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HomeMy WebLinkAbout35629 Stella Vast Dr99 10'�2-4EAB-ARIA 99 � �. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES HOMES REVIEW DATE MAR 2 3 2020 CITY OF ZEPHYRHILL PLAN EXAMINER 12602 TELECOM 1-DFUVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .g1mm BUBam GOnz, Rcmem , SM �ON (2M7) •I►u. lAcu. nru Stara cotes ABV. ABOVE LAV. LAVATORY A/C AIRCONDITIONING LUM. LUMINOUS ADJ. ALTERNATE M.C. MEDICINE EECABII8 T DATE DESCRIPTION ovnm GD'B ISSUED ARCHITECTURAL SHEET DESCRIPTION 2mI'1 FDC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 •OCCUPANCY •CONSTRUCTION TYPE •MHI. INTERIOR FINISH *BASIC MD SPEED '� •1-STORY RESIDENCE - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=150 MPH V88a=1UI MPH _ B AMP. CBD CAB. cLG. CIA CONC. CPT. C,T. D. DBL. D.G. AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED MIN. M.T. MID. MTL. N.T.S. O.E PL P.B. PH. PLY. PLYWD. PR MINIMUMS MOUNTED METAL THRESHOLD METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN CD'e RE_bj6UEc 04A M POOTING3 REVISION PER M. 501128 02MAS PLAN MAINTENANCE 034MREVISED LINTEL SIZE AT FRONT ENTRY DOOR 064VO ADDED LED LK�VITS • KITCHEN 4 BATF4N00" PER MARK SMS Or/C!/19 ADDEDBraNEOPTIONELEVATIONS c D' Imm ADDED OPT. V4V CEILWA MIGHT •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DIA. DIAMETER P.T. PRESSURE TREATED PG Pl —PLUMBING PLAN AND SPATE CODES DIP. DISP, DP, DR D.S. OIL. D.W. EA. BLEV. EQ. EXH. EXT. F.GJFX. P.G. IN. FLR FLUOR. FTG.R GA. CAR DISP. DIMENSION DISPOSAL DEEP DOOR DETAIL UT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FOOTIIGDOOR GAUGE GARBAGE DISPOSAL R RAD. RAG. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR SIM. SL. SL. GL. STD. SWS TEMP. T. T.00.C. RISER RADIUS RETURN FRIGERAIR TORILL REFRIGERATOR ROOM SOLID OPENING EXT SOLB)CORE BXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB PG Ml -MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS ~0 REPLACE LISP CONNECTORS IUTH 811050N cGMECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. AHOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 SQ.FT. CALC.'S LIVINGS 1612 SQ. FT. GARAGE 432 50. FT. ENTRY 38 50. FT. LANAI 56 50. FT. TOTAL 2238 80. FT. Fax: (407) 774-4078 G.F.I. GROUND -FAULT CB2CUlT GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER INSUL.RHT INSlU�LLAATION OP. TOS. TYP. U.N.O. V.P. W. WD. TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOOOD STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALIABILITY FOR LL INTERPRETATION OF TILE CONTRACT DOCUMENTS. "" I"INTERIORW'H W.I. DO ATERH EATER WROUGHT IRON PG S1.2—DOWEL PLAN PG S1.2A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.lA-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR TIC BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3-FRAMING PLAN PG S3.IA-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B-DETAILS PG S3.1C-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl -DETAILS MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwsbdeslgngroup.com AA M: 0003325 tail aUDDIv 89 I.OT: SILVERADO LOT 17 BLK 18 PROJECT# 04 28.002 17181 MODEIc 4EAB "1672— ARIA" GARAGE •WING: RIGHT PAGE: COVER SHEET %150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 2 WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER 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 ARCHITECTIENONEER. 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /W NCH GYPSUM BOARD OR EQUIVALENT, B. 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 TERMENT 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." 71MER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALVFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PILLNIENG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTEMOR WALL COVERNiS 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FRINES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063.12s. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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-C1D63 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT 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 BUILDERS/ 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. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com L AA #. 0003325 iz Q BUDDIV. Nk LOT SILVERADO LOT 17 BLK 18 PROJECT# 04128.002 17181 MODEL: 4EAB "1672-ARIA" GARAGE AWING: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B F-PRAMT 03/05/20 SCALE: 1/4"=1'-O" SHEET GN (2) 3052-61-1 (2) 3052-SH Fr wfia o = - la • 11 II 11, - i - - m - o S7 im - - �a - I�s �II ®, om �-� m p In - 011-a0�<r� `A ,.. -OLLARDY a - -� -GRAM i _ BLDG.CODE - - - i m TRANS. mu WE - om m - - ., - emy oi�Ilo��oi�EE�OIfo a11E�11o! - OIIEEIId SQ.FT. CAM'S LIVING 1612 &Q. FT. G(NQAC# 432 80. FT. ENTRY 3S SQ. FT. LANAI %6 SQ. FT. tOTAL 2238 SQ. FT. OOIPOIESU MO C610010 w10lAAC8 BA9C ED EIPOEAIE RIR 8lD010 dlsn 01E181f8 8df11! ME OWNSID(W RTWNIB ATDTIR FDOtAN MIN. WINDOW SD 5 24/-33 CRITERIA EXTERIOR &VING IS 5 24/-31 DR, MIN. CRITERIA SAD. MIN. 41 5 23/-2S CRITERIA 16010 O.M.D. 112 5 20.4/421 BASIC HIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. : 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STIR ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL FWD LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONWALOMEOM C DESL. TOP PLATE 0 in rA BAR DETAIL DTL. (�-,-)!ARCH ALE, 1/2 " I'-m' FLOOR PLAN SCALE: 1/4' " 1'-0' NOTE. -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLIM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MIM) IN THIC104ES6, SOLID OR HONEYCOMO-CORE STEEL DOOR& NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE PIKE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327B0 PH: 40 ' 774 6 FAX: 407.774-4078 www.abdosigngroup.com AA M: 0003325 i aUDDriv. NIe LAT SILVERAD0 LOT 17 BLK 18 P1tOJECT# 04128.002 17181 MODEIA 4EAB "1672— ARIA" NawawCE aTITTaTC: RIGHT PACE: FLOOR PLAN 150 MPH EXP. B 4' FREIZE BAND (TYP.) V TRIM BOARD (TYP.) 1'PON LN,12X24 MR EQUIVALENT SI•IMGLE ROOF MAKE SIDING $ SPECIFIED r1-PJ RAISED IANO (TYPa E I�L�' m' 'm S'-S' BI0.o. WGT.s _0, 0'-0' FIN. FLR., FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R'108.4 I 6 OFF RIDGE VENT OFF RIDGE VENT AREA Of ATTIC 2235 5% M NET FREE VENTILATION AREA REQU IRED 1/300 REQUIRED VENTILATION AREA - 2235/300 7.45 VENTILATION AREAXSOL INCHESPER FT. (144) = 1072.8 SO, IN. MIN. REQUIREO VENTILATION - .5X 1072.9 IN UPPER PORTION Of ATTIC - s36.a sQ ln. Off RIDGE VENTILATION AREA 115 SC, IN. PER VENT SMA /115 TOTAL R OFVENTS REQUIRED 4.66435 TOTAL *OF VENTS PROVIDED 5 'AREA Of ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG IEIOERNOROFW LTOERTERIOROFWALL.NQWERH MINQUDEDI S'-W BR3. MGT.� BRG. FKRT. OFF RIDGE VENT Mo FEW FE-11-01 m LE nx LmaLimill REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH B'-S' BRG. MGT. 