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HomeMy WebLinkAbout7173 Boxer Round Pl99 91751-4ENB-NEUVILLE9 �GG�+r{s`r,. Vr 'b* �� C GOP �NP`G OF HOMES G� PNE� P 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .}g= BURWO W, FjsMgnuU ABV. ABOVE LAV. LAVATORY DATE DEBCRIMON DR HORTON HOMES GMEMM r (Iw7) *AM1AGL AND 8111it 1:OD1�8 .00CUPANCY - RESIDENTIAL GROUP R3 A/C ALIT. AMP. BD. CL AIR CONDITIONING ALTJUSTABLE HRNATE AMPERAGE BOARD CENTER LINE LUM. M.C. MIN. M.T. MTD. LUMINOUS MANUFACTURER CTURER MINIMUM METAL THRESHOLD MOUNTED e" CD'S I68LLED ARCHITECTURAL SHEET DESCRIPTION �� 20n FElG UPDATE PG Cl-COVER SHEET OVPJS CD'S RE.IBSIIED OAINWJS FOOTING. REVISION PER M. EfOUlEa 12602 TELECOM DRIVE •CONSTRUCTION TYPE - VB CAB. CABINET MTL METAL PG GN-GENERAL NOTES TAMPA FL 33637 L TEL: (813) 740-9720 FAX: (813) 740-9715 •• INTERIOR FINISH - CLASS B � •BASIC WIND SPEW - Vult=150 MPH VBed=1l8 MPH :EXPOSURE - B •I -STORY RESIDENCE - •2-STORY RESIDENCE - 11AX. HEIGHT AS PER LOCAL AND STATE CODES CLG. CLR. CONC. CPT. C.T. D. DBL D.G. DIA. DIM, DISP. OP. DR. CEILING CLEAR CONCRETE CARPED CARPET DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR N.T.S.. G.C. PL P.B. PH PH PLT. PLYWD. PR. P.T. R RAD R.A.G. REP. NOT TO SCALE ONCENTHR PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAS: PRESSURE TREATED RISK RADIUS RETURN AIR GRILL REFRIGERATOR Mnnlro PLAN REFORMAT W/ STANDARDIZED DETAILS PG Al -FLOOR PLAN PG A2D-ELEVATIONS "D' PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG Dl-DETAILS MnA1ro CONSTRUGTIOIJ DOCUMENTS RE -ISSUED OM 11% PLAN MAINTENANCE O� M ADDED LED LGNrs TO W 4EN 1 DAT41l0" MR MARL OOUEB Ol/!0M ADDED $TCNE OPTION TO ELEVATIOND C 4 D • STATE OF FLORIDA D.S. .S DTL. DOWNSPOUT DETAIL RM. R.O. ROOM ROUGHOPENING PG D2-DETAILS SQ.FT. CALC.'S PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 D.W. EA. EQV EX". FG)EX. DISHWASHER EACH ELEVATION EXHAUST FIXED G1 LASS S.C. S.D. SIT. EHTHG. SIM HWX EXT SOI.IDCORE EXT DR SMOKE DETECTOR SF E"°"G SHEATHING SHOWER PG D3-PRODUCT APPROVAL LISTING PG WAi-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS L�VNG LTDI GaF:T. �'i4� 426 6a FT• ENTRY ELEVATION 9' 36 Sa FT. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL p evaTION D' 2,2I3 Sa FT. Bk10 FATW SC1 �• F.G. FG. FLUOR. FUEL GAS FINISH FLUORFSCENT SL ST `d sws SLNING STANDARD GLASS SHEAR WALc PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED LONGWOOD, FLORIDA 32750 FIG. FRENCH TFdIP. SHEAR ECTION PG WA6-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA. OAR. DISP. GAUGE GARBAGE DISPOSAL THK T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 O.F.L GL. OGRINTFUND-F U TCIRCUIT ER GLASS T.O.P. T.O.S. TYP. TOP OF PLATE TOP OF SLAB TYPICAL. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SLIA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS GYP. BD. GYPSUM BOARD U.N.C. UNLESS NOTED N.B. HOSEBIBLLOW OTHEVAPOR ISE PRO H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INS INSULATION WD. WOOD INT. INTERIOR WDW. WATER WINDOWIEA� W/HINTERPRETATION W.I. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SLR ARE UNCLEAR AND PG S2-1IFT BEAM PLAN AND NOTES PG S2.lA—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3-FRAMING PLAN PG S3.1A—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B-DETAILS PG SNl-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1 IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRPTATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO APL's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCITON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 Pit407-7748078 FAX: 407-7744078 www.abdes4pooup.eom AA 8: 0003325 , b 1lTJSDIV. ec w SILVERA 0O LOT #5 BLK #18 P"T 04128,001-05181 MODIM, 4ENB "1751—NEUVILLE" BAIIWIAGIC 8WnIN08 LEFT PAOIIb COVER SHEET 150 MPH EXP. B eTATE OEM 2AABOUCKADR AR NO -D—Alm- 12/03/19 1 1 BCALE:1/4"=1'-O" 1 C1 GENERALNOTES I. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH 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 R301.21.2. 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 WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALLNOT 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WAND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAILTO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: 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 VWTH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 L MQ SHEET STEEL V MN. 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 R3028: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %4NCH GYPSUM BOARD OR EQUIVALENT. NIREWDRK 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 HEREKN.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 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF X- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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' TMR 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 (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MNIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY NTH CHAPTER & WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 8. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLLNBNG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3DD5.2. 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 P26032. EXTEIN90R WALL COAERNA6 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 FNNNES 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-C106312a 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-C1063-11A AND 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 1/2" GYPSUM BOARD. R302.7, CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE IOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 i/4' TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdes4ftmN." AA A: 0003325 J J � o a ounDiv. a Lom SILVERADO LOT #5 BLIC #18 PnoJ=T 04128.001-05181 MOD3L: 4ENB "1751-NEUVILLE" GA1RAGM NlWING: LEFT PAO)c: GENERAL NOTES 150 MPH EXP. B ' 1 WIN i p a o - - n I II0 WI Hill o ° I a 'a M 'XT - / �MAN• �� �0C = M , �►, ; - - � o - e - r � MEW !-1 LEI ■���-� of//i//lll/lRl al//o of/lo op//l/ll/lin FLOOR PLAN SCALE: V4• s I'-O' EXTERIOR MASONRY SQ.FP. CAM'S WALL SM. HEIGWT'S LIVING 1,151 SQ. FT. ® GARAGE 426 SQ FT. ISAM ENM ELEVATION 9' 36 SQ. FT. TOTAL ELEVATION 'D' 2.213 SQ. FT. 8'AW' PATIO 80 GQ. FT. O01f01B1T MD OLIDOIOW/D UMMDDEPOMFORIM LOIN 1DWR O�BN01 MDTVE 101/IE rwrm DOZE III wm MD mo Pawn MIN. WINDOW M 5 24/-33 CRITERIA EXTERIOR SING 0 5 24/-31 DR. MIN. CRITERIA SfaD. MIN. 41 5 23/-29 CRITERIA 1 16010 OF4D. 112 5 2DA/-22.1 BASIC WIND SPEED MPH = 150 (Vult) 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 GTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. LOA1Etlm L �* TOP PLATE 61 m A BAR "DETAIL LE, 1/2 ARCH DTL. B GCALE. 