @' FROM STRUCTURE IV. NOTE ALL HVAC TO HAVE PROPER FOYER IENTRY PANS W/ DRAINS ATTICCEILINGO O EXTERIOR WALL (T,v :11, PLENUM T y AIR RETURN SUCTION AND LIQUID wjf AIR SUPPLY y REFRIGERANT LINES 6XIC AIR HANDLER EXTERIOR WALL 9/4' PVC CONDENSATE DRAIN LINEBEDROOM 4 BEDROOM 3 EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT pAN• TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER — — — — — FBCR 1TN EDITION (2020) MECHANICAL BLDG. CODE El SECTION 3M.2,4 HVAC DRAINS MECHANICAL PLAN SCALE, 1/4' " I'-C' A 8 C M IT I O T 8 Grg inn Ai N. RONALD R 1EAGAN 80 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 aysDiv. aLOT SILVERADO LOT #19 BLK #13 PltCJMCT 03719.000-19131 MODSLc "2558-HAWTHORNE" GA %AGs 6WING: RIGHT PACE: MECHANICAL PLAN 150 MPH E . B F-PRINT 1/28/21 ISCAL.S: 1/4"=i'—O" 939Lwr M1 2X4 TOP PLATE PRE -FAD TRUSS 1/2' CLG. BOARD 7 V2' DRYWALL SECURE BT. — PLATE TO SLAB W/ l0d MASONRY NAIL • 32' O.C. MAX FIN. FLR 2X4 WOOD STUDS *24' OC. GLAD NUIt: OIUV* IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IV O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a)TYP. INT. WALL NON-BRG. 21 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET ONI, SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- •5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'"I'-C' 5/8' GYPSUM BOARD OR IR' HKsH STRENGTH CLG. BOARD BP SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL m. PER ELEVATION TYP. ON. R-4.1 INSULATION —� WINDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS • 24' O.C. 8' CMu 1/2' GYP. ILL. �— WOOD RASE------------- 0'-0' FIN. FLRj _ d . ti. a a 4 W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FSCR SM.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IF!' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n< B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR 4 1-STORY HIP BLOCK WALL 4:12�A (2)LAYERUNDERLAYMENT D1 SCALE' 3/4'.I'-V SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 v I1 4.i 4!4�i :�i�iTitiTiT•ATiTiTiTi�ilOi' rcm mUNE THRU BLOCK OW O TO FLL FIR u. R1GL woo FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT SNGECURE W/ (2)12d NAILS AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING Zx BLOCKIBETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE STIFFDACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS 5' PRE-ENG WD. TRUSS Zx FASCIA PER MAX ELEVATIONS O• VENTED SOFFIT PER ELEVATION WALL SHEATHNG CONT. 2x RAT MIN SECURED PER / THICKNESS AS PER STRUCTURAL DETAILS / SHEET GNI. SECURE PER SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE NSULATION R-VALUES ON SHEET 8NI PER ELEVATION PRE-ENG. GABLE TRUSS 5/8' GYP" BOARD OR 1/2' HIUH STRENGTH CLG. BOARD WEEP SCREED 2x P.T. SECURED STRUCTURAL DETAILS 1/2' THICK, 2 COATy— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLP-JI a, Cmi 4: n W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or- 1/2' GYP. WL. BD. WOOD BASE FIBER-A88 8WWxL.ES WITH UNDERLAYMENT AS PER FDCR W511. 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 SHEET 84L PRE-EWX GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Cm 0-0' FIN. FLR n NOBALL SECTION OPENING 5 1-STORY GABLE BLOCK WALL 1 SCALE, 3/4'.i'-O' A E B N I T! 6 T= Groin" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-774.6078 FAX: 407-774-4078 www.abde•igngroup.com AA #: 0003325 �NIIII, anNn, atrBDiv & LOT: SILVERADO LOT #19 BLK #13 PROJECT 03719.00�0-19131 HODRIA "2558-HAIITHORNr GARAGE DWING: RIGHT PAGE: DETAILS 150 MPH B mm F-PRINTDATE: 1/28/21 aCAi.E: 1/4"=l'-0" 8mmET D1 Im 2X6 P.T. • CENTER OP DOOR HEADER WUlRED W/ (1) 1,12' X V J-DOLT III/4' MIN. @10EDI'EW UV 2' X 2• X VS' WA6FER 4 NUT opt W, (2) V2• X s' ANDFIOR OOLT6 W/ 2' X 2• X VI• W48FER 4 FRUT m m 6EOJR$ 2z4 ON PLAT TO SIX goPLAT MASONRY NAILS, 2X6 GARAGE 1 OORK &ECU" V2 X S' J•BOLT oR ANCI qR m SOLM UV 4' MIN MINEDMBR. UV 2' X 2' X V6' U AGNM 4 NUT. (V IUT14IN V Or TOP, (V WITHIN V OF THE ISTM, (3)EVENLY SPACED. m m m m m m NOTE& ALL ANCHORS SMALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION M67RUCTION5 WMERE SUCH IN6TRUCTIOM6 ARE MORF 6TRM MNT GARAGE DOOR t BUCK ATTACHMENT 3 4C/L6 yr-rr S' CMU V2' DRYWALL U.4 P.T. OR e/4'X4' MIL SEGUE THRU FRAME 4 ❑ IN41 EXTEND 1-1/4' INTO P.T. NAILER BLOCK W/ SAW TAPCON& DOOR CASING MIN. GNANK SIZE14D MN. MEAD GUE 300 MN. EMBEDMENT 1-114' WITHIN V OF EACH END DOOR JAMB OR WIDOW 4 18' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" a WINDOW TO BLACK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W/ 3/16' TAPC 0 MIL SHANK elffi .14e MIN. HEAD 61ZE 300 MIL EMBEDMENT 1 1/49 UNTHIN V OF EACH END 4 IW O= MAX SPACING 2X6, m SEGUE TO BLOCK W92) 3AW TAPCCN6 (MIN. ON" SIffi Joe MIN. HEAD SIZE 300 MIL EMBEDMENT I V4') e. cm WITHIN V OP EACH END 4 W OC. MAX SPACING. IW DRYWALL 2X& 1=1 1'X4' SECURE TO BLOCK P.T. NAILER WW2) NIS' TAPCONG DOOR CASING MIN. SWANK 612E J45 MIL HEAD SIZE 300 MIL EMBEDMENT I V49 WITHIN 6' OP EACH END 4 M' OC. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 041M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" r.N-M01I TO BLACK +1 1/2" 2X4. m SECURE TO BLOCK UV 146' TAPCONS (MIN. SHANK SIZE Joe MN. MEAD SIffi 300 MIN. E'BEOMENT 1 V41) WITHIN V OF EACH END 4 IV OC. MAX 6PACNG 2X6, = GEOJRE TO BLOCK W/(2) 3/16' TAPCONS MN. SHAW GIffi J46 MIL HEAD SIZE 300 MIN. EMDEDMENT I V4•) g-Ir U3T14N 6. OP EACH END V cm 4 IS' =MAX 6PACING. �' DRYWALL 2X& ® o SECURE TO BLOCK PX4' IlVf2) b/IS' TAPCOFN P.T. NAILER MIL 614ANK SIZE J46 1Ab' OA1e. X 4' MIN. MIL HEAD SIZE 300 MIL MMWZX l!NT 1 V49 DOOR CAGING UTHN 6' OF EACH END 4 IS' C.C. MAX 6PACNG DOOR JAMB OR WIDOW ATTACH TO 2X PER MANFACTJRE6 DETAILS. NOTE, S 4M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +1 15/16" r,11LBQD011 TO BLOCK +1 15/16" 2X4, SECURE TO BLOCK W/ 3/I6' TAPCONG MIL SHANK SIZE Joe MN. HEAD 612B JIM MN. E"BEDFE4T 1 1/4') WITHIN V OP EACH END4 V orMAX 6PACING. NOTE, STRUCTURAL 2X MUST BE 2X6, = ON OUTSIDE 4 SECURED GROUPS TO BLOCK TFNROUGH NON-STRUCTURAL WK2J 3/16' TAPCCK 'A' TAPCON MIL I-V4' MN. GNMK 61ZE A&EMBEDMENT INTO BLOCK MIN FEAR SIZE 300 MIL EMBEDMENT 1 1/4" S9i— WITHIN V OF EACH END V c'1U 4 W Or- MAX 6PACNG In' DRYWALL 2X& ® ❑ SECURE TO BLOCK 1'X4' WK2) 3A6' TAPCOM P.T. NAILER MIL &114w 6120 jo DOOR CAGING MIN HEAD 61M 300 MN, EMBEDMENT I V49 UT14IN S' OP EACH END 4 W' OC. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, 6141M A6 NEEDED TO FNJJ10 JAMB (00 NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" y 11IND01E TO HACK +2 1/4" 2XM ME SECURE TO BLOCK W/3A6'TAPO" (MIL 6WAHK SIZE J48 MIL MEAD SIZE 300 MIL EMBEDMENT i V4') UTHIN V OF EACH END 4 E' = MAX SPAEN& 2X4, V0 Grimm TO BLOCK W/ V4' TAPCONS (MIN. SHANK SIZE J4e MIL MEAD SIZE 300 MIL EMBEDMENT 11149 WITHIN V OF EACH END 4 W O.C. MAX 6PACING 2X6, m 2X6, = SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCONS WW2) V4• TAPCONS (MIN. (MIN. SHAW 61ZE J45 SKOK SIZE 146 MIL MIN. HEAD SIZE 300 HEAD 61M 3" MIN. MIK EMBEDMENT 1 1/49 W-MEOM194T I V4•) UTHN V OP EACH END 4 UPOr- MAX SPACING S' CM WITHIN V CF EACH END 4 WOr-MAX 6PACNG, S, ChR! ❑ 1/2' DRYWALL U2' DRYWALL SECURE TO BLOCK I' GECNE TO BLOCK I'X4• WW2) 3/16' TAPCONS P.T. NAILER UI92) V4' TAPCONS P.T. NAILER (MIN. SHANK 612E Joe DOOR CASH MIN. SHANK affi JO uk MN. HEAD SIZE 300 MN. HEAD SIZE 900 1/16' OAM X 4' MIN, MK EMBEDMENT 1 V4•) MN. EMBEDMENT 1 V4') WITLlIN V OF EACH END UTHN V OF EACH 00 DOOR CASING 4 W Or -MAX 4 w or -MAX 6PACN2. DOOR JAMB OR WINDOW DOOR JAMB OR MOM TO TX PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, GWM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" OinRnn�'rn arnr�in• 2X4, ME SECURE TO ]BLOCK UV 3AV TAPCON& MIL SHANK SIZE J4e MIN HEAD 61ZE 300 MIN. EMBEDMENT I V49 IWTHIN V OP EACH END 4 UY O.G. MAX 6PACN4 2X6. 