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HomeMy WebLinkAboutBuilding Plan 7-30-15Building Per mit to � Owners, Name DENNIS AND BRENDA BALSER Applicant: Product Opening Design Product bated Manufacturer Model Number Product Approval Class Metltud of Attachment Pressures Design Pressure Number Type +50.0 -54.2 +80 -80 LAWDAIINDUVRIFS SINCLE NUMC L. 1 12-0127.16 �116" LAM HATED � 1 Windrows +lam -1*@ +150 -150 LAW ON INDUSTRIES ALUM CLIPPED ULL 12-0127.07 Mullions Giass NA NA NA -Fixed Black Glass NA NA NA Skylight NA NA NA SlidingGlass Coors +45.3 -50.6 +76.7 -85 LA SON INDUSTRI SCD 9200 L.M./. 12-0127.06 2 +46 -52 +65.0 -65.0 61 TNERMA TRY FI8 ccASSic-CRAFT oAK & R_CLASSIC SMOOTN- usTic, FL7347.1 TAR CLAZED DOORS PACT 4 S>�sir�. Ti � Doors +47.6 -51.8 +76.7 -85 LAWSON INDU TRIES 12-0127.23 2 French CI4ors +42.6 -46.9 +46 -52 WAYNE DALTO CORP. 11-0411.05 Doors -Garage Hurricane Protection NA NA NA NA NA NA Roof Ventilation + WA J.A. TAYLOR RD FINC � 3 Roofing Material -117.6 PE IMETER-129.25 5 V CRIMP MTL ROOF FL 14520-RI & ORNER SYSTEM Mt 1 I-+vv 77- 1 I ha-ve reviewed the abo-v�e components or Madding and I have approved their use in this structure. These products provide adequate resistance to the 25 ind loads and forces specified by current code provisions. 1 '14" TAPCONS SCREWS TMPU OUT HEADS - 6" MAX FROM TOP CORNERS 4 TOTAL AT NFAS -JAMBS - 6" MAX FROM TOP CORNERS 9-5/8" O.C. 6" MAX FTOM BOTT CORNERS, 6" MAX BELOW MEETING PAIL !XLS - ANCHOR NOT RFQ'D 5/6" ULTPA CON SCREWS 2 HEAD AND SILL 5" MAX FROM FRAME CORNERS , 4 4 AT SILL AND NFAD , 6 AT JAMBS TOTAL OF 20 3 ASTff D 226 TYPE E W14" SIDE LAP 6" END LAPWI CORROSIVE RESISTANT TIN CAPS AND 12 CA. 1114" AlKtV.R RING SHANK NAILS 6" 0.C. AT ALL LAPS AND 2 STACCARED ROWS 1/, ` O. C. IN FIELD OF THE ROLL TAPCONS TO BE 4" FROM COPNFPd' c�, HEAD AND JAMB & BOTT. 18.94" MAX O. C NASA MULTI POINT LOCK, AN IMPACT PLATE , IMPACT CLASS Planning & Development Services Department _._ Building & Code Regulations Division 2300 Virginia Avenue Fort Pierce, FL 34992 -__ -- 777A62-1553 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 to interior renovations (provided that no exterior structural wails, columns or other components are being affected) and certain other minor building permits. For further assistance, please contact the Building inspection Office at (772)462-1553 Project Name DENNIS D BRENDA BALSER_ 9 Permit Number Street Address FROM PRO ERTY APPRAISERS Occu anc Type , FL. 34957 ConstruChon T e Certification Statement: I certify that, to the best of my knowledge and betieC these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions_ Design Paramewm and Assu ig6ons Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20 10 Edition with 20 Supplements and ASCE 7 -10 2. Building Design is: Enclosed: X Partially Enclosed: Open Building: 3. Mean Roof Height: 23'-6" Roof Pitch: 4 : 12 Internal Pressure Coefficient: + 0.18 4. Width of End Zone: Y-0" Wind Speed: 170 mph (3 sec �tst) 5. Building Classification Table 1-1. ASCE 7 - 10 FBC Table 1604.5 N.A. RISK CATEGORY 11 D 6. Wind Exposure Classification: Adjustment Factor for Exposure & Height: 7. Components & Cladding Wind Pressure on Roof Zone 1 -45.8 2 -69.6 3-117.6psF 8. Components &Cladding Wind Pressure on Wall Zone 4-54.2 5 -63.3 PSF� 9. Components & Cladding wind Pressure on Overhead Garage Door +42.6 46.9 pSF 10. Loads: Floor 55 PSF Roof/dead 15 PST' Roofflive 30 PSF 11. Shear Walls Considered for Structure? Yes - _X__-- No_ (if No, attach explanation) 12. Continuous Load Path provided? Yes X No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yes X No (if No, attach: explanation) 14. Minimum Sail bearing Pressure: 2500 Presumptive: _ X By Test: PSF As witnessed by my seal, I hereby certify that the informationincluded with this certification is true and correct, to the best of my knowledge and belief. Name: Design Firm: .Cert #: Date: DRAWING INDEX ARCHITECTURAL A-1 BUILDING DEPARTMENT FORMS A-2 SITE PLAN / SITE DATA / DESIGN CERTIFICATION A-3 FOUNDATION PLAN A-4 FLOOR PLANS A- EXTERIOR ELEVATIONS A-6 ROOF 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 A-11 SECTIONS A, B , C. E-1 FIRST AN SECOND FLOOR ELECTRICAL PLANS E ELECTRICAL C 1 .AL SCHEDULE S S M-1 i FIRST AND SECOND FLOOR MECHANICAL PLANS M-2 MECHANICAL SCHEDULE AND NOTES P-1 PLUMBING PLAN / RISER DIAGRAM W `° M O � 00 M N W A� � � A a � w N W � � W w E� M a W� W 00 M � a N � A A� oo ti a a tyNERAL NOTES 1. GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL VISIT THE BUILDING SITE AND VERIFY ALL CONDITIONS PRIOR TO SUBMISSION OF BID. W 2. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL BE REPORTED Z O TO A/E FOR CORRECTIONS BEFORE SUBMISSION OF BID. W 3. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACT AND/OR Q Q MANUFACTURES FAVOR OR BY VIRTURE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN w o 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 W 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. Q 0g 'ST LLCM' couvTy 13tiMp 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 U , DIVISI0+, REVII't4'L11 FOR Cot W ,Ri:V[;t1 �`D hl, �1�CE CRAFTSMANSHIP BY JOURNEYMEN OF THE REPECTIVE TRADES. � r-+ U DATE 7. CONTRACTOR IS RESPONSIBLE FOR THE PROPER EXECUTION OF ALL WORKS, NOT WITHSTANDING THE APPROVAL _ PLANTS AND Pk ST BE KEPT O�N OR NO i'iSPI CTION WILL 8E OF SHOP DRAWINGS DESIGN MIZED, LABORATORY INSPECTIONS AND REPORTS ARCHITECTS AND/OR ENGINEER'S Ni-ADE 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. 