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HomeMy WebLinkAbout7068 Silverado Ranch Blvd99F'72-4EAB—ARIA HOMES► 12602 TELECOM C )RIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 AiL CODES FLORIDA BUILDiNC C"TH PREVAILING NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRNILLS ORDINANCES cl�-Y �� Zr-:pH JUL 2 5 201 AzL PLAN:I8 EX-AA41�� • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 8TH EDITION (2017) *FLORIDA FIRE PREVENTION CODE 8TH EDITION -NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION •� LOCAL AND STATE CODES .00CUPANCY - RBSIDENRAL GROUP RS •CONSTRUCTION TYPE - VB MIN. INTERIOR FINISH - CRASS B -BASIC IM SPEED - VBIt=150 MPH • m(POSURE - =us MPH B •1-STORY RESIDENCE - •2-STORY RESIDENCE - YAX HEIGHT AS PER IACAL AND STATE CODES ABV. A/C ADL ALT. AMP, BD. CL CAa. CLG CIA C CPT.P1r. C.T. D. DBL D.G. DIA. DIM. OF. DR. D.S. DTL. D.W.EAL;W"S`E ELEV. EQ. P,7[H. EXT. P.GJFX. P.G. FIN. FLIL P � FTC. GA. GAR. DISP. O.F.I. GL. GYP. BD. H.B. H.C. HDR. HOT. OR ITT INS LA . LUM. M.C. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMICTILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DE DISPOSAL DOOR DOWNSPOUT DETAIL ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND FAULT CISCOTINTERRUPTER GLASS GYPSUM BOARD HOSEBIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR Y LUMINOUS MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL METAL N.T.S. NOT TO SCALE O.C. ON CENTER Y LNE P. PUSHBTTON P.B. PUSH BUTTON PHONE PLY. PLATE p D PLYWPLYWOOD PR. PAIR P.T. PRESSURETREATED R. RISER R. D. RADIUS R.A.O. RENRNAIR GRILL REF. REFRIGERATOR R.C. ROUGH OPENING s.C. SOLIDCOREEXTDR S.D. SMOKE DETECTOR S.H SINGLE HUNG SHTHG. SHEET SHEATHING SHWR SHOWER SIM. SIMILAR SL SLIDING SL. GL SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPEREDGLASS T.O THICK OP FCURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHER SE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WOW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPITON OMM Cp'S I&WEp ARCHITECTURAL SHEET # DESCRIPTION OVM 20n MC UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "c" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAi—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS _ PG WWA5-NOT UASSEMBLY DETAILS PG WAB—WALL ASSEMBLY DETAILS VV" CD'S RE -ISSUED 04Ab18 FOOTMG REVISION PER NL eourEs 02MAS PLAN MANTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ' ' 0 ' S LNIG K72 •.A. FT. GARAGE 432 SO. FT. mNmW 30 8•FT' LANs 96 60 TOTAL 22M Sp FT STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.lA—DETAILS PG S3—FRAMING PLAN PG S3.IA—DETAILS PG S3.iB—DETAILS PG S3.iC—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BU THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN TRW DRAWING SMAM UNCLEAR AND IN NEED OF FURTHER DETA G OR EXPLANATION IN ORDER TO BUIID THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1's IN WR111EN__/DRAWN FORMS IN A TIMELY MANNER. AB DSE9SIION GROUP TAKES NO RESPONSDl=Y FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RRI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744V078 FAX: 407-774.4078 www.abdesWWoup.wm AA Z 0003325 s q a IElvsa><v as Loan SILVERADO LOT ##18 BLK ##07 P1tOJIl7CT 04128, MODUIU 4EAB "1672- ARIA" GAP-*GZ OWDf a: LEFT >PAOX: COVER SHEET 50 MPH EXP. MINT Dw03/11/19 •CAIX: 1/4"=1'—O" 812m 'r C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE INCOMPLIANCE NTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMSSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 8. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLBE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 136 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATINGTHE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.481" SHEET STEEL 1-MIN. RIGID ON -META WC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALLHAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE 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�CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /.4NCH GYPSUM BOARD OR EQUIVALENT, are 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 UTIUTIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 6. COMPACTION BY FLOODING OR JETTING IS STRK;TLY PROHIBITED, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8, EXCAVATIONS TO BE A MINIMUM OF 3'-0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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" TUBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBERCONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2002) 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 NTH CHAPTER 6.WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET 3N1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24'AND THE MNIMIUMAREASHALL BE8FT .SQ. PLIRIBWO 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 I%' 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 P30D5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP29D3. 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. EXTERIOR WALLCWAWA IW 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 R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR PINIRHEE 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 12" 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-C1063.12a 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-C1063 -IIAAND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 11T GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS 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. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7746078 FAX: 407-774-4078 www,abdesigogroup.eom L AA N: 0003325 $ Q 0 0 3 9 fill's amwiv. ac IAT: SILVERADO LOT #18 BLK #07 PROJECT 28.001-18071 MODKU 4EAB "1672-ARIA" OAl<Aaa OWDTG: LEFT PACZ- GENERAL NOTES 50 MPH EXP. Pj ARcwT 2c r= or- 7�_ ►AR Nswum DA M 03/11/19 *CA=: 1/4"=1'-O" slim= GN WAIM-1i a[googolo otttttttttttot- ==olollttp oo, - - I- 1' IV 11 II '11 WOMEN oltgoto o - n - - Z n - . - - - ® - [I ru s o - ® , CL& �- -ATTIC® - Z ■_ LAJ: - - - ..��- - PER -GARAGE CODE � I' - - 0 Mau o - - - :�� - i olltttUtlo all olttlol oilttl,o --------------------- o!Illa ot1'o Itttttttttttl f/3�1�iS/U7B4! SQ.FT. CALC. S LNNG 1612 Sa FT. GARAGE 432 Sa FT. ENTRY 38 Sa FT. LANAI %6 Sa FT. TOTAL 2238 Sa FT. MNCEOFORIIBM OM Aas E � we 1L81/NMpEAb IBMIq MIN. WINDOW I® 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SGsD. MIN' 41 5 23/-2-b CRITERIA 16010 0}4D. 112 5 20A/42.1 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT.=1I, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 11301.2,1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLDRABLS OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. mn onLDA7EOVti1 FLOOR PLAN SC -ALE. 1/4' . I'-0' Cl� F TOP PLATE 9 in OBA% DETAIL SGALE'"I'-0' 4 a a DIM. VARIES ARCH DTL. B SCALE, 1/2 • I'-0' -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIC106", SOLID ORHONEYCOMIS-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MNUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 C a 8 a 0 � Sp ip0 4 stymiv. & LOT: SILVERADO LOT ##18 BLK ##07 P1W:OJWT 01-18071 MODiRL 4EAB "1672-ARIA" OAP-%GZ BWtNG: LEFT PADS: FLOOR PLAN 50 MPH EXP. AREA tTEOT. n A CPA NO g8 punn DATE, 03/11/19 sCALS: 1/4"=1'-0" slim= Al BLDG. I-II3ITIo SHINGLE ROOF:------, 6' RAISED BAND i LAP SIDING AS SPECIFIED b, (T1'PJ 4' RAISED BAND 4' FREIZE BAND (TYPJ OPT. COACH LIGHT b' TRIM BOARD (TYP.) B'-B' 51W.. HGT. _ _ B'-8�BRG. HST. TYP• 2' C � _ Ili DECORATIVE I ECNE IESHUTTER 9 < I I 9 4' RAISED o BAND (TYPJ � lr 0'-C' FIN. FLR IN.4 GRAD5j- -- - —' --- - - --- -- - FRONT ELEVATION SCALE, 1/4 . V-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHNG AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT 12 LEFT ELEVATION SCALE, 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I / OFFNDGE � T i %RFAOFATTIC = 7735 SO. rr. NFr FREEVENTIIAION AR61 RISCIUVIED = 1/3m REg1111I1DVENTIIATIONAREA = 2235 AW = 7A5 VEN7RATION AREA XSO. INUIES PERFL (1441 1028 50. IN. MIN. REOIRREDVENfRATION = .SN ffi7LR IN TAPER PORTION OFATTIC - 536490,IN OFF RIOMVENTRAMON AREA = SIs SIN PB 5364 /in IOTALROFVENTS REQUIRED = 465435 TOM OFVENISPROVIDED = 5 =M�/1 of ATTK R7NEPERMFBIOF THE HOUSE. l8STI* OVERHANG (OFIERNSROFW MEXTERIOROFINI"NOOVFNNNGSINCIJUDED] ABA NUNN no LEI 'IF - " 1�mjJL--i I - ,om �-, - I Wuuj-,m -0' REAR ELEVATION SCALE, 1/4 . 1'-C' TEXTURED FINISH 8'-B" BRC IR. 1T1T. F-1 0'-0' FIN --_ -- I I "A .4 1.410 _----------------------- FIN. F v— RIGHT ELEVATION SCALE, 114 . F-C' TEXTURED FINISH v 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdeskpvgroup.com AA 8: 0003325 Q avaaiv aE toa� SILVERADO LOT ##18 BLK ##07 P1tOJl:CT 18071 04128.00 MOOR E 4EAB "1672— ARIA" OARAON SWZKOE LEFT PAar. ELEVATION "C" 50 MPH EXP. DA � 03/11/19 SICAIM 1/4"=l'-0" sA2C ELECTRICAL LEGEND SYML DESCRIPTION _w TANDARD SUTCH �" -WAY SIUTCN yp -WAY SEATGN IMMER SWITCH HE BUTTON ISGONNECT T RMCSTAT LNGLE RECEPTACLE (12BVF20-AMP POLE) PLEX RECEPTACLE PLEX RECEPTACLE (EQUIPPED F114,6LNIMMFAULT PTER/TAMPER RESISTANT TYPE) WV DUPLEX OUTLET !HALF OF CUTLET RED TO SWITCW � X4 OR WATERPROOFIGFI GEPTACLE(6ROUND FAULT EX RECEPTACLE RECEPTACLE (FLOOR to", TACLE (4 URE L MOUNTED LIGHT ILNG MOUNTED LIGHT LIGHT LOOD LIGHT SCONCE PFE•URE T MW WITH LIGHT (I CFM PER SQ. FTJ wa BULB LIGHT FIXTURE SBSS 14 BULB LIGHT FIXTURE e°�9 BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT UATH PULL CHAIN ER CABINET LIGHT ® k4' FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LIGHT (SURFACE Delk4' FLUORESCENT LIGHT (RECESSED) • O CEEB LIGHT CE66 LIGHT (VAPOR PROOF) 0.1M6 MOUNTED LIGHT WITH J-BOX OPT. FAN PANELCAL TI ) METER (FECD-VER79-- 6.0 BOX !WALL MOUNTED) (CEILING MOUNTED) (LING MOUNTED FAN ® FAN rl CFM PER SO. FT.) y JAGC 0 DETECTOR (CEILING MOUNTED) rEe El It QUI TV JACK -4- PORT LOSES, • LOCATION OP TV JACKS a PMONE OUTLETS s FANS TORE VERIFIED • HOMECUEIR PRE -CONSTRUCTION MEETING. • ALL B N 20 AMP BRANCH CRCUITS TO BE ARC FAULT PROTECTED PER NEC 2012(b) 204 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DI6HIUA8FER DISCONNECT TO BE LOCKOUT IN PANEL • BATNROOI'1 EXHAUST FAN TO HAVE MN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE M901A OF FBGR 6TH fiDITON (2011). • LAUNDRY Roo RECEPTACLE SMALL BE GROUND FAULT ORCUIT•INTERUPPTER PROTECTION FOR PERSONNEL ONFENDERS) • URNS METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT . TAYPE eN7F.a &" sE I_ M SY ll D AND TBf OF LIGHTING MIST B[ ENERGY EFFICIENT (RFMIDENTIAL ENERGY [PPIGL•WCY) 20n. bNh EDITION R404J METEF FIELD VERIF' LOC. OPT. COACW I WT `` ELECTRICAL PLAN SCALES 1/4' . F-0' ©DRIES N=mKnmmcm moles= ®10�BO0�a1 O m0 OUR fJ• �80mL'L� mEvo--,�-�EE�Eaa Kim tl• m mm�oam 1NN7ssss�©�����' 0 B1•�LIIN����LLTJ aao�oEs •a�aa�aa�c�aaaaaa�al� aaa��a�:�aaa•�af� lJaafL�L..""*f—'r�fJaaa�tl}��.. a•J aaaaaaalL�a��aaaaaa�l �a�aa�€�a�a•:� MILO aaaaaaalL�aaa��i_ O© BONN SIB ERROR m 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOT'EM A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PRCM6100 OF THE FBCR stH EDITION (20rf LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. E. ALL CONDUCTORS SMALL BE TYPE THFN/THUN UNLESS NOTED OTHEMAGE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP. 120440 VOLT, I PHASE SEGONDAI ELECTRICAL. SERVICE. PROVIDE 3 9 COPPER (CU) IN I-I/1" VIA 6CHEDULE SO PVC CONDUIT OR PROVIDE 3 '4/0 ALLR7N6M (AL) IN 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE IMTN THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 30210 CU, THWN • IRS CU IN 21 CONDUIT OR 3 HMO AL, THEN • 1% CU IN 2' CONDUIT. !CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) COMBINATION 5011 1" AMP DISCONNECT SWITCH MID T20440 VOLT M ELECTRIC METER IN I 5E NEMA 3R ENCLOSURE MLO PANEL BOARP MC5 TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE E4 AgIE T EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 V CU SERVICE OROIND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FECR 6L4 EDIrIaN r2oni SM" DIA X S PT LCNG COPPER CLAD GIRMIND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774NU078 FAX:407.774-4078 www.abdosWngrouRRm AA M: 0003325 h ZZ O g 0 Q 9LL S WWW Ei><J>sDIV. Aa :ATs SILVERADO LOT #18 BLK #07 PLtOJECT - 18071 MODZU 4EAB 101672- ARIA" GARAGE STM90: LEFT PAGE: ELECTRICAL PLAN 50 MPH EXP. DaDn w03/11/38 OCAUM 1/4"=1'—O" aMcm E1 II I II I II j I I I I I I I j I t I I I _ II tl • �tl I � I I I N • 11 pl I I II II II II ( I I II II u tn� li iu OND I I L----- J � PLUMBING PLAN SCALE, V4 . I'-O' V KITCHEN sm UV AUTO VENT 2' v.TR 2't �I 2• 1 I gal IR' i V2•�/ I �1 1/2' / 2`i 1 V2 111C• L.AV. AV 3 ISwum 2' V.TR I IR> i I li ( j I Iv2• I 2•� I TL" 1 rI V2� LAAVV I I 1 I >� a• I I 2. PLUMBING RISER DIAGRAM TO MAN 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-774078 FAX:407-7744078 www,abdoeigngrop.com AA M: 0003368 T 0 l F as t�oRADO ##18 ##07 18071 — AB -ARIA" BVI NG. LEFT PAGM PLUMBING PLAN 50 MPH EXP. Pj AL rD:AtDT"& 03/11/19:"=1'-0" 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 PAS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 605. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SWALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL DE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER POO 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED INACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL ISE MECHANICALLY VENTED IN ACCORDANCE WITH FDG 6TH EDITION (20111 MECHANICAL CODE SECTION 403. B. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 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. REDO MENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANT0044 DBF BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LNEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE. SUPPLY TRUNK BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRII AIR GRILL NOTE ALL WVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER PLENUM d AIR RETURN W/ (2)-3/161X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL RUCTION AND LIQUID AIR SUPPLY d REFRIGERANT LINES AIR HANDLER bT 4' CONCRETE SLAD SECURE STRAP TO UNIT W/ (2) G8X1 I/4' BHT. MTL. SCREWS EXTERIOR WALL d 3/4' PVC CONDEN&ATE DRAM LINE CONDENSER UNIT EVAP. TRAY U PVC SLEEVE TO LINES BELOW SLAD CONNECTION TO PAD q REPWAVANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE- MAN COND. DRAIN 3/4' DIA. TRAP DRAIN LIE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. GODS MOTION 301.2A HVAC DRAINS EE SGORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG SEE SPEC. BRASS PLUG I I FIN. GRADE FITTING OR EXTENSION TO OR PAYING SOIL OR WASTE AS FITTNG OR REQUIRED EXTENSION TO 801E WADE 8240-K JOGAM 560M OR WASTE AS INSIDE SERIES NICKEL BRAGS TOP REQUIRED CAULK P.V C OPT"*nr S TE AN IL NV, SEE SITE PLAN OFLOOR SLAB CLEAN -OUT (TY�PN.) EXT. GROUND CLEAN -OUT (TYP.) MECHANICAL PLAN 2 Mfg SCALE: V4 . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774B0TS FAX: 407-774-4078 www.abdoslogroup.com AA a: 0003328 q a S r 0 O 3 9 Slei I 4 mm aumiv. i4 LOTS SILVERADO LOT ##18 BLK ##07 PnOJEICT -18071 04128.00 MODXU 4EAB "1672- ARIA" GA>RAGZ OWINCH LEFT PAGM MECHANICAL PLAN 50 MPH EXP. ARCHITECT ter^ wl a A. CPA AR NO 90723 Dwam A 03/11/19 13CALM 1/4"=1'-0" sI3asT M1 y�R�{F.s��t— l� 2X4 TOP PLATE K- T PRE -PAD TRUSS I/2' Glfs. BOARD 14' DRYWALL 2X4 WOOD STUDS 024' oc, 1--C40HC. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.G. OR, NOT LESS THAN 2x&, WHERE SPACED NOT MORE THAN 24' OTC. FIN, FLR T ' 4 TYP. INT. WALL NON-BRG. D' SCALE, 9/4'.T-O' FIBERGLASS SHINGLES OVER e80 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R06 SJJ ON J' O.S.B. 6HEATHNG OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT T7P. OA S/S' GYPSUM IN OR 1/2' HIGH STRENGTH CLG, BOARD ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS � r REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. IR' THICK 2 COAT PORTLAND S' Cm CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN FLRj _ } 1 a }'a • a: - FIBERGLASS 614INGLES OYER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON J' O*J9. SHEATHING ORPCOX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. PLR } a. . n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W511 - FOR ROOF 5 1-STORY HIP BLOCK WALL (2)OLAE ER UNDERLAYMENT SYSTEM SCALE, 314'.I'-IV IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE It, ASTM D 4916S TYPE IV, OR ASTM D 6151 2 GAS LINE THRU BLACK Kw --fEEK vr•r-w FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTICN R608J-1 ON I' O.G.S. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRU66 DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 6' cm Ox"LM 1'-m' TYP. Imo+. —grf OTW op ct RWBo coA 3 GARAGE DOOR JAMBS D1 SCALE: I1/2'•I'-V' 2x BLOCKING BETUEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSOS.0 ON J' 0.&A. STIFFBACK AT ALL UPRIGHTS SWEAT14M OR k COX PER STRUCTURAL DETAILS PLYWOOD 6ECURED PER FASTENER SCHEDULE PRE-ENG UD. TRUSS TYR MTL. DRIP EDGE O.H. PER ELEVATION 2x FASCIA PER / ELEVATIONS 2x RAT RUN SECURED PER STRUCTURAL / STRUCTURAL DETAILS J/ VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TIWJ66 INSULATION R-VALUES PER ELEVATION WEEP SCREED S/S' GYPSUM BOARD OR IQ' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4J INSULATION 14- THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED ;. DIRECTLY TO MASONRY Ix2 P.T. FURRING STRIPS • 24' OG. La' GYP. WL. EID. CMU WOOD BASE } _ 0'-0' FM. FLR a. a. ti .. a- , W/ WINDOW OPENING BTYP.WALL SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL l\pV SCALE, 3/4'.I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407-7744078 www.abdesig %mup eom AA M: 0003325 8 .18 n U sumiv so trap SILVERADO LOT ##18 BLK ##07 Pn0"=T 04128.002-18071 MODS74 4EAB - "_1-6/72- ARIA" GARAG16 8TaNCk LEFT PAGIM DETAILS 50 MPH EXP. Bj ARCFIIT'ECT: rNf A CM AR NO 93720 PUDIT DATIM 03/11/19 RCALE: 1/4"=1'-0" Sll10ST D1 C MN TO 7�—LB; a —�LA�mi -�LL ® L. 2%4 ON-'/ FLAT TO DLK IW OUr NAIL& s4>� 7x4. eAwAaE DOOR euaG ev (N IN )JW' A-DOLTD W EMD[DMDIT MN W/ 2'XI-A WANlR MD N!r GIRACED EVBILY FROM FLOOR TO "RAW DOOR HBR IN JOINTS MRIOR TO FILLNM 1.2xi P1 BLOCK a CENTER Or DOOR HEAD" WerOr'X!' J-DOLTS III4' 01WO !M W/ 2'X 'W WASHER AND NIR. MAMPACTI✓PS" INSTALLATION 11,61RICTI" WERE SUC 4 NOTR=101411, AIR MORE OTRNOEW GARAGE DOOR 1 BUCK ATTACHMENT 4uu. vr— O8' CMN DRYWALL %i' I'X4. OR rX2' P.T. NAILER Ix4 PT. OR % k4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK a W/ IV TAPCONS (MIN. SHANK SIZE .145 MIN. 1 EAD SIZE 300 MIN. EMBEDMENT I-)' WITHIN S' OF EACH END 4 18' OG, MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANJFACI 6 DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 A VINDOW BLOCK + 4 +5 2X4,m SECURE TO BLOCK W/ �(e' TAPCONB OR (MIN SHANK SIZE J45 MIN HEAD SIZE 300 MINN, EMBEDMENT 1 Y49 WITHIN 8. OF EACH END 4 IS' Or- MAX SPACING. 2xb,m SECURE TO BLOCK WR- ' TAPCONS(MIN. SWANK SIZE .HIS MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4,) WITHIN 8' OF EACH END 4 8' GMU I8' O.G. MAX SPACING. K 2x8,m � 1'X4' OR SECURE TO BLOCK W/2-11{`' TAPCONS (MIN. SHANK SIZE J4S MM. HEAD SIZE 300 DOOR MIN. EMBEDMENT I Ys') rTACH WITHIN 8' OF EACH END 4 'DRYWALL DO'P.T. NAILER CARING JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS. IS O.C. MAX SPACING. NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1 (nl W TO L BLOCK +1-1/2' 2X4m SECURE TO BLOCK W/' TAPCONB (MIN SHANK 61ZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 16' Or- MAX SPACING. MUST dE ON OUTSIDE 4 Zx&= SECURED THROUGH SEECSTO BLOCK W/2-%' NON-STRUCTURALTAPCOhli(e' MIN TMIN (MIN. SHANK SIZE .45 INTO EMMBEDBED INTO BLOCK MIN. HEAD SIZE 300 CMU MN. EMBEDMENT IY4) 'DRYWALL WITHIN S' OF EACH END 4 I8. O.G. MAX SPACING,�f4`X4. OR 114' P.T. NAILER 2X8•m SECURE TOBLOCK WV2-9(e' XMIN(MIN. SHANK SIZE J45MIN. HEAD SIZE 300 R WINDOW #TTOACWATTOI� MIN EMBEDMENT 1Y4) PER WITHIN 8' OF EACH END' 4 MANFAGTURES DETAILS, E6' O.C. MAX SPACING. NOTE, 8141M AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-15 p" 1 .1115 6 C SCALE, NT.B. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .H15 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4') WITHIN e' OF EACH END 4 NOTE, STRUCTURAL 2X IS' OC. MAX SPACING. MUST DE ON OUTSIDE 4 2)(& 4 SECURED THROUGH SECURE TO BLOCK W,7-11(e' NON-STRUCTURAL 116' TAPCONS TAPCON MIN. I-Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8• CHU WITHIN 8' OF EACH END 4 J�• DRYWALL 18' O.C. MAX 6PACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2XO4 SECURE TO BLOCK WV2-IJ(e' CASING TAPCONS (MIN SHANK SIZE A45 MIN. HEAD 61ZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) —ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURE6 DETAILS, 18' O:C, MAX SPACING NOTE, SHIM AB NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +2 4" DOA TO BLACK +2 1 4' 2X4m SECURE TO BLOCK W/ TAPCON6 (MIN. SHANK SIZE J45 MIN. 1 EAD SIZE 300 MR EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X O.C. MAX SPACING. MUST BE ON OUTSIDE 4 X SECURED THROUGH SECUR BLOCK W/2-i(e'TAPCON NON-STRUCTURAL VSAE PTO MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MIR EMBEDMENT 1 Y4) DRYWALL WITHIN 6' OF EACH END 4 'X4' OR IW P.T. NAILER E8' O:C, MAX SPACING. 2>0b� SEA BLOCK W/246' C�4 (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER I6' Or- MAX SPACING. MANFACTURE8 DETAILS. w,e. w+r N4exo m "usars,eo xor exmo4•� DOOR JAMB TO BLOCK +3" E SCALE, N b. ZX4m SECURE TO BLOCK W/ V., TAPCONS (MIN. SHANK SIZE JO MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X 18' DO. MAX 6PACING. MAST DE ON OUTSIDE 4 2Xb,m SECURED THROUGH SECURE TO BLOCK W/2-i6.' NON-STRUCTURAL V,' TAPCONS(MIK SHANK SIZE TAPCON MIN. I-Yi .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 3" MIN EMBEDMENT I Y4) WITHIN8' OF EACH END 4 8• CT'U 1f' DRYWALL IB' O.C. MAX SPACING. 