'C IL 0'•0' FIN. FLR LEFT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH Tnre► FIN. / 2' I.-OL \ LOUVER DETAIL A SCALE:1/2. I'-0' A 0'-O' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwsbdoeigngroup.Dom AA M: 0003325 L a SvsDIV. ae LOT SILVERADO LOT 17 BLK 18 Paoi=T# 04128.002 17181 MoDzu 4EAB "1672-ARIA" GArtwoa ewnaa: RIGHT PALM: ELEVATION I'D" 150 MPH EXP. B 0 DAM 03/05/20 8CAZZ. 1/4"=r-0" Mmc= A2D ELECTRICAL. LEGEND SYMBOL DEFINITION NOTES -e GeV OUTLET 20 AMR ONUS POLE W OUTLET Iww OUTLET VA OF OU11.0 a18 w To ORION CA -® IIOV OUTLET EOUIPED Boom PAIL NtMWA•IER (TARTER TAM TYPE2 220V OUTLET (4)WM C4NOCTlVN -F}- 111• -tY'• OFI DR. WATMMWOP OUTLET GROUND PAILT NRRUPtER WATCH WATCH 3-IUAY OPER �4 WATCH 4-LIMY OP'ER Lfl GALL MOUNTED ' �`// LOW CELL LIGHT © LED CLIS LIGHT LED VAPOR (DVI- PROOF LRHT @VP VAPOR PROOF LIONT ORTCEeew cm eVan. FAN I OTT PER ea rr . FAN V),LO w I C M PER SO. FT. PDf To (ePEC1 7BD By ® 2R YtRM AROUNDIROIIUN D r ) YIIAP LARO,M0 (WIJIM MM) 2' FLUORESCENT 4' FLUORESCENT p ra-s�-e-I Do 4' TRACK LOW PANEL METER OSD. woo or"Croat e rS�T U W." 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SHALL N A DBTANOE OF NOT LESS IMI N 4• PBCRn UWw L2� f NATURAL OAS jV TELorw" JAM DN O)Ae aa�cr lQJEiEy tEy,E eA�Q Y! pacow ECT UNa m AM ON 1_l TELEVISION JACK OJ-BOX 1O M eYFPO1RIED N ACCO b lOq MMgD M SUOM FOR AS G CELMS box F4wAvp= DELRtl FAH1LtlHt To AACCO MABvVBO ( MA1BaD AS SUCH POR WWrAN Bann - 2'4INCANDESCENT LMw ATM• SS' INCANDESCENT LIGHT STIBP 41V INCANDESCENT LISHT STRP FLcoD I — Ie2MTAD • PAL NM44WTON MR 0410 IEB PORT • LOCATION OF TV JACKS 4 RMO/E OUTLETS 4 PANS TO M YNWMD • NOMEDINER PRE.CGNWTRICTION • ALL B A 20 AMP ERANCH CIRCUITS TO M ABC PALLT PRDTECIlD PER ELECTIRK.AL PIRDVISIOtM OF MM •TH ®MION (2.IT) 4 NEC 71wL 29114 EDITION. • 20 AMP DEDICATED I.AWDRT CIRCUIT. • OM a INLAND (NOT ON IUTCHW CURCWT) • 0I81414GWRIS DISCONNECT TO M LCCWZW N PANIC. • BATHROOM E10LW6T PAN TO HAVE MN CAPACITY OF 60 OPM INTERMITTENT PER ELECTRICAL PROVEN" OF SECTION IMB013 PBCR ATY EDITIGMI (2MT2 • LAUNDRY ROOM RL'C.EPTAGLE SFIALL M GROUND FAULT CNWW-INRIERN•TER PROTECTION NOR ON pencom • UNRNOPEYCH= SMALL 61 NON METALLIC CA" PER ELEGTINCAL PROVBIONS OF • ALL WOW TO COMPLY UMT14 ELECTR PROVRIOW OF THE PWA ATM ED (20Mt . ALL I AMPS, SMALL EL .ELECTED 48Y (EeI.DEIe AHD M OP LtlM(N6 MITT E! �y Epic w TYPE PER CEILING PRE -WIRED i MTD. LIGHT ,)CLG FAN �— TO BE !INSTALLED, I PROVIDE' \\ U-BOX FOR LJ \ I OPT. FAN r�N�� _ I Jrlf�.:u BU�E.• PRE -WIRED CLG FAN \ \ GREAT ROOM \\\ \ 1 I ' I I 1 1 L C. A, BDRM.# i c PE FOR— / y�\ CHIME PRE -WILD CLG FAN II 1 II a 1 II L II I II 1 SWITCH IN CABINET KITCHEN / GF HOOD WIRE W/ OUTLET FOR FUTURE MICRO. L� / II I II I II I I P.15. FOR I GARAGE 1 DOOR n 1 II \ II II II IFOYEE R'S Suff i ' JIC'. �� PRE -WIRED CLG FAN t.GFI A . 44' AFF. O \ ZWALL /BOLLARD \\ AS REQ. MOUNTED PER B \� LIGHT W/SUNTCH IN CODE \ -3:T KEYLESS FIXTURE GFI CLG. OUTLET � OHD IRRIGATION OUTLET a 48' AFF. ELECTRICAL PLAN SCALE. 1/4' w 1'-0' COAGV LIGHT n METER FIELD VERIFY LOC. W P Panel MAIN - A PANEL: 81161,pert beaker VOLTAGE: 120/240VAPh MAIN: 160 Amp M.C.B FEEDER 3.01 CUTHWN S 1-#6 Cu(G) In 1 1Q' C. OR 3- SM AL THIAN 6 1-06 Cu (G) In 1 12' C. Win Me SIF -"Faan w4b Laval C weile b ekr FPIe Wln w2 1 Z7 Fx148v 0.a OFI b NO 1200 1 a2 2 m WV-P.e• loco 6 4 8 4aw qR: C.UA W 2 i10 Bpae T 8 PANEL - A PANEL: 42 at Meaker VOLTAGE: MI240V-1 Ph MAN: 150 Amp M.L.O. FEEDER: 3-#1 CuTNWN M 1-*6 Cu(G) In 11/Y C. OR 3- #W AL THWN 8 1-#6 Cu (0) In 1 1 rz C. who FHa Bw D.." - wab TAnaw Dreal wan bdv Wen Bar PN• Wk. 012 1 B SW41A . Ism 1 2 8000 MrNe 00 2 at12 1 M MHrvw./Ham GFI I= 3 4 w2 1 m 9 IAFy1e.w rem 8 e 4000 vyP. X4M m 2 N0 012 1 ID IbX IM T e t12 1 m DN •AFC 1600 9 f0 1310 O 40FI G.OFI m 1 w2 M2 1 20 Beta GFlM .Mn FN0 11 12 1w GN m 1 412 02 1 20 vl H!! 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Demand FactorCalculation.: ABBREVIATIONS: ANN: ARCFNILTGRCU NMRRUPnit NC: NOILCONOMW LOAD pw: 0R 1IFAULTNTERWPTER Tam Ivb WdnaN1.maF:m aim ' FM 10000 w11e a 100% 10000 RwxM ..t40% 13M Trial AIC betl Nice 1p14 b Ida LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD Twl CanMdM Lw4 wNle 99H0 Taal (wgal240 w1n) 13T.T Otnual Wining 6 Root taett Load TNA AIC Fdx 1672 G.wILn MR.3wf .F. 5016 WHIM, 1 at 85WA1 Met 100% 68 Tom G.eN U A Nu xb 5081 Ckta# aek Towlwalt G4"Ile6RaeP A 81 6301 SOB1 i L I I I I ® I I � I I I I &L I I I \ LED LIGHTING ® DOUBLE LAV. OILNER'S BATH I I I L I / LED LIGHTING @ SINGLE LAV. • BATH 02 PROVIDE -W/O CU, THUM a NK CU N 2' CONDUIT OR 3 All A., THEN -NIL• CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A'30VE SOFFIT a OVERHA•II 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 1 150 AMP DISCONNECT SWITCH AND 120/240 VC GENERAL NM ELECTRIC METER IN 1 PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS 614ALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FISCR 61,14 PANEL l mOIT {yrE I (ZI0M), LOCAL CODES, AND ALL LOCAL POUER COMPANY RE42UIREI ENT8. 180A/21- B. ALL CONDUCTORS SHALL BE TYPE THHN/THA4 UNLESS NOTED OTHERWISE. INCUIER COMPANY TRANSFORMER r'. 7-T ]= PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) N 1412" DIA 60HEDULE 80 PVC CONDUIT OR PROVIDE 3 TAD ALUMINUM (AL) IN 2'. DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TCLEPNONE SERVICE CABLE TELEVISION SERVICE ENTRANCE EOU"AMENT E(2UIPMEiT INTERSYSTEM BONDING TERMNAL AT LOW VOLTAGE CONNECTIt7N8 1 a4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PFDCR 6w EDITION (20M).. SX' DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.corn AA M: 0003325 Q v� �t EST • Ti d t 4 �j NEEN BtMZ)IV. & LIDSl SILVERADO LOT 17 BLK 18 PIROJ>QCT/1 04128.002 17181 MODXIU 4EAB 111672- ARIA" GARAGE OWING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B AA IVO DA=: 03/05/20 BCA=- 1/4"=1'-0" okmw E1 i I II I II � l I II I I I I I I II II I - - N _ in I 10 I I ii I i I ---- tl • III II I I Ic II II II I I in II Q i i; i n L—_---ji 31'-3' i PLUMBING PLAN SCALE. 1/4 " I'-V a!y 2' V.T.R. g41a' r2' j �I I I/2•1/2'� I 1 1 r2 �_I1/2• 1TU9 I 1 1 ILAV I KITCHEN 11 BINK W/ V AUTO VENT r. . I 1/2, 2' V.T.R. IR' 11/2'�Y-----�-7 I �. I 10 aLAV. LAV�*IA ur- QQ ! - PLUMBING RISER 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX- 407-7744078 www.abdosigngroup.com AA 0: 0003325 P � 6 � xq a a BUDDIV. & LOT SILVERADO LOT 17 BLK 18 PROJECT* 04128.002 17181 MODZU 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B RE pamT 07 DAVa 03/05/20 SCALE: 1/4"=1'-0" B*EC= P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603U 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 6TH EDITION (20f1) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 8 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 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRW 1 BALANCING DAMPER OR OBD 0 CEILNG EXHAUST FAN CEILNG EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. NOTE, i L — — — —I ALL HVAC TO HAVE PROPER W,Lc PANS W/ DRAINS SECURE STRAP TO CONC. R 'OATTICW/ (2)•3/167Q' TAPCONB WIT U!8 ROLL STRAP F 4, I �IM� � O SX4 CEILING O O EXTERIOR WALL 6' — PLENUM AIR RETURN 4' CONCRETE SLAD SECURE STRAP TO WIT W/ (2) °SXI 1/4' SHT. MTL. SCREWS �TScHErI SUCTION AND LIQUID I AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT 10' i i i IOx6 F/L Br1T�i AIR HANDLER y CONNECTION TO PAD I EXTERIOR WALL _ _ _ _ _ _ — 10' y 9/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN DRAIN HDRM.