11. SOIL BEARING IS DETERMINED TO BE 2500 PSF. IF SITE CONDITIONS VARY, CONTACT ENGINEER OF RECORD. 12. SOIL SHALL BE PRE-TREATED FOR SUBTERANEAN TERMITES 13. ALL PERMIT FEES SHALL BE PART OF THE BASE BID OR PROVIDED IN BASE BID AS AN ALLOWANCE. 14. WEATHERING AND TERMITE PROBABILITY 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 216 OR C 652. -,/- - -1� e /—RC -8 49 Sell JC -6 5v-Crimp Panel Decking Installation Method Sunhat Metal,, Inc. "5V Crimp" (26 Gauge) of Panel Attached to Wood Deck Profile Drawims 2 )a 24�1,ka 'n-,,jrn-Ne4.0,avf_-r,,v_pe_ - — — — - — — — ----_-_-_------__-_-- T 4efenced Data-, "'5V Crimp' Panal Typical Panel : Profile View Fzts �ner Spacing Across Pant-41ftidth #10 Hex -Head Screw with 1e'1iSV,1 spaceid 12" across the Panel Assembly Profile View Typical Fastening Pattern: Across Row Installationethod, 0,'R;, f e r fir; draws n g s ear.: Pages 6 --7 of t 1pis: r P_ P 0 r a Row spacng, Refer to UlVe "A" (along. the length of thepanel) a Fastener sp,3,d;ng-., Nominal patfte-rn: Of 12 O.C. (along the ron, across tile' panel qfoflle & at the top ofcolrrugatien iaeaks) M Rib late lack; Lappet a Minimum fasteener penetrat"on. thnj bottorn af support, a For par,.el construction at the end of panels, refer 'to manufacturer's i-structions and any site sped'fic, dessign, TABLE "A" METHOD 1: 50.S P_SF METHOD 2: :Design Pressure- 106.75 P5F Rovif Spsr-J'ng: s a" Fastener Spacm'g'. 12" jnsta"�� the "5v C'nMP, roof panel assern;b4ly. in compliance vfth the instaflation rrlstin,od: 14sted, in this repoFt and ap?plica.ate' code sections of FBC 20:10. The hnstal,,',stion metho:�: dess-c-libed hereln is in accordarce t�vith the scope of th.15, eva,,'uation report. Refer to ma.nuf;_;,.cturer's instaitabon instructiorls as a supplementiMl gudefo,' attachment. 1, TAS 125-03 Uphft Test, Hurricane Test Laboratory, LLC (F&C Organizatio.r.: #TISTsD,: 1527) Report 4. 0412-1017-:05, Repoft Date,. 02/22/06 1 Qtj,31fty Assura rice By -<eystone Ce��iflcations, jrc(QUA.0.1824) Sun[asft Vletai R-,.- Sola;Fp Inc. Licensee- # 385 En =g ineed ng An a €ys, is By C B L11 C K En gin er, eri g 4. Equivadericy, of Teft standard Certificatjor.; ByJarrles L. Buckner, P.E. @ C3U.CK Eng.,.neering (FBC 0rgganiization # ANE 1916.) 5. Certif"p-raitionc-4 Inidependence ByJaToes L. Buckner,:P.E. @ CSUICK En:gineering (FRG Olman,,izatjon #AN E 19161 itsicte ujosure mturi Vent 0 Felt min. #9 x 1-1/211 Screw I aside Closure # 30 Felt min. I" min. over -hang requires 5V-crimp Panel at ( ID Installation Method Sunlast Metal, Inc. 5V Crim. " (24 Gauge) Roof Panel Attached to Wood Deck P Pargel Fastge rP_ rs - #10 Hoax Head 15132" (x greater Ftforwd,:or 1 W.1 Mon May"11111JOI ­wYA:, gilt: Typical Assembly Isometric View TABLE: "A"' METMOD 1, METHOD 2: Design Pressure, S0.5 PSF 106,7S PS Ro%v Spacing. 16" Fastener Sipacvqg: 12" 12"' 0 Cotivon;ents1i'Materials Roof Panel: (byManifact ure,r), Material: Thicikness: Rfb Height: Yield Strength: Corrosioint Resistanice: Fastener: Type4 Sp ] Ze Corroy.on: Resistan. ce. St-andard,. I :rImp '5V C Steel 26ga,,qge min.) 24 (max.j Collvefage 1/2 H 41071 ksimin, In comp1jance wft�h F9C Sectio-in 1507.43., 0 453TM A79-2 coated, m 4: AST.-M A653 G.90gallvanized steel Hex -Head Wood Screw -,wftl�, WS"OV # 1, 0. x I-- 2" "' Per FBC Serft-ior,:1506.6 and 1507.4A Per ANSVW31NAE 1318-.6.4 Underlayrnent: Derr ooning manuf ctur-ersquid e'li-nes in compaliancle. with FK Section 1507.4.5 in,sufation (P.ptional): Type, id I.nS.ulation. Board Thfdkness. 3,10 (max.) grope:' , i " e,_s, De mnsill"If,cf I b -fit') in.. Or Compressive Strengfln:: 20 psimin. -Insulation sha-1111 comply- -jvIth FBC Section: 15,008. Whe::R, 111'S.,U.a-trJ0r�. iis MC0f'--"0 p rated., fassten: length shall conform to penetrate tu:: bottomof s .;M :e:r Ulp-ort a mfini: um of 3/160. , 60.00' Fat METER FIN P1 KWO. FLOG k TO BE @ 7'- 0" A(A VO Ary 1V,4 09 0' '9 E`FvA 7 1"F7 F100 SITE CALCULATIONS LO TS. F 1780 S'. F AICIS'.F. FIRST AND SECOND == 1486SF GARAGE & F0,vFR == 252 S. F TOTAL CONCRETE ON T9F GROUND = 917S. F = 51 X UIF LOT BRICK PAVERS ON GROUND — 689 S f PERVIOUS LOT 4 BLOCK "A VERIFY RY OWNER WE A11fff0\UNT Ai>C,4 OF BRIG ,"PA VERC'FOR THIS AREA - — — — — — — — — — — — — — -w%-w SITE riLAIN &11 c "I A R E r 1 y OF T H F 11allm A/C C0*FPONSTAND SEE FX7'P FLFVAflCN AU"t !P!