Loading...
HomeMy WebLinkAboutBUILDING PLAN4 ADVANTAGE STORAGE BUILDING C KITTERMAN ROAD & US 1 PORT ST. LUCIE, FL. DESIGN CRITERIA 2017 FBC 6TH EDITION, ASCE 7-10 EXPOSURE CATEGORY: C ULTIMATE DESIGN WIND SPEED: 160 MPH RISK CATEGORY: II INTERNAL PRESSURE COEFFICIENT: t 0.18 EXTERIOR SYSTEM NOTES 1) STOREFRONT: YKK - YHS 50FI IMPACT STOREFRONT (FL# 14218.3R10) FRAMING: 212" X 5" 2) DOOR: YKK - MODEL 35H MEDIUM STILE IMPACT DOOR (FL# 16554.1) 3) AUTOMATIC DOOR: STANLEY - DURA-STORM 2000 IMPACT SLIDING AUTOMATIC DOOR (NOA# 18-0221.11) GLASS SCHEDULE GL-01: 1 16" GRAY SB-70XL LOW-E INSULATE LAMINATE IMPACT GLASS 4" AZURIA TEMPERED GLASS WITH SB-70XL LOW-E COATED ON SURFACE #2 / 12" AIR SPACE, 4" CLEAR H.S. GLASS / 0.090" PVB / 4" CLEAR H.S. GLASS. GL-02: -116" GRAY SOLARBAN 70X LOW-E LAMINATED IMPACT GLASS 4" GRAY H.S. GLASS WITH SB-70XL ON SURFACE 42 / 0.090" PVB INTERLAYER / 4" CLEAR H.S. GLASS. GL-03: a" GRAY SOLARBAN 70X LOW-E LAMINATED IMPACT GLASS 4" GRAY ANNEALED GLASS WITH SB-70XL ON SURFACE #2 / 0.090" PVB INTERLAYER / a' CLEAR TEMPERED GLASS. DOOR HARDWARE SCHEDULE DOOR HARDWARE: DOOR'S MK.: 1 • BUTT HINGES (BB1191). • FALCON 1490 PANIC HARDWARE. • SURFACE MOUNTED CLOSER. • STANDARD PULL HANDLE. • CYLINDER. • MILL FINISHED THRESHOLD. • 10" BOTTOM RAIL. • WEATHER STRIPPING. DOOR HARDWARE: DOOR'S MK.: 11 • FULL BREAK AWAY PANELS. • SU-100 MOTION SENSOR • STANGUARD INFRARED SAFETY SENSOR • DOORWAY HOLDING BEAMS • 6 POSITION ROTARY KEY SWITCH • DOUBLE BEVEL THRESHOLD • STANDARD LOCKING HARDWARE WITH SOLENOID FOR A CARD READER (BY OTHERS) DRAWING INDEX SHEET 1: COVER SHEET, LOCATION PLAN, GENERAL NOTES SHEET 2: FLOOR PLAN SHEET 3: ELEVATIONS SHEET 4: DETAILS SHEET 5: DETAILS SHEET 6: DETAILS SHEET 7: DETAILS FINISH SCHEDULE FINISH: COBALT BLUE PAINTED ABBREVIATIONS M.O. MASONRY OPENING R.O. ROUGH OPENING F.S. FRAME SIZE D.L.O. DAYLIGHT OPENING A.F.F. ABOVE FINISHED FLOOR STL STEEL ALUM ALUMINUM HORIZ. HORIZONTAL VERT VERTICAL ELEV. ELEVATION N.T.S. NOT TO SCALE N/A NOT APPLICABLE P.S.F. POUNDS PER SQUARE FOOT REQ'D. REQUIRED TYP. TYPICAL BOTT. BOTTOM V.I.F. VERIFY IN FIELD SYMBOLS O--- ELEVATION MARK O--- DETAIL MARK --- SLAB/STEEL LEVEL 0 --- REVISION NUMBER --- REVISION CLOUD ARCHITECTS FRANK G. RELF ARCHITECT 35 PINELAWN ROAD, SUITE 207W MELVILLE, NY. 11747 P:(631)-271.4432 F:(631)-271-4532 GENERAL CONTRACTORS WELSH CONSTRUCTION 3845 W. EAU GALLIE BLVD., SUITE 101 MELBOURNE, FL. 32934 GENERAL NOTES 1. ALL SEALANTS AND/OR CAULKING ARE TO BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS THE COMPATIBILITY OF SEALANTS AND OTHER MATERIALS SHALL BE CHECKED WITH THE SEALANT MANUFACTURER. 2.THE GLAZING CONTRACTOR IS NOT RESPONSIBLE FOR PROTECTION OF THE MATERIALS, NOR DAMAGES CAUSED BY OTHER TRADES. 3. GLASS SHOWN ON DETAILS ARE FOR REFERENCE ONLY. REFER TO ELEVATIONS AND GLASS SCHEDULE FOR TYPE, SIZE AND LOCATION. 4.SEALANTS AND/OR CAULKING SHALL BE APPLIED WHERE SHOWN PER APPROVED SHOP DRAWINGS. 