2X6,® I'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK 074W ND 2K SECURE TO TAP02NWMIN. SHANK SIZE STRUCTURAL MEMBER ,µ5 WK2Jgd WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 6' OG. MAX MIN EMBEDMENT 1 Y49 "-DOOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IVOr- MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" F 2X4m SECURE TO BLOCK W4'1 TAPCONB(MM. SHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 E3' O.C. MAX SPACING. SECURED THROUGH 2X6,= NON-STRUCTURAL V SECURE TO BLOCK 0Y1-1/4' TAPCON MM. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK, .145 MR HEAD SIZE 300 CMU MIN. EMBEDMENT I Ys) S' DRYWALL WITHIN 8' OF EACH END 1 IB' OG. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X84mO ❑ SECURE TO BLOCK WVI-1/4' )6' OAS. X 4' MIN. TAPCONS (MIN SHANK SIZE .145 OOR CASING MIN. HEAD SIZE 300 MN. EMBEDMENT I Y•') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IB' O:C. MAX SPACING. MANUFACTURES DETAILS. Npltwe, r me,o,o,ws 4•ee1(Oo Na, exnm #•� DOOR JAMB TO BLOCK KT+3-T/18" G R + -4 SCALE, b.le 2X4,m SECURE TO 15LOCK U44 TAPOONS (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL ix IS' G MAX SPACING. MUST BE ON OUTSIDE 4 , m SECURED THRUGH SECURE TO BLOCK WA-1/4, SEC NON-STRUCTURAL 1(e' TAPCON6 TAPCON MIN. I Y4 (MIN. SWANK SIZE J4S EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1149 S' CM WITHIN 8' OF EACH END 4 Jj' DRYWALL *'Or- MAX SPACING. El I'X4' OR I'X' P.T. NAILER 2kB� SECURE TO BLOCK WA-1/4' ' P.T. X 4' MN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT 11'4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END • TTACH TO 2X PER IB' 0r• MAX SPACING MANFACTWRES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3 3Oz /4' �Ta1 1fIND01F TO BACK +3 3/4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX:407-7744078 wwwabdes%pWoup.com , AA N: 0003325 q E aUDDIV, ae LOP SILVERADO LOT ##18 BLK ##07 PLROJZCT -18071 04128.00 ll[ODZLL: 4EAB "1672-ARIA" GA1t"R 81REtOa LEFT PAOZ: DETAILS 50 MPH EXP. fB 03/liCAILJC: 1/4"=1'-O" lter D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 201 FFBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 FL 6223.3 FL 17325.1 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 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FUS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 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 FL15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 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 10477.117 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 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE:01/14/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX:407.774-4078 www.abdeaWWoup.com AA B: 0003328 h 8 Q O q S 4 evenly ac Lo1! SILVERADO LOT #18 BLK #07 P1tojw 1[ODSL: 4EAB "1672- ARIA" OAMAGM SWINOc LEFT PADS PRODUCT APPROVAL LISTING 50 MPH EXP. pnwT .9 DATM 03/11/19 SCALM 1/4"=1'-O" BU mc" D3 OLIeLD MIIIO. n.A O 1. Ce1A/! n.e •° ®moo KIC KO UT ® DETAIL OIroAo.a - ® l�'OLD.aIAI�.n.A WOOD SHEATI-IING OR CMU n'xelllllllAss.n.e y. WRIS LAYER 01, w Wall . Orr. e a avOT A . n. a r5 STUCCO WRAP (FRAME ONLY) . ran n. a &AM n. e Ti l n.0 Taumss A THIM 3 COAT CEMENT PLASTER (FRAME), VY'GOAT LEGEND CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • O� e f LAP WREN 4 TAPE OVER RDOF/WALL SCREED DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) emcm rT14M3COAT Ce+ert ? bill *L' TYPE CONTINUOUS Wl LAYER 02 (FORTIFI5ER"LmTma%"A Ur - - - - - - ^ � ' T z GAIiiii AL FLAOWIr (NAIL TO TROOF DECK, NOT BUILDING PAPER) UM LATIN R• FMr=R i° WALL SHEATHING) OWLDa1G Rl a."pan s mLAYM%n�waw. CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X-X INSTALL WITH ROOF CEMENT ur urea Or aun one ~ 011,W "AL.O 1LAW& MOP 'a.aL is .., STUCCO � on aw ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE METAL LATH: LATH TO 5E PER SECTION WAMt TWIT °°" R103.1.1 / ASTM C-541-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL Wltll.t aabwtl AT em+an Q ena M(eeNCliOle e.Aa."e,.eLATH DOES NOT MEET SPECIFICATIONS) e"AnaAUT ear VAl4'°"'y` rAsaA cJ "L" FLASHING N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesVkgroupl AA A: 00033 5 ] 0 W cl LL 11pno vE as LOT SILVERADO LOT #18 BLK #07 JmCT 04128.00 —18071 MODRU 4EAB "1672- ARIA" GARAas WWWO: LEFT PAOr: WALL ASSEMBLY DETAILS 50 MPH EXP. STUCC FINISH CI b' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING LAYER ti UNIT STUCCO WRAP LAYER 4, FORTIFIDER 1441 N. RONALD REAOAN BLVD. PREMANUR DRYER BUILDING PAPER LONGWOOD, FL 32780 VENT CAP (SET IN METAL LATH PH: 407-7748078 CONT. SEALANT) 7� p�� FAX: 407-774.4078 CONBTFWTION �/''�_R�'1I8N �UNO Www.ebde&WVo4p.00m FASTEN To UIDOD SnarcTURAL AA S: 0003328 00 rEmlea • roc FLAX SEALANT e TOP 4 SIDES O 6 DRYER VENT (BLOCK) R B' ca 1I V TOX, M12AM L UB�P SCllClD -� `+r S' UADE STRIP SELF ADNESNE K-4614IPIfa, CLEAN MASCNRY BEF40M APPLYM TD6N ISUILDMG PAPER Fi1�nABON¢r OVER 'Q'"`XFLASW r ® HORIZONTAL WEEP SCREED FRAME TO BLOCK PIPE THROUGFI WALL 1 pppElll Q Y y g 4 V SELF ADHESIVE FLASHING (INSTALL PER MANUP. SPECS.) a' CUILDMG PAPER UNDER 'OUIQG FLASH' CUT OPENMG IN STUCCOYER WRAP {A APPROVED WOUSEWRAP W FOR BOX INSTALLATION el, CUT 'X' INTO £::#;< i A VENT PENETRATION WRB LAYER STUCCO WRAP SELF -ADHERING`:`.` MEMBRANE FLASHING SCALE, N.T.B. APPLY SELF -ADHERING WOOD SN ATHI E NG MEMBRANE FLASHING 1 OVER BOX AND OVER APPROVED WRB LAYER STEP *1 STEP *2 APPROVED HOUSEWRAP BELOW WRB LAYER 'I STUCCO WRAP ELEC. MET IEL ER F I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT 6 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE'D'PELT MEMBRANEFLASNMG ENTERS BOX_ OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE DHM ER AND ONE (1) LAYER OF PAINT EDGE FLASHI FLASWI MKs OVER APROVED PRIOR TO INSTALLING ELEC. HOUSE~ METER UPS LAYER e2, FORTIFIBER CAVITY TO BE FILLED STEP *3 BUILDING PAPER WITH RIGID POLYMERIC STEPS LEGEND ISOGYANOT£-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (WRB BASE SEALANT AT POINT COATING OVER LAYER 01 STUCCO WRAP) TWAT ELEC. WIRE PENETRATES (SEE TYPICAL WALL om SLTSDIV. &e LOT. SILVERADO LOT #18 BLK #07 PROJMCT 04 2 . -1 71 mo 4EAB "1672—ARIA" GARAGE 8WWCk LEFT PAG& WALL ASSEMBLY DETAILS 50 MPH EXP. Ej APPLY E-I BE ee�e . `s` SECTION) OVERIWRLAYER e2 (FORTIFIBER - - - - -� roMIN B T, BUILDING PAPER) AREA TO RECEIVE METAL LATH STUCCO SCRATCH COAT SEALANT AT METAL LATH x—x—x—x 4 1 COAT OF PAINT WRACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH �YAXABOUCHACPAI COAT LARGER THAN T14E ELEC.WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP *5 STEP *�o% ELECTRICAL RECEPTACLE DATM RIKT METAL LATH: LATH t0 03/11/19 BE PER SECTION ELECTRICAL CONDUIT O D91CALM:1/4"-l'-O" R'103.'t.1 i ASTM c-sa-I-�, MIN. 25 ALBS. O PENETRATION ax�T PER SQ. YARD (UTILITY OR NOMINAL WAS LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - • - - • - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - I 2 1/2' k CORNER BEAD (FASTENER 4 SPACIW-% * l' O.C.) CMU %' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdes4npup.com AA N: 0003325 �a 8 6t r Q Q o 8 sysaiv. a LOP SILVERADO LOT #18 BLK #07 PROJECT 04128,002-18071 MODZU 4EAB "1672- ARIA" GARAGE SWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. D TO 03/11/19 scAm 1/4"=l'-0" ssac" WA3 Wom a� TM CTWN ASWATH" — WATWWR REMTw BAPNRWATFVt RENBTWE — DAJVtM o V.x T ; 8ION8 RAOMa13•�R� STARTER 8TN?