6ECRE TO BLOCK IlW2) W6• TAPCOM MIL SHANK SIZE J46 MIN HEAD 61ZE 300 MILL EMSEDMENT I V49 UTMIFN V OF EACH END 4 W OC. MAX 6PACN& 2X& m SECURE TO BLOCK W92) 3/16• TAPCONG (MK 6FWNK SIffi 14e MIN. HEAD SIZE 300 MN. E ISIM ENT I V49 WITHIN V OF EACH END 4 W OG MAX SPACING. NOM, 6TRUCTURAL 2X MUST BE CN OUTSIDE 4 6ECURED THROU614 NON-6TRUCTURAL MW TAPCON MIN. 1414• EMBEDMENT INTO BLOCK. V qcm VZ' DRYWALL P.T. P.T. NAILER Q r DOOR CASING NOTE, 6HM AS HEEDED TO P'LI3'0 JAMS, (DO NOT EXCEED 1/49 2ND 2X SECURE TO 6TRUCTURAL MISER WK2Ad OT14IN V OF EACH END 4 6' TO S' O.C. MAX DOOR JAMS OR WINDOW ATTACH TO 2X MR MANFACTUES DETAILS, DOOR JAMB TO BLOCK +3" O*rND03 m RLQCK an^ NOTE, 6MM A6 HEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" � W TO BLACK +3 7/16" 2X4. ME SECURE TO BLOCK W/ V4' TAPCOM (MN. 8WANNK SIZE 146 MIN. HEAD GIZE 300 MN. EMBEDMENT I V4') UTI N V OF EACM END 4 B' OC. MAX SPACING 2X6, ISO SECURE TO BLOCK WK2) V4' TAPCONS (MN. 6HAlK SIffi 146 MIN, HEAD SIZE 300 MIN. EMDEDMENT 1 1/49 WITHIN s' OF EACH END 4 b• OC. MAX 6PAC&r. 2X8, SECURE TO BLOCK WK2) 1/4' TAPO" (MN. 6"W 612E Joe MIN, HEAD SIZE 300 MN EMBEDM w 1 V4') WITHIN V OF EACH END 4 15' O.C. MAX SPACN& NOTE, STRUCTURAL 2X MUST SE ON OUTSIDE 4 SECURED TMROW.H NON-6TPIUCTURN- 3/16' TAPCON MIL 1-V4' EMBEDMENT INTO BLOOM L�1 s• CMW V2' DRYWALL El Iw P.T. NAILER L� I'P.T. X 4' MIL I�•J'� r- DOOR CASING NOTE. SHIM AS NEEDED TO PLU'IS JAMS (DO NOT EXCEED V49 DOOR J.M IS OR WINDOW AITACM TO 2X PER MANUFACTURE& DETAILS, DOOR JAMB TO BLOCK +3 3/4" H O1/ TO BLACK +3 3/4" A 2 C N I T■ C T 8 GroL ion 14i N. RONALD REAGAN BLI LONGWOOD,FL32750 PH: 407-774-6078 FAX 407.77"078 www.abdo34gagroup.com AA S: 0003325 eLJ1sDIV. !e LOT SILVERADO LOT #19 BLK. #13 PI40JlECT 03719.00�-19131 MODEL: "2558-HAWTHORNE" OA1tAGE 8VnNG: RIGHT PAGE: DETAILS 150 MPH EXP. B NO RlNT DATE: 1/28/21 1NCA=.- 1/4"=1'-O" SHEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLB MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1147391 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 21473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 LU7264 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 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 30446.1 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 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 308W2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 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 W31/2021 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 17676.10 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-R5 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/32/2024 15076-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 22/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/32/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R 6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 2395S.1 THERMA-TRU EXT. DOORS 6'-8" 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/SIDELTT£ 2020 FBCR 12/31/2021 239S6.5 THERMA-TRU EXT. DOORS V-0" SWINGING EXT. DOOR w/SIDELTT£ 2020 FBCR W31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758-R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216-RB OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-RB JAMES HARDIE BOARD SIDING 2020 FBCR 22/31/2023 13192-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-R5 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-R5 JAMES HARDIE BOARD SIDING 2020 FBCR 12/32/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 A R C N I T R C T 8 6 GrDesign 1A41 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdealgngroup.00m AA Il: 0003326 aU80M JJg LOT: SILVERAD I LOT #19 BLK. #13 PROJECT 03719.00t-19131 MODEL: "2558-HAWTHORNE" OARA0Z SVFMO: RIGHT PADS: PRODUCT APPROVAL LISTING 150 MPH EXP. B DR �A1/26/21 SCADS: 1/4"= f- 0" a*== D3 PIR<FOR'ED CONTROL JOINT'S PLANSE OF CONTROL JOINTS 7d NE WRED TIED TO LATH • 6' O.C. MAX (VERTJ. NOTF, DO NOT FASTEN CONTROL JOIN TO WALL EVE( IF 67M EXISTS BEYOND EXCEPT STAPLED WV W LEG MAY NE USED TO TEMP. PASTEPER• TO NC GRACE[ 4 T' OG. MAX VERTICALLY I r TMIQC 3 COAT CEMENT \ PLASTER URN LAYER RI, PORTIFINER BUILDING PAPER APP 0DYM METAL LATH PAOT04ED 01' (VERT-)O.C. MAx AT SUPPORTS UM LAYER 9. STUCCO WRAP WOOD 619ATMMG WArElEm LATH SMALL NN CONTINUOUS n8S0U*A4 JOINTS NUT NE STOPPCD TIED AT lL4CM SIDE. PROVDE 2X4 BLOGKRIQL PER AGM CIN63 PLACED PLAT MAX. 6' TO S' FROM CONTROL JOINT WEN \ CONTROL JOIN FALLS ON FASSTTE•ERS FOR LATH TO NE NAILS OR- i 6TRUC71RA1 STUD STAPLES IN COMPLIANCE W ASTM CIN63 2. WRE TIES TO BE (ND. IS) WA416' WRE / S. BLOCKING SMOUN MAY BE M ADDITION \ TO WALL STUDS REOWREO PER PLAN O"M" TYPE CONTROL JOINT OLFOLD NRYO.PI.A O LFOLD ►ZWM•P(.A ®� 2. cwAN . Pr.0 F �4. NOTE, APPROVED BUILDING URAP SMALL BM LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL Emb) N &' • MORIZONTAL LAPS. ALL SCAMS PEED TO WE TAPED W1M FORTIOER SMEATMINQ TAFT / P nN L.M • PSTAL LAM \ LATH VERTICAL LAP TO ME I• n n--rn FETAL LATH IT I Ulm LAYER 9. STUCCO WARAP • nM SaSL / I URN LAYER 4, FORTPINER �DUILDMG PAPER �/ I I I R LAP 2 SCALl.'I vJ••I'-C P — LAM LAP' Y — ALL LAP mm SIDE LAPo OF METAL PLASTER 1546E6 SMALL WE SECURED TO TIIEY SMALL BE TED BCTWEEN SUPPORTS WTH CAR416-K (121-MIN) WIRE AT INTIARVALS NOT MORE THAN V (220-IMMA AS PER ASTM CW63. QKIC KO UT FOR REI ,A„tOF,E„Rb IN USES LAYERS, TEARS DETAIL MAY CE: PATCHED U4NOU6E 9b1P TARN PER MAMP SPEC OR PEEL A STICK INSTALL FASTENOI6 (CLIP&: STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WRE TO PRAT' NS UM LAYER 7, I'OISTPBDlR NUILOINS PAPER METAL LATH 6'x6' SELF-ADMERINC MEMBRANE K-46MM6 OVER 4'x4' SELF-AD44ERM6 MEMBRANE PLASMMG OVER APPROVED NOUN WRAP. 4'a4' SELF-ADWER10116 MNI'ORAM K-ASMING OVER APPRDVED Noun WRILP. R-A641M6 to EXTBI0 ONTO PIPE I' THICK 3 COAT CEMENT %' COW. MAD OR SEALANT PLASTER INSTALL APPROVED MOIEIURAP AIR METAL LATH INFILTRATION BARRIER OVER URN LAYER 4, FORTPINER SPEATMINO BUILDING PAPER ELASTOME NG COATING OVER STUCCA/ WALL SECTION) WOOD 6LEATMRLG SECTION PER SECTION RMT EtlAerMom m� — use W.—nt pb bar Po1Uena; Mal comply, Mh 9n sppli.00 requiran .ms o1 ASTM C 928-18b. Installation of.M.nor l.ihkp.nd tran*V "It oonoy wit ASTM C 1083-19a, or ASTM 1787. WOOD STUDS SMEATHMG - Lli2lir 4'x4'SELF-ADNERINr MEMBRANE PLASNMM (COMPATWI-E IW MOUSE WRAP MATERIAL) Ova" APPROVED NOUN WRAP. PLASMMa. TO EXTEND ONTO IMPS 1. OR LESS PIPE CUT WOOD SHEATHING OL P"NN11C • ' a ' L HOLD NMIp . R. A l�,- OR CML, acIWAN.PCN v 2.CNINS r.s -- WRB LAYER 01, N.OWNS."