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HomeMy WebLinkAboutBuilding PlanBuildilig Permit Planning & Development SemiresDepartinent Building & Regulations Division Product A Review Affidavit A 5 '.tlet'3 �4?alne JIM AND DEBBIE STROIK Applicant- PTWdUct OpenirgDesWn pressor es Product Rated fresi n Pressure Manufacturer lwlodelHumber Product Approval NLit tber Glass Type Method of Attachment Windows +80 -80 LAPP ON INOtf,(7 -RIFS S/NGLE PUMG L. .1. 12-0127.16 %6" LAM HATED * 1 Mullions +150 -150 LAW ON INDUSTR/ES ALUM CLIPPFD ML 12-0127.07 FixedGlass NA Block Glass NA Skylights NA Sliding,Mass DOOFS SwingT"' a 61 TNERMA TRUR F18 CIAMIC-CRAFT OAK& -CLASS/C & SMOOTH UMC, FL7347.1 TAR GLAZED DOORS PACT 4 Free Dog +76.7 -85 L 4 WSON INDUSTR ES 12-0127.23 2 Garage furs +46 -52 WAY E DALTON CORP MODEL 802418124 11-0411.05 Hurricane Protection NA Roof l/entllat-mn NA Roofing Material Fff PF D -50.5 IMETER-106.75 ORNER SL/NLAST META GALVALLIMF 5 V MTL. ROOFING CRIMP FL-10490.E 3 I have reviewed the above components DI claddingand I have alppFo d their use ill this structure. These products prtlt ids ail rlu�tte 1 sIstan a to the TMnd loads and forces specified by r111'rent code provisions. Name: e: Signature: seat Design Prof: cent, 'No. _ Date: - - I 114' TAPCONS SCREWS UIRU OUT HEADS - 6" MAX FROM TOP CORNERS 4 TOTAL AT PEAS .JAMBS - 6" MAX FROM TOP CORNERS 9-%" 0. C. 6" MAX FTOM 807T CORNERS, 6" MAX BELOW MEETING RAIL SILLS - ANCAIOR NOT REOP 5116" ULTRACON SCREWS *2 PEAD AND SILL 5" MAX FROM FRAME CORNERS 4 AT S/LL AND PEAD , 6 AT JAMBS TOTAL OF 20 w• r „LL LU: L/ ST. LUCIE COUNTY DU!LU:Vi: D!Miotl L RM- EtVED CY DATE PAUS r OE r:rPT ON JOC OR NO !NSPEC'NQu I WILL Ca MAD!; 3 ASW D 226 TYPEIl W14" SIDF LAP 6" END LAPWI CORROVVE RESISTANT RN CAPS AND 12 GA. 1114" ANNULAR RING SHANK NA/LS 6" 0. C. AT ALL LAPS AND 2 STAGGARFD ROWS 12" 0. C. IN FIELD OF THE ROLL 4 TAPCONS TO BE 4" FROM CORNERS @ PEAD AND JAMB & BOTT. 18.94" MAXO.0 rtin E L.'a ��•. n1 1•�, �,� Planning & Development: ServicesDepartment Building & Code Regulations Division 2300 V'ugiuis Avenue Fart Pkree, FL 34982 772462-tS53 Design Certification for Wind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure, This Certification shall not apply W interior renovations (provided that no exterior structural walls, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-15$3 Pro`ect Name JIM AND I EBBIE STROIK PeC Yiit NUmber Street Address 10725 S OCI AN DR. LOT 15 FKUM PM'E-RTY APPRAJsERs OCG L ,T e Construction 1 e Certification Statement; I certify that, to the bent of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adapted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and fords specified by current code provisions. 'Design FALsmeten and Assrr►Irrrtrons Use - (Please check or complete the appropriate box.), I Florida Building, Code 20 10 _Edition with 2Q Supplements and ASCE 7 -10 2. Building Design is- Enclosed: X Partially Enclosed. Open Building. 23'-6'f 2.75 : 12 7-± 0.18 3. Mean Roof Height -Roof Pitch: Internal Pressure Coefficient:?, 4. Width of End Zone. 37-0" Wind Speed: 170 mph (3 sew gust) 5. BuiidimClassification Table 14. ASCE 7�10 IBC Table 1604.5 N.A. RISK CATEGOR11 D 6. Wind Exposure Classi tion« Adjustment Fatter for xposurs & Ileight: 7. Components & Cladding Wind Pressure on Roof Zone 1 -41.5 -64.3 -117. SF S. Components & Cladding Wind Pressure on Wail Zone 4 -4 .1 2 -6 F 1 9. Components & Cladding wind Pressure on Overhead Garage D +42.9 -48.6 p F 10. Loads: Floor 55 PSF Roof/dead I F ltoof/five 0 PSG` 11. Shear Walls Considered for Structure? Y' X No (if No, attach explanation) 12. Continuous Load Path provided? "Yes X _ (if No, attach explanation) 13 Are Component and Cladding Details Provided? / X No_ (if No, attach explanation) 14. Minimum Soit Bearing Pressure: 2500 presumptive: X By Test: PSF As witnessed' by myseal, I hereby certify that the Information included with this certification is true and correct, to the f my kn ledfge anti belie# Name, Cert#: ign Firm. n� 111 I, `N (o (LIVjKLI N& Date: DRAWING INDEX ARCHITECTURAL 0 BUILDING DEPARTMENT FORMS O ,. A-2 SITE PLAN / SITE DATA / DESIGN CERTIFICATION A-3 FOUNDATION PLAN PF-47 I FLOOR PLANS EXTERIOR ELEVATIONS FA-5 FA-6ROOF FRAMING PLAN A-7 FIRST FLOOR AND SECOND FLOOR FRAMING PLANS A-8 TYPICAL WALL SECTIONS A-9 STAIR SECTIONS & DETAILS A-10 WINDOW AND DOOR SCHEDULES E-1 FIRST ANS SECOND FLOOR ELECTRICAL PLANS E-1 ELECTRICAL SCHEDULES M-1 FIRST -AND E R SECOND FLOO R MECHANICAL PLA NS M-2 MECHANICAL SCHEDULE AND NOTES FT-Tj I PLUMBING PLAN / RISER DIAGRAM GENE RAL NOTES 1. GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL VISIT THE BUILDING SITE AND VERIFY ALL CONDITIONS PRIOR TO SUBMISSION OF BID. 2. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL BE REPORTED TO A/E FOR CORRECTIONS BEFORE SUBMISSION OF BID. 3. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACT AND/OR MANUFACTURES FAVOR OR BY VIRTURE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO A/E ATTENTION IN A TIMELY MANNER. 4. WRITTEN DIMIENSIONS GOVERN. CONTRACTOR SHALL VERIFY ALL DIMIENSIONS. IN THE EVENT OF CONFLICT, THE A/E SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH ANY WORK. 5. CONTRACTOR AND SUBCONTRACTORS DOING WORK ON THIS PROJECT SHALL FURNISH DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND THE OWNER SHALL BE FURNISHED WITH A CERTIFICATE OF SAID INSURANCE. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY WORKER'S COMPENSATION INSURANCE ON ALL WORKMEN EMPLOYED ON THIS JOB. 6. ALL WORK PERFORMED SHALL CONFORM TO THE LATEST EDITION OF THE 2010 FLORIDA BUILDING CODE AND ALL APPLICABLE COUNTY ORDINANCES, AND SHALL BE COMPLETED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE REPECTIVE TRADES. 