-'40W0S'ED WORK ARES F; pji S.ONS REQUIFII['n IAT; n COMP011, SCALE 1/8"=V-0" rAffAL DrNCR11PTI4',)Nq LOT4, BLOCKA, I-10LIDAVOUK, ACCORDING TO T9F PLAT THEREOF AS RECORDED IN PLAT BOO < M, P46F28, OFT1_1FPUBLIC RFCOR0SOFS1T LUCIF COUNTY FLORIDA, rn olrrr� O � w o 0. >O C z • • • DOOR SCHEDULE SIZE TYPE &MAT. MFG. REMARKS MARK W H TFIK. DEAD BOLT, MTL T RS LD. 6'-8" 1-3/4" RA/SED PNLS _ B 2_86'_8" 1-314" S.C,R.P.,WD. POCKET C 2-2'-6" 3'-0" 1-314" S.C. WOOD R.P. D 2'-6" 6'-8" 1-314" S C, R. P., WD. POCKET F 2'-6" 6'-8" 1-314" N.C. R.P. WOOD F 2'-011 6'-8" ,I 1-318 N.0 R. P. WOOD BI FOLD G " 6 - SLIDING GL DOOR LMI N F41-011 �8 �� 6 -8 1-318" N. C R. P. WOOD B/ FOL I - 6'-8" ALUM FRENCH J 2'-0" 61_8" 1-318" N.0 R. P. WOOD POCKS K 2'-4" 6'-8" 1-318" MC R, P. WOOD SWING L 2'-0" SEE MFG SEE MFG ALUM / GLASS 4' CATTE SAFETY GL M 2-2'-6" 6'-8" 1-3/8" S.C,R.P.,WD. POCKS N 2.2'-6" 6'-8" 1-318" WD. POCKET 0 2'-6" 11 1-318" WD. POCKET P 3'-0" 6'-8" ALUM SCREEN DOOR Q 12'-0" 8'-0" ROLL UP STL .1 VERIFYNGT. W/ DUMBWAITER DOOR REQUIREMENTS GENERAL NOTES 1. S. C, R. P., WD. REFERS TO SOLID CORE, RAISED PANEL, WOOD 2. A// EXTERIOR DOORS ARE TO BE FULLY WEATftERSTRIPPEO 3. ALL INTERIOR DOORS ARE TO NAVE A 3" CASING BD. MIN . DOORS ARE TO BE UNDERCUT TO FIT ALL WIIVtl(JVV4 Or - WINDOW SCHEDULE AS DESCRIBED IN PRODUCT CONTROL APPROVALS MARK W UNIT SIZE RADIUS DESCRIPTION MANUF. REMARKS 1 53 " 505�a" ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 2 3_37 50 5/8' ALUM SINGLE HUNG LAWSON FLANGE TYPE TENTED GL 3 37 38 3ls" ALUM SINGLE HUNG OBSC GL CA TT 2 SAFETY GL LAWSON FLANGE TYPE TINTED GL 4 26 I12' 63" ALUM SINGLE HUNG OBSC GL. LAWSON FLANGE TYPE TINTED GL 5 531/8' 63 ALUM SINGLE HUNG EGRESS LAWSON FLANGE TYPE TINTED GL 6 97" 63„ LAWSON FLANGE TYPE TINTED GL 7 26114" 26" ALUM SINGLE HUNG OBSC GL LATT 2 SAFFTYGL LAWSON FLANGE TYPE TINTED GL NOTE ALL WINDOW ARE TO BE IMPACT GENERAL WINDOW NOTES -- NOTE 1. DADE COUNTY APPROVAL CONTRACTOR SHALL PROVIDE DADE COUNTY PRODUCT APPROVAL NUMBER BEFORE INSTALLATION NOTE 2: ALL NEW WINDOWS GLAZING NOTE 3: ALL FIXED GLASS SHALL COMPL Y WITH SECTION 2405.3 SHALL BE GRAY TINTED NOTE 4, ALL WINDOWS ARE TO BE FULLY WEATNERSTRIPPED NOTF 5, NOTE 5, DIMENSIONS IN SCHEDULE ARE EXACT FROM LAWSON WINDOW GLASS DIMENSIONS ALUM WINDOWS FLANGE TYPE SIZE AND COORDINATE TFIE MASONRY OPENING NOTE 6; ALL WINDOW BUCKS ARE TO BE 1x4 WITH 1/4" x3-1/2" TAPCON SCREWS SEE PRODUCT APPROVAL FOR LOCATION NOTE 7,• SUBMIT SHOP DWGS TO ENGINEER FOR APPROVAL BEFORE FABRICATION OR INSTALLATION 1/2" SMOOTH STUCCO FINISH CONCRETE COLUMN. SEE STRUCT. DWGS. FOR DETAIL ALUMINUM GARAGE DOOR DADE COUNTY APPROVED 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 BOLTS AT 16" 0. C., AND 6" FROM EDGES SCALE 1 1/2" = 1'-0" �o N STAIR DATA AT ENTRY FROM FOYER TO FIRST FLOOR 5RISERS @ 7 '�2' FA 5 TREADS @ 10" FA FROM FIRST FLOOR TO SECOND FLOOR 16 RISERS AT 7.3116" EA 15 TREADS AT 10" FA RAILING DATA 94" NGT RAILING ON TREADS 36" NGT ON LANDING & BALCONY RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED NORIZ. OR VFRT. PICKETS ARE TO BF SPACED TO RESIST AN OBJECT WI A MAX 0 OF 4" GENERAL NOTE ALL MATERALS BELOW FLOOD LEVEL @ 7'-0" SHALL ADHERE TO R-322.1.8 TO BE FLOOD RESISTANT ALL CERAMIC TILE FLOOR FINISFIES TO COMPLY W/ FLA RFS 2010 R 702.4 ON WALLS SFPFRATING THE GARAGE FROM A/C SPACE PRO 10F A 5/s" TYPE " X " GYP WALL BD 1 FIR. FIRFRATED SECOND FLOOR PLAN %a"=1'-Ott WRITTEN DIMENSIONS GOVERN. CONTRACTOR SHALL VERIFYALL DIMENSIONS.. IN C� THE EVENT OF CONFLICT THE A/E SHALL BE NOTIFIED BEFORE PROCEEDING W/ WORK J FIRST FLOOR P %a"=1'- WRITTEN DIMFNSIONS GOVERN CONTRACTOR SHALL VERIFY THE EVENT OF A CONFLICT THE A/F SHALL BE NOTIFIED BEEF GROIINO IS 917 S.F. 16"1 8" = 200 SO IN 'L CKS WE ARE PROVIDING 5 2000 VENT 1540-520 STAINLESS STL. KEYNOTES NOTE (AS PER R302.6 ) PROVIDE 5/8 DU-ROK ON ALL WD FRAME PARTITIONS SFPERATING GARAGE FROM MAIN LIVING AREA. FROM TOP OF FIRST FLOOR TRUSS DOWN & TYPE " X " FROM TOP OF FIRST FLOOR TRUSS UP U R-11 /NSULATION FOR 4" PARTITION R-11 INSULATION FOR 6" PARTITION 42" NGT. COUNTERTOP PNLS. n ELECTRICAL C ELEC/F/CAL PNL. MT91@? 80TT OF PANEL 7--0" NGVD A//C COMP ON ALUM FRAME ABOVE / SEE ELEVATION FOR NGT. 4" DIA RIGID DUCT FOR DRYER TO RUN TORY FLOOR TRUSSES AND MOUNT TO SIDE OF HOUSE 34" NGT RAILING ON TREADS MTL TPRESNOLD MIRROR fI.W.N TO BE ON RAISED PLAT FORM TO ELEV. 7-Oil NA VD FLOOD VENT 51111111111111111111111!l1FILLED111' FILLED O NC SHELVES RANGE / OVEN W/ MICROWAVE ABOVE & EXHAUST FAN REFRIGERATOR DBL SINK W/ DISP LINE OF A/C CNASF ABOVE 4" NGT. TILED CURB TABLE GOLF CART OMIT © 16" WIDE COUNTERTOP OPEN UNDER (t4 ROD & SNFLF 2� LINE OF A/C CHASE BELOW 2� OMIT INTERIOR R1,96E ® 22" X 36" ATTIC SCUTTLE 361,96T. RAILING ® PEDESTAL SINK �I a a Q O w O 3�4"1=19_011 MAX 96 T RFQ'MT OF TOP OF BOND BEAM 6" WIDE STUCCO I BAND ( W. 110T TEXT. STUCCO ( TYP o Q� SECOND FLOOR FIN PL YWO IZ4 "" ticr. ll� + 7.0 NAVD I I - W. ALUM GUTTER a=3 _0 " , +-k46'1V,4VD +42.6 4 +47.2 -46.9 -56.5 FRONT ELEVATION Y4 ff=11_011 FRONT ELEVATION Y411=11-011 COL W1 k4kSi-:V BASF AND CAP. DET Tghl>,WT. ALUM CUTTER - , a=31-011 &=3'-O" Alt(m GUTTER FLOOD VENT AM ROOF -60 HANO Iw. IWFL Rool RIGHT SIDE ]ELEVATION Y4 11=1 V-011 DIRECT DOWNSPOUT — TO DRAIN TO WE SIDE LEFT SIDE ELEVATION Y411=11-011 O — z FLOOD VENT 'H ESE P Lel ARE 8 u ow,� V a=31-011 +42.6 +47.2 -46.9 ESP ALUM' SCREEN ENCLOSURE W1 A NO SEE ffitf SCREEN 1211 96T. KEVM1VF P4 94 O Z z 00 00 M en w �� as *N 0 Ua :Z) O W� � Ln W� O C z C L) L) f -11 EXTERIOR DOOR DETAIL SCALE 1 1/2" =1'-0" lNC STUCCO BAND P. T. WD NAILER IERMA TRU ZSTANT DEAD 4RICK PAVERS ryht 8'-0" ABOVE FIN SLAB OIL 8" x 8" CONC LINTEL W/1#5 6" RAISED STUCCO BAND ON BUILT OUT STUCCO BEAD 6'-8"ABOVE OIL CAULKING BEAD ALL AROUND. LAWSON ALUMINUM SI4 WINDOW WITH IMPACT R, GLASS FLANGE TYPE NOA 12-0127.16 CAULKING A ALL AROUND SLOPE 112" 6" RAISED STUC ON MTL LA ON 518" STucco 8" CONC. 811 �FI6-IBIT # 5 9 BOTT OF LINTEL 1/2" DRYWALL ON r' X 2" P. T. WOOD FURRINGS AT 16" C/C. 31/2' WD CASING BD # 176 BY FEDERAL MILLWORKS 9R EQUAL 1 X 3 P. T WOOD NAILER. I X 4 A T. WD. BUCK 14" TAPCONS SCREWS TNRU OUT HEADS - 6" MAX FROM TOP CORNERS 4 TOTAL AT IIEAS .JAMBS - 6" MAX 7ROM TOP CORNERS 9-%" 0. C. 6" MAX FTOM 80TT CORNERS, 6" MAX 3ELOW MEETING RAIL S11LS' - ANCHOR NOT I 1 X 4 A T WD. BUCK GARBLE SILL TO 1ATCNEXIST. WD CASING BD # 176 BY FEDERAL MILLWORKS 9R EQUAL I X 3 P. T. WOOD NAILER. 