�{3 10X6 a 121 RU UR OVER HEAD � 12' FROM STRUCTURE O EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB I p REFRIGERANT LINES TO — O PLATFORM RETURN CONDENSING WITDG. �• iii ii LAUN•Z. TRAP DRAIN LINE AND TERMINATE 6' IN AN APROVED DRAIN, AS PER 4' FBCR 6TH EDITION (2011) j j PT O0 MECHANICAL BLCODE 8X4 1 SECTION 301.2.4 ® I HVAC DRAINS _ t4� 4' L I 1 5' II --- 4' DRYER O V.Tit I I SCORATED NICKEL BRONZE FL. PL. � FIN. FLOOR OR WALL COWTERSUNK Co. PLUG 1. I I 8X4 II II II — — — — — — 1 � 6 SEE SPEC. BRASS PLUG --FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //--WADE 8240-K JOSAM 56WO INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTIAMO vFL00R SLAB CLEAN -OUT (TYPN) PIK GRADE OR PAVING I'-S'X&, CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP MECHANICAL PLAN SCALE. 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407.774.6078 FAX 407-7744078 www.abdosigngfoup.com AA #: 0003326 J p 6 r p MIN, a$ Q Nit i SUNDIV. Ae I,OT III SILVERADO LOT 17 BLK 18 PROJIDCT# 04128.002 17181 MODZLc 4EAB "1672— ARIA" GAIeAGE 81WIMG: RIGHT PAGffi: MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLATE — PRE -FAD TIMM IQ' GLG. OOARD la' DRYWALL TIr SECURE DT. — MATE TO SLA15 W/ I0d MASONRY NAIL a 32' O.G. MAX FIN. FLR 2X4 WOOD STUDS e24' OG. SLAD ryy 1 G: O 1 UV.7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a)TYP. INT. WALL ( NON- BRG. ) D 1 SCALE: 3/4'.I'-0' FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80511 ON J' OS.B. SHEATHING OR }' CDX PLYWOOD 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 1'-0. TYP. ON. ¢/B' GYPSUM EC OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. PURRING - STRIPS a 24' O.C. S' CMU 1/2' GYP. ILL. SO. - WOOD EASE — 0'-0' FIN FLR_ LE — m yl n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER s30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW*.I.I ON OS$. 814EAT14M OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG T14188 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. RR a B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 5 1-STORY HIP BLOCK WALL (S2)OLAE ERIUNDERLAYM NT SYS EM D1 SCALE: 3/4'-I'-O' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM P226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 M MR ON LN OP. 2 GAS LINE THRU BLACK errs, vr.re FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908.LI ON I. O.S.E. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT ---ram PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR S' CMJ MW RQ y�Tft4cx N I —ONIOf1D Dose BY MHR L OY OTHM FASTRNIM TO mmy TRAGe BRACM IV Pago= ATROVAL 111M s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.Sa. STIFFBACK AT ALL UPRIGHTSSHEATHNG OR J' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRJBB TYP • MTL. DRIP EDGE oH. 2 PER ELEVATION x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED \ H/KaH STRENGTHEOCLG BOARD 2x P.T. SECURED PER STRUCTURAL DETAILS a 4: n W/ WINDOW OPENING H R-4.1 INSULATION CCOAETMT MOM ATTACHMENT AS PER14 MANUFACTURES SPECIFICATIONS DIRECTLY TO MASONRY STRUCTURAL bt2P.T. FURRIN ST G STRIPS • 24' O.C. @ �Y 1/2' GYP. WL. ED. , cm WOOD BASE 0'-0' FIN. FLR TYP. WALL SECTIONWALL SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL . 1 SCALE, 3/4'•1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA R: 0003325 J MIN i E UDDIV. & IO2 SILVERADO LOT 17 BLK 18 PROJECT# 04128.002 17181 HODZU 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B A-8006 4• 0"MOFENT MIN. EVENLY RROTT BOOR TO ■ir�— Lir�— (ii�— CC SECURE 2X4OL ON BIJ RAT TO C 0 QJT NAILS. aplw 2X6 GARAGE DOOR 8UCK uv (5) ® )i'X6' A -BOLTS 4' EMBEDMENT MN. UV 2'W WAD ER AND NWT SPACES VIPCY FFWM BOOR TO GARAGE DOOR NM N JOINTS 1'RIOIR TO FW.LNG. I-2X6 PT BLOCK • CENTER Q ® DOOR HEADER WHU)YX6- J-BOLTS 4' E178E0PENT Iw 2W-W W4SWM AND NUT. -� icb /A4L. L DE N ACCOPPANCE TO MA FACTUPWRb INSTALLATION NSTRUCTIONM WHERE SUCH MTMZTIONS ARE MORE STRNGENT GARAGE DOOR l BUCK ATTACHMENT 11we4L•, ur— 8' WMU a DRYWALL I'X4' OR VX2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Ys' INTO BLOCK W/ %' TAPCON8 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y♦' WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ys') DOOR JAMB TO BLOCK +3/4 OR +5/4 ODIDOW TO BLOCK +3 4 OR +5 4 A 6CALE, KTA. 2X4: • SECURE TO BLOCK W/ W6' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:= SECURE TO BLOCK W/2-%- TAPCONS(MN. SHANK SIZE 145 MIN. HEAD SIZE -400 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 1 g• CM 18' O.G. MAX SPACING. 14' DRYWALL 2X8:® a I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-)1%' CASING TAPCONB (MIN. SHANK SIZE .145 7DT�Tzc MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT IY4)H TO 2X PER WITHIN 8' OF EACH END 1 MANIIPACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAl® TO BEACK +1-1//2" 1NNDOR 70 BLACK '-' +1-1/2" BGALE: N.T 2X4= SECURE TO BLOCK W/ 2U(6' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ys') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL 2)(6' TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE .10 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , GMU MIN. EMBEDMENT I Y4) 'DRYWALL WITHIN 8. X SPACING. EACH END 1 IB' OG MAX 'X4' OR I'P.T. NAILER 2X8,m SECURES TO BLOCK W/2-%'TAPCON 7{6' OU3U5 X 4' MIN (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 LDOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN W OF EACH END 1 MANUFACTURER DETAILS. IS' O.C. MAX SPACING NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-15/1f C RTO K+- 8 E, N.T.S. 2X4.m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL. 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W12-i(6' NON-STRUCTURAL W TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE 145 EMBEDMENT INTO BLOCK MIR HEAD 812E "0 MIN. EMBEDMENT I Y4') 6, cm WITHIN 8' OF EACH END 4 K• DRYWALL B' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2Xbm SECURE TO 15LOCK W/2-N)(6' CASING TAPCONS (MIN. SHANK 81ZE .145 MIN. HEAD SIZE 300 DOOR J, M 5 OR WINDOW MIN. EMBEDMENT I.9 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. I8' O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +2 n RINDOU TO BLACK +2 1 4} F' E, N�N�. 