7. CONTRACTOR IS RESPONSIBLE FOR THE PROPER EXECUTION OF ALL WORKS, NOTWITHSTANDING THE APPROVAL OF SHOP DRAWINGS, DESIGN MIZED, LABORATORY INSPECTIONS AND REPORTS, ARCHITECTS AND/OR ENGINEER'S FIELD OBSERVATIONS, THE LIKE OF WHICH ARE INTENDED TO ASSIST BUT IN NO WAY RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY. 8. INCLUDED IN THE RESPONSIBILITES OF ITEM 7 ARE THE FOLLOWING: A. EXECUTION OF ALL WORKS IN A PROPER AND SAFE MANNER FOR ALL PERSONS, EQUIPMENT AND PROPERTIES. B. DESIGN, ENGINEERING, CONSTRUCTION AND HANDLING OF AL FORM WORK AND TEMPORARY STRUCTURES. C. SPECIFIED STRENGTH AND PROPER PLACING OF CONCRETE. ALL CONCRETE AND RELATED WORK INPROPERLY PLACED AND/OR TESTING UNDER STRENGTH SHALL BE REPLACED WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 9. ROOF TRUSS FABRICATOR TO PROVIDE DESIGN AND SHOP DRAWINGS FOR TRUSSES, SUBMIT SHOP DWGS FOR WRITTEN APPROVAL BEFORE FABRICATING 10. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95 MODIFIED PROCTOR METHOD. < Fe„ 11. SOIL BEARING IS DETERMINED TO BE 2500 PSF. IF BITE CONDITIONS VARY, CONTACT ENGINEER OF RECORD. 12. SOIL SHALL BE PRE-TREATED FOR SUBTERANEAN TERMITES 13. PROVIDE CONTINGENCY ALLOWANCE OF X AMOUNT OF DOLLARS VERIFY W/ OWNER TO BE USED FOR UNFORESEEN CONDITIONS. 14. ALL PERMIT FEES SHALL BE PART OF THE BASE BID OR PROVIDED IN BASE BID AS AN ALLOWANCE. 15. WEATHERING AND TERMITE AREA TO ADHERE TO FLA RES 2010 TABLE 301.2-1 A. WEATHERING IS "NEGLIGIBLE" FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 116 OR C 652. W m W ! �d, I� ! c0i N[-iG N � � r. 1� M F, a W � W z�M o0 a a � a W ra 0 /—RC -8 #9 Se JC -6 5v-Crimp Panel Decking Instailat0n Method Sunlast Metal, Inc. "5V Crimp" 26 Gauge) Roof Panel Attached to Wood Deck Profile Drawings 24" N11aximurn WE Coverage ec5V Crimp' Parcel Typical Panel Profile View td-canal 12" cy_c. P;1eznnal 12" c-c. Fa_;tenea Spauna Across Panel Af€dth #10 Hey.Head with VVS J Spaced 12" across the Panel Assembly Profile View Typical Fattening, Pattern Across Row stallatlow Irrstallaitiori method_ iRefer to driiwmgs on. Pages 6-7 of thIs report.) Ro?w,pacmg Referto Table `A" ¢Long the lerg`h of the pare l Fastener 5"7acli g No it 1,31 p "tEf''?: of 12'l EJ.C;. laI tang: he ro^arc, ac.aaas -ne pa rei p a`ile g a.,the top of corn gatirs peaks" Rib Inte6ack Lapsed Minimum fastener ppretraVon tr,ru bottom of support 0/16 For parel. construction at the errs of parels,, refer -t,} marufa€'tEurc—'s ?.nstructiors ard''. any site s: eC f:C CIF'S1j:n. TABLE"A" i'ti?€ETHO€a 11 METHOD 2: Design Pressure, - SO,S PSF - 106.75 PSF Rovt) 5rac'rng: 161, a, Faste",er sarcirg: 12" 12" Instal the `5V CriinD" roof panel assernWy in.. ro plia tre uw", the €^:stailatior method Iistpo in the report and appllcsble code sections of FBC 2010. The i stalWw,, meiriCow described herein rq [n accordance tat `r the scope 04; t s elaivaton report, Refer to rnanufa&urer'_ . stallatlon Instnactltars, as a >erppemental glide for atta&:r ert. ferene:ed Data. L TAS 125-03 UpU Test Hlu,ricaneTest Laboratory, L_t (FBC orgar:iza=ion#TST0 1527) Report #, 0412-1017-05, 13eprart sate: 02/22/€16 2. Quality Assurance By Keystone CF-it,ficatiors, Inc, (QUA 0� 18-24E urlast ivletal & Solar, l tc. JCF-risee #r :385 3. ID-igi leering A,,ia'.lysIs By CB#.tC K ErigineeNng 4. Equivalency of Test s arch d C&t ficafior By James L. Buckner, P,E. @ C UCK Engine4erMg (FBC Orga r izati on # AN E 1916) 5.re trz';ra.ior, cf <r r p�rdp-ice By Jame. L. Buckner, P.E. to CBUCK --rgine*ring #9 x 1-1/2" Screw Inside Closure # 30 Felt min. Closure Vent min. 1" min. overhang requires 5V-crimp Panel at 1 C Installation Method Sunlast Metal, Inc. "5'V Crimp" (24 Gauge) Roof Panel Attached to Wood Check Flwod Fasteners - #10 -&, Head - 9 52.7' rr" greater I'I'yr!la;Jud, or Ji!.a€llabon T i'aawrcm - OAnk Typical Assembly Isometric View TABLE "A" METHOD 1° METHOD 2. Desigri Pressure SO.S PSF 106.75 P:SF Row .Spacing. W11 VF Fastener spacing. 12" 12" Components/Material s (by Manufacturer): Roof Panel: Meterial; Thickness PanelWidth: Rib Height: Yield Stuength: Corrosion. Resistance, Fastener: Type.. Size Corrosion Resistance Standard rpe `5V Crimp" Steal 26gauge (mein.) 24' (Cnax.) Coverage. 111,: 40 ks.i min. in Compl,ance w th F9C Sertlori 1507,43: ASTM A792 coated, or ASTM A653 G90 galvanized Steel Hex -Head Wood Screw with WSW n }a Der FBC Section 1506.6 and:1507AA, Per AIwIS'/ASME B 8.6,4 Underlayment- per rootfir:g manufacturer's guidelines in compliance with FBC 3eeticrn 1507A,5 Insulation (Optional),, Type, Rigid Insulation Board Thlc ness� 3" (max.) Properties, Density. 2.2.5 pcf 0sjftl) min,. Or Compressive Strengtn: 20 psi rain, Insulation shall comply with FBC: Section 1508, When insti ation is incorporatedT falterer ler9th shall conform to penetrate thri Bottom of support a m1nimurn of 3/ 16 VERIFY W/ OWNER THE 4W OF BRICK PAVERS FOR THIS I� N06'10`29"E — 60.00, — — FIN PLYWO. FLOOR TO BE @ 8 '- 0" NAVD FLOOD ELEVATION IS AE 8.O' NAVD SEES A-3 FOR VAIRCECTIOIV LOT 15 BLOCK "A" 'N 1 i . 0 rAaa �r111111�1 �ED IN FLOOD ZONE: AE PROPERTY LOCAi BASE ELEVATION: 8.0 COMMUNITY PANEL NO.:120285-0914-J DATED: 0211612012 PROPERTYSTREET ADDRESS, 10725 SOUTH OCEAN DRIVE #15 JENSEN BEACH, FL., 34957 SITE PLAN SCALE 1/8"=1'-0" E. \ X 3.0 3.22 \ X \ BRICK PA t IKI p- 00\ \ t� '�!