8" x 8" PRE CAST CONCRETE CAP. FOIL INSULATION 112" DRYWALL, ON f X 2" P. T. WOOD FURRINGS AT 16" C/C. TYPICAL WINDOW DETAIL SCALE 11/2" = 1'-0" TYP. + 8'-0" 6" RAISED STUCCO BAND ON BUILT OUT STUCCO BEAD VERIFY NGT MFG. ABOVE FIN SLAB ALUM FRENCH DOOR LA PORTE BY LAWSON L.M. 1. NOA 12-0127.23 GLASS TYPE A IN THE N. 0. A DIP = ! 86.0 JAMB AND HEAD EXTERIOR SIDE TREX WOOD COMPOSITE LUMBER FLOOR ON FULL FULL MORTAR BED ON BUILT UP ROOFING ON 1- 90# SLATE NOT MOPPED TO 15# FELT NAILED TO 3/4' COX PLYWO SL 112" 8F16-IBIT FRONT DOOR DETAIL 6" RAISED STUCCO BANI ON MTL LA ON 1 X P. T. TYP WOOD CASING BD. TYP. +6'-8" MIN OF 4" NGT. W/ WOOD RETURN BACK INTO BUCK ABOVE FIN Si �- P. T.1 x WOOD BUCK W/'/4" SHIM SPACE ALUM SL BYPGT. WINGUHKU SEK/f:S 780 IMPACT GL. NOA #11-1018.12 ANCHORAGE NOTE (ATED GLASS 1/4' ULTRACON SCREWS HEAD AND SILL 8" MAX FROM FRAME CORNERS JAMB AND HEAD 4 AT ASTRAGAL 2 AT CORNERS JAMBS 6" FROM CORNERSIO TOTAL INTERIOR SIDE SCREEN DOOP TREX WOOD TRIM BD TREX WOOD DECKING 4115" DIA, X 2114" LONG TAPCON SCREW 4 TOTAL @ SILL (SEAL HEAD WATERT16904" DEEP WOOD TRUSSES FRENCH DOOR DETAIL SCALE 1 1/2" =1'-0" _ 112" GYPSUM WALL BOARD R-4.5 INSULATION 1N CAI//TIES P. T. WOOD FURRING STRIPS AT 24" 0. C. ACRYLIC CAULKING INTERIOR WOOD DOOR CASING 2X4 P. T WOOD BLOCKING, ATTACHED TO CONC. MASONRY W/ 1/4" O X 3" LNG. TAPCON CONC. SCREWS, WIMIN OF EMBEDMENT OFI-3/4" INTO CONC. SPACED @ 3" FROM EA. END & BALANCE Co) 12" 0. C. (9 JAMB, . & 10" 0. C. @ HEAD WOOD DOOR FRAME, INSTALLATION SNALL BE IN 5.7 SO. FT (MIN.) ACCORDANCE WITH MANUFACT. SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL _ ENTRY DOOR, REFER TO p DOOR SCHEDULE) Z; 20" MIN. - HINGE 4X6XO.025 PLATE, - (@ N/NGES, WHEN REQUIRED) U� INSIDE LOOKING OUT) SEALANT - P. T. WD NAILER M 3/4" STUCCO CORNER BEAD TWO COAT STUCCO FINISH (ON 8" CONCRETE MASONRY WALL 8" CONCRETE MASONRY WALL, (TYP.) REFER TO STRUCT DWGS. FOR REINF. TYP WOOD CASING BD. WN OF 4" NGT. W/ 1/4' SS4 CRETE-FLEX SCREWS HEAD AND SILL 6" MAX FROM FRAME CORNERS JAMBS 11" MAX FROM CORNERS 18.5" 0. C. VERT. P. T.1 x WOOD BUCK W/'/4" SHIM SPACE ANCHORAGE NOTE SS41/4' CRETE-FLEX HEAD AND SILL 8" MAX FROM FRAME CORNERS 4 AT ASTRAGAL 2 AT CORNERS JAMBS 6" FROM CORNERS 10 TOTAL SILL AND WD LAMFLOOR ARE TO LINE UP WOOD LAMINATE FLOOR LOW SILL 114" DIA. X 1314" LONG SS4 CRETE FLEX (SEAL HEAD WATERTIGHT) GIRDER TRUSS SLIDING GLASS DOOR DETAIL SCALE 1 1/2" =1'-0" s CONC BEAM AREA OF CLEAR OPENING 5.7 SQ. FT. (MIN.) EGRESS WINDOW NOTES: AN OUTSIDE WINDOW OR DOOR OPERABLE FROM T11F INSIDE WITHOUT TIIE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. (50.8 CH) 1N WIDTH, 241N. (61 CM) IN NEIGNT, AND 5. 7 SQ. FT (0. 53) 1N AREA. THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44 IN. (112 CM) ABOVE THE FLOOR.. AS PER N.F.P.A.101 SECT 22-2.2.3 (C) SAFEGUARDS: OPERABLE WINDOWS SNALL BE PROTECTED A FOLLOWS: WHERE THERE 1S DROP OF MORE THAN 4'-0" ON THE FAR SIDE OF SUCH WINDOWS AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SNALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER SECT. 3508.3 (E) (7) (APPLICABLE IN 2 Kd. FLOOR WINDOWS ONLY) TOP OF FIN. FLOOR REFER TO ARCH. PLANS HESE yA gE�@��?qu i CONC FTG. ���il►ir'1�l��� ay 4-'/4" TAPCON SCOA 1 '/2" EMBED 2" x 4" x'/4' STL COL 4-'/4" TAPCON SCREWS 1-'/2' EMBED P. T. WD PL. MULLION DETAIL " 1%2"=1'-6?1 W � M o M N W A � � a � w H ~ O ^IN �1 N E• � � Fil W o � � x N � w E-+ w� a w � w F� A��Wx m z °° M a ti a � i a tx W U� O Q� Q W� Nt �Ao O �/• W U W U H cn 0 Wed' � H� W I 2-2 x 6 WO LEDGER W/ W x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & B W/ 2 FA,ME OF FLR. GIRDER 0 --�11:-11-111=11=11.=11" _�II�If-1 ''1�11=II-11=11 I _,.-11-11=11 '11.-1L=11 I�rn�u=.uPIL=11=11=:11 '�II.� II II�II�II--�I�I�II�II�11.� ��— %411=11-0n 18 " NGT PREBAB WOOD TRUSSES nu SECTION "A " Y411_11-®n 2-2 x 6 WD LEDGER _ W/ 5/8" x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & 8 W/ 2 EA SIDE OF FLR. 6/RDER RAISED STUCCO BAND — 2" ON 12 i9ENFRAL NOTE ALL MATERALS BELOW FLOOD LEVEL a� 7'-0" SNALL ADNERE TO R-322.1.8 TO BE FLOOD RESISTANT 2" ON 12 OPEN TO /— RAISED COI RANGE/ OVEN REF •11=11.-11-11 II 11-11-11�11�11.=11-11 11' .�i�nllir�.