..c s.COWAN .PT.c '7' STUCCO WRAP (FRAME ONLY) A TOLD PT. C OMR PL mD Pr.0. OU040 ® THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) O° METAL LATH (FRAME ONLY) ® ® ® LAP WRIS 4 TAPE OVER n =o ROOF/WALL SCREED NAL P". L74 bw GUT. i' THM 3 GOAT OB'ENT Z 5'XS' 'L' TYPE CONTINUOUS PLASTER MWOU, VY TCDAT F GALV. METAL FLASHING CWWNT PLASM(CPW Z (NAIL TO ROOF DECK, NOT 00LAYERa,PORTPWOR WALL SHEATHING) dlILDSNS PAPER (IIR.Y! ON.T) CAP OweLOUto INSTALL�1�TH ROOF CEMENT L eTllceo WRAP(InR�N ortn LAP LAYW OF WIRAHS ~ WNs ILAILILS MANN, STOP c �I ROOF CEMENT 3aPALLnAWW y I ROOF PER ELEVATIONS .XR-OIO M.AOWM6 (M A' COTAL) \ 2 eA:aL N•TAu 1Wxart 014" WT AT =I" OF POQ s 5) T/ L" FLASHING N.T.S. ■l 4• f\, LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16" ZIP WALL SHEATHING 6'x6' SELP-ADMERM6 MEMBRANE FLASHSG (COMPATIBLE av HOUSE ILRAf• MATERIAL) OVER 4.4' 6ELF-ADIEIMPa MEMaARME PLA6H1142 OVER APPROVED HOUSE WRAP. FLA6FIIN6 u EXTEAQ7 ONTO PIPE CUT AND OVERLAP ONE 610E OF SELF-ADMERM MEMBRANE R.A&MM X—X—X—X SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / ASTM C-64-1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A N C N I T E 6 T 8. GMu0n 41 N. RONALD REAGAN BL) LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 ounDiv. as LOT, SILVERADO LOT #19 BLK. #13 PROJECT 03719.0000-19131 3[ODEIA "2558-HAWTHORNE" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B BACKER ROD I I I I I I BACKER ROD 1 WRB LAYER q, STUCCO WRAP -INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHIAUST, SEMENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES. 3. TOP —VENT CAP IS TO BE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. -E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS - APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDESAC CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior latltka ind dasb ina Exterior use of portiand cement plaster shall comply with the application requirements of ASTM C 926-18b. Installation of exterior lathing and framing shall comply with ASTM C 108319a, or ASTM 1787. -HOODED VENT - 1' THICK 3 COAT CEMENT PLASTER -METAL LATH �— WRD LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT((FRAME) D SHEATHING LAYER h, CO WRAP LAYER -2, FORTIFIBER PIING PAPER WOOD — 0"TUCTION —METAL LATH 8' Cm VINYL CA61NG BEAD 6' RAISED SAND x' TO 11' MID.urALL ne:se ar�n 6' WDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY SEPORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1!6" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'CHICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANIF. SPECS.J BUILDING PAPEI UNDER 'GM)ICK I"L.ASF A VENT PENETRATION SCALE: N.TA ELEC. METEF VERIFY LO Nr�Gfi IV I�C"..CIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD y\ VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER 3 COAT CEMENT )s' TO K' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 7, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT 9 EMBRANB _ BOX, FACE EDGE CUT SUCH NO M ENTERS APPLY TO WOOD SHEATHING LAYER 'I, STUCCO WRAP LAYER 9, FORTIFIBER BUILDING PAPER METAL LATH WOOD VS' TEXTURED CONSTRICTION .�FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • V O:C. MAX v CMU ]IL' TO x' MID -WALL WE[P BCHIEED .,� 6' WOE STRIP SELF ADHESIVE FLA64MG, CLEAN .; MASONRY BEFORE APPLYIG V — FINISH • MAGO W HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 8' WRB LAYER 01, STUCCO WRAP WRB LAYER ry, STUCCO WRAP APPLY 60 MIN ® SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER "'2, FORTiFIBER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL OVER 60MIN e.e.a SECTION) GRADE 'D' METAL LATH FELT -PROVIDE SEALANT AT ALL a JOINTS AND INTERSECTIONS STEP #5 STEP Oro n ELECTRICAL RECEPTACLE A RON I T! C T t Grou0n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 wwwAbdeslgngroup.com AA N: 0003328 ,amm. BUDDIV. & LOT: SILVERAD I LOT #19 BLK. #13 IPROJZCT 03719.00-19131 HODMIA "2558-HAWTHORNS" GARAGE SpIIBCII: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH V2k. B .I�s•11.1 DMNT A!M- 1/28/21 scALE: 1/4"=1'-0" SANEST WA2 WOOD SHEATHIN WOOD —� CONSTRUCTION 311' HAT CHANNEL 'TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M, STUCCO WRAP i' THICK, 3 COAT CEMENT PLASTER WPM LAYER M,__y ST66-W911CUCCO WRAP � �v AMICO AM-T80 CUSTOM CASING DEAD NO GAP N FIELD ISHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL. @ CANT. SCALE- Exr. uOm PRAMEC WALL WRB LAYER 01, Sm-FLOOR PROci G STUCCO WRAP WPM LAYER 4, FORTIFBER PRE-ENG'D Tmm 15UILDI PAPER }' THICK, 3 COAT CEMENT II ^T EARNER 0 R RLSI ER -1 PLASTER URATHER RESISTIVE 6' SAP. 6 TOP OF WEEP SCREED DARIEW 4 TO SHEATHING BEHIND WEEP SCREED HO3 COAT GRIM FLAA4' POSITIVE DRAIN w9ge lcam METAL LATH - --- WOOD 64EATHRJG— I EXTEROR GRADE 6' SELF.ADHEPEIWA DRY WALL FLASHI WRAPPED '`,% • TOP OF WEEP SCREED a• F1061TIV! oleaN COAT C ` TO 6WEAT14M BELOW ugEp Ewm CK3 WIS LAYER h, 1� NO QAP IN p=-VINYL G STUCCO WRAP (OWOIIN FOR CLARIFICATION OF i SEPARATE ACCESSORE6 ONLY) yC WRS LAYER 7, FORTIFIBER 1 BUILDING PAPER , 6'SELF-ADHEREI / FLASHI Wl,APPED . • COIBJER OF CANTILEVER NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL FINISH W/TEXTURED t PAINTED ' i' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL WVTEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL GOI/JER DEAD VINYL CASING, 11 RIP EDI WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER 4 k THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON •WEATHER RESISTIVE BARRIER 9 AEATHER RESISTIVE BARRIER 4 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHI HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @ 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 1 STICK) METAL GRIP EDGE SET IN FULL BED OF 6' PEEL t SEALANT.)i' MIN. STICK • DRIP ` SPACE FR DRIP EDGE TO \ FACE TO TREX DECK CONrtINuoua WATER PROOFING bt'\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — C4NTILEVER 6' PEEL 4 STICK • ORR EDGC TO DECK—, FILLER V GAP FOR DACKE1 / ROD 4 6EALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 5W TYPE 'X' DRYWALL UVTEXTURED 4 PAINTED FINISH i' T WICK. $ COAT C0'EN VINYL CONINER PLASTER MPAD - VINYL CASING DEAD Y; GAP FOR BACKER ROD 4 SEALANT WEATHER RESISTIVE t BAP IER q .. BIER �S18TIVE 'Ar..� DECK MEMIMIANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP ED" SET IN FULL BED OF BEALANT.)j' MIN. SPACE FROM ORIP FACE TO TREX VINYL CASING DEAD WATER PROOPNG lot LAYER (2 LAYER PEEL a STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE DARNER BALCONY DRIP 11 EDGE INSTALLATION N OF ONLY) r% Y; GAP FOR BACKER ROD 4 SEALANT — VINYL CASING DEAD . WATER PROOFING \lot - LAYER (2 LAYER PEE A STICK) XU N SHEATHING FATHER RESISTIVE AR\RIER 9 BATHER RESISTIVE 4RRIER 7 -EEL 4 STIFK 1 NN'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF 6EALANT, )P MIN. SPACE FROM DRIP FACE TO TREX 0 Y; GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED SO 3/4 RESILIENT MAT CHANNEL S/6' TYPE 'W DRYWALL WREXTURED a PAINTED FINISH 2' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 42 EXTERIOR COLUMN COLUMN BtEATHI �6' SAP. -I Wx3' 'L' FLAaHI 'FULLY EMBEDDED IN ROOF CEMENT I)6'X3'26GAGALV METAL DRIP EDGE SET IN FULL BED OF SEALANT,1i' MR SPACE FROM DRIP 'FACE TO TREX WATER PROOFING bt LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM SALC40NY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN n�tan w-ecs:n DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1ro' ZIP WALL SHEATHING 5ELF-ADHE5IVE FLASHING - - - - - VINYL CORJER DEm J / (SHOWN FOR CLARIFICATION OF L BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE. NTS WOOD SHEATHING WRB LAYER 9, STUCCO WRAP 2x REAMING MEMBER j' THICK 3 COAT CEMENT PLASTER WRB LAYER R, FORTIFIBER f�E@' 2EA2 BUILDING PAPER\ FASTENED TO BFIEATHING • I' OL MAX S METAL LATH s ~ WO LAYER OL i' THICK, 3 COAT CEMENT SWRAP PLASTER WOOD 6HEATHI METAL LATH WSELF-ADHERING FLASHING I VI WRB LAYER R, FORTIFIBER 15UILDI PAPER 14A CORNER BEAD ® FRAME DRIP CAP k 2 1/2' CORNER BEAD (FASTENER 4 SPACING ® I' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/ ,� 7��CORNER BEAD � BLOCK WINDOW FLANGE VIEW FOR CLARITY) WRB'LAYER q, STIACCQ WRAP WRB LAYER 021 FORTIF15ER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE 1L 15B CASING BEAD ® WINDOW ( FRAME, NO BAND A R C N I T R C T O 6 Ggn rousi Rea 1441 N. RONALD RFAGAN SLN LONGWOOD, FL32750 PH: 407-7745078 FAX 407-7744078 wwwmbdoeigngroup.com L AA M. 0003325 BUSDIV & L,OT SILVERADO LOT #19 BLK #13 PROJSCT 03719.00�0-19131 MODELA "2558-HAWMORNE" GARAGE STYINO: RIGHT PADS: WALL ASSEMBLY DETAILS 150 MPH E B i V j I DRATTE: 1/28/21 SCALE: 1/4"=1'-0" SHEET N. WA3 WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRIS LAYER n, FORTIFIBER BUILDING PAPER -� !METAL LATH a' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED CASING BEAD VIEW FOR CLARITY) WRB LAYER N, STUCCO WRAP WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 42, FOMRTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE ' CASING BEAD C) WINDOW 15C (FRAME, W/BAND) METAL LATH Yi GAP TYP i' THICK 3 COAT CEMENT CASIMG BEAD PLASTER TO TRIM METAL LATH TRIM IX TRIM MEMBER e TO SIDING TRANSITION WRB LAYER 42, FORTIFIBER BUILDMG PAPER SIDING-7 WOOD SHEATHMG U".