� \ d)s I GAF LI _. F� RKING S ACE 901 71 \ g � x 7.50' X F� 2 \ LEGAL DESCRIPTI LOT 15, BLOCKA, IIOLIDAY OUY, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PAGE 28, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SITE CALCULATIONS LOTSIF. = 1780S:F. A/C/ S: F. FIRST AND SECOND = 1366 S.F. GARAGE = 389 S. F. TOTAL CONCRETE ON TF/F GROUND = 917 S'. F. _ °;1 % T/IE LOT BRICK PAVERS ON GROUND = 42 C, F. PER70US j M M ' N ji�l N V1 t` x N � G., W E� W� 'w M � F W W �7 Imo- . A F a o OD v, M w a N aW, rn t- �o a, OQ U� O Q� Q x A q z O W U N w N M 2.c 5'/4" P.T. WOOD W/ #8 SS SQUARE SCREWS 4 PER BD. 5 AT WD 8DS EA. SIDE POST DETAIL 2x6AT. ymRD DETACHED 2 x 6 TREX EA. SIDE 2,5 6 CLOSI BOARD 2-�/2' TNRU 4x4P.T A SIMPSON I 2 112110 8, 10, 3'-0" AUGERED i EXTERIOR STAIR SECTION " A " SECTION 3/41r =11-01, VENT DETAIL Y4" =11-On NOTE (AS PER R322.2.2) THE TOTAL FOOT PRINT ON THE GROUND 1S 917 S F. 1' I S.F. IS 917W.IN. I VENT 16" x 8" = 200 SQ 1N 917 SO IN / 200 = 4.5 VENT BLOCKS WE ARE PROVIDING 5 THE VENT TO USE IS A SMART FLOOD VENT 1540-520 STAINLESS STL. 2 x 6 TRF_X COMPOSITE 81)S EA. SIDE EOD4x4 PU BOLTS" GALV. i P. T. WD POST ON POST BASE CB-44 OPEN I O x 3'-0" DEEP AUGERED FTG. SIMPSON LSU-26 SKEWED W/ %" GALV. TNRU BOLT W/ 6-IOd NAILS INTO FACE OF 2 x 6 & 5 -1-d NAILS /NT STRINGER 2 x 12 WOOD STRINGER @ EA END M n IO I/2" A-24 SIMPSON L W/ 5/8' GALV. LAG BOLT INTO FTG %" GALV. TNRU BOLT INTO STRINGER EXTERIOR STAIR SECTION'®B " SECTION 3/4" =1'-0" 12" x16" DEEP FTG W/ 2 #5 SOIL STATEMENT A9ASONRY REINFORCING INSPECTION OF THE SITE INDICATES UNDISTURBED SOIL WITN A BEARING ALL CONCRETE BLOCK TORE OVW6" WITN MIN. COMPREESSIVE VALUE WOICO WILL EXCEED 2500 PSF. SHOULD OTHER CONDITIONS OR STRENGTN OFF* =1900 P.S.I. RESULTING PRISM PROVIDE I-Na. S /N MASONRY AT A MAX SPACING OF 48" O.C. ( U.O.N. ) MATERIALS BE ENCOUNTERED, CONTRACTORWALL HIRE GEOTECNNICAL FILL CELLS WITN CEMENT PUMP MIX CONC ENGINEER TO CERTIFY TNAT TOE COMPACTED SOIL WILL SUPPORT 2500 WET CELLS BEFORE PLACING GROUT PROVIDE P.S F. SOIL BEARING CQPACITV. TERMITE NOTE COU SE TNRY-OOTALLIMASONRYWAL LADDER TYPE EVERY OTNER R318.1 TERMITE PROTECTION. TERMITE PROTECT/ON SNALL BE PROVIDED 8Y REGISTERED FOUNDATION NOTFS TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED I) SLAB TO BE 4" WICKW/ 6" x 6"11/1.4 W1.4 W.W.F. METHODS OF TERMITE PROTECTION LABELED FOR USE AS A SUPPORTED ON SLAB BOOSTER @ 6-0" 0. C. ON PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, 6 MILL VAPOR BARRIER ONCOMPACTED FILL TO A MIN REGISTERED TERMIT1CIDE. UPON COMPLETION OF THE APPLICATION OF OF 95X OF MAX DRY DENSITY FOR ALL LAYERS THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE FOR ALL LAYERS IN ACCORDANCE WITN ASTM D 1557 SNALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST SOIL UNDER SLABS ARE TO BE TREATED FOR TERMITES CONTROL COMPANY TNAT CONTAINS THE FOLLOWING STATEMENT: AS PER R318.1 WE BUILDING NAS RECEIVED A COMPLETE TREATMENT FOR THE 2) TOP OF SLAB = TO BEAT 4.08' NAVD. PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT lS 3) OVERLAP ALL FOOTING STEEL AT ALL CORNERS IN ACCORDANCE W17-9 RULES AND LAWS ESTABLISHED BY THE & INTERSECTIONS FOR 30" (MIN, BEND BARS FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES 4) CENTERLINE OF FOOTING AND WALLS, COLUMNS MUST LINE UP U.O. N. 5) ALL POURED IN PLACE CONCRETE AND MASONRY GROUT SNALL ATTAIN A MINIMUM STRENGTN OF 3, 000 Af. L IN 28 DAYS, ULESS NOTED OTHERWISE. ALL CONCRETE BEAMS AND COLUMNS SNALL ATTAIN A MINIMUM OF 3, 000 P.S.I. IN 28 DAYS 4'-91, 5-0112" 8'-2" 5'-81/2" 1 9" 8'-4 3116" F.C. F.C. F.C. F.C. F.C. F.C. F.C. F.C. F.C. F.C. / F.0 1 0 VENT BLK VENT 8LK F C. F.C. �---- —� NOTE (AS PERR322.2.2)---- 8 TOTAL FOOT PRINT ON THE GROUND lS 917 S. F. A A-8 !'` 1' / S F. IS 917 0. IN. I VENT 16" x 8" = 200 -WIN A-8 917 0IN / 200 = 4.5 VENT BLOCKS WE ARE PROVDDI A THE VENT TO USE IK A SMART FLOOD VENT 1540-520 AINLESS W. 14-71/2" \ ° (IMPSON POST CAP VENT�SLK o W/ 2 -s TNRU BOLTS FIN SLAB FLOOR TO BE 3.75 ' NAVOh l2 `n \ 12" 0 x 36" DEEP 36" x " x 12" DEEP MONO PAD FTG. \ AUGER CONC FTG W/ 4" CONC. SLAB W/ 6" X 6" W/ 3 5 EA WAY 4 x 4 AT. WOOD POST 4 #5 VERT. z - W L4X W 1.4 W. W. M. DBL \ C 30" AT PERIMETER ON WELL 2'-10" 8'-1 SEE DEr SIMPSON ABA - 44 POST BASE COMP. FILL NISSNT \ WI'12" WEDGE BOLT 6" EMBED �- -2 \ OVER 6 MILL VAPOR BARRIER DO I a. 3'-O" POST DETAIL SCALE 3/4"=l'-0" ' F.C. \ 2'-51/2° T 2 L- J J SEE DET 36" x 96" x 12" DEEP MONO PAD FT& �y SEE RSEC A" FC\ 1 TNISSN W/3#SEAWAY 24' WIDE 16" DEEP gONC MONO FT&, W/ 4' L Jv 5 C0BEAD IS" E.W. AT CORNERS 3.75 NhYD 36" x 36" WIDE x 12" DEEP CONC � ' F. FTG W/ 3 #5 LONG SEE FOUND THICKENED KLA 8 EDGE PLAN FOR NOTES 8" WIDE x 16" EEP W/ .C. F.C. VEN BLK VENT 8LK 2 #5 CONT 4' 2112" 4" F.C. C. F. F.C. F.C. F.C. F.C. TNICKENE SLAB EDGE 3 911 1 4' 8" WIDE x " DEEP W/ l4'-O" 12'-1' 2 #5 CON 12' S" 42' 8" FOUNDATION PLAN �/q„=11_0" WRITTEN DIMENSIONS GOVERN CONTRACTOR SNALL VERIFYALL DIMENSIONS . IN THE EVENT OF A CONFLICT THE A/E SNALL BE NOTIFIED BEFORE PROCEEDING W/ WORK FIN DRIVE Y TO BE -1.46 � Illy R \ ---------------------------------------- F.C. EDGE OF FOYER l6'-7" y <<f M O M N rq � � W E- to M FBI a06F W d.' W • o a � kn o0 en P6� a H o� N on �. Cq ~ kn Q O w 0O H Q� Q Ln 3 Ln 2A� ' STAIR DATA AT ENTRY FROM BOTr OF STEPS AT ENTRY TO FIN SLAB AT FRONT DOOR 7 RISERS @ 7' EA 6 TREADS @ 10 �' EA FROM FOYER TO FIRST FLOOR = 4'-P' 7 RISERS @ 7 " EA. 6 TREADS @ 10r/2' EA FROM FIRST FLOOR TO SECOND FLOOR 16 RISERS AT 7.3/16" EA 15 TREADS AT 101/2' EA RAKING DATA 34" NGT RAILING ON TREADS 36" NGT ON LANDING & BALCONY RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED NORIZ. OR VERT PICKETS ARE TO BE SPACED TO RESIST AN OBJECT W/AMAX0OF4" GENERAL NO ALL MATERALS BELOW FLOOD LE' @ T-0" SHALL ADHERE TO R- 22.1.8 TO BE FLOOD RESISTANT ALL CERAMIC TILE FLOOR FINlSNES TO COMPLY W/ FLA RES 2010 R 702.4 ON WALLS SEPERAUNG THE GARAGE FROM A/C SPACE PROVIDE A %II TYPE " X " GYP WALL BD I NR. FIRERATED 32' 10" 22" x 6" ATTIC Cl MASTE BEDRO I o ti j 14'-0" -iXVV 1. . ! c �os- J ri4 ■ ILE 6' 0" 12' S" 12' S" 42' 8" SECOND FLOOR PLAN Ya"_I,_O" �- C] NGr tn!- SNOWR SEAT 7 DFTa 21'-4112" 2'-10112" 1112112014 C z, PLEASE SNOW REQUIRED FLOOD /\) VENTS IN GARAGE, COMPLYING WIT" \ CN R322.2.2 /I NOTE (AS PER R302.6 ) PROVIDE 5/a' DU-ROK ON ALL AID FRAME EPERATING GARAGE FROM MAIN LlVI G REA FROM TOP OF FIRST FLOOR TRUSS DOWN & PE " FROM TOP OF FI&T FLOOR TRUSS UP 5'-0112" 0-2" TY X OFLOOD VENT O O FLOOD VENT FLOOD VEN BELOW --g€ ow- Bi7d • Ir g-1 :•�� �iKkili . . !