•�II,Ii�il�n��ii�ir�ilJl u.11�71.1i�i1: 4" ON 12 ON 12 ICEYNENE FOAM INSULATION R22 PRE FAB WOOD SCISSORS TRUSSES @ 24" . C. 2-2 x 6 WO LEDGER W/ 5/8" x 6" EMBED WEDGE BOLTS @ 24" O.C. STAGGERED T & 8 W/ 2 EA S/DE OF FLR. GIRDER RAISED STUCCO BAND 34" NGT. RAILING ON WALL 4" RECESS IN SLAB WOOD STA/RS BEYOND COMPACTED FILL ICEYNENL FORA ALUM GUTTER F INSULATION R22 CABINET AND MIRROR 2-2 x 6 WD LE GER W/ 6" EM ED WEDGE BOLTS I ED 24" O.C. STAGGERED T 8 W/ 2 EA SIDE OF Fl . GIRDER 0 18" DEEP PP4r, 18 WOOD FLOOR TRUS @ 24" O. C RAISED STUCC BAND 34" NGT. WALL MTD RAILING WOOD STAIRS I 18" DEEP FLOOR TX WOOD 9 24" 0. C ICEYNENE FOAM INSULATION R22 SECTION " B" GENERAL NOTE %4"=1'-0" ALL MATERALS BELOW FLOOD LEVEL 7-0" SNALL ADHERE TO R-322.1.8 TO BE FLOOD RESISTANT M O 00 M N w A � a � A ~ O �I N N �j w x N � W W E-+ w� . o M a w� a� a • A W c a ti a FA a CA z Q O w ELECTRICAL NOTES 1. CONTRACTOR SHALL FURNIVI ALL LABOR, MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WI TN TgESE DRAWINGS 2. COMPL Y WI TN THE N. E. C. AND TI-IE FLORIDA BUILDING CODE. 3. PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM 4. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 5. PROVIDE TEMPORARY POWER AND LIGHT 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 HALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITS ALL EXISTING CONDITIONS 9. ALL CABLE SHALL BE COPPER EXCEPT WHEN NOTED OTHERWISE. 10. INDOOR CONDUITS SHALL BE EMT. 11. OUTDOOR CONDUIT SHALL BE SCHEDULE 40 PVC MINIMUM COVER SHALL BE 24' 12. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. SYMBOL LEGEND U• DUPLEX FLOOR RECEPTACLE EXHAUST FAN C l i—� FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. CEILING MOUNTED LIGHTING FIXTURE WALL MOUNTED LIGHTING FIXTURE FLOOD LIGHT 0 CEILING RECESSED LIGHT FIXTURE - DIRECTIONAL vp CEILING RECESSED LIGHT FIXTURE - VAPOR PROOF ui CEILING RECESSED LIGHTING FIXTURE © ELECTRICAL PANEL ❑-J I FUSE OR DISCONNECT SWITCH TELEPHONE JACK TELEVISION JACK SD "MD SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR COP x PADDLE FAN a PUSHBUTTON SWITCH © CHIME O JUNCTION BOX WALL SWITCH QUADRAPLEX RECEPTACLE OUTLET GFI GROUND -FAULT INTERRUPTER OUTLET GFI WP WEATHERPROOF GROUND FAULT INTERRUPTER OUTLE HALF SWITCHED RECEPTACLE OUTLET ® SPECIAL RECEPTACLE OUTLET 240V DUPLEX RECEPTACLE OUTLET DEDICATED RECEPTACLE OUTLET WIRELESS NETWORK ANTENA s') I SPEAKER T ) I A/C THERMOSTAT l P. I WIREED TO SUB PANEL FOR GENERATOR INTERCOMW/ (/IDEO & SECOND FLOOR PLAN %4"=1'-0" FIRST FLOOR PLAN %4"=1'-011 rnn nr,urnn rnn METER W/ TRANFER SW. UNDERNEATH V. B. P. 6FI DOOR BELL INTERCOM ROLLING DOOR MOTOR N. W. N TO BE ON RAISED PLAT FORM TO ELFV 1-0" N40 M O o) M'No N W � W � A� a � w WwN N N � � W w H W � M a W � • a w �N O A o a ti a x w W 4, Ua O W� Q� Q W� O ZAo • a O U w U vs SUB-PNI, W/ TWO 2 P. BRKS, NEMA-1 IN FAN -COIL CLOSET 24 OV. 2 P. FUSE SW NEMA 3R. FOR COND. UNIT SIZE AS PER A/C NAMEPLATE * SIZE AS PER EQUIP. NAME PLATE A/C CONNECTION DETAIL nts KITCHEN OR BATHR061GI'] SMOKE DE SWITC SWITCH LEG 120 V. LINE SIDE F SWITCH PHASE CONDUCTOR SMOKE DETECTOR SHALL BE 120 V. WITH BATTERY BACK-UP & ALL SMOKE DETECTORS MUST BE INTERCONNECTED. SMOKE DETECTOR CONNECTION DETAIL nts ELECTRICAL NOTES 1. CONTRACTOR SHALL l URNISN ALL LABOR MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WIT# TNESF DRAWINGS 2. COMPLYWIT# THE N.E.C. AND T#F FLORIDA BUILDING CODE. 3. PROVIDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM 4. OBTAIN ALL PERMITS FOR WORK UNDER T#IS CONTRACT. 5. PROVIDE TEMPORARY POWER AND LI&IT OUTLETS FOR USE BY OTHER TRADES 6. PROVIDE ALL REQUIRED CONNECTIONS FOR OT#FR TRADES 7. COORDINATE ALL OUTLET LOCATIONS WIT# BUILDING ARCHITECTURAL FEATURES 8. CONTRACTOR WALL VISIT T#F SITE TO FAMILIARIZE #IMSELF W(T# ALL EXISTING CONDITIONS 9. ALL CABLE S#ALL BE COPPER EXCEPT W#EN NOTED OWERWXE. 10. INDOOR CONDUITS SMALL BE EMT. a OUTDOOR CONDUIT S#ALL BE SC#EDULE 40 PVC MINIMUM COVER SHALL BE 24' 12. ALL MOUNTING #AROWARE S#ALL BE BY CONTRACTOR. ELECTRICAL INSTALLATION BELOW FLOOD LEVEL 1) ELECTRICAL OUTLETS (RECEPTICLES AND LIG#TING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT TFIE #IG#EST PERMITTED ELEVATION AND SI/ALL BE INSTALLED ON A DEDICATED AND SEPARATE INDEPENDENT CIRCUIT FROM THOSE /N WE HABITABLE AREAS. 2) NO APPLIANCES OR APPLIANCES OUTLETS SMALL BE INSTALLED BELOW WE BASE FLOOD ELEVATION. 3) A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION, 4) MAIN CIRCUIT BREAKER PANFIS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 5) WE WILL CONFER WITH F. P. L. OR THE UTILITY CO. TO LOCATE THE ELECTRIC METER TO COMPLYWITN TIIE FEDERAL EMERGENCYMANAGMENTAGENCYREQUIREMENTS NOTE: NON METALIC - SHEATHED CABLE (ROMEX CABLE) SHALL COMPLY WITH NFPA-10 ARTICLE 336 PARTICULARLY PARAGRAPH 336-10-7 AND ALSO WITH CHAPTERS 250 300 AND 310. GROUNDING 10, 000 AIC 40 BREAKERS pNL BOX BYGENERAC PANEL I v A 11 1201240 V 1201240 V I P11. / 3 W. I P#. / 3 W. CU,BUS LOAD V.A. CONO. WIRE TRIP VOLTS DESCRIPTION CKT NO CKTT, NO DES-RIPTION VOLTS TRIP WIRE CONO. LOAD VA. ROMEX 12 20 120 GEN ITS. AND RFC A. F. C.1. 1 2 GEN LTS AND REC A. F.C. 1. 120 20 12 ROMEX ROMEX 12 20 120 GEN LTC! AND REC A. F.C. 1. 3 4 GEN LTS AND REC A. F C. 1. 120 20 12 ROMEX ROMEX 12 20 120 GEN LTS AND REC A. F. C. 1. 5 6 GEN LTS. AND REC A. F. C. 1. 