= I-"''' °1% �' \ \ WRs LAYER ■I, STUCCO WRAP STUCCO WRAP `-- CASING 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 18 Q�p_ (CROSS SECTION) ulooD eMEATMr� WATNIM DARPMER � MenE v MAAI THEEIR McI&TIVE %X TIREVELA� eIDN6 / �' / \ ,'FLAWULF-ACHMMING RPLA244 6-ADMERIHO < ` WEATWElt M6IerI%E WARTGTMP ' \\ \\ a BAMR�&I&TIVE EMN \�� y AR.Aon eFNHo•I,pHIRRdO \ _ — 6ALVD PETAL •`'ALV0eMaMAL I W FLAeMI!IG I TFUM °�PEPIenDEIe o ;R, pio mCR � � ' '•, AL OAP U AMALLKNG OR APPROVED GRALANT MASM SIDING TO STUCCO ® BLOCK TO FRAME �1 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.I / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 42, FORTIFIBER RE °� BUILDING PAPER i .; WRB LAYER 01EAT WOOD "7— °R THICK, 3 COAT CEMENT , ! STUCCO WRAP M81 RR s!er!rE— I&APSt PLASTER ; BWATH�ER M&I&TWE - WRB LAYER 02, FORTIF15ER xMIX APaD&r. i BUILDING PAPER VINYL ANGLED CASING BEAD &' SOLF.,�Old. — FLARMM 34 METAL LATH VINYL CASING BEAD i &TARTER eTRIP— THICK, 3 COAT CEMENTOR— CEXPLODED VIEW FOR PLASTER CLARITY) &ALV'D rcrAL- CASING BEAD ® RAISED � MER&I� BAND (FRAME) TM�W WT DEAR 14M M"TIVE Sr I I/2' ■ I'-0' uEAnER RE&lerP� BARItlER 4 1 I UEATM SAFM 6' MK OF \i � I .:*' SIDING TO STUCCO ® FRAME TO FRAME TRANSITION �— FL M-ADV#RR16 UEATMER RE81eTIVE SAMER 4 TO LAP \ •' MrL ABOVE TOP \ OF •r FLAOMM 0 41"M �slenE v AFATHM 6 1�&I&TIVE SAFIRM ImA:l rpom IRieleTlvE BR BACKER iRM)i WEATHER RE&I&TIVE BARRIER ■I LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME WRB LAYER'"!, FORTIF15ER BUILDING PAPER E2BEAD VINYL CA (W/V&' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (v' SELF ADHESIVE FLASHING SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE a BUILDING WRAP BUILDING WRAP 16A)EZ BEAD WINDOW CASING A7GWOMUO. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774�078 FAX: 407-774-4078 www.abdeslgngroup.com M: 0003325 BvsDIV A. LiOT SILVERADO LOT #19 BLK. #13 PROJECT 03719.00 —19131 MODEf c "2558—HAWTHORNE" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 EXP. B FEB r-pmNTDM i/28/21 8CALE: 1/4"=1'—O" SHEET WA4 F".0 CUT HCUSEWY HOIAN4 1UCK R AT N' ANOI.E A! {EAT MOD/@D -I- CUT IN woAr~ LK Q OF"" I I" N At. A ploomm HOUSE~ OVER NEAT14M OVER UD STUD WALL SLOP! STEP I AT RAXI M RASHNS /7\� Do NOT SEAL OOTTOM --� m STEP 6 ALIGN PAS " w NT. EDGE OF SILL MO. rCCHANICALLY FASTEN FAMED BOOM ICAP W14", STAPLES) NSTALL DUPONT RA7alRAF AS T P AWM AT i4N E7E AM"VE - MOLE FAO" An ow CM ECTO•YRAP so") WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS ATLY ON "(O EQUAL) /EALANT . AID APKII110 FL GNM (LAW-0 WINTE-DEAL RC -SS m Ec7LAI A SLOPE SILL TO EX IT N! TM C 0WACTOM RR8F10NmmTY TO VERIFY THE OMWATI1111LIT' OF ALL PRODUCTS NCLUDNa HCWEYRAP, SEALANTS / SELF-ADFERRtl MA914M MATERALS USED DINW4 COPSTRN:TIOR 7. POTALL ALL MAMMALS FM MUNFAC7INVRS WRTIlN /KCI►ICATI" MEMbOL IEALANTO MAY IIACT ADVERSELY F NOT ATELE. EAN AND SEAL JAMB TO SILL JONT6 WITH DOIU Ilft FOLLCUIM COMPLETION OF EMERIOR RETROFIT WOW, REPAIR SCHEME SHIOUN SHALL BE IMPLEMENTED AT ALL WINDOUD WITH EVIDENCE OF WATER NTRISION BELOW THE WINDOW oPENSN.'" AL NTERIOR PERIMETER OF WNDOW WITH SEALANT LTHE CONTACTORS IEOPQ/NdLTY TO VERFY TE CO PATIOILMY CF ALL PRODUCTS NCWDN6 SEALANTS A OW-AdERN7 rLASNN6 MATERALS USED DURNO CONSTRUCTIOL 7. R.ASHNG AT EXTERIOR WNDOWS AND DOOR OPWN®8 SWILL K NBTALLED N ACOOICANCE WTI MANPACTNlRS SNTALLATION NSTMICTIONS AND APPROVED METIOD U OF FOC RIMAJ U N ACCORDANCE WITU FHESTRATION MUINJ'ACTNRRY NSTALLATION AND FLASHM SETRN:TIONS. WAR1tlPu SEALANTS MAY REACT ADVERSELY IF NOT CO PATIOLE. WALL FLASHING INSTALLATION �1PET AIL (MASONRY) 1 J SCALG 3)IS'.I'-O' A 1 6 N I T 1 6 T I 6 Grow I �n 1441 N. RONALD REAGAN BL% LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407-7744078 www,abdoWgngroup.com AA N: 0003325 eUDnIV. & LO SILVERADO LOT #19 BLK. #13 PROJECT 03719.00—19131 MODMI O "2558—HATMORNE" GARAGE 8WRAtG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 H FR. B [FEB X6WO31I mm F-paurrDA 1/28/21 ECALE: 1/4"=1'-0" 81MXT WA5 \� NOTE: NOTCH FOR 2X& SUB BAND ONLY ®ELEVATION ®FLAN A 2x6 SUB-BANb W/I'x4' NOTCH i END, WRAPPED IN PEEL 4 STICK METAL FASCIA UAeAP DRIP EDGE I\ 1/0' TEXTURED I \ FINISH • WOOD J \\ 2X6 8U6 BAND 1/2' TEXTURED \ "\ FINISH 0 CMU \ METAL FASCIA \ © PLAN 8 WRAP 4' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) 1/8' TEXTURED FINISFI • WOOD, E TEXTURED FIN18H • cm METAL LATH UJOOD BREATHING OR cm WRB LAYER 01, STUCCO WRAP(FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFMG CEMENT DRIP EDGE METAL KICK OUT `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH WOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/1'x4' NOTCH e 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 a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-C' SCABBED TO TRUSS W/12d NAILS &'-0' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x � x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL® WALL W/KIC K- 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/I14'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT a 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 or - DRIP EDGE 2x SUB -BAND W/t1i'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY A 1 C N I T 1 6 T i Grousi In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327B0 PH: 407-7746078 FAX 407-7744078 www.abdeslga up.com V. AA •: 0003325 8 r 0 L' 3Tj avaa><v ae ><'o-r SILVERADO LOT #19 BLK. #13 PROJECT 03719.000-19131 MODEI1 °2558-HAWTHORNE" GARAGE 8WMG: RIGHT PAGE; WALL ASSEMBLY DETAILS: SUB -BAND I5 H . B 73'-W' , 4" 53'4" 294" IV-10" 20'-1" T4" 6'-11" 28'-W 25'-4" 5'-0" 2T-Y' 014. TOP OF 4 SLAB Y — — — — 4" CONC. — — — — — — FW18X18 — — = — — — R _T— — i — — — — FM-18X18 — — — — —;,� — — FMC-18X18 SLAB 4 1 ;; "+ -31/2 1 w I 2 O-FE L — � b LLI I LL I 4 4 , 2' FM-16XIS ` SLOB -3 1/2 + I N l0'-0" I m _ 3 1l2" " $ 6'-7" _ r SLOPE 1/8" �, co ,SLOPE tl PER FT. I I 'x P ER FT. I ( EXTEND14" CONIC. IL I SLAB 1 1/2'. SLAB+a 15 �OOF ( 9,_0« ——II LL SLAB 13'-0" 1.1 4" CONC. I- d 3 SLAB I �' zv14- - — 4 iv CWC-12X12 EXTEND SLAB 1 1/2" EXTEND 3'4" 7'4" SLAB 1 1/2" ao < I~ I aQ X 8.$« LL 6.4« x N FM-18X18 1 - °' ILL II 1 T.8" - II II ," PVC CHASE I M ;T FOR EISELA D .I b II� I 'IIFM-16X18 1.1 1.1 FM-16X18 "a QT V-0" O/C MAX., TYP., UNO 3,4« 30'-9" 32,_9« 8'-2" 75'.0" SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 616 Wl AIW1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG FM-t6xl8 16" CONTINUOUS 1B' - (2)#Vs FMC-1Sx18 16" CONTINUOUS 16' - () 's 051N CURB VARIES CWC-12X12 17' CONTINUOUS 12' (2) 'e 's - . a'.0" TE-1 8" SEE PLAN 8" - 's #5 IN CURB b '-0" F-24x24 24" 24" 12' s + '-0" 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 + V-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/7' 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER § OF SLAB SUPPORTED T-0" C/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 R 6 N I T 1 C T 8 GftInm 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-77443078 FAX- 407-7744078 www.abdesigngroup.com AA #: 0003326 amm, SUDDIV SILVERAD0 LOT #19 BLK #13 AROJi7CT 03719.00t-19131 MODEIs "2558-HAWTHORNE" GAlsAGM 8WINCi: RIGHT PAGZ: FOUNDATION PLAN 150 MPH E . B FEB DRINT ATs". 