2X4= SECURE TO BLOCK W/ 3(6' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACH END 1 NOS, STRUCTURAL 2X O.C. MAX X SPACING. MUST BE ON OUTSIDE 4 2Xlo* bm SECURED THROUGH SECURE TO BLOCK W/2- 'NON-STRUCTURAL W TPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3W ' CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 1 18' O.C. MAX SPACIN6s. ❑ 'X4' OR I'X2' P.T. NAILER 2X8® SECURE TO BLOCK UlR-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. xom 4,•+arp� ronu��wu toe xat ocuc#a DOOR JAMB TO BLOCK +3" f11DiDOT TO BLACK +3" ''' ALE+ N.T.S. 2X4= SECURE TO BLOCK W/ V TAPCONG (MIN. SHANK SIZE 34D MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb4= SECURED THROUGH SECURE TO BLOCK WFU-WNe' NON-STRUCTURAL i(e' TAPCOIS(MIK SHANK SIZE TAPCON MIN. I-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y49 8, CJ a' WITHIN 8' OF EACH END 4 DRYWALL 2X8� O.C. MAX SPACING I'X4' OR I'X2' P.T. NAILER SECURE TO 2X SECURE TO IKBLOCK K SIZE TAPCONB(MIN. SHANK SIZE UCTURAL MEMBER 71V isg I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 D / 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4) OOR CASING WITHIN 8' OF EACH END / DOOR JAMB OR WINDOW IS' O.G. MAX SPACING, ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A8 NEEDED TO PLUMB JAMB (00 NOT EXCEED 49 DOOR JAMB TO BLOCK +3" F--M OII TO BLOCK +3TO BLOCK +3" ALE, KT . 2X4= SECURE TO BLOCK Wb4 TAPCONS(MN. SHANK SIZE 145 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' Or- MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL 116' SECURE TO BLOCK WA-1/4' TAIPCON MIN. 1-Y4 TAPC0bWMIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT 149 lS' DRYWALL WITHIN 8' OF EACH END 4 18' OrC. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XS� ❑ SECURE TO BLOCK WA-114' 76' 0.SA X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMD EDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. ,tl,• W1 Y �C ro A+es JMf tpoxw C,C�/f'/ DOOR JAMB TO BLACK +3-7/18" in1 11B1D1! TO BLACK +3-7/18" " SCALE: ITT 2X4= SECURE TO 15LOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O MAX SPACING MUST BE ON OUTSIDE 1 SECURED THROUGH SECURE TO BLOCK WA-I/4' EGAQ NON-STRUCTURAL V T TAPCON MIN. 1-Y4' (MIN. N. SWANK SIZE U45 HA EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MIN. EMBEDMENT 149 8' CMU WITHIN W OF EACH END / ' DRYWALL 18' O,C. MAX SPACING. a I'X4' OR I'X2' P.T. NAILER 2XS� SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK 812E )45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WIDOW WITHIN W OF EACH END • TTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 3/ " A C + 3/4 " H ecAL , Nrs. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-774-4078 wwwAbdesigngroup.com AA #: 0003325 1 SQ m � • v a I all 0 h Stmz)rv. Ss LOT'. SILVERADO LOT 17 BLK 18 PROJECT# 04128.002 17181 MODEL: 4EAB "1672- ARIA" GARAGE DWINC!: RIGHT 1 PAGE: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21473.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.20 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 10860.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2027 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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/08/20 1441 N: RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngfoup.com l AA P. 0003325 P � w v T T b �4A o SUDDIV. Ae LOT: SILVERADO LOT 17 BLK 18 Pl tOJECT# 04128.002 17181 MODEL: 4EAB "1672- ARIA" CARACE > VWC;: RIGHT PACE: PRODUCT APPROVAL LISTING %150 MPH EXP. B rpnvrrDATE: 03/05/20 scALE: 1/4"=1'-0" SI IEET D3 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA 0: 0003326 r 5 4 � ;]ZOE OL Iq.D aOLw • Pf. A O I. U�IJe PL • A KICKOUT DETAIL • OL P0.D NYAIO . O L RaLo GYM aD . Pr. A " WOOD SHEATHING OR CMU eRwclo s e n ae ua . Pr. a WIRE, LAYER 01, a. . Pr. n o STUCCO WRAP (FRAME ONLY) A QSAN . PT. C Ar. COARPT. nL .4 s to Pr. a Toueur ,z v"TaT~mw ® k d' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) LEGEND *MR METAL LATH (FRAME ONLY) LAP wRB I TAPE OVER DRAINAGE PLANE (WRB ar�nFTtlIR — -- -- LAYER *1, STUCCO WRAP) m c f. va 3 I' DWK a COAT C01MT ? 5'X5' 'L' TYPE CONTINUOUS WRB LAYER *2 (FORT IF I BER — - — - — - PLA6TeRrR,"AW.2o wT Z GALV. METAL FLASHING '1o'r"'"°T=(al' (NAIL TO ROOF DECK, NOT BUILDING PAPER) UM LATER 7, rORfP10lR '� WALL SHEATHING) UM LAYNS P% rRw. oran CAP SHIWILE - DO NOT METAL LATH &TU uTER ti INSTALL WITH ROOF CEMENT L X—X—X—X eTUr60 IRArOR4'e: OliT1 BUDDIV. & I.OT: SILVERADO LOT 17 BLK 18 PROJECT# 04128.00 17181 MODELc 4EAB "1672—ARIA" GARAGE 8TrWQ: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LAP LA"M Or NULOM UW OAR NA L►n R.MW STOP �MLY) STUCCO T� ROOF CEMENT RooF PER ELEVATIONS WOOD SHEATHING g A G �� FL00" e9 I �� SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION 140 W723 "LT ^ter rs "no Tart sw. nwo on / m � R-103.1.1 / ASTM C-84i-OS, MIN. 2.5 LBS. PRINT SNNM ow ,, , �� PER 50. YARD (UTILITY OR NOMINAL DATE: 03/05/20 BCALIM 1/4•=i'—o~ ex"m Va' e6ce «-A•� a, as LATH DOES NOT MEET SPECIFICATIONS) BI;EET L FLASHING N.TS. WA I LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — - — — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-OS, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 1 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL. PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FL/ A VENT PENETRATION SCALE: N.T.B. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/EACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO EE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYELEND FOAM "' c,— "' "" "" 'FIR SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN C-OMEO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSE TRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND NTERSEGTIC STEP #1 STEP #3 apsad pp _ k vC� WOOD SHEATHING UI RS LAYER '(, STUCCO WRAP UIRB LAYER 4, FORTI FIBER SUILOWs PAPER METAL LATH FASTEN TO WOOD STRJCTURAL MEl R • 1' OG. MAX V TO !lip-W& ,acme wren MASONRY 111BROM 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S. WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-ADHERNG MEMBRANE FLASHING OVER BOX AND OVER APPROVED URQB LAYER h STEP *2 WRB LAYER h, STUCCO WRAP APPLY 0 MIN SEMBRANE NG GRADE 'D' FELT ' ® PLA MEMBRANE FLASF4ING OVER SELF -ADHERING FLASHNG OVER APROVED HOUSEWRAP WR15 LAYER'2, FOWIF15ER BUILDING PAPER STEP *14 ELASTOMERIG COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup•com AA M: 0003326 Q i to W x 40 i BUBDM at LOT SILVERADO LOT 17 BLK 18 PROJECT* 04128.002 17181 II[GDEL: 4EAB "1672-ARIA" GARAGE BWW NG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B a � 03/05/20 SCALE: 1/4"=1'-0" eDIMT WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "'2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO -ADHESIVE FLASHING - - - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACINCs o 'l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 144I N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH:407-774.8078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003325 