� IIr I I■ ©�� = I r II• I: :I r O his, ; ; • II' I : rps \�' . r `- NO FROM GROUND rO FIRST WOR = 4'-4 7 RISERS @ 7 9' EA. A/C C 6 TREADS @ 10' EA ON ALU FRAME A GARAGE /tom ..... .gg l[knal _ J ��IIIIIIIIIIIIIIIIIIIIIIISII�i€'IIIIIIIIIIIIIIIII�IIIIIIIIIIII:IIIIIIIII:I���I:IIIIIIII''E!'ss�aEIIIIIIICilllllllllllllllllll�l Its / 4" DIA RIGID DUCT FOR DRYER TO RUN rNRU FLOOR TRUSSES AND MOUNT TO SIDE OF NB--- It 112" SMOOTH STUCCO FINISH CONCRETE COLUMN. SEE STRUCT DWGS. FOR DETAIL ALUMINUM GARAGE DOOR �DADE COMMAPPROVED 1 x 2 P. T. WOOD TRIM, PRIMED, CAULKED AND PAINTED 2 x 8 P. T. WOOD BUCKANCNORED TO COLUMN AND BEAM ABOVE W ITN 518 0 AND 6" LONG ANCHOR BOLTSATI6" O.C., AND 6" FROM EDGES GARAGE DOOR JAMB DETAIL PROVIDE DUROK BD AROUND ALL WALLS IN SFIOWER rOP TO 80TT. P"SAFETYGL ALUM GUTTER O lUTOM ! GARAGE DOOR OPENERS, IF PROM SNAIL BE LISTED IN ACCORDA !TN UL 325. o, 8' 0" x 18' 0" PARKING SPACE N.W.N T ON RAISED T FORM TO ELEV. I AVD FL D VENT R-118A :.•::.:LEI - 34" NGT. WALL 16' FIRST FLOOR PLAN '4 WRITTEN DIMENSIONS GOVERN. CONTRACTOR SHALL VERIFYALL DIMENSIONS . IN THE EVENT OF A CONFLICT THE A/E SHALL BE NOTIFIED BEFORE PROCEEDING W/ WORK NOTE (AS PER R322.2.2) THE TOTAL FOOT PRINT ON THE GROUND lS 917 S. F. 1" / S F. lS 917 SO. IN. 1 VENT 16" x 8" = 200 SQ IN 917 SQ IN / 200 = 4.5 VENT BLOCKS WE ARE PROVIDING 5 THE VENT TO USE IS A SMART FLOOD VENT 1540-520 STAINLESS STL. ELEC PARKING SPACE NOTE STAIRS IN THE GARAGE AND ALL WOOD IN CONTACT TO CONIC lS TO BE P. T. AS PER R322.1.8 1111112014 Cw.&P, PLEASE SNOW REQUIRED FLOOD VENTS IN GARAGE, COMPLYING WITH CN R322.2.2 SCALE 1 1/2" = l'-0" w � M O N A 04 00 00 O rT ' z N � a N � w M I+I n F' WQ P4 M k+ o d � N A�tiaa o N U� O Q� O 3� x O � U rA ti N ti CA- 314" 3/4" CO- ' DETAIL 3/4rr=1r_®av STUCCO BEAD TR1M CONC COL. STUCCO BEAD TRIM A �18'-0 3/4" NAVD" FI YWD f— C UNIT 1/4'x2"x "ALUM BOLTED TO WALL W/ 2-5/8" R HEAD EXP. BOLTS 6" EMBED INTO SOLID CONC FILLED C LL �— 2-BOLTS 2-BOLTS 1/4' ,c 2" x 2" ALUM FRAME EA END / 1/4' x 2" FIAT ALUM �114".12"14"ALUM BOLTED TO WALL Wj —� W RED HEAD W. BOLTS 6" EMBED INTO SOLID CONC FILLED CELL 0 8'-0" NAP V. F1 PLVWD STUCCO BASE AND CAP. SEE DET THIS SNT. L CONC LINTEL �OPEN 36" NGT. FIN FRAME AC TO 8E AT FLOOD LEVEL AE-14'4' SECTION. 34. " M +45. CONC COL W/ RAISED ?: L' -51.2 STUCCO BASE AND CAP. SEE OFT TNLS SNT MTL ROOF d=3' p" ALUM GUTTER 1 a=3'-O" +47.4 51.6 OF1%C COMP ON AL M FRAME 5 MTO To 4t1AL1"SE DETL TNLS SNT y. 4. ' •.::'.. � n,..:,. it .. . .. .� .r: .i :. REAR ELEVATION Y/4rr=lr_Orr FIN FRAME 2 14' 8" NAVD SEE SNT. A-3 FOR STAIR DET LS fI GENERAL NOTE TIIE COLOR OF THE PAINT ON ALL EXTERIOR FINISHES lS TO BE APPROVED BY THE HOLIDAY OUT PROPERTY MANAGER BEFORE PAINTING — ALUM GUTTER ALUM DOWN SPOUT J SPLASH BLK MAX NGT REO'MT OF .=3' 0" ALUM GUTTER +49.6 +49.6 ' -53.8 i' -66.4 :. +44.6 `. 14"WIDE RAISED STUCCO BAND +' .YYi �� :'E •" ".''i ]��".'.�. e'.!'. Sri'^i'.t . TOP OF BOND BEAM 6" W DE STUCCO BAND ( TYP. ) LIGHT TEXT. STUCCO (TY 0 ro SEC0�1/D FLOOR FIN p YWD N I cn 12" NGT. KEYSTONE LIGHT TEXTSTUCCO r.: '•;a.';`..':'„ ;: , :• o +47.2 AO FLOOD VENT -56.5 FRONT ELEVATION MTL ROOF +48.3 ^' .. -52.5 i Y4n=1r_Qn ALUM GUTTER ST O'BAND !'s i :. i,.af:'..e .n. N' T• ..' w..r .,;n... , 'y':an.: !. .�1. 4,:.I:,i.: ., %..:' ':,�,.5 �+:: Jf + 9.46' STUCCO CAP 36" NGT. ALUM RAILING STUCCO BASE M O M j� [h P�1 fT, N N 00 V1 N � a N � w H o M � a wd F� w �7 IC-v A P � � o~o � Men win A. ►�� �N 910 r (V� �O R G P 0O H U� O Q� Q W ^ x z A H � � o � U W U r-� E-� ti N W C3 m 7 F�Wkin WALL FRSAMING AT SLIDING GLASS DOOR V2"=1'-O" F = FULF0 WITNGROLIT / tl = WMALED FDUANTITYOF#5,?RMRAT 8 F1 h —1 B 1 T BOTTOMOFCINTELCAM 8F8-1 B NOMINAL WlDTN NOMINAL NE16NT• #5 FIELD ADDED v z GROUT �" M1 TOPMINI REOP eQ H f #5 REBAR AT BOTTOM z • • OFCIKIECCAV/TY • • BOTTOM REINFORCING PROWDED IN ME (VARIES) 7-5/8' ACTGAC 7-519' ACTI/AC 9 NOMINAL WD 8" NOMINAL WD MINIMUN LINTEL REINF: MINIMUN LINTEL REINF: 1# 5 BOTTOM 1# 5 BOTTOM 1 TOP TOP CHORD BOTTCNoRD 2 x 6 WOOD SRUDS @ R-19 INSUL 2-2 x 12 WOOD NDR. i' 8"AFF SECTION " A rr z CSC'"m GRAVITY UPLIFT LINTEL SPECIFICATION LENGTH ALLOWED APPLIED ALLOWED APPLIED 8F161B1T O 5'-10" 4360 330 2093 288 O 10'-6" 1533 248 914 216 33 3'-6" 6113 250 3547 100 ® 6'-6" 1533 250 914 100 O 10'-6" 1533 248 914 216 © 3'-6" 6113 275 3547 240 O 3'-6" 6113 605 3547 528 ® 6'-6" 1533 954 914 832 �9 3'-6" 6113 193 3547 168 �0 3'-6" 6113 248 3547 216 3'-6" 6113 193 3547 168 3'-6" 6113 138 3547 120 13 6'-6" 1533 605 914 528 14 6'-6" 1533 1210 914 910 15 5'-10" 4360 2000 2093 $ © 4'-6" 6113 1410 2724 $ 17 10'-6" 1533 1318 914 $ lg 5'-10" 4360 1058 2093 $ 5'40" 4360 1378 2093 0 �0 F-10" 4360 2559 2093 0 �2 13'4" 1075 1585 770 0- 4'-0" 6113 1085 3079 $ 23 5'-10" 4360 1725 2093 $ 1• CONTRACTOR TO SUBMIT SHOP DWG. GRAVITY & UPLIFT LOADS TO ENGINEER FOR APPROVAL BEFORE FABRICATION OF TRUSSES. 2. ALL FLASHING TO BE MTL. UNLESS OTHERWISE CHANGED BYOWNER 3. GUTTERS AND DOWNSPOUTS TO BE MTL. 4. TYP. ROOFING TO BE A METAL ROOF. 5. TYP. ROOF PITCH TO BE 3:12 THE STRUCTURAL SYSTEM FOR THE BUILDING NAS BEEN DES/GNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE 2010 RESIDENTIAL EDIT/ON THE FOLLOWING SUPERIMPOSED LOADING NAVE BEEN UTILIZED. ROOF LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF PONT USE 33%STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MPN AS PER AXE 7-10 RICK CATT.II EXPOSURE " C " WIND DIREC TIONALITY FACTOR Kd = .85 INTERNAL PRESSURE COEFFICIENT = 0.18 1288 # U. L. SIMPSON META 12 W/ TSS STRAP 5320 # SIMPSON FGTR (2) OVER BA NR77­COOM i I I— I I I II I I I I I I e I I I _2x16WOOD ifop I I I I I A-8 \\ I #1AIRDER I I I I I \\. I I I I I GIRDEP TRUS \\ •I/��� .� I II I I I I 728 # MAX META 12 W/ rS \�\ O STRAP 2- 2 x 12,WdOD NDR I I I I \ I I I I I I \�. i I I L p,QEFAB ENS WO D 7RUSSEs I @ { 4" 0. 