1/2 " I'-& NOTE, -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 SITE PLAN. -OTHER OPENINGS DETWEEN THE GARAGE AND RESIDENCE GHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMD-CORE STEEL DOOR& NOT LEGS THAN I WW (35 MM) TWICK, OR 20-MIWTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdoso*oup.com L AA#: 0003325 Io a a1TZiDIV. Ae L SILVERADO LOT #5 BLK #18 PROJWT 4128.00 —0 8 HODIEIA 4ENB "1751—NEUVILLE" GAP-4.03 NOWD110: LEFT PACE: FLOOR PLAN 150 MPH EXP. B GTATE OF r. n L L�' A ABOUCHACRA AR NO 90720 Dw 12/03/19 IICAI.IC: 1/4"=1'-O" 8291cST Al BLDG. H6T.41 _---------- b' RAISED BAND COACH LIGHT I FYPM LVRX24 OR EQUIVALENT SHMGLE ROOF q �bit 12 l 1� 4,I2 0 1 DECAD' 0 1 I DECORATIVE 1 _ 6NUTTER I 1 TYP. N I 1 n I 1 01-01 FIN. FRONT ELEVATION 174 . 1-3' X D I I NOTE, WALL FENESTRATION PLASHMG AS F'ER PBCR R1m3A Ii OFF RIDGE VENT REAOFATFIC 2143 SM FT. NEF FREEVENUAT10N AREA REWRED = 2/300 REMIAMVENMATRONAREA 2M/300 = 731 E "LAT011AREAR SQ. eiCM PER FF.(1M) = 105264 SQ. IN. MN. REQUIRED VENTIIATION = _sx 16461 IN UPPERPOROON OFATFIC 526M SO, RI. OFF MIDGE VENnIATION AREA 115 9% IN. PER VENT 52i32 /US qLY MVENrs REQUIRED = 45M uROF VENnPRfMDFD s 'AREAOF AT"C ISTHE PERa/IER OF THE HOUSE, IESSTHEOVEMANC REAR ELEVATION SCALE, 1/4 . I'-® TEXTURED FINI Lei OFF RIDGE VENT OFF RIDGE VENT 12 'I b— — — — — — — — — — — RAISED I + BAND I I I W-O' BRG. HGT.�, AS'-S' BAD.'. HGT. RAISED I ® I EFAND I + I 7 illir-EE J --------------- ----------------------------�--------------------- A LOUVER DETAIL m'-m' FIN. FLR `"' m'-m' FIN. FLR LEFT ELEVATION SCALE: 1/4 . V-m• TEXTURED PINT m'-V' FIN. FLR _ OFF RIDGE VENT OFF RIDGE VENT 5RG. W.T. _-------- --- ----- ----- m'-O'FIX. FLR. RIGHT ELEVATION BCALE, V4 • I'-m' TEXTURED PMISN HGT. 0'-0' FIN. FLR- 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX:407-774-4078 www.abdeskpVl oup.mm AA #:0003325 h z a o EV3DIV. aE >o 8n SILVERADO LOT #5 BLK #18 PIMOJECT 41 8. - 1 >I[ODZU 4ENB "1751—NEUVILLE" OA1tAOR BW04C1 LEFT PACE: ELEVATIONS I.Dn 150 MPH EXP. B ELECTRICAL LEGEND SYMBOL DEFMITION NOTES -e MV CUTL U US GIP sEALE P I wv OLITLeT IIOV OUTLAW P:OF OULIT SEND TO WTCH ON 4) WV OUTLET SCUFFED avane FML M@ "OV CIMET (H OR CONUCTION 1r UR.IWTERPROCF ounar OwOND PAL,ON NretwrLet EmraN IUTON 3-ILL4Y OFER 64 SEITCM 4-41AY OPOt PNALL HORNED LNNf CEILND LIGHT Q LED — Loa p LED VAPOR QV PROM LRCM @ Vp VAPOR FROM LOW OREOOSED CAN eVOW. PAN 1 OM PER N n. VENT. MN EULI&HT RCM FIR &O. FT. 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TE1F110NE &EIN,4Na CALF 1LEV WON gotAm ual FOER OORTANT• '� N1lb'T670T EONDN6 T!RI'MML AT M VOLTAGE CONNECTIONS ' ENMO VOLT. I I•HAS! SECOWD 1 •4 GU SERVICE dIRMI D 0O4•ICTED TO Im PROVIDE! E -1 COPPER [OW N CONCRETE 04C.ASM POORER STEEL MR .11 N PVC CODLNr an FROND! E U IN P• DIA SCFIDW! N PVC ELECTRICAL FROVO" OF TIE WOL!W <DM ITIOA rtRi IO AC! N PROVIDED BY THE NY. COORDINATE am TE ELECTRIC am. DIA N III PT LONG COPPER GLAD GOMM ROD To ED. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX:407-774.4078 www.&bdesWr*oup.00m AA S: 0003325 x b G suaD2K ae LAOTe SILVERADO LOT #5 BLK #18 Pn0JECT 4 L- 5181 moDZIA 4ENB "1751-NEUVILLE" GARAGE 8WD 011 LEFT PADS: ELECTRICAL PLAN 150 MPH EXP. B 1✓9c PRINT A 12/03/19 SCALE 1/4"=1'-0" s2IEET E1 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 wwwAbdoskpgroup.eom AA N: 0003326 2a'•Im' Im'-Im' m _a 0'-4' - -------------------- V. I bI"T� II OPT. I I O D! M LAV. I ' • I Ell N I _ RANGE 96'X6m' S MIIAN I I i� I -- 0- -- VA/Zy ----- O I I I I I I i N I I O I �------ I ° I OKITCHEN LAV. SINK WW 2' V.TitII- AUTO VENT �I' �^ V.TR /W(1/2 ii!WASFIER IWV2 � � I I 1/2' 1 _ - - I V2` 2 I la� 2' 2' LAVTual I V2'1('a T 1 2, WUG. i0 LAV.I g• _ 2. ILAV. 6WUNR 3' 3 I Ha I 2WG. 3' 3' 2' 3. C.O. I TO 4' MAIN Ll -------------------- ---- PLUMBING RISER PLUMBING PLAN SCALE: 1/4 . P-C' AN a � o stnmly ae wl% SILVERADO LOT #5 BIK #18 O�aa�cs _ 5 I►tODMIA 4ENB "1751-NEUVILLE" OARAGN 8WUfG- LEFT PAOIL PLUMBING PLAN 150 MPH EXP. B DA 12/03/19 aBCAM 1/4"=1'-0" MINT Wslvew P1 HVAC NOTES 1. ALL MECHANICAL ECUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS ,SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL ENE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER POO 6TM EDITION (2011) MECHANICAL BLOC. CODE SECTION 601 3. ALL FLEX DUCTS SMALL BE APPROVED UL 101 CLASS I AIR DUCT AS PER NPPA WA 2-3J 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 DUCT6, BALL BE CONSTRUCTED OF 9100TH GALV. METAL. OR OTHER MATERIALS AS PER POC 6TW EDITION (20P) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FOC 6TH EDITION (2011) MECHANICAL CODE 6033 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL DE MECHANICALLY VENTED IN ACCORDANCE WITH MC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SMALL WAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILNGS AND WALLS SHALL WAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER`S LOCATED AT CEILING OR WALL PENETRATION AND DE 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 ISE PROVIDED WITH BALANCING DAMPERS. IL DRYER 5006TER TO BE A FANTECW POP BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ALL MVAC TO 14AVE PROPER PAN& W/ DRAINS ATTIC ­'^'' 1010 - EXTERIOR WALL PLENUMiuMECwANr_AL AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLERIOR LL14LL VC CONDENSATE DRAIN LINE EVAP.TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POCIR &TW EDITION (20r) BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL /-FIN. FLOOR BRONZE FL. PL. / OR 814LL BRASS PLUG —�� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K J06AM S6000 INSIDE SERIES NICKEL B RAS6 TOP CAULK P.vG OPTI/SPEC FLOOR SLAB CLEAN —OUT (TY LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY Of"JOER — SOLID LINE. SUPPLY TRUNK BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR ODD O CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR Q T14EFW-CSTAT ® PASS-TWRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3)16'4' TAPCONS UNIT SIMPSON W5 ROLL STRAP OR EQUAL 4, CONCRETE BLAB SECURE STRAP TO WIT W/ (2) 9SX1 V4' 61T. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAN CONO. DRAIN 3/4' PIA OVER HEAD • 12' FROM STRICTURE COUNTERSUNK C Co. PLUG I.-6. � BEE SPEC. FIN. GRADE OR PAVING r-e'Xa' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS RECU99D NEXT. GROUND CLEAN —OUT (TYPN MECHANICAL PLAN SCALE, 1/4 . P-O' L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.a bdeelgngo up.com AA A: 0003325 n a Y O a .tnODIV. & Wn SILVERADO LOT #5 BLK #18 P2ROJEFCT 4128.00 -05181 HODMIA 4ENB "1751-NEUVILLE" GARAOX 8WINo: LEFT PAOB: MECHANICAL PLAN 150 MPH EXP. B AF C>- 1 - OrTME CIE .0 J AR No 93A"CF D T0 12/03/19 DCALM 1/4'-1'-0" M1 2X4 TOP PLATE PRE TRUSS, V2' CL.G BOARD V2- DRt'W4LL. -­__ TvY SECURE BT. — PLATE TO BLAB W/ IDd MASONRY NAIL • 32' O:C. MAX FIN. FLR 2X4 WOOD STUDS 024. OG. OTUD5 IN PARTITIONS SUPPORTING LL HUNG PLUMBING NATURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE PACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON —BRIG.) D� SCALE. 3/4'•i'-0' FIBERGLASS SHINGLES OVER W PELT PAPER OR SYNTHETIC PRODUCT, NSTALLED PER SECTION R905.L1 ON 1}' 0.623, SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS, VENTED SOFFIT 1,42' THICK 2 COAT POWMAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1._O. TYP. OH. B/a' GYPSUM Be OR V2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS, R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRNG- STRIPS • 24' O.G. v cm 1/2' GYP. WL. BD. - WOOD BASE — O'-0' FIN. FLRj — � 4 . <a 4: n A W/ WINDOW OPENING 5' DIA. SLEEVE, DO NOT CUT 91OND WAH NOT Cm SOLO GROUT Tic now w (U- -S BEAM (2) C X~ - REpARB /DNPIPE THROUGH BOND BEAT( WO.O' FIBERGLASS SHINGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R966.1.1 ON 0.6.15. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 903.1.1 - FOR ROOF (1)1—STORY HIP BLOCK WALL (—Z)LLAY-ERIUNDERLAYMENT SYSTEM SCALE. 3/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4069 TYPE IV, OR ASTM D 6'1$l 2B GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER 630 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON A' 0.68. SHEATHING OR k 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 =own ♦ � � � ��� 104+Ow OVis4fAD DOOR s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-C' 2x BLOCKNG BETWEEN TRLI"E6 PER STRUCTURAL DETAILS-\ STIFFBACK AT ALL UPRKd1' PER STRUCTURAL DETAILS PRE-ENG WID. TRU O CONY. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENEIGY CODE POW" FOR INSULATION R-VALUE6 4,PER ELEVATION 5W GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD 1/2' THICK 2 COAT-1/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FL� e' cl'ai a a. . q: �n W/ WINDOW OPENING V R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRIPS 0 24' Or- V2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.Li ON j' Obis. 614EATHING OR r COX PLYWOOD SECURED PER I.. FASTENER 604EDULE . MTL. DRIP EDGE 2 2x FASCIA PER ELEVATIONS VENTED SOFFIT \-PRE-ENG. GABLE TRUSS WEEP 6CREED \-2x P.T. SECURED PER STRUCTURAL DETAILS I/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL .� SCALE. 3/4'0.0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774.4078 www.ebde*Wgroup.com AA 0: 0003328 N J 4 numl /. 1e IA1: SILVERADO 180 LOT #5 BLK #18 PRDJWT 042.0—Q 8 MODEL 4ENB "1751—NEUVILLE" GA1RAos srra�rct: LEFT PALM DETAILS 150 MPH EXP. B ARCFrT - 8TA' E OF FLORA EC C C A ABOUCHACRA AR NO 00720 DA M 12/03/19 BCA=- 1/4"=1'-0" simcll'1' D1 MK TO BLK W/ (2)OW A -BOLTS 4' VIMOMER4r MN M"R AND NO SPACED EVENT FIS01'1 FLOOR TO 2X6 dM4RA W DOOR BUCK Wr (N ® )PXA• A -BOLTS 4' lHIIl= @IT MN WY 2'W-4 W4SFlR AND 17W SPACED EVENLY FROM FLOOR TO GARAGE DOOR FOR N JOINTS PRIOR TO FILLINN6L 1.2XS PM BLOCK • CMTER OF ® DOOR HEADER WKV IDO' J-DOLTS 4- EMBEDMENT W/ 2•W'4' WA64M AND HUT. E Lam"".._ I MANPAC'NRER'S INSTALLATION MSTIIICTIONS WERE SUCH F4STRICT1010 AM MORE STRINGENT GARAGE DOOR l BUCK ATTACHMENT 4r.... rA',rr 6' uw )f. DRYWALL I'X4. OR I'20' P.T. NAILER bl4 P.T. OR %'X4' MIN 6ECURE TWRU FRAME 4 EXTEND 1 A INTO BLOCK Q W/ Ills' TAPCONS (MN. SHANK 617E .145 MIN. HEAD SIZE 3" MN. EMBEDMENT 144' WITHIN W OF EACH END 4 IV O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 A lF +3 4 + 4 E, KT . 2X4,m SECURE TO BLOCK W/ 1V TAPCON6 OR (MIN. SWANK 61ZE J45 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 Yi) WITHIN W OF EAC 4 END 4 IV OC. MAX SPACING. 2X6,m SECURE TO BLOCK W/2- TAPCON6(MK SWANK 61 .145 MIN. HIEAD 61ZE 300 MIN. EMBEDMENT I Yi)WITHIN 8. OF EACH END 4 IB' OC. MAX SPACINGY�.2X6,®1'XSECURE TO BLOCKWA•�(s'TAPCONB MM. SHANK 617E148MIN. HEAD 817E 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 M CM U DRYWALL 4' OR I'X2' P.T. NAILER OOR CASNG JAMB OR WINDOW AC 4 TO 2X PER ANIFACTURES DETAILS.18 OC. MAX SPACING.NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi )DOOR JAMB TO BLACK +1-1 W�+ - 2- 2X4m SECURE TO BLOCK WY INr' TAPCON6 (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2X64Rm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL i{s' TAPCONS TAPCON MIN. i-Yi MIN SHANK SIZE JO EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 , CMU MIN. EMBEDMENT IYi) DRYWALL WITHIN 8' OF EACH END 4 IS' OC. MAX 81PACING. 'X4' OR 1'X2' P.T. NAILER 2x84m ❑��)v SECURE TO BLOCK W/2-%' OU98. X 4' MIN. (MIN. SHARK SIZE .145 (MIN. SHAONONK CASING MIN. HEAD SIZE 300 DOOR JAMD OR WINDOW MIN. EMBEDMENT 049 ATTACH TO 2X PER WITHIN 8' OF EACH END Y MANFACTURE6 DETAILS. 18' O.C. MAX 6PACMG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ?4*) DOOR JAMB TO BLACK+1-1+1-6/ L6S 1�- rnl 1LDJDOR TO BLACK " SCALE, KTjb, 2X4,m SECURE TO BLOCK W/ TAPCON6 MIN SWANK SIZE .WS MIN. HEAD 612E J900 MIN. EMBEDMENT I Yi ) UT14IN 8' OP EACH END 4 NOTE, 6TRUCTURAL 2X 18' OC. MAX SPACING. MUST dE ON OUTSIDE 4 2xbg SECURED THROUGH SECURE TO BLOCK WY2-)Xs' NON-STRUCTURAL Ns' TAPCONS TAPCON MIN I Yi (MIN. SWANK 612E J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE _%W MIN. EMBEDMENT I Yi) 6, C U WITHIN W OF EACH END 4 YJ• DRYWALL 18' O.C. MAX SPACING' 2X8m P.T.NAILER SECURE TO BLOCK W12-)WTAPCONBMIN GI'SX2' CAIN tX4'R SWANK 812E .146 MN.HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4')—ATTACH TO 2X PER WITNN 8' OF EACH END 4 MANUFACTURES DETAILS. IS._W C MAX SPA, 00, NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 149 DOOR JAMB TO BLACK +2 4- n DOT► TO BLOCK +2 1 4" 2X4a SECURE TO BLOCK W/ Hl6' TAPCONS (MIN. SWANK SIZE J45 MK WEAD 817E JIM MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X64mw SECURED TWROUGW arvE o BLOCK UY2-'16.'NON-STRUCTURAL V TAPCON MIN. 144' (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CyU MIN. EMBEDMENT IV) DRYWALL WITHIN 8' OF EACH END 4 10' OC, MAX SPACING. a 'X4. OR 1'X2' P.T. NAILER 2X84mo SECURE TO BLOCK WY2-()(s' TAPCONS DOOR CASING (MIN. SWANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACW TO 2X PER IV OC. MAX SPACINW, MANUFACTURES DETAILS. Male. 4Mn 44 MmMC 10I A"w W WINW •I DOOR JAMB TO BLACK +3" E SCALE, KT . 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi ) WITHIN 8. OF EACH END 4 NOTE, STRUCTURAL 2X W O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X641m SECURED TWRDLr.sH SECURE TO BLOCK W/2-V NON-STRUCTURAL Vo' TAPCON6(MIN. SHANK SIZE TAPCON MIN. 144- 1.45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 6, C„U WITHIN 8' OF EACH END 4 X' DRYWALL W OC, MAX SPACING. 2Xi%c m I-X4' OR IW' P.T. NAILER SECURE TO BLOCK UY2-% 2X 6ECURE TO TAPCCNS(MK SHRANK SIZE STRUCTURAL MEMBER .45 ((2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8. OC. MAX MIN. EMBEDMENT 149 OOR CASING WITHIN 8' OF EACW END 4 DOOR JAMB OR WINDOW 16' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLACK +3" F +. 