E J m v � pQa7 i BUNDIV ae LOT SILVERADO LOT 17 BLK 18 PROJECT* 04128.002 17181 MODEu 4EAB "1672- ARIA" GARAGE 91WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B SIOOp CONSTRUCTION BEYOND MOOD SNEATWM WEATHER�slsnvE UZA ER Ink.810TIVEBAPPIM W Qa P1126I6TIVE FLASH i UJMAtlpt STARTIEs 6TMI-WEATHER / \�\elenvE \�\ 6l9..4S�N� NERSiG GALVV METAL GALV'D METAL 'T PLA04M 'i' R��.A��lNM6 on TEp 112� &D T E�AI'EMIBC R / x `,R � T \� SEAL GAP UCAULKHM OR APPROYED SEALANT \ f': SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1 �7 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-CS, MIN. 2B LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (U)R5 LAYER "I, STUCCO WRAP) U)RB LAYER "2 (FORTIFIBER — . . — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-7748078 FAX: 407-7744078 www.abdasigngroup.com AA S: 0003325 P � i rUnDr Ae LOT SILVERADO LOT 17 BLK 18 PROJECTM 04128,002 17181 MODRIA 4EAB "1672—ARIA" GARAGE 1111ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DPUNT AAIM 03/05/20 SCALE: 1/4"=1'-0" elfin"4 WA \ \ 1/9' TEkTUR£D I V a IR'TEXTURED FINISH • CM �- - --r- - --,- -+ /� 2x6 SUB-BAN X x x W/I'x4' NOTCH • METAL LATH r-- ---- ---- ---- ------ ------ END, WRAPPED IN x x x x x /! PEEL 4 STICK METAL FASCIA WRAP x x x x x x ORWSFIEATHMCs cm x x x x x x 1 ,a DRIP EDGE WFES LAYER h, STUCCO WRAP (FRAME ONLY? x x x x x x x x x x x x j I 1 --- ------------- ' -- -- - --------- ' / i I\� I - W S LAYER 82, FORTIFIBER ENIILDING PAPER x x x x x x x x x x x x - FRAME OR CMU I 1 I/8' l' / j 1/8' TEXTURED I FINISH • WOOD 1 �� 2X6 euD BAND - ( arLY/ ROOFM CEMENT x x x x x x x x x x x x x x x x x x x x x x x x J . FELT PAPER 11/8 1/2' TEXTURED ,. x x x x x x x x x x FINISH • CMU DRIP EDGE x x x x x x x x x x DRIP EDGE X X X x X X X METAL FASCIA WRAP Ya' FROM p ©I L �N 8 METAL KICK OUT x x x x X (REFERENCE POINT ONLY, FOR WALL OFF ;+, STUCCO, 1' FROM x - SET OF COMPONENTS) -- ------- - 4 WOOD WALL �.�EXTERIOR WALL f (FRAME OR CMU) \� L NOTE: NOTCH FOR 2XC6 1� SUB BAND ONLY PROOF KICK OUT REMOVED FOR CLARITY -ROOF DECK (BEYOND) —>4DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) \� 1 i'i/S' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH * CMU / 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP V OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL j WALL LINE TO AVOID CONTACT l -- -.TRUSS SCABBEDED FINISH �l 2x SUB -BAND Wl%'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL x x" \x x �5( 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 x x x x x x x x x x i 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 ,max x x x x x _ SUB BAND DETAIL 0 WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH • END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. i'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT im ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd•signgroup.com AA N: 0003325 e J o BUIBDM as r oT SILVERADO LOT 17 BLK 18 PROJECT* 04128.00 17181 MODELt 4EAB "1672—ARIA" GARAGE B'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B EXTEND SLAB 1 1/2" i _ _ FM-12X18 — — — — — — — 3 FM-12X12 � 4" CONC. R I� SLAB L�� q w 1,2 W ILL f, F-24X24 ILL 10 FM-12X18 1 I I •I I• C. 4 o,-0" I T� FO m I 1" PVC CHASE FOR ELEC. ISLAND LL 1 �4 Im x I� ILL I m I O.o ` I u zo I I y EXTEND 4"PVC SLAB 1 112" ��CHASE TE-1_-. ----- 5 112 I � SLAB I ^ R 18'-0' 2'-8" 17'-8" ,h in 4 m I I I 3' -6" I I D, . OF SLAB 1 �I w LL 1,1 EXTEND 2 FM-12X18 SLAB 1 1/2" y I---�1-- CONC. � I . a 14" j I SLAB 0 al isl 8" 3,A" 6" I$ I J ILL �I 2 I 7 1/2 1.1— J FMC-12X18 FMC-12XIB — — — FM-12X18 — — ——FM_12X18 FNM2X12 FOUNDATION PLAN SCALE: 114" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 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. t 1.0INDICATED #5 BAR, GINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" ORS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6.6 W I A.W1.4 OVER GENERAL 311Z' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xl8 12" CONTINUOUS 19, (2)105's - (-)9-0" FMC-12xl8 12" CONTINUOUS 18, - 8 - VARIES F-24x24 24" 24" 1Z' s s (- "-4" FM-12x12 12" CONTINUOUS 12" - (2) #5's 1 0014" TEA 8" SEE PLAN 8" - s i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwabdnigngroup.com L AA #: 0003325 1 = 14 J BUDDIV. as LOT". SILVERADO LOT 17 BLK 18 PROJECT# 04128.002 17181 MODELt 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B L*j F-pluNTDA 03/05/20 BCALE: 1/4"=r-0" BFIEET si 30" MIN. EACH WAY MONOLITHIC FOOTING y g STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED v — g o: CELL SEE PLAN FOR SIZE AND d 0. CELL SEE PLAN FOR SIZE AND -• O SPACING REQUIREMENTS mw SPACING REQUIREMENTS .(�_ �Q °". - GARAGE DOOR w U w1 �- w RECESS �a Q I �. o� FMB. ° g? N Z 8" CMU WALL O N 8" CMU WALL ° . CORNER BARS, SAME SIZE AS BAR I wW Lu B+ O is - o Z IN FOUNDATION WITH 30" LEG EACH ; >I. °• 0'-0" WAY AT ATLL ES IN DIRECTIONS �. N `A N TOP OF SLAB TOP OF SLAB SO THAT HE STEELREINS CONTINUOUS I t— .. MATCH AMOUNT OF CONTINUOUS BARS I ° �I CURB FOR • f - • . EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) #3 18" EXT. PORCH SLAB (-1 VAR •. SEE SLAB SCHEDULE TOP OF GARAGE ° LL I CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE=p. MASONRY UNITS SET AT ELEV: W/ 12" IS, ^-� 6" CHAMFER (2-STORY) W/ 1/2"ISOLATION l 4" CHAMFER (1 STORY) JOINT (WHERE APPLICABLE) Z #4 24" SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Z i.:• 8" CHAMFER (2-STORY) 4p EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING �E EEE FOR WxD, BAR SIZE N6 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (16. 2 TO 3, PROVIDE 2 BARS), LINO 42" #T 42" N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3a"=rA 2 @ GARAGE SCALE:34"=1'-0 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3l4"=1'-0" SCALE: LAP TOP PLATE A MIN. OF 46' --�� LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j N NEW REINF, BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0. SECURED WI 2- PART SPACING. SINGLE BTM. PLATE 12'kD" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", UNO PLATE EPDXY 6-1/2'EMBED. MIN. 0 16" OC SLAB WI10d MASONRY o Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL 16" OIC STAGGERED. M = 1 ( SPECIFICATIONS FOR U) ¢ USE AND BTM AND TOP PLATE ADDITIONAL METAL CED SECURE FLANGE TO m PREPARATION OF ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL UIRE WHENRS REQUIRED WHEN NO N SLAB W/(4) 1l4" X 2114" O HOLE. N y UPLIFT IS PRESENT. TAPCONS w HOLES, DO NOT USE 10d W w x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE M p FO _ 0 ' 00• ,QQQ 7 •. • TOP OF SLABTOP OF SLAB -d�,. ° 4" CHAMFER(iSTORY) - °: ° 6" CHAMFER(2STORY) + ,�_•.._ .T� s ° EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE FOR WXD, BAR SIZE BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY �5 SCALE:34"=,'A MONOLITHIC FOUNDATION _, INTERIOR CURB FOUNDATION WOOD WALL 8INTERIOR CURB FOUNDATION WOOD WALL 6 scALE:3/a"=1'-a' (NO UPLIFT) SCALE:3/4"=7'-0" SCALE:3l4"=1'-0" (�// UPLIFT) LAP TOP PLATE A MIN. OF 4W AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE �y O } STM. PLATE TO BE PT. SECURE BT. PLATE TO 0: C. PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL w 18" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO C N O 8" CMU WALL UPLIFT IS PRESENT. M Z '0'-0 Z. POURED LINTEL CONT. (TYP.) " - 8" CMU FILLED CELL (TYP.) - B TOP OF SLA �+0" SEE SLAB SCHEDULE .I• 2X WALL FRAMING ° SEE SLAB SCHEDULE 12" DIA, SIMPSON STB2 BOLTS 5" ., p- • Z Z - • MINIMUM EMBEDMENT INTO TOP OF SLAB n° M "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND FFOR 16' O.C. VERTICALLY MAX • POURED MONOLITHICALLY WITH *- T-FOUNDATION AND SLAB EDULE SEE SCHEDULE .!