4.12 �ITCN WP I I I I ON TOP CA R ANq 2 :12 f1MI O�V 8, 1288 # U. L. SIMPSON META 12 W/ TSS STRAP 3080 # SIMPSONMG ROOF PLAN 74'=P-0" CODES FLORIDA BUILDING CODE 2010 RESIDENTIAL, LOCAL CODES AND GOVERNING RMILATON. ACI 318-02 ACI 421.1-R92 A. I:.C. NINTH EDITION N.D.S. 2001 ASCE 7-02 ROOF SNEATNING NAILING SCHEDULE (518" CDX. WITH 8d RING SNANKGALV. (DO NOT USE MECNAN/CAL DEVICE) A. PROVIDE 24 BLOCKING AT ALL RIDGE, NIP LINES & VALLEYS W/ 3-8d NAILS FROM EA SIDE ROOF SHEATHING NAILING SCHEDULE (518" COX. WITN IOd RING SNANKGALV.) B. NAIL PLYWD. WITN 8d NAILS @ 6" O.C. TNROUGN OUT AND AT GABLE ENDS PROVIDE 24 BLOCKING FOR FIRST FOUR FEET AT THE PLYWD. EDGES W/ 10 d NAILS AT 4" O.C. C. PROVIDE 2X4 CONT. 80TT. CHORD BRACING @ 8'-0" O.C. MAX WITN 2-16d NA/LS AT PANEL POINT. BRACING SHALL BE RESTRAINED AT EACH END AND AT 20'-0" INTERVALS D. ALL NAILS MUST BE RING SNANKGALV. ALL WOOD CONNECTORS MUST BE NOT DIP GALVANIZED. E. IX6 CYPRESS T&G WITN 3-10d NAILS AT ALL CONTACT POINTS PLYWOOD NAILING SCHEDULE: BALANCE WITHIN 5-0" OF WOOF EDGE10 D NOT DIPPED GALV. NAILS @ 4" O.C. 10 D NOT DIPPED GALVS RING SHANK NAILS @ 6" 0.0 ALL SNEATNING SHALL BE GLUED TO TRUSSES W1 CONSTRUCT/ON ADHESIVE 2464 # SIMPSON MGT SIMPSON FGTR ( 2) 728 # MAX META 12 W/ rSS STRAP / FLAT 80TT CHORD 5 1232 # MAX META 12 W/ TSS If 1232 # MAX META 12 W/ TSS STRAP wCD CD M 00 00 M N [•.I W fT, N w N v1 W F-� W o M �I a W WQ . � zF�kn A��aa [� >, a 'I M w �F4 c � Q O w Op U� O A� Q �w W3 Z� AH O a z O U U 5 314" END OD TRUSS — 1 x WOOD BLKNG — 5" KSTYLE ALUMGLITTER TYP 2 x 8 WOOD FASCIA %11 STUCCO O.H. SECTION 2-2 x 12 WD NDR. SIMPSON HANGER @ EA END GIRDER TRUSS SLOPE 2" SCALE 3/4"=1'-0" SIMPMN META 12 EA TRUSS AST SIDE SEE 5i TYPE "X " ON FLOOR TRUSS " TYPE "X " EA SIDE OF PART. NOTE (AS PER R302.6 ) C PROVIDE %" DU-ROK ON ALL WO FRAME PARTITIONS SEPERATING GARAGE FROM MAIN LIVING AREA. FROM TOP OF FIRST FLOOR TRUSS DOWN & TYPE " X " FROM TOP OF FIRST FLOOR TRUSS UP 1 2 x 6 WD FRAMING @ 24" O.C. 3'-0" +8.0' NAVD M 8" OUROK +3.75' 0 0 ' b SECTION "A " 1n=1 r_Q ry 4 GENERAL NOTE ALL MATERALS BELOW FLOOD LEVEL @ 8'-0" SHALL ADHERE TO R-322.18 TO BE FLOOD RESISTANT i OPEN ICE YNENE FOAM INSULATION R-20 -14" DEEP WOOD TRUSSES GIRDER TRUSS 18" DEEP WD TRUSSES FOAM INSULAMON R-20 3/40�� a M 0 ICEYNENE FOAM INSULATION R22 896181T CONC LINTEL BEAM PREFAB WOOD TRUSSES @ 24" O.C. a' LIGNT TEXT STUCCO FIN ON FELT BACKED RIB IA IN ON F CDX PLYWD - 96" NGT. ALUM RAILING PICKETS @ 4" O.C. TO BE MID TO OUTSIDE OF BEAM TREX WOOD COMPOSITE LUMBER FLOOR ON FULL FULL MORTAR BED ON BUILT UP ROOFING ON1-90# SLATE NOT MOPPED TO 15# FELT NAILED TO 3/4' COX PLYWD 2-2 x 6 WD LEDGER W/V x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & 8 W/ 2 EA SIDE OF FIR. GIRDER #5 BENT 25" INTO SLAB @24" O.C. & NOOK INTO CONC LINTEL W/12" TO BE @ + 8'-0" NAVD FIN SLAB TO BE @ + 3'-9" NAVD GALVALUME 5 V CRIMP MTL. ROOFING ON PEEL AND STICK FELT TIN TAGGED TO 518" CDX. PLYWOOD M6. NOA # 05-1110-05 EXP DATE 5-4-11 SIMPSON META 12 W/ MrSTRAP EA TRUSS Imo P. T. WOOD FIRESTOP GALV. MTL ON AT. Ix3 WD NAILER 2x8 WOOD ,r"ASCIA VINYL SOFFIT #51N CONC FILLED CELL BEND 18" E.W. IN BOND BEAM AT CORNERS SEE PLAN FOR SPACING SYNTHETIC %,. LIGNT TEXT STUCCO 1 #5 36" BAR DIA" LAP BENT 12" IN BOND BEAM BELOW 14"RAISED STUCCO BAND FORMES OUT OF STUCCO BEADS ti 2 COURCES OF 8" x 8" BOND BEAM W/ 1 #5 CONT IN EA ONE TOTAL OF 2 8" CONCRETE MASONRY UNIT. W/ TYPE M MORTAR W/ #9 6A LADDER TYPE NORIZ. REINF. EVERY GENERAL NOTE ALL MATERALS BELOW FLOOD LEVEL @ 8'-O" SHALL ADHERE TO R-322.18 TO BE FLOOD RESISTANT 1 #5 36" BAR DIA" LAP BENT 12" IN FM 2 COURCES OF 8" x 8" BOND BEAM W/1#5 CONT IN EA ONE TOTAL OF 2 ti h n WOOD TRUSSES AT 24" C/C. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION 4 ON 12 J , SIG= KNENE FOAM INSULATION R-21 2ON12 � 5/8" DRYWALL TO TO R 702.3.1 8" x 8" PRECAST CONC BOND BEAM W/ 2 #6 = .125 SQ..INCNES (2#5 BEND BARS 30 LONG AT ALL CORNERS 112" DRYWALL ON 1., 2 P. T. WD, FURRINGS AT I6" C/C INSUL R= 4.0 DRYWALL TO CONFORM R702.3.I -o 8" CONCRETE MASONRY UNIT. °o W/ TYPE M MORTAR W/ #9 CA LADDER TYPE NORIZ. REINF. EVERY OTHER COURSE TYPICAL WOOD FIRE STOP 51/a"" NGT. WOOD BASE BOARD. BYEASTCOAST MOULDINGS IIM20 STRAP (12) IOd NAILIS INTO TRUSS 3/4' PLYWD GLUED AND NAILED 17.56440. FIN PLYWD 6 b1f8ED— c' - ,ncc Rrn rt- n oQn,C. STAGGERED T & 8 W/ 2 — 518" DRYWALL TO CONFORM TO R 702.3.1 — 18" DEEPPREFABRICATED WOOD TRUSS @ 2 " O.C. SUBMIT SHOP DWGS TO ARCNITECT BEFORE BRICATION 112" DRYWALL ON Ix 2 P. T. WD. FURRINGS ATM" C/C W/FOIL INSUL R= 4.0 DRYWALL TO CONFORM R702.3.1 SMOKE -DEVELOPED INDEX. WALL AND CEILING FINISHES SHALL NAVE A SMQKE_DEVELOPED INDEX OF NOT GREATER= THAN 450. FRAME SPREAD INDEX o WALL AND CEILING FINISHES SHALL NAVE A FLAM SPREAD INDEX OF NOT GREATER THAN 200. TYPICAL WOOD FIRE STOP 5'1a"" NGT. WOOD BASE BOARD. 8Y EAST COAST MOULD/Na 1IM20 STRAP (72) 10d NAILIS INTO TRUSS PLYWD GLUED AND NAILED ICEYNENE FOAM INSULATION R-20 8'-0NA Vp. FIN PLYWD FLOOI;rZONlVAE-8.O' NAVD W1 %"., 6" EMBED GALV. WEDGE BOLTS @ 24" O.C. iy STAGGERED T & 8 W/ 2 EA SIDE OF FIR. GIRDER 20" DEEP PRESSURE TREATRED PREFABRICA TEL WOOD TRUSS @ 24" O.C. SUBMIT SHOP OWLS TO ARCNITECT BEFORE FAb WCATION 4" CONC. M48 W/ 6" X 6" - W 1.4X W I4 ON WELL COMP. FILL OVER 6 MILL VAPOR BARRIER 081 NfSN 30" AT PERIMET4 a' 0" AiAvn J TYPICAL SECTION SCALE 3/41' =1'-0" WELL COMPACTED, CLEAN NON -ORGANIC FILL. 16" x 24" CONC FIG. W/ 3 #5 CONT. M M � N r 04 H W !�I !