2X44 SECURE TO BLOCK 110 TAPCONB(MK SHANK SIZE 149 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4') NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST EE ON OUTSIDE 4 W O.C. MAX SPACING. SECURED THROUGH 2X6, NON-87RUCTURAL V SECURE TO BLOCK Wn-1/4' TAPCON MN. I-Yi TAPCONS(MK SWANK SIZE EMBEDMENT INTO BLOCK. .148 MIN. HEAD SIZE 300 S, CHU MN. EMBEDMENT IYs') •DRYWALL WITNN VOF EACH END W O.C. MAX SPACING. PX4' OR I'X2' P.T. NAILER 2X84m SECURE TO BLOCK WA-114' Yo' OAU6. X 4' MN. TAPO" (MIN. SWANK SIZE J DOOR CASING MIN. HEAD SIZE 990 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER UY OC. MAX 6PACNG. MANUFACTURES DETAILS. Mono rMaoo towus mortaromma.) DOOR JAMB TO BLACK +3-7/18" G WINDOW TO B +3-7 ALE: MTA. 2X4,m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHRANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 I6' EACH END 4 NOTE, STRUCTIglAL 2X 1V O OC MAX SPACING. MUST BE ON OUTSIDE 4 m SECURED THROUGHSE SECURE TO BLOCK LLVI-V4' NON-STRUCTURAL VTAPCON MIN. i-Yi (MM. SHANK 617E J45MPCON6 EMBEDMENT INTO BLOCK. MIN. NERD SIZE 3" MM, EMBEDMENT 1 Y♦') 8• CMU WITHIN W OF EACH END 4 )i• DRYWALL 18. O.C. MAX 61PACWIIG. D PX4' OR PX2• P.T. NAILER 2X6:m SECURE TO BLOCK WA-114' ' P.T. X 4MIN. TAPCONS CASING (HIM SWANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IV O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SWIM A6 NEEDED TO PLUMB JAMB. (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4' H W MALOCK. a• \ZV SCALE, KTA. W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-774407E www.abd eslgngro up.00m AA S: 0003325 J o eumly. Ae FATU SILVERADO LOT #5 BLK #18 PLROJSCT 04128.00 -05181 IW DSlA 4ENB "1751-NEUVILLE" OA %AG& LlWINC 2 LEFT PADS DETAILS 150 MPH EXP. B r 12/03/191/4'=l'-O"r 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 2017 FBCR 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 12/31/2020 FL 6223.3 FL17325.1 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 FL18644.2 MIWINDOWS&DOORS FIXEDGLASS 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 FL25353.1 MIWINDOWS&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 FL 15279.5 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.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 4303.1 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 INFORMA71ON SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:10/11/20,9 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 www.abdeskgngroup•com L AA A: 0003325 gh S i a BTJBDIV. 89 LrOTt SILVERADO LOT #5 BLK #18 PROJWT 04128.00 -05181 3tOD]CI: 4ENB "1751-NEUVILLE" GARAOX 8WILING: LEFT PALM: PRODUCT APPROVAL LISTING 150 MPH EXP. B 10 m 12/03/19/4"=1'-0"3 PRSIONIM CONTROL JOINT PLANSE OP CONTROL JOINTS Td M AIMED TIED TO LATH • S' O.C. MAX (VERT.A NOTE, DO NOT FASTEN CONTRA. JOINT TO WALL EVEN IF STUD EXISTS MYLOV ONND EXCEPT STAPLES U SiSCIJREKACONT OL JOINT UND TO Tom. DlilINO INSTALLATION —� FASTENERS TO OE $PAO" • _t OG.I'W( VIRTIGALLI' / J• TWNM 3 COAT CEMENT PLASTER WPM LAYER 9. POMPEM OULLDNO PAPER APPROVED METAL LATH PA67ECD s7' (VERTJ OP. MAX AT SUPPORTS WRO LAYER 9, STUCCO URAP UX= SMEATMN3 LATH SMALL NOT TWPW"M CONTROL JOINS OUT SMALL OE STOPPED AND TIED AT EACH SIDE. PER ASTM C1013 PROHDE 7X4 E OCKININ lot, PLACED PLAT MAX W TO S,' Wpm - PROM CONTROL JOINT WHEN CONTROL JOINT PALLS ON STRUCTURAL S,tlO I. A67ENEM PON LATM TO OE MALL& OR STAPLES IN COMPLIANCE UV AO'M CI063 R. URE TIER TO W (NO. 10) 004.1P WIRE / A OLOCKNN3 SMWX MAY OE IN ADD( \ TO WALL 67106 RISCIANED PER PLMI / OLIOLD NWIO rPT.A OL POLD,YMM r PT. A L LTIR.Ys . PT.6 ,. CJISAM . FT. c e craa sNNON ohs~—+ DIP ROM O.'RW.AP,�r ottow IS, NLOR 41RATNPb POCMANICALLr PAVION W OAS PWL OLPaD ,RHIC.PLA T. CIOAM . n. s FOLD .4 • ® 11OLD NLMIsi . PL A L CIMAM r PT. R A. OIRAM A IA. c 4. 1" P7. c PAW on.. S TILL Ff. C Toucl." Mond" KIMOSmoll0 0 PLA NK R~WTRR ilA1R MAL FOLD.lB on on. T CEMENT Id N'7COAT WO OILY) OLT) APPROVED OINLDN6 LLItAP SMALL OE LAPPED A MNI V1 Or 6' • VERTICAL LAPS (ROLL EPOS) , 6' s HORIZONTAL LAPS. ALL SEAF! NEED TO MT.X.. MTM FORTRESS SMEAT11M X LATH VERTICAL LAP TO of P )C 7C—T7C METAL LAIN wm LATER 9 STUCCO UIRAP OLT / I _�WR6 LAYER 9. PORTPIOCR OWLOINa PAPER R LAP 2e,LR NY.I' o ® KICKOUT DETAIL Mua awp mom @"^Ip ■oRcm RIOT ssI,LL1NaRm � � � y aeon ILASLNO (SIN AIL) \ N,a4RTALL LLCKM Ar ROTron a Raa . MT�WTIN» VATRR TIOM MAL (RTC OR scumt oa NapAW I'nN LAN LM, �' OYtR ALL LAP N97mL 60E LAPS, OP METAL PLASTER CANS, SMALL OE AEGVRED TO TMRY SMALL OBE TIED MTWM GLlTORnD OTM 0041D-N. (171-PM) WANE AT INTERVALS, NOT MOM THAN 9' (YJ9-M•IA AS, POR ASM 0063 7s1 POR REPAIR OP TEAM IN WRO LAYERS. TEAM MAY OO PATCHCD WIWOIb41 WRAP TAPE PER tww OPEC. OR PEE.. STICK WOOD S71Z 6MEATMNS STUCCO j' TIUc1IER(! EN COAT CEMENT PLAIS METAL LATH W M LATE! LW. FORTPBE OWWM PAPER UM LATER % STUCCO U RAP WOOD OMMATMINUt WOOD SHEATHING OR CMU UPS LAYER 01, STUCCO WRAP (FRAME ONLY) f' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRES 4 TAPE OVER ROOF/WALL SCREED S'X9' 'L• TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DEGC, NOT WALL SHEATHING) it CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4SL4' SELF-APHOR MEMBRANE KAMM (COhPATIOLE W( MOUN� WRAP MATERIAL) OVER APPROVED NOUN WRAP, 1' OR LESS PIPE PENETRATION OUT AND OVERLAP 00 SIDE OF / SELF-ADFORNO MEMBRANE RASMMb STEP 01 INSTALL FASTENERS, (CLIPS. STRAPS. STAPLES) AS — ROOUIRED TO SEGUE PPE) WIND TO PRAM66 PIPE N.T.S. 4• sRRAP MATERIAL) OVER 4W SELF-ADHERIND 110-Oft" ILASIIN6 OVER APPROVED MDM6E WRtAP. R.AMi3i5 m EL7EC ONTO —PIPE END LATER 9. FQMrr ER 0111,111.090 PAPER METAL LATM 6S*' SELF-ADMKl" P'@1110" PLAGNIM OVER 411a4' 6ELP-ADMERM MV`ftRAM0 PLASWIMM OVER APPROVED '4'KW SELF-AOMEMI6 MEMBRANE PLASMINS OVER APPROVED %' CONY. MAD OP SEALANT INSTALL APPROVED MOU6EIAtAP AIR USNLTRATION OARItlER OVER SWEAT14M SLASTOMBRIC COATNS OVER STUCCO) C.V. FNRM (SEE TYP WALL SECTION) SECTION PER SECTION R7W OSMIaTYS1YIosM 0111111W10 .h.11 c fmapcely ow(ptlol rft 9.rer1 plc f12 r.qummMoASTM C 926-72 pAlBNar In.f. ]". of.xl.rar WhkV eM,.mig .hell comply Mth ASTM C 1063-12A TION DETAIL (FRAME) OF DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING NOTE, - - - - - - NOT : METAL LATH: LATH TO 5E PER SECTION R-1031.1 / A5TM C-84-7-05, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 327B0 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA S: 000"" q QQ Q N¢y b BLTSDIV. 7.OT SILVERADO RAT #5 BLK #18 PROJECT 04128.001-05181 1[OD3ZA 4ENB "1751-NEUVILLE" GARAGE OWWO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ID rpumTDA 12/03/19 SICALEL 1/4"=1'—O" s>KrsT WA INSTALL 6' SELF -ADHERING MIM ORMIE PLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECUENGE OF FLASHING TO BE, L BOTTOM. 2. SIDES. A TOP Xl: VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO DE TOOLED 60 AS TO DEFLECT .� WATER AWAY FROM JOINTS. E-Z BEAD ALL AROtM VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL amme,A CAW-KM's A JOINT ALLAROINC I I PER SECTION R7t79.7 I Exbmbr kdMrg Wld plMlEdr1E BACKER ROD I I Exterior use of portland cement plaster shell comply with the application requirements of ASTM C 926-12A. r1: 1 Installation of exterior lathing and framing r shall comply with ASTM C 1063-12A. Wti6 LAYER 9, STUCCO WRAP HOODED VENT THICK, 8 COAT CEMENT PLASTER METAL LATH WFB LAYER R, FORTIFIBER BUILDING PAPER WOOD SHEATFIMG DRYER VENT (FRAME) 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 — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-841-09, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP A SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 1 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'GUICK FLASH' PIPE THROUGH — WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.TS. ELEC. METE! VERIFY LO Mr-%Gfi I G/ rfGf.