- �i•aBLF•ADNBRAG FiA8F11Ni d4RItlQ1t --The. �RAIOtlaR I�C.TNS i'LAAW FM 6ALVO FETAL •r FLAGHINM N -,L- SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-05, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER w2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesl�oup.com AA is 0003325 g 2 oulwi . 4 LOT. SILVERADO LOT #18 BLK #07 0► "' 128.00 - 7 MODRU 4EAB "1672- ARIA" GAiewas swwo: 1LEFT PAO& WALL ASSEMBLY DETAILS 50 MPH EXP. D 'M 03/11/19 sCALM 1/4"=1'-0" B*Em= WA4 / - — V 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN r...---.----._.__--------------_ ( ( N i PEEL 4 STICK DRIP EDGE 1--- ---------------- ----- --- ----- I \\\ 1/S' /8' TEXTURED ; FINISH 0 WOOD I \\ I i/8 1/2, TEXTURED 1 FINISH 6 CMU i \\ \\ \ \�\ METAL FASCIA WRAP 4' FROM \\ STUCCO, 1 FROM \\ \---------............. WOOD WALL `\ EXTERIOR WALL (FRAME OR CMU) \\ �\ \\ NOTE: NOTCH FOR 2X(o SUB BAND ONLY ®ELEVATION V8' TEXTURED FBJISH WOOD. U2' TEXTURED FIWSH • CMU x . METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD EHEATHNG x x x x x x } OR CMU x x x x x x CCC WRB LAYER 01. STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x RB WLAYER 02, FORTIFIBER x x x x x x x x x x x x — BUILDING PAPER (PRAMS ONLY) x x x x x x x x x x x x x ' '' FRAME OR CMU 2X6 dID DD PN RDOFMG CEMENT x x x x x x x x x x x x x x x x x x x x x i FELT PAPER DRIP EDGE x x x x x x x x x x - DRIP EDGE METAL KIGc ouT x x x x x x x x (REFERENCE POINT OC I L,4N FLAN x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \ FOR CLARITY ROOF DECK (BEYOND) ' \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®FLAN A �-1/8' TEXTURED FINISH /WOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-EW.x'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND UJM'x4' NOTCH O END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• 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 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 W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 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.Yi ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tk'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-77 078 FAX:407-774a1078 www.abdnkgngroup.com AA M: 0003325 c 124 ra o avaasv ac Loan SILVER, LOT #18 BLK #07 P1LOJmCT MODRU 4EAB "1672- ARIA" OARAOS OVUM: LEFT PAGW. WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. RDM DATJ& 03/11/19 scALik 1/4'=l'-0" WA6 EXTEND SLAB 1 1/2" 1 — 3— — — — — — — FM-12X18fr — _� FM•12X12 4" CONC. ,. xI SLAB NI b 4:3 1 r2 I • &24r0 FM-12X18 I 1 I I I I I�1� 4 1"PVC CHASE FOR ELEC. 0 ISLAND 11 � LL 1' I ml I �I LL I I � It W I 4" PVC n CHASE EXTEND / 7 �5IQ 4" CONC. �' � I I SLAB 1; %= 5 S2 "y TOP OF 17'4' 2'•8" 18'-0" Y °P sue ILL a I� 1 O EXTEND 2 ti SLAB, 1/2" r k, FM-12X18 " I 4" CONC SLAB I ILL +73 112 I I 2 4712 '° _� , I MC-12X18 FMC•12X18 FM-12X18 •1 FM_12X18 L A _ FM 12X12 I — FOUNDATION PLAN SCALE: 1/4" - V-O" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 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 LAM AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.12INDICATED 05 BAR, O NDICATES #8 BAR, WDICATES #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 (715 = 30", #6 -30"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE M5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWSE 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. 530-13/ASCE 5-13, USING: Pm= 1,500 PSI, TYPE "M" OR"S• MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0. O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 8x6 W1.4—.40VER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDECORNER BARS. SAME SIZE OUANTITYAS B ScDHN.VOTHE EACHWWY MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FW12M 12" CONTINUOUS 18" - (2)#Vs FMC-12x18 17' CONTINUOUS 18' - O#'s VARIES F-2024 24" 24" 12" (2) #5's (2) #5's FM-12K72 1T CONTINUOUS 17' (2)#5% (-)0'A" TE-1 8" SEE PLAN 8" (1)#5's 1 4 N. RONALD REAGAN BLVD. LONOW00D, FL 32750 PH: 407-774-6078 FAX:407-7744078 wwwAbdoeWigmup.com AA M: 0003325 q � I-u f � Q lei I OvBDIV & Wit SILVERADO LOT ##18 BLK ##07 PROJRIOT 04123,001-18071 HODZU 4EAB "1672-ARIA" GARAGs OWING: LEFT PALM FOUNDATION PLAN 50 MPH EXP. No IRun 03/11/11) CALs.. 1/4"=1'-0" HmmTT Si 30" MIN. EACH WAY MONOLITHIC FOOTING • ? STEEL REINFORCING IN GROUTED Z STEEL REINFORCING IN GROUTED . CELL SEE PLAN FOR SIZE AND 2 CELL SEE PLAN FOR SIZE AND .(rr•� Q ' Y SPACING REOUIREMENTS SPACING REQUIREMENTS ILL.I. io •yl�:—�.. r.•=. •. ... GA RAGE DOOR RECESS IL 3�: F uJ Q = W 2!8"CMU 8"CMUWALL O WALL I', �.� CORNER BARS, SAME SIZE AS BAR W B' cIN FOUNDATION WITH 36' LEG EACH U OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONSTOP Kit, MATCH AMOUNT OF CONTINUOUS BARS CURBFOR EXT. PORCH SLAB W/ , ISOLATION • n J SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) J13 18" "IA EXT. PORCH SLAB , I. SCHEDULE TOP OF GARAGE 4" CHAMFER (iSTORV) Ili ... p.'• ,' _ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �(/ 7• MASONRY UNITS SET AT ELEV: JOINT (WHERE ^ • • ' 8" CHAMFER (2-STORY) 24" 8" CHAMFER (2STORY) •� �� APPLICABLE) i SEE SCHEDULE MS 3l7' '0' T (SOLATpN JOINT (WHERE. •! Y EE SCHEDULE FOR WxD, BAR SIZE„ APPLICABLE) Z 4 FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING a AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 GA SCALE GARAGE BARS DETAIL OCqgORE�NLER DOOR OPENING 4 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'_0" uull W I 2" CAPPED S NEW REINF. BAR GALVANIZED PIPE O a SECURED W/ 2- PART W/FLANGE 0 BASE 0.5 EPDXY. MIN. EMBED J 8!.. " UNO 4 = p FOLLOW ALL MANF. M SPECIFICATIONS FOR e) USE AND SECURE FLANGE TO a PREPARATION OF SLAB W/(4)1/4" X 2 1/4" Z HOLE. TAPCONS u 4" CHAMFER (1STORY) 8" CHAMFER (2STORY) 5 BOLLARD ADDING BAR TO S0A1E47`°t MONOLITHIC FOUNDATION 6 SCALE: 3/4"=1'-0' STEEL REINFORCING IN. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z oa �eL p W 8" CMU WALL b ? , POURED LINTEL CONT. (TYP.) ~ 8" CMU FILLED CELL (TYPJ ram•' TOP OF SLAB 2X WALL FRAMING Z Z — SEE SLAB SCHEDULE ♦ 112" DIA. USP 725OSD BOLTS 5' MINI MUM EMBEDMENT INTO ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX T� POURED MONOLITHICALLY WITH — — FOUNDATION AND STAB T SEE SCHEDULE ,ir FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOOTING AND COL. PAD BLOCK WALL CONNECTION 10 SCALE: 3W=1'-0" 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdosigngroup.com L AA M: 0008325 g a N I 4 V Vlei V LLL summ ae Loan SILVERADO LOT #18 BLK #07 P1�OJS7CT 04128,001-1 MODZI, 4EAB 1672- ARIA" GARAoa OWnaa: LEFT PAGM. DETAILS 50 MPH EXP. mtNT DA,03/11/19 8CJ% c:1/4'=1'-0" signer S1.1A DOWEL PLAN SCALE: 1/4" - 1'-0" J.I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWigroup.com AA N: 0003325 b QQL 8�� 0 3 9 s aysaiv ac Lom SILVERADO LOT ##18 BLK ##07 PAo"=T/1 acoaasr 4EAB 1672— ARIA" 0A1.A03 DWING: LEFT PAOX- DOWEL PLAN 50 MPH EXP. AROMWT, A MNOM7mM DATIM 03/11/19 aCALM 1/4"=1'-0" alfzw S1.2 TIE VERTICAL REBAR O HORIZONTAL REBAR W/ 10" L. rrT GROUTED BOND SEAM VARIES PER ELEV. - Z C g. a 4. .a ,.. fV #5 BARS o61 8 p CLEAN OUT REQUIRED y FOR INSPECTION al O 0 0'-0" FIN. FLR. A , ' •4 TIE ERTICAL REBAR .