� N N r x H a o M F a W � H kn d' a W N W r a tn x A o""o ►� a a � O w^ � Q� Q � Fil ►,� z 0 U W U ra a W m Y* a Emmons A. 101/2" 1ELEC METER FROM MASTER TO KITCHEN 74rr=1 r_0rr FROM FIRST FLOOR TO SECOND FLOOR 16 RISERS AT 7.18" EA 15 TREADS AT IO FROM FOYER @ qARAGE TO GREATROOM STAIR 7grr_1r-Qn 7 RISERS AT 7" EA 6 TREADS AT 101/2" EA UP O r \ S.o' NauD WA� DRr -- ---- HALL \ A/C �,OMP ON &9t(NJ -- FROM KITCHEN TO MASTER \ Y4n=1r_On FROM FIRST FLOOR TO SECOND FLOOR 16 RISERS AT 7.18" EA 15 TREADS AT 10 SECTION " k GARAGE TO KITCHEN L qrr=11-orr 7 7/,l" 4-v* o, e � m � 11� DETAIL # 1 I y2rr=Ir-orr b 6 1/4" 114" 11/2" 3 DETAIL # 72 I-72rr =iron 6" 11 1411 3-%" TNRU BOLTS TNRU THE STRINGER �p rn O 00 4-%" TNRU BOLTS TNRU ch N THE NDR. ^ STL L EA SIDE OF THE STRINGER DETAIL # 3 1%2rr =Ir-on w t\ C05 Q" z N � a N � w H W� o M � F^ C4 W c' A W cq owo, o� N v� P4 oO H w� O Q� Q � Fil w rOTi � 0 U w U H Aox� w o NEW 8" x 27CONC BEAM TYP WOOD CASING 8D. MIN OF 4" i16T.W/ WOOD RETURN BACK INTO BUCK P. T. 216 WOOD BUCK W/ 1/4' SN/M SPACE LAMINATE WOOD FLOOR • 8", 8" PRECAST CONC LINTEL W/1 #5 6" RAISED STUCCO BAND ON MTL LA ON X P. T. WD NAILER ,LTYP. +6' 8" DOOR BY TNERMA TRU Q IMPACT RESISTANT �o JAMB AND NEAD TILE EXTERIOR DOOR DETAIL TYP. + 8' 0" 6" RAISED STUCCO BAND — ON BUILT OUT STUCCO BEAD VERIFY NGT ABOVE FIN S SCALE 1 1/2" =1'-0" 8n6-I81T TYP WOOD CASING BD. TYP. +6'-1 MIN OF 4" NGT. W/ WOOD RETURN BACK INTO BUCK ABOVE FIN AT.1 x WOOD BUCK ALUM. W/ 1/4' SN1M SPACE BY PGT WINGUAKD SbK/LS' ALUM FRENCH DOOR LA PORTE 780 IMPACT CL. NOA #11-1018.12 BY LAWSON L.M.I. NOA 12-0127.23 ANCNORACE NOTE GLASS TYPE A IN THE N.O.A HATED GLASS 1/4' ULTRACON SCREWS NEAD AND SILL 8" MAX FROM FRAME CORNERS JAMB AND HEAD DIP = ± 86.0 4 AT ASTRAGAL 2 AT CORNERS JAMB AND HEAD JAMBS 6" FROM CORNERS 10 TOTAL INTERIOR SIDE SCREEN DOOR EXTERIOR SIDE TREY WOOD COMPOSITE LL ON BUILT UP ROOFING ON NOT MOPPED T015# FEL; ?/4' COX PLYWD 14" DEEP FLOOR M 6" RAISED STUCCO BAD ON MTL LA ON I X P.7 8'-0" ABOVE FIN SLAB 8" x 6" CONC LINTEL _ W/1 # 5 6" RAISED STUCCO BAND ON BUILT OUT STUCCO BEAD 6'-8"ABOVE FIN SLAB CAULKING BEAD ALL AROUND. LAWSON ALUMINUM SINGLE HUNG WINDOW WIRI IMPACT RESISTANCE GLASS FLANGE TYPE NOA 12-0127.16 CAULKING BEAD ALL AROUND. SLOPE 1/2" — 6" RAISED STUCCO BAND ON MTL LA ON 1 X P. T. WD NAILER 5/8" STUCCO F1N1SN. 8" CONC. BLOCK. 8FI6-I81T 2 # 5 @ 807 OF LINTEL 112" DRYWALL ON 1' X 2" AT. WOOD a-: FURRINGS AT I6" C/C. 31/2" WD CASING BD # 176 BY FEDERAL MILLWORKS OR EQUAL %%% 1 X 3 AT. WOOD NAILER. I X 4 P. T. WD. BUCK '/4" TAPCONS SCREWS TNRU OUT HEADS - 6 MAX FROM TOP CORNERS 4 TOTAL AT 11EAS .JAMBS - 6" MAX FROM TOP CORNERS 9-%" O.C. 6" MAX FTOM 807T CORNERS 6" MAX � A BELOW MEETING RAIL SILLS - ANCHOR NOT 1 -1 X 4 P. T. WD. BUCK MARBLE SILL TO MATCNEXIST. 31/2" WD CASING BD # 176 BY FEDERAL MILLWORKS OR EQUAL I X 3 P. T. WOOD NAILER. 8" x 8" PRE CAST CONCRETE CAP. FOIL INSULATION 112" DRYWALL, ON 1' X2" AT WOOD FURRINGS AT 16" C/C. TYPICAL WINDOW DETAIL TREY WOOD COMPOSITE LUMBER FLOOR TREY WOOD TRIM 8D ON FULL FULL MORTAR BED ON BUILT UP ROOFING ON1-90# SLATE NOT MOPPED T015# FELT NAILED TO7 3/4' CDX PLYWD TREX WOOD DECKING —� SL 1/2" 4115" DIA, X 21/4' LONG TAPCON SCREW 4 TOTAL @ SILL (SEAL NEAD WATERTI69714" DEEP WOOD TRUSSES FRENCH DOOR DETAIL SCALE 1 1/% " = 1'-0" h SCALEII/2" = 1-0" rYP WOOD CASING BD. WIN OF 4" NGT.W/ %4" SS4 CRETE-FLEXSCREWS NEAD AND SILL 6" MAX FROM FRAME CORNERS JAMSS11' MAX FROM CORNERS18.5" O.C. VERT. P. T.1 x WOOD BUCK WNW' SHIM SPACE ANCHORAGE NOTE �— SS4'/4' CRETE-FLEX NEAD AND SILL 8" MAX FROM FRAME CORNERS 4 AT ASTRAGAL 2 AT CORNERS JAMBS 6" FROM CORNERS 10 TOTAL SILL AND WO LAMFLOOR ARF TO LINE UP WOOD LAMINATE FLOOR LOW SILL 114" DIA. X 1314" LONG SS4 CRETE FLEX (SEAL NEAD WATERTIGHT) GIRDER TRUSS SLIDING GLASS DOOR DETAIL SCALE 1 1/2" =1'-0" FRONT DOOR DETAIL CONC BEAM 4-1/4" TAPCON SCR 1-1/2' EMBED 2" x 4" x 1/4" STL C'L 4-1/4" TAPCON SCR[ 1-I/2' EMBED P. T. WD PL. CONC FTC. MULLION DET "WS It WS AIL " A " 1-%'=1'-0" 112" GYPSUM WALL BOARD R-4.5 INSULATION IN CA✓/TIES AT. WOOD FURRING STRIPS AT 24" O.C. ACRYLIC CAULKING INTERIOR WOOD DOOR CASING 2X4 P. T. WOOD BLOCKING, ATTACHED TO CONC. MASONRY W/ 1/4" je' X 3" LNG. TAPCON CONC. SCREWS WIMIN. OF EMBEDMENT OF]-3/4" INTO CONC. SPACED @ 3" FROM EA. END & BALANCE @ 12" O.C. @ JAMS'_ & 10" O.C. Qa NEAD WOOD DOOR FRAME, INSTALLATION SHALL BE IN 5.7 SQ. FT (MIN) ACCORDANCE WITH MANUFACT. SPECIFICATIONS SET FORTH IN TYE APPROVED PRODUCT CONTROL APPROVAL ENTRY DOOR, REFER TO p DOOR SCHEDULE) Z� 20" MINA HINGE 4X6X0.025" PLATE, (@ HINGES, WHEN REQUIRED) INSIDE LOOKINr OUT) SEALANT L AT. WO NAILER ?/4" STUCCO CORNER BEAD VO COAT STUCCO FINISH (ON CONCRETE MASONRY WALL CONCRETE MASONRY WALL, YP.)) REFER TO STRUCT. DWCS. FOR RFINF. AREA OF CLEAR OPENING 5.7 0. FT. (MIN.) EGRESS WINDOW NOTES: cn o AN OUTSIDE WINDOW OR DOOR OPERABLE 00 FROM THE INSIDE WITHOUT T11E USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. (50.8 CM) IN WIDTH, 24 IN. (61 CM) IN NEIGNT AND 5.70. FT. (0.53) N .� IN AREA. T9,F BOTTOM OF THE OPENING SNAIL BE NO MORE TNAN 44 IN (112 CM) ABOVE THE FLOOR.. W A I�1 AS PER N.F.P.A. IOI SECT. 22-2.2.3 (C) jam{ r�ll V^/ SAFEGUARDS OPERABLE WINDOWS SHALL BE PROTECTED ~ O A FOLLOWS ` W9FRE THERE IS DROP OF MORE THAN 4'-0" ON THE FAR SIDE OFSIICl/ WINDOWS AND rT ABOVE NEAR THE SILL /S LESS THAN 36" THE SIDE WALKING SURFACE, SAFEGUARDS SNALL �..� BE PROVIDED TO PREVENT THE FALL OF W ��// PERSONS WHEN SUCH WINDOWS ARE OPEN W AS PER SECT. 3508.3 (E) (1) �I Z (APPLICABLE IN 2 gd. FLOOR WINDOWS ONLY) TOP OF FIN. FLOOR REFER TO ARCH. PLANS N W H DOOR SCHEDULE SIZE TYPE &MAT. MFC;, REMARKS H THK 6'-8" 1-3/4 RAISED PNLS LT, MT T L . 6' 8" 1-314 S.C,R.P.,WD. 6" 3'-0" I-3/4" S.C. WOOD R.P. I-oil 6'-8" I-3/4" SC,R.P.,WD. POCKS " 6'-8" 1-3/4" N.C. R.P. WOOD " 6'-8" 1-318" MC R.P. WOOD BI FOLD 8'_O" ALUM UPROLLING RAISE PNLS6'-8" 1-318" N.0 R.P. WOOD Bl FOLI I3-0 6'-8" ALUMFRENCN J 2'-0" 6'_8" I-318" N.0 R.P. WOOD POCKS K 2'-4" 6'-8" 1-318" N.0 R.P. WOOD SWING L 2'-0" SEE MFG SEEMFG ALUM/GLASS 4'CATIE SAFETY GL M N GENERAL NOTES L S.C,R.P.,WD. REFERS TO SOLID CORE, RAISED PANEL, WOOD 2. A// EXTERIOR DOORS ARE TO BE FULLY WEATNERSTRIPPED S. ALL INTERIOR DOORS ARE TO NAVE A 3" CASING BD. MIN. DOORS ARE TO BE UNDERCUT TO FIT ALL WINDOWS S ALL BE 1NSTALLED WINDOW SCHEDULE AS DESCRIBED IN PRODUCT CONTROL APPROVALS MARK UNIT SIZEE RADIUS DESCRIPTION MANUF. LAWSON LAWSON REMARKS FLANGE TYPE TINTED GL FLANGE TYPE TINTED GL W 1 2-53 " 63" ALUM SINGLE HUNG 2 2-37' 63" ALUM SINGIE HUNG 3 37 26" ALUM SINGLE HUNG O8SC GL CA TT 2 SAFETY GL LAWSON FLANGE TYPE TINTED