�r-f BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY ANDBAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION `� SCALE: 3/4"=T-0" (NO UPLIFT) 1 V SCALE: 3/4"=1'-0" 11 SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7744078 FAX: 407-774.4078 www.abdoslgngroup•com AA #: 0003325 C sUDDIV. So L em SILVERADO LOT 17 BLK 18 PROJECT# 04128.002 17181 MODELa4EAB "1672-ARI" NGARAGE 8W RIGHT PAGE: DETAILS 150 MPH EXP. B PRINT 03/05/20 DATE sCAL E: 1/4"=f-O" sHwwr S1.1A DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-7746078 FAX: 407-774.4078 www.abdasigngroup.com L AA M: 0003325 P y M11111111 `r SUSDIV se LOT: SILVERADO LOT 17 BLK 18 PROJECT* 041 8.002 17181 MODZU 4EAB "1672-ARIA" GARAGE 8WD40: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B V A ABOUCFIAM AR NO W723 D /20 BCALE: 1/4"=1'-0" 8FIEET s1.2 TIE VERTICAL REBAR TO HOR 70,Z REBAR W/ 0" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z f °I ea O CLEAN OUT REQUIRED FOR INSPECTION m v 1: TIEtiERTICAL REBAR -� TO HORIZONTAL REBAR W/ 10" HOOK �� M#742R Z W f LU m U HORIZONTAUVERTICAL (D - REINFORCING SCALE: 3/4"=1'-0" Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a W U SPACING REQUIREMENTS Q 1a/J Z 8" CMU WALL TOP OF SLAB - e TOP OF SLAB ° SEE SLAB SCHEDULE �. BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1-STORY) W/ 1/2" ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE :° #4 24 APPLICABLE) Z MATCH STEEL #5 30" 8"PVC CHASE REINFORCEMENT„ PER SCHEDULE THRU FOOTING #7 42 8" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4"=1'-0" #5 BARS ❑ �1 ,. 8" " CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 W VW.abdesigngmup.com AA 0: 0003325 3 aumm ae Loll SILVERADO LOT 17 BLK 18 PROJECT# 04128.002 17181 moDEIe 4EAB "1672-ARIA" GARAGE awIIda: RIGHT PAGE: DETAILS It 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. 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. 9. PLACE 20 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK REMARK DESCRIFT70N Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (Psi) SIZE WH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �Ms► SAFE LOAD - POUNDS PER LINEAR FOOT oss".4 M59 SAFP TOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8UB "m *&IS "m aF1a•1s F"Oe amm WE wale w" srat4s rffim rats F22-0s rats TYPE LENGTH SUS We ROMU TYPEm LENGTH IIT rte4T F,4a Fffi4T W20V Fn-IT Fxm Fffi4T Val -IT 9324T alma r4• (a2ry PRECA8T 2291 aow aII etp eM7 em rota 1Mn rr ( % PRECAST t025 10?A i6e9 r4 (42ry PRECAST am 4m ap nm 70n mM 4m nw mt M74 I0W 11m not 4a44 am etp 7m1Zan (48ry PRECAST lessm MI am 4r0 m1 im nar 4'4' (48ry PRE.CABT 7K 763 1509 !'-0• 14e'1 PRECAST am ffita 4m em e0»!'-0' an nw m7 m4 low 11m s m0 ffits 4am I= em !,�(�'PRECAST 16M21M ,m 2110 mI am 4a» em em 4'$ (e4ry PRECAST 6Bt 7079 4'4• (el') PRECAST im7 sm 40N 4711 IM 4m 011a 7a47 ep2 Ism 11101 40 2I07 am 40,a NMI ape9i• (M' PRECAST 1217 'aO 14ie ,mm0nffi a0M ON�, (04ry PRECAST 417 411 746 9i• (e47 PRECASTe 22m ape am 301 4mINS mM m 7e47 mos ffiM am aM1 4m 5ti70' Mn PRECAST tOS2 n06 Ills ten 2m 2m am aw 9-10' M PREC14" 910 99e e,e 6'-17 (70') PRECAST m M'atp am 4m Ion 2m 4m is,,sm m 1M7 feM ffiee 31r Mffi Iip 94• M PRECAST e06 im m7 am mn sw an mt 94• M PRECAST WT T2, 490 94' (»') PRECAST m t ffiM affi1 m 1m 21" sm mt am Imew NO" m Uff 1m 2m 2m affi1 U12 r4• (SO') PRECAST 748 Is" 17m aep am am am aeffi (BOry PRECAST 424 854 888 rM (e0') PRECAST 7ID t 1 Zen am ini 1m m, WIN m, aF7 am..r4' IV ,m /m sm sps 2M7 4m 94' (11 PRECAST 564 m 11M 1m m4 em 2m am 9i' (112ry PRECAS eze 572 280 9i' (1t2ry PRECAST m 7p II 1471 1n nr 1m m 1m ,m sm am am e0, m 1 the ,m 1m m1 am 194• (12r) PRECAST 475 m m 1aA 2]ffi 21" am am I94' (,2ery PRECAST 264 401 18D 194• (12r) PRECAST m m m /m 1481 i MI m tap tm 2m 27et 4m m m ,eM w» tm ffiM pM I14' (188ry PRECAST 882 Will m ,m tm 2qa n27 4m 114• (18ery PRECAST 1SD 462 164 11'i• (19ery PRECAST 474 m m m7 to Im m m tm Im 2m 31V 4m 104 m 1 1a» "a Im ne7 Ir-0' (144ry PRECAST 887 On on tm 1m nffi ffiM sm Ira (fury PRECAST 244 402 IV Ir4' (tury PRECAST m m Tar m I Im m e» 1m 1m nM 2m am 4m m m 1a0e gm ( eory PRECAST iri• 1 2Be 471 m tam Im Im ae 2m Uri• (IW) PRECAST 217 324 110 124• (160ry PRECAST 416 m wr m m , 1m 117 m lm 1496 Im me ma 4M 40 m 110 w 1 tee? 100 (18ery PRECAST 279 4ffi m Im Im Ier na m0 14'-0' (IBBry PRECAST 205 298 I00 14'-0' (1eBry PRECAST m m m m m Im 4M m 1m 1m eM7 na am 4,0 4ffi 717 1m / 1 1MI I!'4• (17ery PREWnUMED N.R. Nt m m m In III III 14'4• (17ery PRESWOM N.R. 264 91 W4' (17n PR681 m 20 m m m m W2 m10� m m 11n 1734 410 m /2» 1m 2m a7 nw 194' (164ry PRE87RESSFD NUt Mt NO N1 Nt m m /R 19i• (1e4ry PRES'IRBiB® RR 2BB p 79i' (1B4ry PRE811ifi88ED m m a12 m 4" ne M/ m1eM 1 nY 7w 1a10 1m arY 2pD as iri' (1057 PR6871e:S w N.R.N m m Nt Nt MR lri' (20e') PREBI N.R. 194 64 Ir4' (20ery PRESVTMED ep 1p m m m m m 7p14m m m m m 1m 710e tm m7 I9i•n (282') PRE87RE88ED N.R.N Nt N1 Nit m Nt N1 19i' (29r) PRE811tl NA 148 62 19i' (292ry PR66112 ua In m m m 420 u7 m 717 1R7 m 4ffi m ,Op 1a Ins me 214• (2Se') PRESSED N.R. m m m m m 27'i' Mir) PRESS NA 125 42 214' Mn PAE81 W Nt m a W an m W. m 1m tM m m m ttw Ins tm 2r-V C"9 PRESSED N.R. m m m m m m m 2r4' (2e4ry PRE811MM N.R.118 40 m(r (2Mry PREBTRC� to ip m m m m a» na m m 1n ne m m Iw tm IBM 24'-0• Mn PRfiSIRGBSED N.R m m m m m m m 2r-0• (lee') PRfi81l MR. BI SS 24'4• (2e6ry PPESTR�BED tat i» 1n 30 IiNss tffi m 4e0 ew m 1M2 1p2 1ffi m 310 M m ip IN (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCREIE MAY 2015 EDITION - PRECAST PRODUCTS 9Y OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE PWALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE M 16-0128.03 ". 8F16-1T/0M/0B __. 