� .. '4 • TO HORIZONTAL El4 REBAR W/ IW HOOK BAR SIZE 148 BAR DIA I W CMU UNIT DIMENSIONS ap ARE NOMINAL SIZES #5 30" 96 4z' HORIZONTAL/VERTICAL Oe%k MASONRY SYMBOLS 3 SCALE: 3/4"=P-0" �,� REINFORCING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-7744078 i www.abdesigngroup.com t AA #: 0003325 C h y F Q Q !0 r d) avaDiv ae LOT: SILVERADO LOT #18 BLK #07 PltOJECT:1: HODEL, 4EAB "1672— ARIA" GARAGE OWWO: LEFT PAGE: DETAILS 50 MPH EXP. Rj 10.�'-r_ 1 SCALE: 1/4"=1'-0" 1 S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA78 W/ (9) 1 Od x 110 HOG NAILS. SMALL JACKS < 9' MAY BE NAILED VW (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA M (10) 1 Od x 110 HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ IOd x 1 12" 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENMGS. 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 REVIEWAND 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 PBS38, .177" " x 2 7/8" LONG, WITH WASHER a'M 18" 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 OESCRIFTTION REMARK 1O 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION Ipsi) IZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 8xe (1)M8 N/A GROUTED SOUD "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR W PRECAST & PRESTRESSED U-UNTELS SAFELATERAL 8" PRECAST & PRESTRESSED LOADSFOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS 0-0- w SAFE LOAD -POUNDS PER LINEAR FOOT 4--*— SAP "D ►�l""G""' SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE LENGTH TYPE EFSRCMU LENGTH TYPE m4adT near I !fiat I Moan W"n IM{af wasp SIX !Ms ! ln.w w"ill" lawn lists wwo 14r(42') PRECAST 4?87 no one fin OW m• ImM low PRECAST 107E ION IBM 80 (42-) PRECAST I I14m wt !m 1a"i MD 4m aam 7M an wm 114" an an UK I4w min $in w 4d M PRECAST 1/1/ amn sw 4w na 1i 4"d M PRECAST M M 730/ 4'd On PRECAST mm am mo us 4m am M4m Its M7 MR"m 11111 an >m itml no 4m as nW 4'd (841 PRECAST 'N1 am al$ nn m sm t4n Ana 4"41• PRECAST E82 //1 t073 4'd 1�9 PREGSf UP min lop mM 4w 4711 M2w1 4M wit no W2 um line On NO ap = 4w 4MI mm Br M+7 PnECAEr 1217 ISOmw ,w NO sm an 011 Br (t.) PREGST 411 411 740 rr (M9 PRECAST tw am SIX nn nll40 ,w nn wo ,Mr I ON 1m sn lw i1n nn ,ml S•10• (MPRECAST 10/2 7m ttn tw lln 1En loom /4w B-1P (70') PRECAST w m016 8-10' (MPRECASTw w m w am 4m tr, trn m rra ow 1W nn Etn *W M 411211 Sd (M PRECAST m am n7r NO an aw 1 4m sm /y. l'�'1 PRE(A6T 107 721 4M Cd PRECAST w M an an sm sm IM 911111.1 m ,w I tM aaw I Im I am I 3ru Td (90') PRECAST 7q M1 tin am no' = WINfen rd CM PRECAST 424 M4 9ffi rd (/0') PRECAST 'rp am ,at am art mwt mop e"m TV im I im I am I Mn I mr I ma Wr (172") PRECAST 3E4 m 1m tw lm 3m aw nm CI• (112� PRECAST S7E E12 23D Pr (/12'j PREG1Sf Of mt tl 1 lw m as ww am Mr pn m w am an tm am nw tad (1M PRECAST 475 w nr7 w► am aw tad (12r) PRECAST 284 An i/0 tad (17E`) PRECAST m m m I ant M am m1 aw am 4 uM w m am Imol tm m Ir41 17r (138j PRECAST w m w INS ww NO ow sm 11"r (13n PRECAST ffi0 4ffi 1E4 114• (13r) PMBC41B'r w w m" m w me tw am mm 4m 40 w wbe W14 tw wool 2w7 12d (M4� PRECAST ffi7 w m aw tw sr o ! 121P ) PRECAST 214 4m In 12'd (+449 PRECAST M 4n 7M mod 1 tw w M nn ,w am m>R no m w >R tlrr Mn PRECAST m4n sn 1M mm "a r wi no I I" (Ifln PRECAST 217 =4 110 1" (tW9 PRECAST 446 m w m mtw m wn ids In I nw aw 4n 40 70 ,m tlp u'd rffi9 PRECAST 2T1 sn 111 I1n ,w tIR l,p m/ trd (IWI PRECAST 20E 2ffi 100 Wd (11n PRECAST m w w m w ,m w m ,w ,m "p lw am m 4811 717 ,w 14'd (175� PIMSTREBB® NA M M M M M tId (77S') PRP81Rawai N0. 214 1 1" 14W (17" PR7JRRElm w m m m w w M m M M tm im 40 m we aw no tM ml I" (tsr� PRE8111ffiI® NR M in in M M M M (I") PRI871 NA 2b/ ffi 1Sr (tM� Plt m m ni m 40 w M m m n1 11M 4w m am am low an MIDI" irr (21/9 PRE81 NR M M N1 M M irr 0110) PWntMM NA 194 04 me mn P w m m w 4n m w 7" w w M Im m w Im an t, aw n" twr Mn PREEIIIffi8® NA M M M M M M M 1Mr Rffi') PIIw1R®1ED N 0. 14e 9! 1vr a39) PRBIRffi8® m in m m w 41111 M w M mIl M M tw w sn m ,w m ww me 21'r WPRE NR M M M M M M M In "W �) PR XR. 125 42 2+V' Pm) PAffiIR w to m m w m m M w 4n m w w w tw m w w w ,1u wn a ffi'-0' C2M9 PRESII NA M M wt M M M M 27'-0• R84') IMfiB1REffiED N.R. 11/ 40 2z'd (1149 PgESTR[-SeED w In m m w w m In m m m teq m/ ,m m m m /n MA w w m w 4w m w w w ,xd ( PRFEiR�1fi0 NR M M M M M ,b,-0, ("4//7 P NR E7 ffi 24 t on PRipRBB® tM w m 4n m w m m w w 04 w ,w tm (0) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. -ALLVALLUTANN FROM GAPE LOADTABIEB•BYCASTCFSM MYSMIS TION -PRECAST PRO=MBYOYi TO AETOROMOMM STATMASWE -ALL PREOW PRODUCTS ARE TOM INSTALLED PER MANUFACTURES EPECFIOATgNS -PROVIDER COFEFAIWOPASTEACHSHOEOFWRJ"OPE1Nn PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE M: 10-0128.03 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 n 1 1 1 1 77 8F18-1T/OM/OB 8F1&1T/OMIOB—1—T-1— i r-----� I L--_--J 8F28-7T/0MMB LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8", UNO. 8RF14- � 1 1 i 1 1 1 � i 1 1 1 1 BFIS-1T/OMOS ; r:w.::: —J LIFT BEAM PLAN SCALE: 1/4" - 1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX:407.774.4078 www.abdesWWoup.com AA N: 0003325 h WIN $ yN E O V I�V V Isysa:v ,A SILVERADO LOT ##18 BLK ##07 PROJMCT# MODMIA 4EAB "1672-ARIA" GARAGE 8%fiiU- LEFT PAGE: LIFT BEAM PLAN AND NOTES 50 MPH EXP. Dw'M 03/11/19 8CA&M- 1/4-=1"-0- sImcm s2 95 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10'HOOK 30" TYPICAL Y5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM '� SCALE: 3/4"=1'4r NOTES TO THE INSPECTOR/CONTRACTOR TYP. ra' 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM 61 ,- 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. ( REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)M5 BAR CONTINUOUS AROUND A3 DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST ,YS TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 81X18' 6 S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ^ O� COURSE TEEL REINFORCING FOR T E F BOND BEAMBIOTTO BOND BEAM IOMITTED AND A S TO CONTINUOUEL IS PLACED. THE S THROUGH THE TOP OF THE LINTEL / A �YN,,•f�Q e. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN le' DEEP. ps+9 Fi' 8.16 DBL BOND TOP BEAM W!(1)1�6 BAR BONDBEAM EAC • 540 H COURSE 8x8 BOND BEAM • � W/(1)#6 BAR BOND BEAM F = FILLED W/ GROUT .��C U =UNFILLED GROUT SOLID FROM NOMINAL LINTEL 70 TOP OF BOND OF OPENING WIDTH MOF 1F5'S, IN2ND 80ND BEAM BEAM COURSE SEE NOTE 5 �'o. _�16-1 T/ 1 �/c B SX8 PR -CAST CONCRETE O R Rl TE p. �F NOMINAL LENGTH �ffOF BAR =WDTHOFLINMASONRY Q� HEIGHT a OF 05'S, TOP 0 OPENING-2 BOND BEAM COURSE OR BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT *OF 05'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 31C=V-0' THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (0) REFER AND XFXX - 1T/0M/0B INDICATESA SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING PRECAST HEADER(MIN) 2A (MIN 2 X 3) 1-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1 /4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT .3 1Ft' 2x8 (MIN 2 X 3) 23/16 TAPCON PRE -CAST .4 OR DRIVE PIN (MIN SHANK WINDOW SIZE. 145 MIN HEAD SIZE.300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114" ^ EMBEDMENT 2.0 (MIN 2 X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT i X4 SOLID BLOCKING i/4") 8" FROM EACH END AND ECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" 2-12d PER BLK EA END L/MIN. EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW MU. SILL CONSTRUCTION 4 SCALE: , 1/2'=,•-0' G ARCHWAY FRAMING DETAIL J SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77 78 FAX:407-774.4076 www.abdea(gngroup.com AA 0: 0003325 s �o Qo s o8a8� a w X 0 sV>sDIV. J6 " SILVERADO LOT #18 BLK #07 104128.001-18071 P1�OJECT moDEL7 4EAB "1672— ARIA" 0AXAOE @VMM. LEFT PACE: DETAILS 50 MPH EXP. Fj DAT 03/11/18 sCALE: 1/4"=1'-0" s2vc" S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA78 WI (9) 1Od x 1 12" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED VW (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 WI 10d x 1 12" 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 MATCH CONNECTOR FINISH. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS $HALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER a 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUE$ MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FORALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. r 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WY (2) 18d COMMON NAILS 8 SECURE TO SM. W/ USP HLPTA75 USED TO O U U BRACE TOP OF WALL. CA If 11 -a--tir---- tl-- 0 CA y EJf If r,II I tN A J CJ3 = a n n x II x ■ n n n W n l I W, 18 n fill. CJ3 CJS N N II I I I IN N II p��l = If 0 If e II I 1 11 11 n u l I I N If u ==1 CJ5 1A IA II GT I I aa�=== ==s====ate==am== . eater = PRbFABllwA7mROOF T�8E8 ®2401C. NA)L .—.—.—.—.--a,_.0a...........�. �. 1A . .. .. .. .. .. .. e. . .. .. .. .. .. .. .. TA A2 .�.� z2I"�'x54'� .I—.®.— ..e.—.—.—.—.—. ° I ATTIC I A3 _ s s ACCESS AS A8 IA A7 V4 A8G GT _ — lA v CJ5 - CJ3 II II II I I I ? II x 11 •C n K a I N N N I I VIA1A ..� ...�..�...�. 1I CJ1 1 N EJ7 r�r_a � 1 1 FRAMING PLAN SCALP: 1/4" - 1'-0" • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd•sWigroup.com AA M: 0003325 I; y a mLTSDIV. 1t LOTt SILVERADO LOT #18 BLK #07 PROMCT —18071 04128.00 MODULI: 4EAB "1672— ARIA" GARAGa OWUM: LEFT PAGM FRAMING PLAN 50 MPH EXP. L AR NO 93723 I DATj&- 03/11/19 BCAZJL- 1/4"=1'-0" s>es>s T S3 PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' A-(1)USP HTA18 TRUSS ANCHOR WITH (9) 10d x 1 1/Y' TO TRUSS. FL#17680 8-(2) USP HTA16 TRUSSANCHOR WITH (9) 10d x 1 112" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED 1AN (3)18d GALV. COMMON NAILS. ENGINEERED WOOD ix2 SECURED W/ 10d TRUSSES 0 24" Q'C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12. 0/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L71MM (i STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1 a 1 b V4"=� � GIRDER CONNECTOR(S) # 1176 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON PRE-ENG TRUSS OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)114" x 2114" TAPCONS TO CONT CONTINUOUS BOND BEAM POURED LINTEL TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3!a"=r_0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d Q EA TRUSSES WHERE TRUSS (DIAL. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING V-0' TO 30'-0" (1) "X" BRACE SEAMS) 30,-1' TO 80'-0 (3) "XC BRACE ECURE 2x8 PT. PLATE (I)'X" BRACE Q CENTER TO BLK W/ 12' DIA 6'-0" MAX (2) `X. BRACE DIVIDED EQUALLY ANCHOR BOLT ISM 2" SEE PLAN FROM CENTER TO END, WASHER SET IN HIGH FOR LOCATION 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE T0218 BTM. CHORD P.T. PLATE W/ 12d. 8' BRACING, SEE STIFFBACK (AS PER O.C. MAX PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ <% MAY NOT BE SS F a REQUIRED TO BE INSTALLED @ 10'-0" O.C. MAX. BTM. CHORD OF WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM REQ lx4 BTM. CHORD END WALL OR OTHER BRACING 6'4" 00C END TYPE CONDITION, IF MAX., SECUREDWI DEPICTED SEE PLAN 10d COMMON BLOCK WALL W/ GABLE END (2) 7 NAILS AT EACH CHORD BTM. CHORD BRACING 1 SCALE: 3/4"=1'-0' PRE-ENG D TRUSS 6 INTERSECTION TYP. SCALE: 3/4"=1'•0' NOTCH DEPTH 114"D THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE>Sre^ USED SO LONG AS THEY CONFORM TO THE I' HOLE DIAMETER FOLLOWING < 2/5•D SGL. STUD OUTER 1/3 OF 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 OLE EDGE>5/8` AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WINDAND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT18A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSESARE SUBJECTTO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WAND ARE SUBJECT TO Fl AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3,11 DBL. STUD STUD NOTCHING 8ALTjgELRNNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0' SCALE: 3/4"=V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX:407-774.4078 www.abdoeigngroup.com L AA #: 0003325 h tltl Q 0 03®8fe BUDDIV. & LOT SILVERADO LOT ##18 BLK ##07 P4 imcT — 18071 MODRU 4EAB "1672- ARIA" OAVAO3 BWMO: LEFT PAGF. DETAILS 50 MPH EXP. PRE-ENG GABLE TRUSS 2.4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4•-U' O.C. (AT PRE-ENG•O WOOD SHEATHING SEAMS)(BLOCKING TRUSS (TYP) ® 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 FOR STRAPPING VERIFY SECURE 2X6 PT, PLATE TO BLK W/ TRUSS PLAN W/ 1 17'DIA. ANCHOR BOLT W/2' .; x WASHER SET IN HIGH . J, STRENGTH EPDXY S' MIN. EMBED. AT 32' OC MAX SECURE GABLE TO 2xe P.T. PLATE W/ 12ds S' O.C. MAX CONC.POURED LINTEL COURSE �CONT. 20 SECURED W/(2)10ft EACH TRUSS TO BE INSTALLED 010'-T O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL G SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-7748078 FAX: 407-774-4078 www.abdeslgngroup.mm L AA 111:0003325 0 6 c lI ® 11 SILVERADO LOT #18 BLK #07 [pnoamTfp 04128,002-18071 MOD3L: 4EAB "1672- ARIA" OARAa3 sTIEar0: LEFT PAO3: DETAILS 50 MPH EXP. DF DA 03/il/19 scALE: 1/4"=1'-0" ONE= S3.1B (2) 2X4 No.2 SYP DIAG. 2.6 OUTLOOKER 0 24" O,C. j I 4 BRACE W! (3) 12d ® EA SECURED W/ USP RT1eA VTT SPACING (1) AT EACH END 11 4 TRUSS (DIAG. BRACE TO VTT AND 6'-0" O.C. MAX COVER 6 TRUSSES) 2x SUB -BAWD 0'-0" TO 30'A" (1)'7C BRACE 30'-1" TO 80'-0 (3) W BRACE (1) "X" BRACE ® CENTER "X" PRE-ENG GOA 1 IIPII (2) BRACE DIVIDED EQUALLY STIFFBACK FROM CENTER TO END. UPRIGHTS 44i (AS PER TR ti I I PLYWOOD SHEATHING, SEE"ROOFNVAL � ° SHEATHINGLIFLOIXt \ II °III 0I FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PERSEE ARCHITECTURAL TRUSS MFG. 2x SECURED W(3) 10d EERED WOOD SIDE VIEW GALV. COMMON NALS. ES C 24" Or, ix2 SECURED W 10d IT SHOP DRAWINGS GALV. COMMON NAILS EVIEW CONT. 2x4 RAT RUN 12" O!C PPROVAL SECURED W! (2)12d'c a MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED 1 W/ HIP RETUR VALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 VAV W AbdeslgllgouP.com L AA M: 0003325 Q 0 IN p S tt 4srs�� f Bvsniv ac Lroaz SILVERADO LOT ##18 BLK ##07 1pllOJmCT 4 - 7 moDslu 4EAB 1672- ARIA" oARAoa BVIDM LEFT PAOI DETAILS 50 MPH EXP. DwT 03/11/10 8CAI.M 1/4"=1'-0" 9HEW S3.1C q GIBIE-END -ROOF 2F" ROOF WIND DESIGN PRESSURES N (GROSS) A •1 ZONE 1 "8.97 PSF (1917) ZONE 2 " 17.98 PSF (27.98) ZONE 3 •33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "W RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT A 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT B" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 69 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA SHANK TENSILESTR SHANK 8d RING SHANK 212, 0.120" 170,000 RING SCREW SWANK (16-20 RINGS PER INCH) So SCREW SHANK 2 12' 0.120' PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR BHFhTHINO USE 1/2" COX OR 7116" O.S.B. PLY NTH ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS C O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR MW ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES y W ((_ Z = ti S 0 O z D 2 Y U 1 aJ z ¢' to Z((LAID� Z O Za0W 2 d y0 i� TOP CORD BLOCKINGAT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END RAFTER OR TRUSS Rf1GF AHFATHIN(: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GAME END FRAM WO 8d RING SHANK GUN NAILS 6" O. C. IN FIELD: �-° 8d RING SHANK GUN NAILS 012" O.C. IN FIELD or So x 2 12' SCREW SWANK PNEUMATIC SCREW -NAILS O IT 0..QJ(J FIELD J\ TYR 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE WALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHWL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN COW UNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%NIT ENTRAINED CONCRETE D0+09EDTO EMRIORWEATHBt �: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALLE)!PoS®EDGES OF CONCRETE ARE TO BE CIMLFER®311'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 861 EDITION ALL WOOD FOR BEAMS, BEARING WALL$, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UAERAL &ABSONGROIMD WHEE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb - 11DO PSI AND A MODULUS OF '= FOR STRUCTURAL CONCRETE, ACI MEMBERS 011, ANSI SPECIFICATION FOR THE DESIGN OF COLDFORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND DISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND BERM IMTHAOHEBVETAiE. ELASTICITY EARED. PSI. ALL WOOD IN CONTACT BTOWITH CONCRETE D. CONCRETE BLOCK SHALL A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: ON SODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -NARK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH AG 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMANORK. CONTAINS MORE THAN W OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, SITU EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NO STRlCTURAL ITEMS OF THE NARK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRLCTIIRAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER I S DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING THE STRUCTURE ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES STALLVI BE PRODED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTHTHE AG V4= TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O- OC, EACH WAY. DESIGN SPECIFICATIONS FOR DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NASS REQUIREMENTS AND SLAB-0N-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. E DESIGNS STRESS -GRADE THE NFPA. TRUSS DESIGNS SHALL O SIGNED AND STRESS -GRADE LUMBER AND ITS ENGINFASTEEER REGISTERED SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 60 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 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE NTH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 z BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPINVTCA BCSI 1" ROOF: LIVE LOAD FLOOR: UVELOAD 40 P°T SUBJECT TO ENGINEERS REVIEW COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRAG NO METAL -PLATE -CONNECTED 20 Pef TOP CHORD nwwnwrreM TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25' AS BAR - 36' 05 BAR - 30' #7 BAR - 47' VVOOD TRUSSES. 10 of BTM CHORD -—onwnenl P PROVIDE 36' z 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEADLOAD DEAD LOAD INTERSECTIONS OF HGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A581-1962 15 pef TOP CHORD 20 pV TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 Psf WI No GYPCRETE) 10 pef BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 1 OPsf BALCONY LIVE LOAD 60 pSf STAIRS LIVE LOAD 40 pBf WIND: DEAD LOAD SPEED =B 3- SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE B, RISK CATEGORY 11) 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 ARCHTECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL 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 OTHERWSE SPECIFIED IN WRITING BY THE ARCHTECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE 804L BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUR CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T N-PROR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURNG, MANG, TRANSPORTING, ETC. CONCRETE TICKETS 94A.L BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXO® 90 M9MJTE3 IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 UNITES TIE CONCRETE MALL NOT BE PLACED. IT SHALL BE THE RESPONSIBUTY OF TIE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE MTHTHE ABOVE REOURED CONCRETE COVERAGE OVER REBMRSHLL BE AS FOLLOWS: A T FOR CONCRETE CAST AGANST AND PERMANENTLY EITOSEDTO EARTH FOUNDAMW B FOR CONCRETE EXPOSED TO BWMANDORWENTH6t 1.112' FOR IA AND SMALLER 7 FOR #6 AND LARGER C. FOR CONCRETE NOT OFOSED TO MAT1ER 3W FOR SLABS WALLS AND JOISTS 14/2' FORB:AA AND COLUMN PRIMARY REINFOR CBENT, TIES, STIRRPS ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHTECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER 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 MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ 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 C-00, GRADE fm - 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 NTH 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 MIX SHALL HAVE A MAXIMUM 3N 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 LINDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOUD WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Py = 38 kei FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B. TYPE E OR S, Fy = 35 ka. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THHdfT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JEOLTS ARE TO BE STEEL. PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DMENSIONED ERECTION PLAN SHOW NG 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 FAGUTATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AF ON SIZE TYi£ SPAONG REMAIRIS APPLIGTON 61F TYPE IBRACING REMORA@ 1—T—INORI MA80NRYI CCNC CAGE HOROBNm COR NNLI iIr LONG. S.- —.ED00.Q BLq( TO AK80NRY/ANC SEE DETAIL BEE DETAIL .SEE DETAIL BEE DETAIL 8G0, K.IXi. DOORS CABEIWiOFNm C- 9°QC WNDON1000Rl FABIENEO GARAGE0oO S M BEE pETAI BEE DETAIL SEE— SEE OE— UPT,BEE 5 NAIL 11?LONG. STAOGERm INTO MAmNRYIWNC. tO NAeON2YlNNC. W.NDOWExx CASER4RDEN®colt E.- W9NDOWI000RIFASIHIm METN.S — CONTACT THIS ENGINEER FOR SPACING I. PT, SEE,NNL1 yr LONG. STAOGmm INTO M>BDNRY/GONG MASOVRYICONc REQUIREMENTS EM. S-00- j/ISDA "TAPC/.]M 11FN°EMBB;YEFO NON6FAISNn\WOO 1?° EK m.- 4"EMBED.4-ETD CKXPT,SE:NDTES Na WAaVElt FASTNEi 18°gL p8T.,11!!°EDDEDBT. WN.L TO CONIC. SLOB W/WAEHEt BOLT 2CGC DI8T.. 3•EWcOlBf. 2x PT WMOOW BUCK A13B'PAFe 21A" 8"qG 4°END. MBT.,11/2' Pi iO STEEL COL. SB: WIYMSHE2 BiAOGERm EDGE qBT NOTEB 11T1ES 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 MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETALEDABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR STUNG DOOR NTH A WOOD DOOR FRAME. 1v MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED WI TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX:407-774.4078 www.abde6lgngmupJwm AA #: 0003326 r 0 �QJ C dl V C ® Q� � ♦L !V Y aXMD:v ac L01i SILVERADO LOT ##18 BLK ##07 Pn0jwT 1toa�Ie 4EAB °1672—ARIA" GAR"Z OWING. LEFT PAGW- DETAILS 50 MPH EXP. -1 " I . i' 0 A. ABOUCHACM VAR NO sem DwN03/11/19 DCALW. 1/4"=1'-0" s ►J N 1 7 t