GL 4 531Ia" 38 a' ALUM SINGLE HUNG OBSC GL. LAWSON FLANGE TYPE TINTED GL 5 5ylk 5p ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 6 37' 63" ALUM SINGLE HUNG EGRESS LAWSON FLANGE TYPE TINTED GL 7 26114" 26" ALUM SINGLE HUNG OSSC GL CA TT 2 SAFETY 61 LAWSON FLANGE TYPE TINTED GL NOTE ALL WINDOW ARE TO BE IMPACT GENERAL WINDOW NOTES NOTE 1: NOTE 5, DADE COUNTY APPROVAL DIMENSIONS IN SCHEDULE ARE CONTRACTOR SNALL PROVIDE DADS COUNTY PRODUCT APPROVAL EXACT FROM LAWSON WINDOW GIASS DIMENSIONS ALUM WINDOWS FIANCE TYPE NUMBER BEFORE INSTALLATION NOTE 2: SIZE AND COORDINATE THE MASONRY OPENING ALL NEW WINDOWS GLAZING NOTE 6; NOTE 3; ALL FIXED GLASS SNALL COMPLYWITFI SECTION 2405.3 ALL WINDOW BUCKS ARE TO BE Ix4 W/TN 114" x3-1/2" TAPCON SCREWS SNALL BE GRAY TINTED SEE PRODUCT APPROVAL FOR LOCATION NOTE 4; ALL WINDOWS ARE TO BE FULL YWEATNERSTRIPPED NOTE 7. NOTE 5; SUBMIT SHOP DWGS TO ENGINEER FOR APPROVAL BEFORE PAS TIONI� INSTALLATION 0 �: P4 o M F Or W � aA z h z W M o N i� lin W Q Q w E-+ �C Uw Q� Q V) P4 �y .4 C) lil W 1.0 F-� C 4 V w I ELECTRICAL NOTES 1. CONTRACTOR SNALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS 2. COMPL Y WI TN THE N. E. C. AND TILE FLORIDA BUILDING CODE. S. PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM 4. OBTAIN ALL PERMITS FOR WORK UNDER 7_91S CONTRACT. 5. PROVIDE TEMPORARY POWER AND LIGIIT OUTLETS FOR USE BY OTHER TRADES. 6. PROVIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES. 7. COORDINATE ALL OUTLET LOCATIONS WITH BUILDING ARCHITECTURAL FEATURES. 8. CONTRACTOR SNALL VISIT THE MF TO FAMILIARIZE NIMSFLF WITH ALL EXISTING CONDITIONS 9. ALL CABLE SNALL BE COPPER EXCEPT WHEN NOTED OTHERWISE. 10. INDOOR CONDUITS SNALL BE EMT. 11. OUTDOOR CONDUIT SNALL BE SCNEOULE 40 PVC MINIMUM COVER SNALL BE 24' 12. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. SYMBOL LEGEND Q• DUPLEX FLOOR RECEPTACLE EXHAUST FAN �] FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. CEILING MOUNTED LIGHTING FIXTURE WALL MOUNTED LIGHTING FIXTURE FLOOD LIGHT O CEILING RECESSED LIGHT FIXTURE - DIRECTIONAL NT CEILING RECESSED LIGHT FIXTURE - VAPOR PROOF UCEILING RECESSED LIGHTING FIXTURE 0 ELECTRICAL PANEL FUSE OR DISCONNECT SWITCH TELEPHONE JACK TELEVISION JACK SD SaMD SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR CO 00 PADDLE FAN a PUSHBUTTON SWITCH © CHIME Oi JUNCTION BOX WALL SWITCH QUADRAPLEX RECEPTACLE OUTLET GFI GROUND -FAULT INTERRUPTER OUTLET GF .,4 wp WEATHERPROOF GROUND FAULT INTERRUPTER OUTL,E' HALF SWITCHED RECEPTACLE OUTLET ® SPECIAL RECEPTACLE OUTLET 240V DUPLEX RECEPTACLE OUTLET DEDICATED RECEPTACLE OUTLET W_ WIRELESS NETWORK ANTENA S SPEAKER i A/C THERMOSTAT BO FLOOD LT. SECOND FLOOR ELECTRICAL PLAN Y4„=1. SW UNDER FLR FIRST FLOOR ELECTRICAL PLAN FLOOD IT. ON TIMER . aM o �H w W � W A��wx a ti N as OO H W xw x A O 4/ r7 � U W Ey C/] W~Wri A��W o w110 00 110 M N 'ti 11 •. �- • I.' '.. I I P r. II III � • • � R/A 14" x b" 30W CFM r' �.T.� h* N VAULTED CLG. )140CFf LINE i 4 3W MCI r 1. y Fr— - all 11 611.,611 - - 9"0 170CFM 6 /I 3W' , VAULTED CLG�� \ 10 x 6 NE 1 710 W >aCFM W _ - -PIA 10" x 6" VAULT[ d CLG. 90 CFM PROGRAMABLE ' g��0 6 W LINE y . 3W THERMOSTAT 8/� _ \ 4 10" d 6" 10 �12 A/C COMP ON ALUM FRAME TO A LEVEL OF 14'-8" NAVD 90 CFM 3W k-. 10"x 8" 0 l\ IA8"x6 12' x 12" R/A/ DOWN 112" & 114" LIOWID AND SUCTION LINES TO ANU MECHANICAL SECOND FLOOR PLAN 1/4"=1'-0" 111 I 200 CFO ux6 8"0 J I _,I CFM �,- 10" x10" A/C%OMP ON AL6(M ,� F,PANIE`A80VE FT WASNER / ORYE I 1 _ I , 60 CFM 6° x 4" x WA 40 CFM 4W 6"x4" 50 60CFM 6' x 'f MECHANICAL FIRST FLOOR PLAN 1/4"=1,-0„ 2" PVC SCFL 40 DRAINS TO OUTSIDE TERMINATE 6" A80VE FINISN GRADE. PROVIDE 12" 0 X 36 DEEP DRYWELL (TYP). 10' x 12' SUPPLY DOWN 0 ELEC METER W wM o �F R� W� a W > > n W A � 00 h a+ R, 095 Q 0 W w 00 U� O Q� Q dZ O F� W U a 9z O F�11L ,I9 1 I 'mil' SUPPLY DUC-T W/ R-6 INSULA' POSITIVE R/A�, DU 1 1/2" MIN. CONDENSATE I DRAIN w/ 3" TRAP UNION AND C.O TO GREEN AREA. TERMINATE 6" ABOVE FINISH GRADF, -,, A.H.U. SUPPORT (SELF-STANDINC4_. NO COMBUSTIBLE MATERIALS WITHIN A.H.U. ROOM PROVIDE FLOAT REFRIGERANT LINES TO OUTSIDE CONDENSING UNIT IN 6" SCH 40 PVC SLE if // CEILING PARTITION PROVIDE 4" CLEARANCE ALL AROUND AHU (MIN.) FIN PLATFORM TO BE 8'-0" NAVD FLOOD LEVEL AIR HANDLER UNIT INSTALLATION DETAIL nts GALV. EXHAUST ROOF CAP BIRD SCREEN 6" MIN. ASPHALT SHINGLE 2" X 4" BLK'G. 4"- (25 GA.) SMOOTH MTL. DUCT FROM BATHROOM EXHAUST FAN OR DRYER CONDENSING CONC. SLAB SEE STRUCTURAL DWGS. FOR SIZE FASTEN C.U. TO STRUCTURE W/ (4) 2"x 2"x 3/16" STL. ANGLES W/ 3/8"- x 3" SLV. ANCH. TO SLAB 8 3/8"- x THRU BOLTS TO C-.U.� SEAL ENTRANCE OF REFR. LINES INTO PVC. PIPE W/ IMPERMEABLE, RESILIENT MATERI A—[ PROVIDE 2 1/4" DIA. STEINLESS STEEL CABLES AROUND MECHANICAL EQUIPTMENT, BOTH ENDS ANCHORED TO SLAB POWER & CONT. CONNECTIONS HGT TO BE 8'-0" NAVD FLOOD LEVEL 6" - SCH. 40 PVC. PIPE. 45 DEG. (MAX.) ELBOW ALLOWED SUCTION LINE W/ 3/4" ARMFLEX INSULATION & VAPOR BARRIER CONDENSING UNIT MOUNTING DETAIL nts AIR CONDITIONING SCHEDULE (RHEEM UNITS ) AC No AMU #3805982 TONS SEER CFM CONDENSER MODEL NUMBER AIR HANDLER MODEL NUMBER COOLING CAPACITY REFRIGERANT LINES WEIGHT DIMENSIONS TOTAL COOLING 36.8 TOTAL SENSIBLE 27.6 LATENT SUCTION LIQUID A.H.0 COND A.H.U. HxWxD COND. HxWxD 1 3 16.0 1000 14 AJM36 RHLLHAM 3821 9.2 7/8" 3/8" 150 LBS 181 LBS 501/2" x 21" x 21" 35 3/8" x 315/8" x 31 5/8" EXHAUST ROOF CAP DETAIL nts HVAC NOTES BATHROOM, KITCHEN HOOD AND CLOTHS DRYER EXHAUST FAN 1.0 GENERAL 1.6 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS 2.4 PROVIDE AIR CONDITIONING UNITS WITH MATCHING LOW AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM VOLTAGE HEAT -COOL THERMOSTATS WITH ON -OFF AUTO 1.1 PROVIDE (FURNISH AND INSTALL) ALL NECESSARY DATE OF ACCEPTANCE. SUB -BASE SWITCH, FURNISHED BY THE EQUIPMENT MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL MANUFACTURER. 