120 20 12 ROMEX ROMEX 12 20 120 GEN LTS. AND REC A. F C. 7 8 EXTERIOR LTS 120 20 12 ROMEX 1, 500 ROMEX 12 20 120 GARAGE G.F.I. 9 10 TBATN G FE�CISTANT 120 20 12 OMEX 1,500 1,500 ROMEX 12 20 120 SMALL APPLIANCES 11 12 TAMPER RESISTANT SMALL APPLIANCES 120 20 12 OMEX 1,500 1,500 ROMEX 12 20 120 OUTSIDE G.F.I. FIRST FLOOR 13 J%Nfi F. L SECOND FLOOR 120 20 12 eOMFX 1,500 1,500 ROMFX 12 20 120 GARBAGF DXP. 1 1 MICROWAVE / SUB PANEL 120 20 12 ROMEX 1,500 1,500 ROMEX 12 20 120 REFRIGERATOR / SUB PANEL 17 18 DISH WASHER 120 20 12 ROMEX 1,000 1,000 ROMEX 12 20 120 DISH WASHER 19 20 WASHER 120 20 12 ROMEX 1,000 1,500 ROMEX 12 20 120 OUTSIDE LIGHTS 21 22 RANGE / OVEN 240 50/2 6 ROMEX 7000 SPARES 23 24 - - - 5,000 /4" 10 30 240 CLOTHES DRYER 25 26 NOT WATER NEATER 240 30 IO 3/4 " 5,000 " - _ - 27 28 66 GAL _ - - _ 7,350 314" 8 40 240 A. N. U. 29 30 A/C CONDENSER UNT #6 240 40 8 r' 6,450 - - - - 3 TONS 10 KW STRIP 31 32 3 TONS SEER 16.0 - - - - 1,500 ROMEX 12 20 120 FUTURE CHAIR LIFT 33 34 SPARES 35 36 SPARES SPARES 97 38 SPARES SPARES 39 40 SPARES 15, 000 V.A. TOTAL LOAD NOT INCLUDING A/C TOTAL LOAD NOT INCLUDING A/C 21,500 VA. * 147.'IS: F. x 3 VA /,('. F. = 4419 VA +15, 000 VA +21, 500 VA = 40, 919 VA TOTAL LOAD = 42,419 VA 1ST IOKW @ 100% = 10, 000 VA. BALANCF @ 4OX = 12,367 V.A. A/C LOAD @ 100% = 7, 350 V.A. TOTAL = 30,317 VA. 29,717 VA. DEMAND = 123 AMP 240 V 12 BREAKERS 60 AMP SUB PANEL 1201240 V 120/240 V I Pg. / 3 W.I P#. / 3 W PNL BOX BY GENERAL LOAD VA. COND. WIRE TRIP VOLTS DESCRIPTION CKT NO CKT. NO DESCRIPTION VOLTS TRIP WIRE COND. LOAD VA, 1500 ROMEX 12 20 120 GENERATOR A. F.C.1. 1 2 GENERATOR A.F.C./. 120 20 12 ROMEX 1500 1000 ROMFX 12 20 120 GENERATOR 3 4 MICROWAVE 120 20 12 ROMEX 1,000 5 6 7 8 2500 9 10 11 12 2500 CONNECT TO A CONCRETE -ENCASED ELECTRODE CONSISTING OF AT LEAST 20 FT OF ONE OR MORE BARE OR ZINC GALVANIZED STEEL REINI+ORCING BARS OF NOT LESS THAN 1/2 INCH OR CONSISTING OF AT LEAST 20 FT OF BARE COPPER CONDUCTOR NOT SMALLER THAN No. 4AND LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE; FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH EARTH. L` LL` 1.11�V BOLTED -TYPE CONNECTION DEVICE OR CONDUCTOR EXOTHERMIC WELD GROUNDING NONMETALIC ELECTRODE PROTECTIVE SLEEVE CO RETF, ,_ ....: ; No. 4 AWG OLARGER BARE COPPER CONDUCTOR FO j •IOI� OR STEED,. INFORCING BAR OR ROD NOT LESS 2 in ;.: °�, '•:"'rH it -'EN H DIAMETER MIN. 'L:' •• ;. •. , 20 FT MIN. DIRECT CONTACT WITH EARTH ENCASED GROUNDING ELECTRODE DETAIL PROVIDE "AFCI" BREAKERS AT ALL BEDROOM OUTLETS TO COMPLY WITH NEC. 210.12 (B) ,— PANEL LOCATED IN GARAGE MANUAL TRANSFER 150 A SWITC# 60 A F50 AM MAIN D S 0 AMP UB PANEL 4 WIRE GEN PLUG W/ MAl D.S Mr 3 # I TNNN CU 3-#6 TNNN IN IN 1-1/2" 0 CONDUIT 31411 COND 3- #6 TNNN IN 200 AMP SERVICE 3/4" COND 3-#2/0 TNNN lN� loor" J1 2" COND �-- GRADE FROM FP & L TRANSFORMER 1- # 4 TNNN CU. IN 1/2" COND TO 2 5/8Z 8Y10'-O" LONG GROUND RODS 6'-O" APART (MIN) STEEL ROD S o0l,, # 4 AWG BARE CU. GROUNDING ELECTRODE TO STEEL REINFORCEME 0M IN FOUNDATION RISER DIAGRAM - NTS M O M N A w M■�I r l V � ` ;To N N O N � W W �1 R, F� W a a Q O w 7i z 0 U W u 00 [z, N 0 N Oo �0 X 70 CFM4W 6 ,r 4 / // _ 5"p1 100 CFM _ 5 Rl� CIO x 22 1® / 4W — R/A 10" / 611,z 6" E1 W -+ 61 1 6" pJ 6" � 6" 60 CFM 12 11" S 6110 5110 6'W oO 1 TO B 0 / 150 CFM 5"0 4�� � 12" x " RETUR AIR 3W TO BELO x 1 W o 140 CFM 1 w " 16,w 4J6 1 1 _ � a / 1 1 /100 CFM W °O / 1 3W M r' ----� 6"x6" CA ,.a ' IN -F 04 W qT N MECHANICALR PLAN A ti a n� 11 FBI 2" PVC,'C,4 40 4" DlA RIGID DUCT DRAINS TO OUTSIDE FOR DRYER TO RU TN TERMINATE 6" ABODE FLOOR TRUSSES A D MOC/ FINISH GR,4DE. TO SIDE OF FIOUSE' PROVIDE 1'2" 0 X 36 DEEP ORY'WELL (TYP). ELEC DETER -- I p - 1 1 �I 1 100 CFM W `� 0 1 4W PR06RAMARL U 0 FM 6„o V" x 6' THERMOSTAT UP w Q Q 611x4" 1011X9" 1011X12" � W o �- 8110 RI A 10" x 101 \� GRILLE >� 200 CFM 12" x18" R/A / 2W w 1 IN SECOND FLOOR T USSES / 10" X 13" IN SECOND / 12 RE1/2 & 1/4" LIQUID AND SWTION LINES 12 x TII R FLOOR TRUSSES O / / TO A/IU -- 09 / /�12' Xlt ABODE 200 CFM D,,,/ 2W / A/C COMP cc Ll MECHANICAL FIRST FLOORPLAN 114"=1 °-®,r O �I 1 �.a.1"'tfsfeal W � W Lk 0 SUPPLY DUCT— W/ R-6 INSULATI POSITIVE R A_ DUO � ] 1 1/2" MIN. CONDENSATE DRAIN w/ 3" TRAP UNION AND C.O TO GREEN AREA. TERMINATE 6" ABOVE FINISH GRAD A.H.U. SUPPORT (SELF -STAND NO COMBUSTIBLE MATERIALS WITHIN A.H.U. ROOM PROVIDE FLOAT SWI`T-0 REFRIGERANT LINES TO OUTSIDE CONDENSING UNIT IN 6" SCH 40 PVC SLE it CEILING PARTITION PROVIDE 4" CLEARANCE ALL AROUND AHU (MIN.) FIN PLATFORM TO BE 8'-0" NAVD FLOOD LEVEL AIR HANDLER UNIT INSTALLATION DETAIL nts JST AIR CONDITIONING SCHEDULE (RHEEM UNITS ) CAP AC No __7CONDENSER AHRI #3805982 TONS SEER CENT MODEL NUMBER OCREEN 1 3 1 16.0 1000 14 AJM36 A,LT SHINGLE - DUCT FROM BATHROOM EXHAUST FAN OR DRYER EXHAUST ROOF CAP DETAIL nts BATHROOM, KITCHEN HOOD AND CLOTHS DRYER EXHAUST FAN 4"- (22 GA.) SMOOTH MTL. DUCT THRU ROOF (SEE DETAIL ABOVE) SCROLL TYPE STEEL 4" DIAM. OUTLET WITH HOUSING WITH WHITE VINYL BACKDRAFT DAMP R BAKED ENAMEL FINISH OR AS PER MANUF. SPE S. ELECTRICAL JUNCTION BOX 0 8" DIAM. 9 BLADED PROPELLER FAN POLYSTYRENE GRILLE DIRECTLY MOUNTED WHITE COLOR, ALIGNED TO 1000 RPM MOTOR AND TIGHTENED BY SINGLE CENTER KNOB TYPICAL CEILING EXHAUST FAN DETAIL nts EXHAUST CEILING FAN, CFM AS NOTED ON PLANS,1.5 SONES NOISE CRITERIA HVAC NOTES 1.0 GENERAL 1.1 PROVIDE ( FURNISH AND INSTALL) ALL NECESSARY MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL AIR CONDITIONING, HEATING AND VENTILATING SYSTEM AS SHOWN ON THE DRAWINGS AND HEREIN SPECIFIED INSTALL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, ASHRAE, SMACNA, NFPA, AND LOCAL ORDINANCES. 