�G I V G STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT TWAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANI ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSEGTIC WOOD SHEATNING LAYER M, STUCCO WRAP pe LAYER "1, FORTROER BUILDING PAPER METAL LATH WOOD CONSTRUCTION D FWSH 0 WOOD FAWrVN TO WOOD 6TI61G'MAL MEMBER • 'I. O.C. MAX 6' Cm 1k' 10 K`MIDr,ul l YlEP aCl�[D r AOHIIBNE PLASHING, CLUM MA60NRT (BEFORE APPLYINS V FINISH a rwaar Y ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRS LAYER' STUCCO WRAF CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP *1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP 03 STEP *2 WRB LAYER M, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING `WRB LAYER 2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIG COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WAL L SECTION) ,L METAL LATH STEP 05 STEP I*6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, Fl. 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes4pgroup.com AA M 0003325 q y W 6 F-CM1-AJtAGX a1; LOT: RADO #5 #18 —05181 NB EUVILLE" tn�TO-FT LL ASSEMBLY DETAILS 150 MPH EXP. B .A ABOUCHACRA DA Z: 12/03/19 i:CALIM 1/4"-1'-0" WA2 LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' CORNER BEAD (FASTENER 4 SPACIWx i 1' O.C.) CMU % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / ,� R`CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeso*mup.eom AA N: 0003325 rc Ll aSt J 16 Q Ll sLTaDIV Ae I SILVERADO LOT #5 BLK. #18 P1 oj=T#► 04128.002-05181 woaste 4ENB "1751-NEUVILLE" GARAoa EWDM. LEFT PAOM WALL ASSEMBLY DETAILS 150 MPH EXP. B PM&ACRA AR NO 93723 D TO 12/03/19 sCALM 1/4"=1'-0" sr w WA3 LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING Huai°" e �� rYOOND WOOD SMATNMD MEATIER f"STNE 6ANItllR �SISTN! R Wd►?QiV L bom /// \ W &EMMWLF-ADWERM6 1 I,E?sISTNE STARTER OTRIR \� �\ THERER AMOTIVC pAA1 It \\` \ &ALVID FETAL V..,...—. DOD TRI, i tDo`°nM� MOMMEN ATED AL GAF- dALLKMb \\ / AITROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITIONS 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32760 PH:407-774.5078 FAX: 407-774-4078 www.abdesWWoup.com AA S: 0009925 o: — i SILVERADO LOT #5 BLK #18 PROJWT# 04128.002-051 1 moDmu 4ENB "1751-NEUVILLE" oARAOM sWMG: LEFT PAON: WALL ASSEMBLY DETAILS 150 MPH EXP. B \ \ —2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL t STICK —DRIP EDGE �` I\ --I/S' TEXTURED I FINISH • WOOD 1/2' TEXTURED FINISH • CMU / METAL FASCIA WRAP Xs' FROM STUCCO, I' FROM ------•-------- WOOD WALL `\ EXTERIOR WALL (FRAME OR CMU) \� \ NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ®ELEVATION ®PLAN A 1/8' TEXTURED _ FINISH • WOOD. U2' TEXTURED . PUSH • cm x METAL LATW x x x x x x x x METAL FASCLA WRAP SHEATHING x x x x x xCm .:. , OeWOOD x i'.• WRB LAYER 01, x x x x x s SRO UAtAP(FRA m ONLY) x x x x x x x x x x x x — WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x — BUILDWx PAPER (FRAME ONLY) x x x% x x x x x x x x x ;. FRAME OR CMU 2Xi GUD EJVJD cEr1EN7 % X % X % % X % % % X x x x x x x x x x x FELT PAPER 47- DRIP EDGE x x x x x x x x x x - DRIP EDGE METAL KICK OUT x x x x x x X x % x x% x - - (REFERENCE POINT C F'L A I 5 IV O ONLY • FOR WALL OFF x _ .. TCOMPONENTS) SE OF —ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) ' I/&' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH • CMU \ 2x6 SUB -BAND W/I'x4' NOTCH leEND, WRAPPED IN PEEL t STICK ... , tc METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -SAND W/116'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x x x xH' 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 x x x x x x x x x x x x x x x x x x x x x x x x �x x x x x .,. .. .. SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY AME OR CMU ALL KICK -OUT FLASHING LT 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/%'x4' NOTCW • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdes%ngroup.com AA #: 0003325 h 4 sum LOTS SILVERADO LOT #5 BLK #18 04128.002-05181 MODEIe 4ENB "1751—NEUVILLE" GARAGE EVIDM: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 39'-W 29'-W F TE-1 4" CONC. SLAB I Oa +J in I— — — — — — FM-12X78 — — — — ' EXTEND I SLAB 1 1n" 2'4" 13'4" 10'-0" 6-6" 8'-2" ( I I I. I - b T� SLAB i I LL Is I I N I I• I I , 'I I • I 18'V 21'-V I 4" PVC CHASE I I �� 20'4" 6i 19'4" I � L_ _ - �. TE1 _ — --- I I I . x xI 'mays1n 4 m EXTEND • SLAB 1 1/2" I LL I 3'-0" 5 I f 1. 2 N a EXTEND I .1 1, O SLAB 1 1/2" FM-12Xl8 --__ 4" CONC. w o SLAB f� I - it LLI 4` 3,d. 4" )AIL +31/2 I I----� I *a to I + ' I MC-12X18 FM-12X18 FMC-12X18 1 1.1 L FM-12X18 J ------ — 4 _ _ FM-12X12 --- _ 4 1.1 .1 1 1. 2'b" ,6'-0" 'd" 4'-0" 'd" 4'-6" 8'-10" 1914" 6-w 39'4P FOUNDATION PLAN SCALE: 1/4" = l'-0" a i� FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-O", 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 112" 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 WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ONDICATED #S BAR, BNDICATES #6 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 (#5= 30", #6 =38"), 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #6'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 1N 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: F'm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT(3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-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 I THICKNESS I REINF. REMARKS 60 W1.4xW1.4 OVER GENERAL 1 3 10 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TOY. SHORT LONG FM-1206 12" CONTINUOUS 18, - (2)#68 FMC-1208 12" CONTINUOUS 18" - (2)#Sb VARIES FM-12x12 12' CONTINUOUS 17 (2)#66 (-)0'd' TE-1 8" SEE PLAN 8"(1) #5'• - 0'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-7744i078 FAX:407-774.4078 www.abdad8ngroup.com L AA #: 0003325 C stneDIV. At LOT. SILVERADO LOT #5 BIK #18 04128.00 T -05181 MODSMA 4ENB "1751-NEUVILLE" OARAGM OWnvas LEFT PAO1:: FOUNDATION PLAN V.150 MPH EXP. B DA� 12/03/19 OCAL6: 1/4"=1'-0" gatmw si 30" MIN. EACH WAY MONOLITHIC FOOTING t Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z_ d .-. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a •v d aa�ay W SPACING REQUIREMENTS O w m U SPACING REQUIREMENTS w •'v.�'N. 1 '�' `-r` . T_ ,. '' • '1 !Q GARAGE DOOR RECESS FM C y z 8' CMU WALL O 8" CMU WALL , CORNER BARS, SAME SIZE AS BAR O tO b o ? + -0" ,' I IN FOUNDATION WITH 30' LEG EACH ul U M ... . + "��"'♦11"-"1,T1 " TOP OF SLAB B WAY AT ALL CHANGES IN DIRECTIONS I ... • SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS N 0) CURB FOR `41TOP OF SLAB 11�y/+'--�� ° SEE SLAB SCHEDULE •- I TOP OF GARAGE ° •I." ' �� I MASONRY a EXT. PORCH SLAB W/ 1/2' ISOLATION BAR SIZE 48 BAR DIA 4" CHAMFER(1STORY) 93 18' EXT. PORCH SLAB •. SEE SLAB SCHEDULE 4" CHAMFER (1STORY) Ii. a. :. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '' UNITS SET �;0° AT ELEV: .. JOINT (WHERE • • 8" CHAMFER (2-STORY) #4 24" W/ ISOLATION -. 