8F16-iT/0M/0B 8F16-1T/0M/0B� 2� ) t L s a � GT �` s ? SF16-1T/OM/OB �n, � 1 $ 3 01 I ^a R N, 10 % N, e % 6 t ) H ( a a % K s E ) ( 3 1 ( I % 9 5LL � E 'tW 7 t 3 $ LINO, PROVIDE BB1 WHERE s I ROOF TRUSSES BEAR, TOP i e OF WALL EL. 8'-8", UNO. $ 8 9 d € i ( � Y % r eti L — — — — — J • 3 , 8F8-^g 1 T/OM/OB I ( .t' 9 8F16-1T/0M/0B 8F8- 8F28-1TI0M/0B I eIti 1T/OM/0B LIFT BEAM PLAN SCALE: 1/4" = V-0" 11 N. RONALD REAGAN B( LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.00m AA M 0003325 W i its 4 i atmDty ae L0T: SILVERAD0 LOT 17 BLK 18 PROJECT# 04128.002 17181 MODRU 4EAB "1672- ARIA11 GARAGE SWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B \ M NO W723 J aRINT A 03/05/20 8CALE: 1/4"=1'-0" aI' = S2 #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 SCALE: 3/4"=1'-0" O 0,�97- NOTES TO THE INSPECTOR/CONTRACTOR BTYP 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. y 8 y \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING >f� \) .PLACE STEEL HEIGHT. OF REINFORCING (L2) 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#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8"x16" FlP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT 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 1#5 / A TOP OF THE LINTEL. / \�\ O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 6X16 DBL. BOND TOP BEAM W/ (5 BAR BOND BE '\O 9 EACH COURSE G 8x8 BOND BEAM TOP OF W/(1)#5 BAR .L. BOND BEAM F =FILLED W/ GROUT I .\Y\� U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM ,-�LI/%/ BEAM COURSE SEE NOTE 5 16-1 T/ 1 1 V I/ 8x8 PRE -CAST CONCRETE NOMINAL�� LINTEL W/(1)#S BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY aQ HEIGHT BOND BEAM COURSE OPENING -2" 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" THAT XFXX-1T/1 MIOB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LJ)REFER AND XFXX-1T/DM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS Top*_ OF OPENING PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 114") 8" FROM EACH END AND 'MIN 1-1/4" #5 BAR BENT AS SHOWN EMBEDMENT '" 3 iF6" PRE -CAST a WINDOW 2x6 (MIN 2 X 3) 2-3I16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" l0. J6 SILL 9 FROM EACH END AND 18" SLOPE O.C. MAX. MIN 1-1/4" R EMBEDMENT 2x8 (MIN 2 X 3) 2-T16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM i/4") 8" FROM EACH END AND ) 8 TO EACH CELL HOOKED IN 18" MAX. MIN 1-1/4" MEN. 2RE 12d PER BLKHEAG ND TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 _ 4 C `� SCALE: 3l4"=1'-0" SCALE: 1 1 2"=1' 0 SCALE: 3X'=l'-0" v PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL, I I ( > I r SINGLE #5 CORNER A BAR, 3040 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I II � I�8x8 II CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(5), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM7 SCALE: 1 SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeaigngrouP.com I, AA #: 0003325 b � 6 o O SVHDIV. Ale IAT: SILVERADO LOT 17 BLK 18 P1tOJECT# 04128.002 17181 MoDEI1 4EAB "1672-ARIA" GARAGE EWING: RIGHT PAGE: DETAILS 150 MPH EXP. B A. A NO rptINT pATE: 03/06/20 SCALE: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). B. 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. 9. 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. 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 TRAYICOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = 1'-O" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-77443078 FAX 407-774-4078 www.abdosigngroup.com L AA N: 0003325 W 2 J �Iyy dD i 99UBUTV. as LOT: SILVERADO LOT 17 BLK 18 PROJECT* 04128.002 17181 MODZX.c 4EAB "1672-ARIA" GARAGE 99WWO: RIGHT PAGE: FRAMING PLAN %150 MPH EXP. B aA NO DRMT -1 A I: 03/05/20 ECALE: 1/4"=1'-0" 8*11EICT 11111 s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNVALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", 10d TO HTSM20 WI10 10d TO SHEATHING d x 1 NAILS TO TRUSS z 1 NAILS TO 6", 8" x MAY BE ADDED TRUSS AND x 2 1/4" FASTENER SCHEDULE" DSL S DBL STRAP, 1 EACH SIDE WRAPS UP AND , GARDE R GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" NAILS, H RS TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C{i) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", N EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER (16) 10d x 3 }" NAILS TO GIRDER AND 8" x 4'-0" MAY BE ADDED 8" x # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSMSI INSTALLED ON PRE-ENG TRUSS WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF BLOCK WALL WI10 10d TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 IW' W, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HO TO CMU AND (12) SOS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL }"x2}"TO GIRDER CONT POURED LINTEL 2x SECURED W/URAL GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES (� 2, O/C, 1x2, 2x WOOD FASCIA (2) }" z 5" TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER SEE ARCHITECNRAL 12" OIC FOR REVIEW C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED WI (3)16d AND APPROVAL GALV. COMMON NAILS. (2) }" x 57ITEN HD TO CMU AND (18) SOS }" x 3" IX2 SECURED W/ 10d MASOBEA.NRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM SEE SCHEDULE 12" O/C SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1.1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER It 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1c = TYPICAL ROOF MISPLACEDEMBEDDEDTRUSS ANCHOR GIRDER CONNECTOR(S) 213 2b 2c BE.34"_, 3 GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE WI (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-tl' O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 39.1"TO 60'-0 (3) ")C BRACE SECURE 2x8 PT. PLATE (1) W: BRACE 0 CENTER TO BLK WI 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED, AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:314'=1'-W THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4'D HOLE EDGE >5Me USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 1130E 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" 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, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. STM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS O SCALE: 1 tl2"=1'•0" BCALE:3a"=1'-0" 1441 N. RONALD REAGAN Ell LONGWOOD,FL32750 PH: 407.774-6078 FAX: 407-774-4078 wwwabdeslgngmp.00m L AA #: 0003328 a li r kk S oVHDIV. As LOT: SILVERADO LOT 17 BLK 18 PROJECT* 04128.002 1718 MODEU 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS %150 M H EXP. B DATE: 03/05/20 8CALX: 1/4"=1'-0" skmET s3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0"O.C. (AT Q PRE-PREW000 SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX Q FOR STRAPPING Q VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT Wl2" WASHER SET IN HIGH _ STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED WI (2) 10d's C EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE:3W=l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdaWgngroup.com L AA M: 0003325 $ 5, J aPi W�1 BUDDIV. & LJOT: SILVERADO LOT 17 BLK 18 PIiOJECT#1 04128.002 17181 1LODELa 4EAB "1672-ARIA" GARAGE 8rIiNG: RIGHT PAGE: DETAILS 150 MPH EXP. B DATE: 03/05/20 SCALE: 1/4"=1'-0" BFIEET S3.1B (2) 2X4 No.2 SYP DIAL. 2x6 OUTLOOKER 0 24" O.C. BRACE W/ (3)12d i@ EA. SECURED W/ SIMPSON H10A VTCR SPACING (1) AT EACH END 4yi TRUSS(DIAG. BRACE TO VTCR AND 6'-O" O.C. MAX. COVER 6 TRUSSES) zx SUB-D BAN 0'-0" TO 30'-0" (1) '-A' BRACE 30--1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS 111111 (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALLUPRIGHTS \11111 FROM CENTER TO END. OVER 4'-10" HIGH titi111 (AS PER TRUSS ENG) \ PLYWOOD SHEATHING, SEE "ROOFMALLIFLOORSHEATHING a FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1X2, 2x WOOD FASCIA CONNECTION PER Lio SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES 0 24" O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12" O/C AND APPROVAL SECURED W/(2)12d'e Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED W/ HIP RETURN SCALE:34"=1'-0" ' VALLEY TRUSS CONNECTION G SCALE: N,T.S. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 wwwAbdosigngroup.com AA M: 0003325 U 8 • $ IJ 6 d g� 4 i 4 SILVERADO LOT 17 BLK 18 1pRoJ1ccT# 04128.002 17181 MODZU 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS %150 MPH EXP. B I A 03/05/20CALE: 1/4"=1'-0"Ii==T s3.1C F �x I I GABLE-ENp -� ROOF WIND DESIGN PRESSURES NET(GROSS) _CE 1 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= W-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "S' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END, ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0,120" 170.000 RING i6-20 RINGS SCREW SHANK ER INCH) 8d SCREW SHANK 2 12" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESRA539 EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZW Z �w (ri Y C(� QU y Z cr m 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES ., • j Z O w - � U w Oto J Z z QY Z 3 w = U N � Z� J Z W =LAPIN ci ZYZ = rj U) z� J Z N W C7 U w � O w iG 0. TOP CORD BLOCKING AT 4' O,C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS _ ROOF SHEATHING mill---_m '1 E�1� 1 s ., ROOF SHEATHING LAYOUT AND FOR GABLE ENENDWALL DBRACING FRAMING 8d RING SHANK GUN NAILS 7� 6'O.C. IN FIELD ` C8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.B.")N FIELD J\ TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL. PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, SB7 EDITION ACI 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.73 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 DO 20 psf TOP CHORD awn-mn -rt 10 pet BTM CHORD-rwn-Doncurt®nt DEADLOAD DEAD LOAD 15 Paf TOP CHORD 20 ps1 TOP CHORD (7 pales/ ASPHALT SHINGLES) (10 W w/ No GYPCRETE) 10 psf BTM CHORD 5 Psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 Psf STAIRS LIVE LOAD 40 pet WIND: DEAD LOAD SPEED -180 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1OPaf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOW, PASSENGER VEHICLE GARAGES: 50pst, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40PSf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION! SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PS, t FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 85%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUMAGGREGATE SIZE SHALL BE 3f4'. WOOD: PROVIDE 6%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAJFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS , SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF PROVIDE 84AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABWI+GROUND WHERE INDICATED ON ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. BEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE 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 FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK, CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02, WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0" OC, EACH WAY. REINFORCING STEEL REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 50 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36' #5 BAR - 30" #7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES- (ACI 5301 ASCE 5/TMS 402. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM COO, GRACE F. = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MD(SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR S 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: 0TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy • 36 ksl FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A500, GRADE S. Fy = 46 KBI. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy - 35 ksI. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SIDS. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL CONTRACTOR SHALL SUBMIT PROPOSED MXDESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIXPRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQLAREMENTS OF ACI 301 AND ASTM C4 4OR MEASURING, MANG, TRANSPORTING. ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM AMEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSISKOTY OF THE TESTING LABORATORY To NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITHTHE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 8 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER I- I2'FORA6ANDSAU.ER 2'FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS MAr FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES. STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: T BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATIONS FOR T DN STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A44B, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TP414, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPVWTCA SCSI i" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION SIII TYPE SPAC.PO REMAPo(. APPLICATION SQE tYPE bPACOJG REMARKS to Pf FURRwG TO MASONRY ICONC. CAGE HARDENED COAL tUll11?LINO. COIC GARAGEDOORBUCK TOM-1 1M'ON. NO WASHER iAPW+4 AAlSOFPY FASTENER B" 11?EMBED..-DIET, it?EDGE DIET. SGO, AL. EXT. DOORS CASE HARDENED COIL 0.OIC WINOOW/WGRIFASTENED GARAGE DOOR BUCK 1G'DM. WI 4'EMBED..VENDD r. to PT.SEENOTE6 W.Il 11?LQNO. STAGGERED INTO MASONRYICONC. TO MASONHYwDNC. W.- EXPANSwN BOLT EDGE LEDGE GIST. wBAO`Vwm CASENARDENEDCOIL Ir'- WtlNDWNDIXtlFASTENED MEfALSTRAPip CONTACT THIS ENGINEER FOR SPACING I-T,BBE-6 NA111?LONG. STAGGERED WTOMASONM­ MASdMYICONC. REQUIREMENTS E%T. eWW000IXt n)Y1CDM. 'TAPCON' P. 11G"EMBED ,.' END , NON-BEMING WOOD 12• EKPANSKNJ 4"EMBED. VEND 44.0� BUCK2+PT,SEENOTEB NO WASHER FASTNER DIST., I- EDGE D6T. WALL TO HNC. SLAB WI WASHER BOLT GIST., $'EDGE GIST. PT WX4WWBUIX 013C PAF x21IB" COIL 4-IIISr.- i09 fl COL, 9EE WIWASHEIP 9TAGGE.D EDGE DIET. EB 111 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 21 MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdoslgngmup.00m AA 8: G003325 q P � a yY H iS Z q 0 Raj Q 9 aUDDIN. 16 LOT: SILVERADO LOT 17 BLK 18 PROJECT# 04128.002 17181 1[ODEIt 4EAB "1672-ARIA" GARAGE STALING: RIGHT PAGE: DETAILS 150 MPH EXP. B 4