1.2 SCOPE OF WORK: PROVIDE THE FOLLOWING COMPLETE SYSTEMS: A. SUPPLY AND RETURN DUCT SYSTEM. B. EXHAUST SYSTEM FOR BATHROOMS AND KITCHEN. C. AIR CONDITIONING UNITS WITH REFRIGERANT PIPING AND CONTROLS. 1.3 PAY FOR ALL FEES, INSPECTIONS AND CONNECTION CHARGES REQUIRED 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS AND EQUIPMENT SIZES PRIOR TO DUCT FABRICATION OR INSTALLATION. COORDINATE REQUIREMENTS TO AVOID INTERFERENCE WITH OTHER TRADES. 1.5 SUBMIT SHOP DRAWINGS FOR ARCHITECT / ENGINEER APPROVAL BEFORE PROCEEDING WITH THE PURCHASE OR INSTALLATION OF EQUIPMENT AND MATERIALS. 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 & 3/8 x THRU BOLTS TO C:IJ:� SEAL ENTRANCE OF REFR. LINES INTO PVC. PIPE W/ IMPERMEABLE, RESILIENT ZZ MATERI A T PROVIDE 2 1/4" DIA. STEINLESS STEEL CABLES AROUND MECHANICAL EQUIPTMENT, BOTH ENDS ANCHORED TO SLAB ALUM FRAME ATTACHED TO THE SIDE OF THE HOUSE POWER & CONT. CONNECTIONS SEE EXT'R ELEVATIOS FOR HGT DIAGONAL ALUM SUPPORT SEE SHT A-5 FOR DET'LS 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 HANDLER MODEL NUMBER AND A.H.R.I. # RHKLHAM 3821 3805982 COOLING CAPACITY REFRIGERANT LINES TOTAL TOTAL COOLING SENSIBLE LATENT SUCTION LIQUID 36.8 27.6 9.2 7/8" 3/8" 1.6 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 2.0 MATERIALS 2.1 DUCTWORK 2.1.1 GENERAL. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. 2.1.2 MATERIAL. FIVE POUNDS DENSITY 1 1/2 " THICK GLASSFIBER DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SMACNA'S LOW PRESURE DUCT MANUAL. ALL DUCT JOINTS SHALL BE SEALED AND TAPED. 2.1.3 PROVIDE DOUBLE THICKNESS TURNING VANES AT ALL SQUARE ELBOWS. WHERE THE ELBOWS ARE RECTANGULAR INSTALL SINGLE THICKNESS INSTEAD. 2.1.4 PROVIDE VOLUME EXTRACTORS BEHIND EACH SUPPLY OUTLET AND AT EACH DUCT BRANCH. 2.2 REFRIGERANT PIPING. SEAMLESS COPPER TYPE "L" AND HARD OR SOFT DRAWN ON ACR COPPER TUBING WITH WROUGHT COPPER SOLDER JOINT FITTINGS, SOLDER SHALL BE 95/5 APPLIED WITH SUITABLE FLUX. 2.3 INSULATE ALL REFRIGERANT SUCTION PIPING WITH 3/4" CLOSED CELL POLYETHYLENE PREMOLDED PIPE INSULATION, WITH AN APPROVED PIPE AND SMOKE JACKET. PAINT ALL EXPOSED INSULATION WITH TWO COATS OF WHITE LATEX PAINT. 2.4 PROVIDE AIR CONDITIONING UNITS WITH MATCHING LOW VOLTAGE HEAT -COOL THERMOSTATS WITH ON -OFF AUTO SUB -BASE SWITCH, FURNISHED BY THE EQUIPMENT MANUFACTURER. 2.5 ALL AIR CONDITIONING COMPRESSORS SHALL BE WARRANTED FOR A MINIMUM OF FIVE YEARS AFTER DATE OF ACCEPTANCE OF THE PROJECT. 2.7 AIR DISTRIBUTION PRODUCTS: 2.7.1 PROVIDE SUPPLY AND RETURN GRILLES AND DIFFUSERS AS INDICATED ON THE DRAWINGS. 2.7.2 PROVIDE EXTRUDED ALL ALUMINIUM AIR DISTRIBUTION PRODUCTS. 2.7.3 PROVIDE FINISHES AND TYPES OF MOUNT IN COORDINATION WITH THE CEILING TYPES AS SHOWN ON ARCHITECTURAL DRAWINGS. 2.7.4 PROVIDE OPPOSED BLADE, KEY OPERATED DAMPERS BEHIND ALL AIR SUPPLY OUTLETS. 3.0 INSTALLATION 3.1 INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE MANUFACTURER'S MANUAL AND RECOMMENDATIONS PAYING SPECIAL ATTENTION TO REQUIRED CLEARANCES FOR INSTALLATION, OPERATION AND SERVICE. 3.2 BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND CAPACITIES. INDICATED ON DRAWINGS. SUBMIT FINAL AND BALANCE REPORT TO ARCHITECT / ENGINEER FOR ACCEPTANCE. WEIGHT A.H.0 COND 150 LBS 181 LBS DIMENSIONS A.H.U. HxWxD COND. HxWxD 50 1 /2" x 21" x 21" 35 3/8" x 31 5/8" x 31 5/8" HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETEC OR X FIRE DAMPERS X SMOKE DAMPERS X FIRE RATED ROOF/ FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X M o 0c, M N A H E■�j W �"�io 9 � N N N C"' W ` Fil w O N � W W F_� w� ^� a M F� w� a� a A � � kn 00 M a " o N a � � kn x a Q O W w O� U� O Q� Q W� O �A o Z 0 �/• fil W u (A O Av�� 0 PLUMBING SCHEDULE FIXTURE COLD WATER NOT WATER SANITARY L/NE DFSCRIPTJON UNIT COUNT SUPPLY SUPPLY SIZF TO VENT REMARKS GATE VALVE LAVATORY 1 1/2" 1/2" 1/2" COUNTER TOP HEAT T SHOWER 2 1/211 1/211 211 COLD WATER, 1" BIDET 2 1/2" 1/2" 2" �D H.W. TO FIXTU S TO 2 1/211 1/211 211 o UNION WHIRLPOOL TUB 2 1/211 1/211 11211 M HOT WATER ' WATER CLOSET 4 1/2" - 311 KITCHEN SINKS 2 1/2" 1/2" 1/2" COUNTER TOP rT, UNION REFRIGERATOR - 1/211 - - SHUT OFF VAU/E h�M DISNWASNFR 2 - 1/211 3/411 SAFE WASTED TO K/TCNEN SINK PRESSURE & TEMPERATURE WASHER 4 1/211 1/211 2 RELIEF VALVE (ASME APPRVD.) LAUNDRYSJNK 2 1/211 1/211 11/211 COUNTER TOP M� NOSE BIB., - 1/2" - _ 3/4" Cu RELIEF DISCHARGE A/C DRAIN - - - 3/4" PVC SCHEDULE 40 , LINE, TO OUTSIDE GREEN r. 04 WATER AREA, TERMINATE 6" W N , HEATER ABOVE FIN. GRADE PLUMBING NOTES a rN LEI C DRAIN VAL - PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. EMERGENCY PLASTIC PAN - MATERIALS SHALL BE AS FOLLOWS: WATER NEATFR TO RE MTD WITH 3 PVC SCH. 40 DRAIN LINE ON AN ALUM FRAME AT 8'-0" N.A. V D. TO OUTSIDE, TERMINATE 6" 1) COLD WATER PIPING SCHEDULE 40 C. P.V.C. 0 ABOVE FIN. GRADE 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 N w 3) STORM LINES INSIDE BUILDING SHALL BE C PVC SCHEDULE 40. W STORM LINES OUTSIDE BUILDING SHALL BE C PVC SCHEDULE 80. F-+ 4) IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF WATER HEAT PI PI DIAGRAM nts 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 2" VENT TNRU ROOF .