6' CHAMFER (2-STORY) ! .: 0'-0" APPLICABLE) z SEE SCHEDULE 30' JOINT (WHERE NT •! i EE SCHEDULE FOR WxD, BAR SIZE APPLICABLE) Z 4. FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING iv #6 36" AND BAR QUANTITY g QUANTITY DIFFERENT NUMBER OF CONTINUOUS PROVIDE THE LEAST #T 42' iv AND BAR NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO 2 BAR EXTERIOR MONO -FOOTING XTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=,-6 GA SCALE:3/4'=V-0' GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4'•0" SCALE: 3/4"=1 SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48° AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ SYP WALL W/ SYP No 2 STUDS SEE No 2 STUDS SEE PLANS FOR E ST. PLATE TO SLAB Wl PLANS FOR SPACING. SINGLE 2" CAPPED GALVANIZED PIPE S NEW RED BAR D_ SECURED W/ 2-PART SPACING. SINGLE STM, PLATE WEDGE ANCHOR W/2' TO BE PT. PROVIDE DBL. TOP R HIGH STRENGTH BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO W/FLANGE SASE � 0. g I EPDXY. MIN. EMBED PLATE 6-1/2" EMBED. MIN. @ 18" OC 1/2' E SLAB W/10d MASONRY LING USP SPTH4 OR SPTHB BTM NAIL 16" O/C STAGGERED. ADDITIONAL METAL p FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ CONNECTORS NOT i4+> SPECIFICATIONS FOR rn a I 10d x 1 1/2' COMMON NAILS REQUIRED WHEN NO SECURE FLANGE TO = m USE AND F- PREPARATION OF FILL ALL HOLES, DO NOT USE 10d x 3" UPLIFT IS PRESENT. wLAB W/(4) 1/4" X 2 1/4" O 4 HOLE.TAPCONS w� E SLAB SCHEDULE � SEE SLAB SCHEDULE .+D, KEQ.SEE Q+- „TOP OF SLAB TOP OF SLABa'.4" CHAMFER (1STORY) •. d'— .'�-• �,6" CHAMFER (2-STORY) :.E SCHEDULE EQ. EQ. EE SCHEDULE WxD, BAR SIZE FOR WXD, BAR SIZE BAR QUANTITY AND BAR QUANTITY 5 ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL SCALE:34"=1'-0 MONOLITHIC FOUNDATION SCALE:34"a,'-a 8 9CALE:3/4*-V-0' (NO UPLIFT) 6 (W/UPLIFT) SCALE:3/4"=1,-6. LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z Z WALL W/ SYP No 2 STUDS SEE g STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W0d MASONRY NAIL 0 a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 16" O/C SSTAGGERED. t ADDITIONAL METAL wN U CONNECTORS NOT 42 REQUIRED WHEN NO 0: Q. ix rn Z 8' CMU WALL UPLIFT IS PRESENT. O e' CMU WALL O co Z b.-a. ,. ro TOP OF SLAB a TOP OF SLAB e TOP OF SLAB SEE SLAB SCHEDULE + I• Z n •• ' SEE SLAB SCHEDULE SEE SLAB SCHEDULE Lu a BAR#3SI2E 48 BAD DIA. • .' .a TOP OF SLAB'a• •°•• Z Z �' 'ISOLATED' COLUMN PAD ° i CENTERED UNDER WALL AND EXT. PORCH SLAB 4' CHAMFER (1STORY) W/ 1/2" ISOLATION 6' CHAMFER (2-STORY) JOINT (WHERE iF4 ', 4 24" a•,�� 11 m._--�� POURED MONOLITHICALLYWITH APPLICABLE) ATCH STEEL 30" c -- - FOUNDATION AND SLAB a6 i REINFORCEMENT 8' PVC CHASE 36' SEE SCHEDULE ° SEE SCHEDULE SC N PER SCHEDULE THRU FOOTING #T 8" PVC CHASE THRU FOOTING q2^ FOR WxD, BAR SIZE ,.Tj FOR BAR SIZE AND BAR QUANTITY I AND BAR QUANTITY MATCH STEEL L �L SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- AND BAR QUANTITY PVC CHASE 9 FOOTING AND COL. PAD THRU FOOTING SCALE:34'=,'-6 (NO UPLIFT) O � SCALE: 3/4"-V-0" SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, F132780 PH: 407-7746078 FAX: 407-774.4078 www.abdedgdgroup.com AA 8: 0003325 x J I � T O 9 fp 0 stnmly ae L01A SILVERADO LOT #5 BLK #18 PROJWT 04 8. — 1 1 MODRU 4ENB "1751—NEUVILLE" OARAOs srl1 LEFT PAOW.. DETAILS 150 MPH EXP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BONDBEAM VARIES PER ELEV. Z e f . °. N 06 BARS °,.11 5 I .. p CLEAN OUT REQUIRED FOR INSPECTION ' 0'-0" FIN. FLR. TIE ERTICALREBAR TO HORIZONTAL .. °.:" REBAR W/ 10'HOOK BAR SIZE 148 BAR DIA. Z� #3 18" iO lt4 24" M U #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdaslgngroup.com AA N: 0003325 J �Za1 SILVERADO LOT #5 BLK #18 P1 *'T 04 01- MODRU 4ENB "1751-NEUVILLE" OAllAGN OWD10: LEFT PAGE DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13)10d x 1 12" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 FINIAL 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 PSS36, .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 DEB(:RRRPATION REMARK 1Q (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 (vI) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8z8 (i A N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH °YO 74" (4T) PR80W 2281 44" (4" PRECAST 168e 4'3' (N') PRECAST 1866 Sr (N7 PRBCABF 1217 F-W l7e'1 PRECAST Met ss C7e') PREOW SIR Tr (00') PRECAST 743 yr (1127 PREOW $64 ,Sr (12e") PRECAST 475 114' (13n PRECAST 312 1Z4" (/My PRECAST 887 184' mn PRECAST eee K4' (160) PRECAST 276 i*w (1AP) PNWRMW N.R. ,er (1N9 F EERIEM® NA 1Tr mn PRE61REIIIiIIED NA W-C Mn PRENIREMSED NA 214. On PRESIREISED NA 22W 08" PERINIRME11) NA N'4' ON9 FrASTMOSO N R 0�00�00 ��m©mom 000v©oo oomomom ©mE�0000 mom�oom ©EO©00©0 oomEa!���1 mm00000 mRmomoom omovo�c� m000©00 Om00�00 oo©om�c�! KZM R0NLYEK770RRR( RRL> o©ommoo 000©moo v00000a 0000000 000000v 0mEmm=m EMONZENCENZESIZINEEM 00000moi oo©omoo m000000 off'•©�.70��© >s w 4o w w lace lees (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR -ALLVALU66TAlE N FROM WA ROAD TAKW BYCASTCRERE RAY 2015 EDITION •ALL PRECAST PRODIICTBARE TO SE e1STAU ED PER MANUFACIIMES SPECIFICATIONS TE" SAFE LOAD T SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 8'4' (M PRECAST 10251 'I= 1 18e6 14' RM PRECAST ao' (4C) PRECAST 7E M 130D OW on PRECAST r4• (M PRECAST w2 "I 1E79 4'r M PRECAST 8r (on PRECAST 411 411 745 " n*) PRECAST S-IS' cm PRECAST 340 Alb Ne F-IV (70') PRECAST sr (M PRECAST SIP 721 4e0 " (70') PReww r e' (S" PRECAST 4N eN 866 r4' on PRECAST S''4" Girl ENECAST 326 $12 IRS S"r (112.1 PRECAST M'r (/2S') PRECAST 204 401 180 /S4' (12e") PRECAST 114- (1887 PRECAST 280 452 154 11w per) PREOW I" (14o PRECAST 644 402 1S7 I" (Me) PRBCA6T I" (1Nn PRECAST 217 324 110 1" pen PRECAST 144r (ter) PPWAST 206 20 100 W4' (ter► PRECAST 14-r (17W) PROMIESSED NA 284 o1 I" om pRunmm 1"' (14" PRRNf UM NA 280 83 iSr (ter) PreNmw® 174' On PRESTRESSED NA /N N 1T-r Pa'1 PSl1711C68® IVr Mn PMMMM NA 140 62 1Sr O,n") parmmm 2TW On PRENfIORISED NA IS 42 21W Mn PRa1 MM 2" PM PRIMIGN® NA 11e 40 27-V GN"1 PgI:STRT6eEo W41' On PFWMMW N.R. I N 33 2r4' Mn PReRR (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR PRECAST PRODUCTS BY ORIASTO IESTOR0=0 VALUES STA70ABM PRONOBMSB MdrOFMAMOPASTBACKBIDECPVNeWMOPBSNO PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPOPATION-CASTE47ETE DIVISION ACCEPTANCE #: 18-0126.03 8F28-1T/1Ar0B L—mmmmmmmm— LIFT BEAM PLAN SCALE: 1/4" = V-0" 8F16-1T/0MPo8 1441 N. RONALD REAGAN BLVD. LONGWOOD), FL 32750 PH:407.774a FAX: 407-774-4078 www.abdes*vigroup.com AA #: 0003325 0 kbk 6 �u=IV. & LCT, SILVERADO LOT #5 BLK #18 P1WJXCT# 041 - 5 8 MoDRU 4ENB "1751-NEUVILLE" GA tAGZ DIND G: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYR 81X8 mr 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL �- 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING ( �\ REINFORCING (L2) 4 THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST V. TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x18"5. 70 IS OMITTED AND A LINTEL PLACED. THE STEEL BOND BEAM pCOURSE LD THE DOUBLE OF BOND BEAM BOND REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE ' / TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16• DEEP. BOND BEAM 6 � EACH COURSE a 8x8 BOND BEAM TO 806 BEAM BL (BO BARANG BOND BEAM F =FILLED W/ GROUT .��p U =UNFILLED GROUT SOLID FR jAQ NOMINAL LINTEL TO TOP OOF OPENI WIDTH #OF #5'S, IN 2N0 BOND BEAM pQdV W/ (1)16 BARJ(L2). BEAM COURSE SE a 40 Q 16-1 T/ 1 M/ B BzB PRE -CAST CO LINTEL W/ (1) #5 Bp �C�- NOMINAL—� LENGTH OF BARMASONRY HEIGHT#OF 05-8, TOP OPENING-2• BOND BEAM COURSE OR2BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT #OF#5'S, BOTTOM 8x8 PRE -CAST COTHATXFXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEANDXFXX- 1T/OM/OB INDICATES ASINGLE BOND BEAM TO PLAN FOR LO Me OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/18 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') B' FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN � S 2x6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST .a 144" 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' 70` v MIN 1-1/4' 't-� ^ EMBED 4 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18' O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7116" OSS SHEATHING STANDARD.ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2=1'-0 S SCAlE:34"=1'-0" 3 SCALE: 3/4'=1'-0' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I SINGLE #5 CORNER BAR, 30x30 TURNED UP STEEL REINF. OF OR TURNED DOWN INTO FILLED CELL BOND. BEAM � 8z8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), DE AT EACH St SEE PLAN. I) / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN //JIYJI/ ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77441078 FAX: 407-774-4078 www.abdeat WouP.eom AA #: 0003325 4 0 stnmly. A# L01! SILVERADO LOT #5 BLIC #18 PUDJWT 04 .0 -05 MOD= 4ENB "1751-NEUVILLE" owiewoa swmo: LEFT PACE DETAJEXPP.B 150 MPH FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13)10d x 1 1/7 HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)10d x i ill" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7l8" 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. TRUW MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W 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 A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, FRAMING PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwsbdesWWoup.eom AA 0: 0003325 q SL713DIV. d6 LATS SILVERADO LOT #5 BIX #18 PROJMCT 04128.00 — moDuLa 4ENB "1751—NEUVILLE" GA A08 BWnCG: LEFT PAOM FRAMING PLAN 150 MPH EXP. B A IN NO DA L 12/03/19 dCAIM: 1/4"-1'-0" S3 SL713DIV. d6 LATS SILVERADO LOT #5 BIX #18 PROJMCT 04128.00 — moDuLa 4ENB "1751—NEUVILLE" GA A08 BWnCG: LEFT PAOM FRAMING PLAN 150 MPH EXP. B A IN NO DA L 12/03/19 dCAIM: 1/4"-1'-0" S3 A-(1)USP HTAi6 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#176W B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 1 Od x 1 112" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)18d GALV, COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS / 12' 0/C 'MASONRY BOND BEAM —� SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFM/ALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2" x 4", 6", 8' x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1a 1b GIRDER CONNECTOR(S) SCALE:34"=1'-0 ENGINEERED WOOD TRUSSES 0 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTAi6 TRUSS ANCHOR WITH (9) 10d x 1 1/2" NAILS TO TRUSS EA. PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#17680 /e PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22'x4', 6', 8" x 4'-0' MAY BE ADDED W11Od NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. IYI' `(A) USP LUGT2 POWERS WEDGE BOLTS (iS) 16 18 GALV. NAILS TO (1 TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4'x6' WEDGE BOLTS AND lx2, 2x WOOD FASCIA (12) WS3 SCREWS FL#8223 SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRYBOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS SCHEDULE SOLID, 8- EACH WAY OF BOLTS 12"0/C SEE A ALLOWABLE UPLIFT = U3980 LES, 1-1785 LBS (2PLY) 8 ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF a 2b 2SCALE:34'=1'•0 GIRDER CONNECTOR(S) # 1176 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2114" TAPCONS TO CONT POURED LINTEL # 19DO UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WMO lOd TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EARUSSES WHERE TRUSS (DIAG. BRACE TO -BRACING IS PRESENTAT COVER 5 TRUSSES)'-0' O.C. (AT SHEATHING 0'-0" TO 30'-O" (1)'W BRACEEAMS) 30'-1" TO 60'-0 (3) "X' BRACEECURE 2x8 PT. PLATE (i) "X" BRACE O CENTERO BLK W/ 112" DIA. (2) "X" BRACE DIVIDED EQUALLY BOLT W/ 2' FROM CENTER TO END.ASHER ftNCHOR SET IN HIGH 2x WOOD FASCIA,TRENGTH EPDXY 6' SEE ARCHITECTURALIN. EMBED. AT 32'OC AX. PRE-ENG GABLE TRUSSECURE GABLE TO 2x8 TPLATE W/12d's 8" STIFFBACK (ASPER.C,MAX TRUSS ENG)ONT. 2x4 SECUREOW/ ) 10d's 0 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:3/4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE —NOTCH DEPTH I/4'D IDoLEEDGE >5/8" USED SO LONG AS THEY CONFORM TO THE FOLLOWING OLE DIAMETER 2/5'D SGL. STUD OUTER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN O 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 4PLATE� ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOTEQUIVALENT TO A USP FIT16A (FL#17236) OR LUGT2 (FL#17240), ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. HOLE DIAMETER < 3/5'D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/Y=1'-0' 11 ALTERNATE MATERIALS SCALE: 3/4'=1'-0" L441 N. RONALD REAGIN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-774.4078 www.abdes)grgroup.com AA •: 0003325 p O sunny. all moat SILVERADO LOT #5 BLK #18 Pl�OJ6CT 04 28.0 -05 MODz r 4ENB 1.1751— NEUVILLE" GAtAGZ SWDM: LEFT PAGM: DETAILS 150 MPH EXP. B ROLAW A. A90UC AM l AR NO 070 j D'Fmu'rw 12/03/19 MICALM 1/4"=1'-0" S3.1A PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x8 PT, PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT Wl 2" WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O,C. MAX TRUSS (TYP) 0 24' O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10c s0 EACH TRUSS TO BE INSTALLED G 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdes4M*uP.mm L AA N: 0003325 y� IY1 � 15� iD O 9 oumty ac Lo1! SILVERADO LOT #5 BLK #18 !1lOJl7CT 04128.00 -05181 moas=a 4ENB '1751-NEUVILLE" GA>RAaa swwa: LEFT lAas: DETAILS 150 MPH EXP. B Dw12/03/19 a mum: 1/4"=1'-0" sxaa�r S3.1B w Will I I q GABLE-Ero �� HPROOF ROOF WIND DESIGN PRESSURES N S) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) 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: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DMIPiRAOM FOR ASPHALT SHINGLE ROOF USE MIN 7/19' O.S.B. OR 1/2' COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 CDX EXT. PLYWOOD, WITH Sd 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 @ 4" O.C. EDGEWISE ZO BLOCKING ALL PANEL JOINTS W/ IN W R GABLE FND ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN.LENGTH MIN.DIA SHANK TENSILESTR. SHANK Bd RING SHANK, 2 iR" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/2" DAM PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1639 EXTERIOR SHFATH114 USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SWANK GUN NAILS ® 4" O.C. TOP & BOTTOM EDGES � .......... WN J Ja Y YUl N 33 Ul aa ) 06 GOGG U Z GWG LU a. EL TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER ORTuUA3S � .-__-��,1 =M��uI ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE BND FRAMBM C8d RING SHANK GUN NAILS 4 6"O.C.IN FIELD'\ 8d RING SHANK GUN NAILS a IT O.C. IN FIELD or Bd x 2 1IT SCREW SHANK PNEUMATIC SCREW -NAILS @ 17 0.0.1 FIELD J\ TYP. 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 STRUCTLRAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6#1 EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, A3CE 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-0NLGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE Mr. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE D0OSEDTO EARTH ORNEATHBt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGER OF CONCRETE ARE TO BE CHA EFED 314'. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE BND FRAMBM C8d RING SHANK GUN NAILS 4 6"O.C.IN FIELD'\ 8d RING SHANK GUN NAILS a IT O.C. IN FIELD or Bd x 2 1IT SCREW SHANK PNEUMATIC SCREW -NAILS @ 17 0.0.1 FIELD J\ TYP. 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 STRUCTLRAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 6#1 EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, A3CE 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-0NLGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE Mr. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE D0OSEDTO EARTH ORNEATHBt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGER OF CONCRETE ARE TO BE CHA EFED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PIPE NO. 2 OR BETTER Fb =1100 PSI AND A MODULUS OF PROVIDE 64WL CONTINUOUSPOLYETHYLENE VAPOR BARRIER MEMBRANE UA1Ht ALL SIA&SONGROUNDWl6EIIYMCAT®ON aADHESIVMEMB ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAM8lINUOUB INCHES ANDSEALEDOR PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES TREATMENT:. UM BE RATEDTO EDRALNLEVELS.WOOD FOR CORROBORATE FORMWORK TETRAAHHALL STRUCTURAL USETHAT3HAATIVE LL BE TREATED FORS» FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SUBS, 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 AG 347, W/ 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, Bth 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 STRUXCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM At85. GRADE 8S 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-W OC, EACH WAY. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, GREBARRADE 60 IN BE ASTM A815 RM D A S CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCEDESIGN MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPkl4,'OESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL-FPLATE-WOOD TRUSS CONSTRUCTION:, AND 'TPINYTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psi AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTED 20 psf TOP CHORD �GrFwnaurant REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #M B- AR WOOD TRUSSES. 10 sf STM CHORD +RGn-mncurrent P A'S BAR - 30' #7 BAR - 42" 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIEDTO EACH BEAM RESAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI AS$1.1982. 15 pet TOP CHORD pat TOP CHORD (7 ps/ w/ ASPHALT SHINGLES) (1 (70 Oaf ND GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pal BTM CHORD 5 Oaf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 Paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED -R20110 MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING ASCE 7-10 ABBE SURE B, RI EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHlOpsfFIXED STAIRS: 3 BALCONIES (EXTERIOR) STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SEINED WITH FIXED STAIRS: DO NOT CUT R DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pa/, GUARD IN -FILL COMPONENTS: 50pa/, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE LE GARAGES: 60ps1, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING RWEW- "SPECIFICATION MASONRY STRUCTURES- (ACI 6301 ASCE SrrI S 402, BUILDING CODE REQUIREMENTS FOR THE HUFRRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE. AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE 11n = 1600 PSI. BLOCK SHALL BE PLACED USING 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 DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM MS RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAM BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS R STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES THE CONTRACT ASTM CJ7B AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS L ESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE °USN STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO IT.. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 P$f, FOOTING R IONS MORTAR SHALL BE USED EXCLUSIVELY ON 70, PROJECT. MORTAR SHALL BE TYPE PROPORTIONEDAND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL B 31W T NS THATVERTICE L THICK UNA.ESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. O BE CELLS TO BE FILLED. CELL 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 RECOMPACTED AND 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 SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABCNGRAOE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PIASTICRER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 MID ASTM C44 OR MEASURW. MANG, TRPNSIi7RTING, ETC. CONCRETE TICKETS SHALL BE TIMBSTNMPED WHEN CONCRETE IS SATCHED. THE MAN MUM I] ME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THEE ISA DRAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHNL NOT BE PLACED. IT SHALL BETHE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITHTHEABDVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS A 3" FOR CONCRETE CAST AGAINST AND PERMANMY DFOSED TO EARTH ArOU DATIGNS), B FOR CONCRETE EXPOSED TO EARTH AN10RWEATHER 1.11Y FOR #6 AND SMALLER 2- FOR ##AND LARGDR C. FOR CONCRETE NOT E*0S®TONEATHBR 3/4' FOR SLABS, WALLS AND AJOISTS 1.112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL• THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH 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, FY = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE 8, Fy - 48 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy - 35 Kal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THE44UT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION SIE TYRE BRACING REMARX9 RE-- 1 TRJRR... CABS HARDENED GOL S OK .NONAGE GOOK &ICI 1N'DIA -CON MASONRY D 11Y2"fM8E0., PFM 019T., MA80NRV/GONG NNL11?LONG. T 90NRY/ANC. NOWA3HER FASTENER 11R'EDGE D6T 9GD, N.EKT.OWR9 CASE HAWENEO COL D^OC WNOOWM1X)OR/ FASTENED -I-- 1R'OW W/ E%PAN910N80.i 21,E 1•EMBE0..1•Ero GBH., 1. PT, SEE NOTES NNL 11?TONG. STAGGERED INlO AM80NRY/COro. TO MA90NRYICCNC WAShEA G'EDGE DST. WNDOWBUG CASE HAWENED COL D"QG WNDOWIWONFABTEN T..T-. CONTACT THIS ENGINEER FOR SPACING 1a PT,8EENDTE8 NAIL itYY'LONG. STAGGERED INro MAsoNRrrcoNc. M,ASGNRricowa REQUIREMENTS EXT. BY•'NG DOOR BUGLPT, SEENb1E8 (2)3I1B'DA NO WASHER •TAPQOf.r FASTNEA 1B'OK; 11R•EMBED,BEND. OIST.,1 t/1'EDGEDBT. NONEFAPoro W000 WALLNCONO SLAB 1? EJ_AN- 1•EMBE0.1'Ero W/W_. BOLT 21- DIST.,G^EDGEDL9T. 2a RTWNOOWBUOf D•O.0 1•END. DBT.11/1• pFx21R' PT TO SHEEN COL., 9FE G'1WR WASHER STAOOQiEO EDGE OBi. OTfe Wnl 1LES 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 HI 4. PAF SHALL BELT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 6. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILEDABOVE 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. is MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH407-774-6078 FAX:407-774.4078 www.abdeakgngroup.com AA M: 0003325 [al .P E-ZQJ LEEi� 1��j 8a Its b O � a- jLL sumty ae LMDT# SILVERADO LOT #5 BLK #18 PROJMTO 04128.002-05181 MODEMA 4ENB "1751-NEUVILLE" oARA0Z SVFIIJO: LEFT PADS: DETAILS 150 MPH EXP. B 91 rDATEk 12 003/19CALS: 1/4"- '-0"amew S �1 '1 ti �2 S���