1/26/21 8cwta: 11/4"=1'-O" skmcw S1 30" MIN. EACH WAY c MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND _d IL a 0 CELL SEE PLAN FOR SIZE AND �•� ° 0 O. SPACING REQUIREMENTS SPACING REQUIREMENTS a W Ix �a Ky Q ` FM ", w 0- Z ° m 8" CMU WALL O S' CMU WALL ' r CORNER BARS, SAME SIZE AS LARGER BAR I I I i Z IN FOUNDATION WITH 30" LEG EACH �- CQj +. '-(Y' r r--' TOP OF SLAB +- 0'-0' TOP OF SLAB $ ! WAY AT ALL CHANGES IN DIRECTIONS I ,,, SO THAT THE STEEL REINF. IS CONTINUOUS ,.�r-.�.-i MATCH AMOUNT OF CONTINUOUS BARS EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) , - V IES ., SEE SLAB SCHEDULE TOP OF GARAGE I f " o. I ! .ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/ 1/2' ISOLATION JOINT (WHERE q S' CHAMFER (2-STORY) #3 IS, #4. 24" EXT. PORCH SLAB W/ 1!Z' ISOLATION 4" CHAMFER (1STORY) � � IT' CHAMFER (2STORY) APPLICABLE) zSEE SCHEDULE JOINT(WHERE �3---•i• EESCHEDULEOR WxD, BAR SIZE30'APPLICABLE) „ 4. FOR MD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING ND BAR QUANTITY g AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 42' ' NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION ,, U2,"�EXTERIOR ALE: 3l4••=1-a' @GARAGE SCALE: 3/4•'=T-0" CORNER BARS DETAIL LAP TOP PLATE A MIN, OF 48•' GARAGE DOOR AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT W RECESS LAP TO OCCUR OVER STUD OF WALL W/ PLAN j N W 8+ PROVIDE W 214 OR 2x6 WOOD BEARING BLOCKING W LSD WALL W/ SYP V) y 0 a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ S co NEW REINF. BAR O SECURED W/2- PART SPACING. SINGLE BTM. PLATE lfZW' WEDGE ANCHOR W/ 2' TO BE PT. PROVIDE DBL. TOP CURB FOR MASONRY T CAPPED 6�. I EPDXY. MIN. EMBED WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1/2" EMBED. MIN. 016' OC UNITS SET GALVANIZED PIPE 8• Q ', UNO SIMPSON SPH4 OR SPH6 MAX. - `" �Lp+ AT ELEV: W/FLANGE 0 BASE o FOLLOW ALL MANF. BTM AND TOP PLATE Lp SPECIFICATIONS FOR ANCHORS W/ tOd x 110 _ USE AND COMMON NAILS FILL ALL to PREPARATION OF HOLES, DO NOT USE 10d W Z w HOLE. x 3' w SEE SLAB SCHEDULE SECURE FLANGE TO ul a SLAB W/(4) 1/4" X 21/4" +- .Q' RECESS GARAGE TAPCONS TOP OF SLAB 7 � � AROUND QQ° Q � �� DOOR OPENING 4" CHAMFER 11STORY) 8'•CHAMFER (2STORY) EQ. EQ. EE 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/CSTM. VERIFY HEIGHT MONOLITHIC FOUNDATION LAP TO OCCUR OVER STUD OF WALL W/PLAN ' SDALE: 3/4 =,'-0 5 BOLLARD 6 (W/UPLIFT) 2x4 OR 2x6 WOOD GEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 1S• OIC STAGGERED. ADDITIONAL METAL LAP TOP PLATE A MIN. OF 48' CONNECTORS NOT AND NAIL W/ 16d COMMON REQUIRED WHEN NO NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED L/1 UPLIFT IS PRESENT. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND W SPACING REQUIREMENTS SLAB SCHEDULE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z Q WALL WI SYP No 2 STUDS SEE [SEE +` 0'-!Y' PLANS FOR SPACING. SINGLE Q TOP OF SLAB _ BTM. PLATE TO BE PT. PROVIDE SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL y. DBL TOP PLATE 18' OIC STAGGERED. Q W ADDITIONAL METAL CONNECTORS NOT O e. REQUIRED WHEN NO w e UPLIFT IS PRESENT. O 8•' CMU WALL Z +- 55 POURED LINTEL CUNT. (TVP.) EQ. EQ. EE SCHEDULE 8" CMU FILLED CELL (TYP.) FOR WxD, BAR SIZE TOP OF SLAB ~SEE IF."HEDULE SEE SLAB SCHEDULE 2X WALL FRAMING W AND BAR QUANTITY -0" SLAB SCHEDULE 1/2•'DIA. 6IMPSON STB2 BOLTS 6" INTERIOR CURB FOUNDATION WOOD WALL TOPOF SLAB c• Z - e , MINIMUM EMBEDMENT INTO 8 SCALE: 3/4"=1'-0'• (NO UPLIFT) •°��•� "ISOLATED"COLUMN PAD GROUTED CELL, 4•'FROM ENDS AND • CENTERED UNDER WALL AND le' O.C. VERTICALLY MAX -�POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE FOR WxD, BAR SIZE °:?.j FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY E' VARIEB D' S' INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 3' SDALE:3/4"=,'-0 (NO UPLIFT) ,,, 1 V FOOTING AND COL. PAD SCALE: 3/4"=1'-0" �� BLOCK WALL CONNECTION �c 1 1 SCALE: 3l4''=1'-(Y' olwmrr. ��� F SHOWER RECESS FOOTER 12 IS29 SCALE: rA I C N IT N C TA-1 6 GrouOn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.00m L AA M: 0003325 OUNDIV. & LOTS SILVERADO LOT #19 BLK. #13 PROJECT/1 03719.000-19131 MODEL: "2558—HAWTHORNE" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B IE A W.LE: 1/28CA1/4"=1'-0" Rum I'IEET S1.1A 70'-B" 48'-8" 44'-10" 40'-10" 37'-11" 35'-G" 30'-7" 28'-8" 21'.4" 10' 6" Y N N El T-8" N n :v 8'-2" T-0" Y lV 11611 4'-0" 7,-0" 0 0 El ILI u LA El El 4'-0" 10'-0" 22'-0" 28'-0" 33'-2" 34'-B" 46'-8" 52'-8" 63'-10" DOWEL PLAN SCALE: 114" = 1'-0" A 2 C N I T E C T• 6 Grou inn 41 N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-774.8078 FAX 407-7744078 www.abdaslgngroup.com AA M: 0003325 eunDly at wlT SILVERADO LOT #19 BLK. #13 PROD= 03719.00t-19131 HODSia "2558-HAWTHORNE" GARAGE BNINO: RIGHT PAOE: DOWEL PLAN 150 PH EXP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM I Z] CLEAN OUT REQUIRED Q FOR INSPECTION a ' 0'-0" FIN. FLR. +� : • ° TIE RTICAL REBAR .. - TO HORIZONTAL a_: REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA Z #3 16' #4 24" #e 38' #7 42' HORIZONTAL/VERTICAL REINFORCING (D SCALE: 3/4"=1'-0" ft A OFFSET METHOD CONTINUOUS II!jSIZEl 48 BAR g DIA METHOD #4 id HORIZONTAL/VERTICAL #5 RCING #7 SCALE: 3l4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS A R C N I T! C T 8 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774-4078 www.abdeslgngrouP.com AA #: 0003325 A It a mm nrlpRn"A i/28/21 SCALE: 1/4"=1'-0" B*rr.= S1.2A .ENERAL NOTES 1.)CGDES 1.1 FLORRYM BULWNG CODE M E0I/10t ME) RESK)ENTIA. SECTONF RM2.z B ROSe. 13 FLORIgABIAlDI NO CODE,'M EIxnON, 20308ULgRJ, SECTKA81e01S A310i. 1.J BULgM CODE MWREMENTS FOR REINFORCED CONCRETE (W 31&1q. 1./ BI MW CODE REQUIREMENTS MID SMaRCARM FOR MASONRY STRAMIRES (IRS mire Is) 1.6 MAERICM/ SWIETY OFCML ENWNEERS MIN W MSIGNl.0A08 fOR SURDIN09AM OTHER STRUCTURES ma 7-M1. 2.)CONg1ETE: 2.1 CONCRETE CCAPRESRVE STRENDT1 AT 28 MYF: 2.1.1 PRECAST VISTANDARD REINFORCEMEM�WOPR MW. 2.1.2 PRE-CASTWRRESTRESSREIWORCOM T-WWPSI 2.1.3 GROUT PER ASTM w70-30m PSI wW . W AWREOATE, WTO W FLIRP. 22 REINFOROM BARS: 22.1 STEEL IMAGED IN PRECAST UNTIL AT TBIE OF FASRCATION ASTMA UNTESIA(MADE eq 222 S1EBwUNTIxNOCKOVTBLOCK OTM/GEDwFIELD) ASTM A91vAe1WSM (MADE /0). 2.3 DETAIL E58FTRANDa WAND RDAI E, STRESS RELIEVED iro RSI 2.a OETAILREINPORCRAENTINSO LOONCEVAT AUST1/. 2A C S%WMRAff MAlWAl ALL OOMPLr VAnl Ap stA1DARDp. ze w.s wRE'TER AFTM A1068A10eW 3) MABOMY: J.1 CONgiEtE MABONRY NAIS(OMIS SHILL CONFOIB/roAs7M Ge0. NORAAL WEIWR VAn1 MMTARNETAREACOMPROAS C-270TYPEW S1. 32 MMTARSMMINTFMEREASTMC-zro TYPE MOit-3' 3.3 FULLMCRTAR JgNTSAREREQURED J./ AtI USS ,iAN GATE BSM. COMPRESSIVE W714 S IH OF CMS NIDMORTAR SHAH NDT BE LESS TIMN F1 OR P LTEM lAY STRENGTt 8wLL1 SE BSTAelRNEO BY THE VNT STRENGTHMETM OR,ALTERMI1VELv. FYT2 T+RSM IESTMEnxxTYN1ERE IISM REWAREMENIS IMVE NOTSEEN MET. /) U:AL: 4.1 SA /.1 SAFELOAD VALUE W BASED 4'MRRURIM LDWA )f 7711 OFTIW, 2D2 WNWW SIW SECEPTAREI.S.3 M QF/'IERMW RALdN EN iW20 BU N,YRORES 211Al. SAML RFSeA.30RFLCRDA RAIDING CODETf11 E 813 R BULUING, BECnON 21w.1 4.3 SAFELOAO VKllE.9 BASEOCN MTKAAL CE9IGN ANAlYRB PER PGI31&1/Aldl lA6 b2-18 /2 DESxTlER WY EVALUATE CCNC.ENTRARD LOADS FROM THE SAFE LOM TARES BY CALCULATNO MA%IMUM RESRnNO MOMENTAND SIfEM ATE peTANCE AVNY FROM 111E FOR UNTIL LEMT fAT. /./ FOR LINTEL LENOM ATF-0'OR GREATER, VERnCAL CELL FlLLEDFQID`MTIGROUTAND MIN ONE(1)ee VERMR REFFR ISREQUIREDATEAGHEND OF TIEUNTIL. /.F UNTELFTUT BE GREATER TWIN 2 MYS AFTER NMUSTBEP�v10ED1EMK]RMY SUPPORT, NDT BE RBAOVED UNTIL 2 OWYS AFTER GROUT PIACFMENi. 