�L 2" VENTUP AND OVER 1211 I 211 I I BATH CAI/ 2 F. u. 1-1/211 I W.C., CAv 4 -U 2 F. It. 1-1/21 I I 2" VFNTU1, AND OVER I " I I e21 2" VENT TAU FLOOR TRu ES MASTE IZ_ I 3 CAv 2F.U. BATH I cAv 2 F It.I� r --- � � I PONDER ROOM SINK 2 F. u. SNWR. 2 `Fru. 2" 1 W.C. 1 211 211 KITCHEN KITCHEN SINK 2" 2 FU. X _ W C. 4FU 211 211 3" 211 211 211 WASNE 311 2� 2F.u. 4" PVC LINE NO SEWER AMAIN VIDE A MASTS Shur FOR WATER MAIN PLUMBING RISER DIAGRAM NTS f-Av CAV 2Fu. 2FIt. PLUMBING SECOND FLOOR PLAN Y4"=1'-Orr PLUMBING FIRST FLOOR PLAN Y4„=1'-0" W� . o W � • (Yi w \p �7E Q 0 14 14' 9 1/ 2" 17-6T� 3/ 4" BRc.J. HEIGHT VAI JES SEE LEDGER HGT * CHASE HEIGHTS MAY VARY FROM TRUSS TO TRUSS DUE TO DBLE STACKED CHORDS or 2x4 ORIENTATION. PLEASE SEE ENG'g FOR LOCATIONS & SPEC's 42' 8" -----LEDGE 'R SCHEDULE. LGRI — DBL. LEDGER BY OTHERS *ALL TRUSS TO LEDGER CONNECTIONS ARE BY OTHERS BEARING NOTE: * ALL HATCHED WALLS SHOWN ON THIS LAYOUT ARE CONSIDERED TO BE BEARING UNLESS NOTED OTHERWISE * SEE LAYOUT + SCHEDULE FOR LEDGER SPEC's CEILING NOTE: * ALL TRAYS & COFFERS ARE NOTED ON THE LAYOUT. DROP CEILINGS BELOW BEAMARE D DOWN IN THE FIELD BY OTHERS UNLESS NOTED OTHERWISE ON LAYOUT This is a Truss Placement Diagram Only to show Truss Identification and Truss Location. The Engineer's Seal does NOT relieve The Professional Building Designer to assure the Structural Stability of the entire structure. Refer to the Engineerirg Drawing for Gravity and Uplift Loads. LET IN FL35G TO BEAR ON i OF ♦ f i 14" DP FLAT FLOOR TRUSSES BELOW PORCH SLOPE TO BE FORMED IN FIELD BY OTHERS LGR1 18"DP. Y —2 e FLOOR TRUSSES 13'53/16" ROOF FRAMING DIFFERS FROM PLAN 2' 1 1/2" 2' 0" CEILING TE * ALL UPPED CEILINGS ARE VAULTED FRAME DOWN AS R I IN FIELD 42' 8" 2' 0" 2' 0" 2' 0" 21011 2' 0" 2' 0" 1, 2' 0" 1, 2' 0" 1 2' 0" 2'0" 2'11/2" 42' 8"-CHASE HEIGHTS MAY-V-ARY FROM3'iZUfJS- '.OJS DUE TO DBLE STACKED CHORDS or 2x4 ORIENTATION. PLEASE SEE ENI FOR LOCATIONS & SPEC's 421811 21311 11' 6 1_/2" 2' �" 2' O" 0 2' 0n 2' 0n 2' Qn 2' 0n 2' 0n Ii/ FRAME UPTO 2ND FLR LEVJ 7L FROM 14" DP FLOOR TRUSS IN FIELD BY OTHERS FLOOR TRUSSES IL WILL E .tomE LUMBER CONSTRUCTED wBORATE and .. A N. Z_` STANDARD GALVANIZED 'R • G0 PLATES HANGERS TYPICAL END DETAIL - r / . c; 2 - I FLOOR TRUSSES LGR1 t� 13' 5 3 / 16" r)r nn )I nil /' nil T n" E a E �' II o ✓� f/r O •N C 'E"® C l_J _ � o c d ^D •� � c ®I as _a O c _O G FOR TRUSS PLACEMENT ONLY ®"CD I OR BRACING & ERECTION DETAILS REFER g TO BCSI-0 AND/OR ENGINEER OF RECORD a a " r, > a j Q NCD >N 3 G Qi V Gi a rnI _..m -c_ � � " A 2 (i t A— O ' � O v, m C '»• 3 v+ t REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING o _a a 4 u W r � C > n CD " _a O O M•_ -25 L SH 15-TZ ('H ` - - - > a — E a 1 B; MSH422 s „ o (CI LSSH35 \ D , FTHD26-2 o � - - - -- o - c o a y�-in o as as ,F10, ; LOADING ROOF FLOOR WIND LOAD " � � G o 3, CL LIVE LOADF30 40 ASCE 7-10 ® i3 G Q a T 2 " E m - - -- " " _ _. .=0..• _O � a a G O u DEAD LOAD 15 10 1T0 NIPH �E P D �- a g " E a _� _=��> -- - - - --- aE c o r LIVE LOAD 10 0 CATEGORY II c o c N -- -- a C DEAD LOAF! 10 5 ENCLOSED m e s 'd _.1 •� � h 0 N 0.i G9 O TOTAL. LOAD 55 55 FBC - 2014 - cm DURATION 1.00 TPI 2007 I E REV DATE BY -- - _ REMARKS - - - --I ' .a w .Q tz a Ip W -a L c �o��a.� o a> L W 0 -- -- - CID 3 _Ilm as c, �' o $ >•. � � cD - --- - ®I o a "EL C cC5" c -a It is understood that above conditions have been reviewed APPROVED & are acceptable for the J APPROVED AS NOTED fabrication at trusses, elevations, pitches, overhangs, J REVISE AND RESUBMIT fascias,ceiling elevations/pitches, bearing —� B E .O o REJECTED _ " aal conditions & all detail pertaining to this truss placement plan. No o g a N back charges will be accepted - - - - �c� DATE'a'5�'L rn without previous written E o approval from an A-1 Roof Q o Trusses representative. REVIEWED BY Q p PLAN DATE ARCH: 05/7/2015 STRUCT:-_/__/____ a ig CUSTOMER L & C CONSTRUCTION a E!= O a o 4 " E " JOB NAME BALSER RESIDENCE a O Z " pC LOCATION 0 r CO NTY o a. � /LOT # G_ _" OV w .� •a7 `� O v'l -- -- T 1�c z E o® o UP . Lr F. a 0 BLDG I _ LDG '..'l �, TYPE `'IN O(} � �}p 4�1� O ._ sn •— cU Digit ally signed by Manuel Martinez Manuel DN: c=US, o=ldenTrust ACES Business --- -- _-� _._.__ "1 * ,�I 14. u c r d '� 4 O t Representative, ou=M AND ASSOCIATES P.A., cn=Manuel JOB # 61998 n NS ER - ® — 'O a a7 - .A _ _ c o= Q Martinez, -:0.9 2342 19200300.100-1.1=A0109800 I q O C Martine— 0 464C rE960000211F VWr O �+ u ' at1 t 01 0813:56-04'00' �^ -_ _ _ - _ _ _ _-_—� _. - _. �____ -__ _ . - _ __-.. __- _. �.. ¢ C •e_- Q" � o �£V DRAWN DATE 07 22 2015 / / --SCALE- - " rn o g -a o ® o � c 0 AM W 7""11�S mamsew nompowu zo �.,� `u Q c o O o~ a a O AREA CALL REDEEMnompoom � r P �. C a i •_ *_ d Vs EMEREM '101 RD FLOOR 145147 rtz - - a m = s ROOF 1038.: u � 59 n2 � ._ _o " E a> o = c o A 11 FASCIA 140.�2 ft �AA TRUHSSICS HIP LINE _1. $ ft. A FLORIDA CORPORATION — - VALLEY LINl 0, �'y �p ryry ry �y��'qq((�� pp''�� * SHEETfNG AREA UNDER VALLEY TRUSSES AND Ph 772-409-101 0 / Fax 772 40a°"d. 1 01 � a — N � ' WASTE MATERIAL NOT SNCLUDED pp,,p, �'g I CC '^ a > O *` BLDR TO VERIFY CALCULATIONS httpJ/www. a I truss.com ''F- '�.0 '