4"- 22 GA. SMOOTH MTL. DUCT ( ) AIR CONDITIONING, HEATING AND VENTILATING SYSTEM AS 2.0 MATERIALS 2.5 ALL AIR CONDITIONING COMPRESSORS SHALL BE THRU ROOF (SEE DETAIL ABOVE) SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED 2.1 DUCTWORK WARRANTED FOR A MINIMUM OF FIVE YEARS AFTER DATE INSTALL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, ASHRAE, SMACNA, NFPA, AND LOCAL 2.1.1 GENERAL. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE OF ACCEPTANCE OF THE PROJECT. ORDINANCES. DIMENSIONS. 2.7 AIR DISTRIBUTION PRODUCTS: 1.2 SCOPE OF WORK: 2.1.2 MATERIAL. FIVE POUNDS DENSITY 1 1/2 " THICK GLASSFIBER 2.7.1 PROVIDE SUPPLY AND RETURN GRILLES AND DIFFUSERS DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE AS INDICATED ON THE DRAWINGS. PROVIDE THE FOLLOWING COMPLETE SYSTEMS: WITH SMACNA'S LOW PRESURE DUCT MANUAL. ALL 2.7.2 PROVIDE EXTRUDED ALL ALUMINIUM AIR DISTRIBUTION A. SUPPLY AND RETURN DUCT SYSTEM. DUCT JOINTS SHALL BE SEALED AND TAPED. PRODUCTS. 2.1.3 PROVIDE DOUBLE THICKNESS TURNING VANES AT ALL 2.7.3 PROVIDE FINISHES AND TYPES OF MOUNT IN COORDINATION B. EXHAUST SYSTEM FOR BATHROOMS AND KITCHEN. SQUARE ELBOWS. WHERE THE ELBOWS ARE RECTANGULAR WITH THE CEILING TYPES AS SHOWN ON ARCHITECTURAL C. AIR CONDITIONING UNITS WITH REFRIGERANT PIPING INSTALL SINGLE THICKNESS INSTEAD. DRAWINGS. AND CONTROLS. 2.1.4 PROVIDE VOLUME EXTRACTORS BEHIND EACH SUPPLY 2.7.4 PROVIDE OPPOSED BLADE, KEY OPERATED DAMPERS SCROLL TYPE STEEL OUTLET AND AT EACH DUCT BRANCH. BEHIND ALL AIR SUPPLY OUTLETS. 4" DIAM. OUTLET WITH HOUSING WITH WHITE 1.3 PAY FOR ALL FEES INSPECTIONS AND CONNECTION VINYL BACKDRAFT DAMP R BAKED ENAMEL FINISH CHARGES REQUIRED 2.2 REFRIGERANT PIPING. SEAMLESS COPPER TYPE "L" AND 3.0 INSTALLATION OR AS PER MANUF. SPE HARD OR SOFT DRAWN ON ACR COPPER TUBING WITH 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS WROUGHT COPPER SOLDER JOINT FITTINGS, SOLDER 3.1 INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE AND EQUIPMENT SIZES PRIOR TO DUCT FABRICATION OR SHALL BE 95/5 APPLIED WITH SUITABLE FLUX. MANUFACTURER'S MANUAL AND RECOIVMENDATIONS Q ELECTRICAL JUNCTION BOX INSTALLATION. COORDINATE REQUIREMENTS TO AVOID 2.3 INSULATE ALL REFRIGERANT SUCTION PIPING WITH 3/4" PAYING SPECIAL ATTENTION TO REQUIRED CLEARANCES O INTERFERENCE WITH OTHER TRADES. CLOSED CELL POLYETHYLENE PREMOLDED PIPE FOR INSTALLATION, OPERATION AND SERVICE. 1.5 SUBMIT SHOP DRAWINGS FOR ARCHITECT / ENGINEER INSULATION, WITH AN APPROVED PIPE AND SMOKE 3.2 BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR JACKET. PAINT ALL EXPOSED INSULATION WITH TWO CAPACITIES. INDICATED ON DRAWINGS. SUBMIT FINAL INSTALLATION OF EQUIPMENT AND MATERIALS. COATS OF WHITE LATEX PAINT. AND BALANCE REPORT TO ARCHITECT / ENGINEER FOR ACCEPTANCE. 8" DIAM. 9 BLADED PROPELLER FAN DIRECTLY MOUNTED TO 1000 RPM MOTOR POLYSTYRENE GRILLE WHITE COLOR, ALIGNED AND TIGHTENED BY SINGLE CENTER KNOB TYPICAL CEILING EXHAUST FAN DETAIL EXHAUST CEILING FAN, CFM AS NOTED ON PLANS,1.5 SONES NOISE CRITERIA nts G HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECI OR X FIRE DAMPERS X SMOKE DAMPERS X FIRE RATED ROOF/ FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X w � M o 00 M N r w fT . N N O C� W F� W F w a� ti M o' N � ~ 0 uw o Q� Q �w 3� O � U W U Un H owN 6:.».. u- GATE VALVE HEAT T �--� COLD WATER, 1" H.W. TO FIXTU S HOT WATER, /4 ' UNION UNION----' T T DRAIN VALW<' WATER NEATER rO BE MTD ON AN ALUM FRAME AT O-O" N.A. V. D. PRESSURE & TEMPERATURE RELIEF VALVE (ASME APPRVD.) 3/4" Cu RELIEF DISCHARGE WATER LINE, TO OUTSIDE GREEN AREA, TERMINATE 6" HEATER ABOVE FIN. GRADE EMERGENCY PLASTIC PAN WITH 3" PVC SCH. 40 DRAIN LINE TO OUTSIDE, TERMINATE 6" ABOVE FIN. GRADE nts PIPI DIAGRAM 2" VENT rNRU ROOF 1` 2" VENr row RooF 2" IL � LH V 211 211 2 F. U. 2„ I — — TUB _r 2 I 2 I 2" 2F.U. I 3' MASTER BAT 2 KIrWEN SINK W.C. 3" � F. u V. r Il KITCHEN 2" 3" 3„ 3" 4" PVC LINE 2 NOTE SEWER MAIN 3" PROVIDE A MASTER SHUT FOR WATER MAIN 2" 4" PVC LINE SEWER MAIN PLUMBING RISER DIAGRAM NTS LAV 2 F. U. 3" 1/2 W. C. 911 4FU WASNER 2 F. U. 3" 3" VENT WRY ROOF - 211 - 3" SIIWR, 2 F. U. 2ND BATH 2, 2" No 3" 4, GE TIC/ SINK 2 F.11 3" 1-112" 4" PVC LINE SEWER MAIN NOTE PROVIDE A MASTER SHUT FOR WATER MAIN PLUMBING SCHEDULE DESCRIPTION FIXTURE UNIT COUNT COLO WATER SUPPLY NOT WATER SUPPLY SANITAPY LINE SIZE TO VENT REMARKS LAVATORY 1 112" 112" 112" COUNTER TOP SHOWER 2 112" 112" 2" BIDET 2 112" 11211 211 MR 2 112" 112" 2" WHIRLPOOL TUB 2 112" 112" 112" WATER CLOSET 4 112" - 3" KITCHEN SINKS 2 112" 112" 112" COUNTER TOP REFRIGERATOR 112" SHUT OFF VALVE DISNWASNER 2 112" 314" SAFE WASTED TO KITCHEN SINK WASNER 4 112" 112" 2 LAL/NDRYS/NK 2 112" 112" 1112" COUNTER TOP NOSE 8188 112 A1C DRAIN 314" PVC SCHEDULE 40 PLUMBING NOTES - PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. - MATERIALS SHALL BE AS FOLLOWS: 1) COLD WATER PIPING SCHEDULE 40 C. P.V.C. ALL PIPING THRU OUT HOUSE SHALL BE SCHEDULE 40 C.P.V.C. 2) SANITARY WASTE AND VENT 4" DIA. AND SMALLER SHALL BE C.PVC 3) STORM LINES INSIDE BUILDING SHALL BE C PVC SCHEDULE 40. STORM LINES OUTSIDE BUILDING SHALL BE C PVC SCHEDULE 80. 4) IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING SHALL BE PVC SCHEDULE 40. 5) CONDENSATE DRAIN PIPE SHALL BE C PVC SCHEDULE 40 PIPE AND FITTINGS. 6) WATER HEATER RELIEF AND DRAIN LINE SHALL BE C.P.V.C. 7) PROVIDE A DIRECT HOT WATER LINE FROM H.W.H. TO KITCHEN SINK 21, VER F1 �I I 1 2" VENT TNRU ROO, 2" VENT OVER 2" F �1 WIVT RIW ROOF _- 2" VENT, OVER 1 /2 2" VENT FROM 8ELOWC4 A+ W I2 TUB 2 F. U. 31, V. r.R.3111 � 3" DOWN C. 2F9�) - 1 �ll PLUMBING SECOND FLOOR PLAN 3" DOWN 2" VENT i/4vl_ll_0vf ��111 • � '_ �-¢ 'I�• I�IT ,.III' 1'i�l�.. 2° VENT UP rNR Rol VENT SINK 3 0 �R 3�� �' - 2 T3.1 V VENT oVER I � 3 �� / U. 4FU i _ �r WA P / DRY R FROR ABOVE 3 FR M ABOW I WfISNER ' I 2 F L/. A NOT & COLD WATT PLUMBING FIRST FLOOD PLAN -F * C'*. 2' VENT OVER w rn rn C) o M N h a w I+I rT !+I N N N x N N � � a W F-� r, I� � M H a W � W � a ' Z tn 00 H 0': O a, �y N a