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 WI (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 01-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESC:RIIPTION REMARK 1Q (2) 2X8 --------- d-----------h ---------- ---------------- --------------------------- ----------- ------- m 0 8F16-1T/0W0B 5'-10„ 8F1&IT/OWOB 8F16-iT/OM/08 8F16-lT/OWOB V-10" T-6" 4'-6" I I I I I I I I I I -r- ♦♦ r------ 8F16-1T/OM/OB j 5'-10" , , '1 1 I ♦♦ 1 !; ----- --� ---y m 1 m ♦ � e . 1 1 i 1 � 1 , 1 1 i 1 40 8F16-1T/O 8 8F16-iT/0M/0B 5'-10" 1 El Fli 1 -------- - - - - - - - - - - - - - - -- - - - - -------T---T--------���./ 7`D" LIFT BEAM PLAN SCALE: 1/4" = V-0" A N C N I T! C TO GrouO� 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWgngroup.COM AA N: 0003326 SILVERADO LOT #19 BLK #13 PROJROT 03719.00 -19131 MOaaIj B2558-HAATHORNE" GAR/►GE STUNG: RIGHT PAGR: LIFT BEAM PLAN 150 PH EXP. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-lY' NOTES TO THE INSPECTOR/CONTRACTOR TYP.6X6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM , 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. (�G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE �OF\� REINFORTCING L2 EEL HEIGHT. ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND aG� AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#`' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR Sk,6" ip ELP\� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. o„ , A \�. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. / / Pg5 F ��O 8x16 DBL. BOND TOP F oo BEAM W/(1)45 SAR BOND BEAM EACH COURSE •\�\G 8x8 BOND SEAM TOP O F W/(1)#5 BAR .ti. BOND BEAM F =FILLED WI GROUT .�\AO U =UNFILLED GROUT SOLID FROM TOP .p1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN E BOND BEAM, IF FILLED LINTEL. —B{E�AM COURSE SEE NOTE 5 g�\C\ O 16-1 T/1 LJ LBxB PRE -CAST CONCRETE �/c e MASONRY HE GIHT FO# #5'S, TOP LENGTH OF BAR - WIDTH OF a OPENING-Z' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-iTMM OB INDiCATE8ADOUBLE BOND BEAM #OF #6'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'(Y' AND XFXX-,7pL#OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL W/O STEEL(L,) REFER IT IS THIS ENGINEERS INTENT TO PLAN FOR LOCATIONS AND XUXX -1T/1 MOO INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1TA7MAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2X3),J/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (JK A7 HIGHER ELEVATION SHANK SIZE.145 MIN HEA WINDOW SIZE .300 MIN EMBEDME SINGLE BOND BEAM 'hV) 6' FROM EACH END AT LOWER ELEVATION IV, O.C. MAX. MIN 1-114' EMBEDMENT 05 BAR BENT AS SHOWN 2x6(MIN 2 X 3)2-3/16 TAP PRE-CAST "31AT OR DRIVE PIN (MIN SHAN WINDOW SILL SIZE.145 MIN HEAD SIZE MIN EMBEDMENT 1 1/4") SLOPE FROM EACH END AND 1S 1-1/4" EMBEDMENT 2X8 (MIN 2X3)2J/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELqD__ SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACE 1/4")8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB UPPER AND LOWE REQUIRED IN 18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK E0. END VCMU BOND BEAM . EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W! SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 3 SCALE: 3/4"=1'-0" PROVIDE 3' DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I a I — I SINGLE#6 CORNER I BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF l\ II / FILLED CELL BOND. BEAM 0 II I II 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL Ar CHANGEIN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" A -11" 8 1 T 8 C T 8 6 Msign 441 N. RONALD RE&GGAN BLI LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 BUDD:v & L04 SILVERADO LOT #19 BIX #13 PROJECT 03719.00�0-19131 MODEEa "2558-HAMORNE" GARAGE BTRNG: RIGHT PAGE: DETAILS 150 MPH EXP. B f,ORZWTA 1/28/21CALE: 1/4"=1'-0"HEET S2.1A BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) ZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID S12E 6PACING GRAVITY & UPLIFT SAFE LOADS ELF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADERR «r uemi m w.1.. 21. (2)NI.. (2)w. T+ R)w.JMwE mw.J PRE :Jer mdaN,nF mw. m w.EamNE mw.a u» tl T8 121d.eva. (2)w. 2w. 4'r eREa4w mw.elMnE mw.a tJw few 12M anEder m..... mw. aNr rr mw.ewne mNu.a law (2)w.5.. anEdsr mw.- (2)w.a ea w' yr mw.- mN.. ,m 22W 2Eee 2Eee n�rwvr mw.ewNE (2)w.. aw mw.e wNE mN.. ,»a m w.e.NaE mw.. aw mw.ewre mN.. m w.eNwx mw.. mdaww mN.. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADERR INap, wP)NNI, Nxi1Utl o� aaN�ow never 1:)w.ev�e mw. md.evnx mw. .'r Br 12)d.eannE IT w.J fewE 2w6 lew0 md.ewtne 121 N..a taeep PREGer (2)--. (2)N..a .7 77 -apEuet mw.e... mw. 9ew weee wero (2)N—Re (2)w. rGb w» mw.aNAWE (21w.J tEOee nncasr mw.1m. mw3 M. 121-- mw.d .P wiEt' 121w.EVAnE 14 . er na.,Er md.ewne mw.. mw.vw,NE m,a. nnEdEr moa.vxm,e mN.. mw.vaxa a)w.. md.ew"e mw.. mdavm+E mw.. A R C N 1 T R C T 0 6 Grose 14i N. RONALD REAGAN SLI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 emm aysDiv. de Lotil SILVERADO LOT #19 BLK #13 PROJECT/ 03719.000-19131 moDmu "2558-HAWTHORNE" GARAGE BWMG: RIGHT PAGE: DETAILS 150 MPH EXP. B FEB F-pmANT 1/28/21 acAxic: 1/4"=1'-0" aHEET s2.1B CJ1 CJ3T n.. It - -�— I -. _N ryt—p- —�--TM— Np—n-- CJ5T I � EJ7T If RIDGE it EJ7T m� CJST I 11 1 It CJ3T CJ1 I a�Q x x P' .ylpnl x x 11 X II n n 1 I EJ7 EJ7 I EJ7 I 0--- I EJ7»�_�_ EJ7 I I EJ7 EJ7 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 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 @4"ON CENTER EJ7 :®m EJ7 CJ5 = CJ3 n CA N u �S 7.-U' Im N II 11 11 II x n N II x II N NgN N NaNN N N N N N N NWN N N N N N II N a(C N N N N p 1 It u N N N n a a x NNNMN 11 11 11 11 x n N N M N N it x u n n N a N a N u n 11 U II NNNNNNN� N 11 N _-N- n_ N 11 U 11 11 N N a d N NNNNNNN II II 1 II N II 11 x 11 N N N N N RIDGE N N, la wI N n p FRAMING PLAN SCALE: 1/4" - P-0" N O W txD Y N O n u x ■ ■ NNN�ju n n NNN��N n n NI "� N ryN nN I II it N N R R I x N N •11 � n N N r N N NUDGE m 11 11 11 N R Nm N N x 11 0 u 11 N m u N a U miY Y II II ��Q I .ima�a=�5mq II •amassaad� 11 H N U yll- ®ReCSto N NN�3N p N N =E a] (~!1 om o w I I Rt GNE i w J3pk�y u n �u s u x N n N a N ulNl y 0S�k�w� 1 �o CJ3EI WOa�g� LILL—N N IA 6 xwl■llm Q:�ib t1!gl■!■ I i I i I i E O O O 0 a 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/ (B) I Od 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-Oi 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSSFRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRU6S PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6' FROM THE CENTER OF THE COLUMN. A t C E I T E C T i 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA N: 0003325 mm eUBEI' ae Loan SILVERADO LOT #19 BLK #13 PROJECT 03719.000t-19131 MODEra "2558—HAWTHORNE" GA VAGE 8TrWG: RIGHT PAGE: FRAMING PLAN 150 MPH . B (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 DO x 1 �' NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS(NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) l6d x 3 J' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 Tx 1% 6% W x 4'-T MAY BE ADDED W/ 10d NAILS, 2 ROWS, T O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) PICAL TRUSS/ 88S_DNR_D_ER CONNECTORS) 3/4"WOOD PANELS r (2)1/7' WOOD PANELS (2) 12" WOOD PALLS 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2.6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1f7' GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. 4 (NO UPLIFT) OUTER 1/3 SPAN ONLY BTM.- PLATE DEPTH 1/4"D —HOLE EDGE >5/8" —HOLE DIAMETER <2/5"13 SGL. STUD STUD NOTCHING AND BORIN LIMITS EDGE >56' HOLE DIAMETER c 3/5•13 DBL STUD @) 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -. TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE T MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 8', W x N-V' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. 1—A41) SIMPSON LGTXSDS2.5 GIRDER TIEDOWN WITH (4) pT' x 5" TITEN HD TO CMU AND (12) SDS J' x 2 j" TO GIRDER Bit) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J" x 5" TITEN HD TO CMU AND (18) SDS J' x tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDER 2x SECURED W/ (3) ISO C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2)�' x 6TITEN HD TO CMU AND (18) SDS }" x 3" tx2 SECURED W/ 1 W MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 17' O/C SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = SSW LBS (2 PLY MIN.) 2A 26 2C TYPICAL ROOF GIRDER CONNECTOR(S) > BAp�Ra= iHEKNM 4500 3/4" WOOD PANELS 6000 (2) i2" WOOD PANELS 80 (2)12"WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10�c1/2 HDG COMMON NAILS. a EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB & (18)16d x 2-1Q" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB a. 4 LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=T-a' A - SIMPSON HUS28 G < 12DO LBS, U < 1280 LBS W/ (1) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 6' 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 BOLTIJ-BOLT, S' MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) ISO GALV. COMMON NAILS. D - SIMPSON HGU528-2 G <4800 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 HGUS28 3 G <4800 LBS, U < 1810 LBS W/ (4) 314'" SIMPSON TITEN BOLTIJ-BOLT, S, MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3W=T-Of' # 1100 UPUFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)114" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & T APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=,•-0" 8'-0" MAX (W/1X4) �R 10'-0" MAX (WaM)* 1x4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING 6'-0" O/C —/ SEND WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10-O" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ �L INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=l'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 5 1/T MIN. EMBED, (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, TALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-O". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-80LTS SHOULD NOT BE ANY f CLOSER THAN 6' O/C. 5, IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE 6670ESPAcm cBlRML&PACNB A DOUBLE 2x8 117, 8" O/C 16' O/C S DOUBLE 2x8 3/4" 8" O/C 24' O/C C DOUBLE ZOO 1/7' W O/C 16' O/C D DOUBLE 2X10 3/4" 6' O/C 21V O!C E DOUBLE 2XIO 3/4" 6' O/C 16' O/C F DOUBLE 2x12 3/4" 6' O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ®EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'47' O.C. (AT SHEATHING 0'-(" TO 39-0" (1) 9C' BRACE SEAMS) 30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1)'X' BRACE 0) CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W77' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d9 6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED@) 1014" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ' PRE-ENGD TRUSS SCALE:34"=1' Y' 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, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 314"=1'-0" F'ARCNITRCTR 6 Growl.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003326 SILVERADO LOT #19 BLK #13 Fi—toi T 03719.000-19131 MODZU "2558-HAIITHORNE" GARAGE SWING: RIGHT PADS: DETAILS 150 PH W. B Zx4 STRONGBACK SECURED TO EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION — BLOCKING SECURED TO WALL W/ (6) NIS ° 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 COMMnu NAs c EACH END _..... __.. _...__..._ _' 1. PLATE STRAPS W/ 10d x 1 1/Z' HDG NAILS DBL PI 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1 ST PLY INTO LEDGER AND 10d ® W O.C. STAGGERED UPPER PLY INTO 2.6 BELOW 6' CMU WALL— REINF PER PLAN 1X2 2x4 STRONGBACK, WALL / FLOOR FRAMING, FLOOR BRACING TRUSS PARALLEL TO WALL 2c STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d ® 3" O.C. 1ST PLY FLOOR DECK INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING 0 EA BRACE. NOTE' STAGGERED UPPER PLY INTO 2x6 x Z' LONG C 3" O.C.; NI TOENAIL INTO TRUSS W/ (4)18tl STRUCTURAL SHEATHING BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS ® EA. END MUST NOT BREAK WITHIN 3/4" AS SHOWN Dc4 BRACE a 46' O.C. w/(5) 12d MIN. FROM 2ND. FLR. DBL -8 LEDGER NAILS F EA. END LINE 8" CMU WALL AT 16" O C/ 1/2" EXP. BOLT AND 6 FROM M) RING SHANK NAILS ®4" O.C. MAX INTO BLOCKING REINF PER PLAN END W/ MIN 5-1/Y' EMBED. 16d NAILS a 8" O.C. MAX O= U IF2 2x4 P.T. CEILING NAILER W/ MASONRY NAILS a 12' O.C. FLOO 4N NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF EQB LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3l4"=1'-0" 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/ 1/2' DIA. ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 3Z' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12Bs T O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. SIMPSON HETA-16 0 32. O.C. MAX. (VERIFY W/ TRUSS SECTION DETAIL PLAN) AT PARALLEL / PERPENDICULAR r;'�PRE-ENG FLOOR TRUSSES v SCALE: 3/4"=1'-0" TRUSS (TYP) 0 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 C) 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL STRAP TRUSS TO PL SEE SCHED. BELOW TRUBB TO TOP PLATE A -SIMPSON MTS12 U <990 LSS 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/ 10d x 1 1/7' COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" #8 WOOD SCREWS MI IM x 2' LONG ® 3" O.C.; STAGGERED OFF 'MµI CENTERLINE OFF 2x6; NI 3/4"AS SHOWN SIMPSON A23 EA TR III .TERN NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE BL2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 STUDS PER PLANS 2x4 CONT. W/ (4)16d NAILS 0 TOP OF FLR TRUSS (TOP 2X4 SUPPORTS BT. PLATE OF 2ND FLR) FLOOR DECK D6 CONT. W/ (8)16d NAILS 0 ST. OF FLOOR TRUSS (ST. 2X61S FOR WALL SHEATHING NAILER) 1X2 FIRESTOP PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETA-16 0 EVERY TRUSS (VERIFY W/TRUSS PLAN) PRE-ENG ROOF TRUSS Se'GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 112, GYP. WL. SD. SECURE BT. PLATE TO SLAB W/ IIZW' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH EPDXY S12" EMBED. MIN. ® 16' OC MAX. TRUSS CONNECTION L.B.W. 9a9b S(SCALE 314"=1' 0' ROOF TRUSS SLAB.6 SYP NO, 2 I I WOOD POST TO '1111t�'.1�11111 SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 TRUSS/WOOD POST CONNECTIONS 1 0a 1 0b 1 0c SCALE -'=l-' TRuss TO P08T CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGT1HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4N7SDS, (1) 516- AT.R. TO HDU4 AND (10) 1/#' X 21/2' SDS TO POST POST TO BLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,650 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE 4U:2,300 G:10.335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,665 W/ 5/8" AB. WITH MIN, T' A N C N I T I C T= GNbusi In 41 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 OUDDIV &c LOT SILVERADO LOT #19 BLK. #13 PRAd>cCT 03719.00t-19131 MODEL: "2558-HATMORNE" GARAGE OWWO: RIGHT PAOE: DETAILS t,150zWH A. j FIBERGLASS SHINGLES OVER 430 FELT PAPER ON J' O.SB. SHEATHING OR }' CDX PLYWOOD SECURED PER NAILING SCHEDULE 14'-2' CLG. HGT.A V-4' TAM.A STUCCO OVER FELT OVER PLYWOOD DBL STUD WK2) SP4 �- NXIC' WEDGE -� ANCHOR • 32' O.C. (1' MIN. EMBED.) (2) 2XI2 HDR WiFLITCH PLATE. ATTACHED V(2) MSTA-24 • EA. SIDE PRE-ENG TRUSS(STRAP PER FRAMING NOTES) MTL. DRIP EDGE 2x SUB -BAND o 14'-2' ENTRY BRG. HOST VENTED ALUM. SOFFIT DOUBLE TOP PLATE i CAM. SHEATHING OR CDX PLYWOOD. ATTACHED PER NAILM SCHEDULE MTS-12 • 24' O.C. ENTRY DETAIL-ELEV. 'D' A SCALE : v2'• I'-0' A R C N I T E C T N Grousol n i441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdnlgngroup.com L AA #'. 0003325 cl SVHDIV. & Zo SILVERADO LOT #19 BLK. #13 PROJECT 03719.000-19131 MODE14 °2558-HANTHORtir GARAGE EWING: RIGHT PAGE: ENTRY DETAILS 150 MPH JWP . B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24116) or 1S/32" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/37' STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sol RING SHANK GUN NAILS R 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 8d RING SHANK, 2 3J8" 0.113 170,000 RING (16-20 RINGS F1667 RSRS-01 SCREW SHANK PER INCH) 8d RINGSHANK, PNEUMATIC 2 3/6' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/7' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHWO ATTACHEMENT SPACMNO ZONE 1: Sol NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: SO NAILS (M4' O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r Sd NAILS ®4" O.C. ON EDGE AND 4" O.C. IN FIELD Sol RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES 11 li ' TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING 9� �3 m T BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING TE: GABLES -DROP GABLE END & (1) ADIYL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING ® 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING 1 #8 7' DECK SCREWS ® 6'-8" O.C. MAX Q EDGES & 12' O.C. M6X IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING I TF'. 4/4" 1 &U bUB-FLUUH UtUKING ULUtU I U ALL tAYVA'tU MtMt tHS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION BIRD ttPE SPACING REMMxB MPLICATNMI SIZE TYPE BPAgNti REMARKS I,Q PT FIIRPoNO TO CASENMOEr1�Obl B,QC GAMOE OObt BLxJf VI'bA TAPCON MAWNRY 11?EMBED.. 1•ElObBT., MASONRY/GONG NA0.11?lON3. TO NA�NRYKXxlC NO WA616i FASTENER 8.� 11?EDGE bBT SGD. AL E%T. DOORS CASEIWICENDCpL POG WINWNTWRI FASTENED GAMGEOODR •Jtl( 1?dAWI 1'EMBW., 1`EID tlHT., tx R, BEE NOTES 1MJL1+?MONO. SGOGEf� INTO MABOIRI'A171K. TO MABONR✓ICOlC. WASIHi E%PANMON B0.T �� SEDDF OSr. vnNoow Mxx CASEHMDENED OOIL sac w9NDDWnxAPoFABr- METKBTIUPTo CONTACT THIS ENGINEER FOR SPACING +=Pr, SEE wTEs NVL+1?LGNG. sTAooER® INro MABOtRYA>JNC. MABOWiY rCONG REQUIREMENTS E%T. BNMIO CObT P13IteDM. 'TAPOON' +9 RC it?EMBEO,eEND NON-BFAMNO NVOD 1?' EXPANMON 1`EIABED FEND �� BUb(bPT, BEE NOTES Now- FASTNER bST.,t 1?'EOOEgBT. WALL TOCONG BIAS W/WABMER BOLT b3T., 3"BODE tlBT. 2T1\1NOOW tlIGt 0.13B•PAF=11,H' POC 1•END bST..+1? Pr TO BIER COL.. BEE WI WASHER BTAOOEREO EDGE bST. rooTEs NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOOR$, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NQA 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 NQA OR THE SPACING DETAILED ABOVE 8. W NDOW AND DOOR BUCKS SHALL BE AS MADE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAP TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED W CONCRETE SHALL CONFORM TO ASTM C331MM. MAMMUMAGGRFGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE 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, 7m EDITION ALL E7POSED EDGES OF CONCRETE ARE TO BE CHAAPBLED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACT 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF PROWDE "IL CONTINUOUS POLYETHYLENE VAPOR VAPORTH RR BARRIER MEMBRANE UNDER ALL SIABSOH1RW11A WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGSSEAMS TAPPED B INCHES AND SE . ERNE TAPE. 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 DRAW NGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH ACT 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, 781 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH 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 #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AT OWAt 064M, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACT TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-O' OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE NTH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A815A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A44WA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: N THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACT 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-0LATE-CONNECTEO-WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 p•f AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pef TOP CHORD won —current REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25' 08 BAR - 38" WOOD TRUSSES. 10 pef BTM CHORD ran-conwrreM #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' 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 WTH ANSI/ASCE 7 88: 1990. 15 pf TOP CHORD 20 pet TOP CHORD (7 paf Wl ASPHALT SHINGLES) (10 psf wl 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 per STM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOpaf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WINO 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 (ASCE (FBA 020) EXPOSURE B, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER M RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC NTH LIMITED BIT ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pe1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, 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: 200psf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5W,, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAW NGS WILL BE REVIEWED FOR GENERAL COMPUANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE 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 WTH 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 ORANNG9 SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WIND 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 WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SWILL COMPLY WITH WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 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 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO IT. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE Ng'THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION, FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: OTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A361A36M, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A50DM, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM AS3IA53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABCN-GRADE 35 bi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SUB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PPoORTO OTHER BOLTS SHALL TURNED ELEMENT. BOLTS ACCORDSTM 25CEWIM BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"+F PRIOR TO THE ADDITION OF PLASTICIZER HNTHWASHENUTRS METHOD.NDER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. IN CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACT 318 AND ASTM C91IC94M OR MEASURING, MANG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER M ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THEABOVE REQUIRED CONCRETE COVERAGE OVER DEBAR SHALL BE AS FOLLOWS: A YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH( FOUNDATIONS) S. FOR CONCRETE EXPOSED TO EARTH ANDAORWEATHER I:11T FOR 45AND SMALLER ZFOR#B AND LARGER C. FOR CONCRETE NOT EXPOSED 70 WEATHER 3" FOR SLABS, WALLS AND JOISTS 1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 8UNDIV. & LOT: IIIII SILVERADO LOT #19 BLK. #13 PROJECT 03719.000-19131 MODEL: •2558—HAWTHORNE" GARAGE STrING: RIGHT PAGE: DETAILS 150 MPH EXP. B i