5. ALL STEEL ANCHORS ANGLES, CHANNELS, PLATES THAT ARE TO BE FURNISHED SHALL HAVE TWO COATS OF WATER13ONE PRIMER. 6. ALL DIMENSIONS TO BE FIELD VERIFIED 7. ALL DIMENSIONS SHALL BE CONSIDERED NOMINAL UNLESS NOTED OTHERWISE. 8. ALL DETAILS AND FINISHES ARE TO BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. ARCHITECTS APPROVED STAMP Frank G. Relf Architect P.C. 12 REVIEWED - NO EXCEPTIONS NOTED ❑ REVIEWED - EXCEPTIONS NOTED ❑ REVISE AND RESUBMIT ❑ REJECTED Cheat is a* for general amlaery nce W desgn cenceo and contract dooanents and does rot refieve co nhacLx of—ponsibSty tordimensiam, gvaneues, fabrication methods, mdarmance to pans and peoaradons ab r —d— wan ao Omer hales am job aanditbns hems,nlreues qted to be r-hK an wevb bw sutissine%are assumed unchanged and have rot Wen rednerked, e:tept he,. c". has been deady nagged by Wmractor. BY ccacciabaudo DATE 9242018 GC APPROVED STAMP SHOPDRAWING " SUBMITTALSPECS WELSH CONSTRUCTION LLC. DATE 9-6-2018 lob Name Kitterman REM or CSI# Storefront & Door S_ ubmittal # ORG-001 Reviewed_Approved_ Comments Shop drawings are not contract documents. Review of this shop drawing does not relieve the Architect, Engineer, Supplier or Subcontractor of their contractual or design responsibilities or for any error, omission or deviation from contract, purchase order or subcontract requirements. Welsh Constructlon LLC. has not reviewed and is not in anyway responsible for design elements, load, or dimension calculations or similar matters. Review is for general conformance with the design concept only. REVIEWED BY STEVEN G. ANDERSON LOCATION K_ Itte-mim Rd B US-t - - +waw.m "✓ i 'imri 3sio, Q, Q Kitterman woods _ _ 1 W.net ntness Apartments I--Or,cm. del Sagure sett 1 i us Sim sew iy 0— s gg 21 I I� 3 in \ARIUM Pine v Q l Boadi'Avc;�j', ;Lakes Apartments MIR '-- �CD Xk CD m F` CD W H to 6o z W � a m O mI ci x o ( tD � W ?,mjoN w;CD a WxV"r ` y �p, r`rn z Cp x w F PO P. p O 0 W O" E-t a w z W C) a E-t WO F a W 0 A O_ I I SCALE: AS NOTED DATE: 09/05/2018 DRAWN BY: TC CHECKED BY. - JOB No: 172462 SHEET No. 01 OF 07 ----- ------ ------ ------ ------ II I I I I I I I I I I I I I I , • I I I I I I • I • I I • • I I I I I I I I I I I 1 I I I I I I I I I I I I I I I q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EE @@ I I I I I ' , • I �¢� • I I I I I I I I 1 I I I I I I I I I I • I • I �� �� I I I I H l O orII77--�I�--rrr I I I I I I I I o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --------------- I I I ------------- I I I I I I I I I I I I I I I I I I I I I I • I I I I I I I I I I I i I I I I • OA fit D mr O A O 00 0 m zm O� L L- 3D n --- 0 - ____, -_____ ______ _____,-____,—, — O ------m 0 W 0 W U U U 9 z m _ 0 p ^' Q o N z DATE NOTES/REVISIONS PROJECT: ADVANTAGE SELF STORAGE BUILDING C KITTERMAN ROAD & US 1 PORT ST. LUCIE, FL A EERCONSULTING GLASS & GLAZING. INC. 100 PARK CENTRAL BLVD. SOUTHif POMPANO BEACH, FL 33064.E TEE: (954)-784-6601 FAX: (954)-784-6671 A JAMES BUSHOUSE, INC ENGINEERS C.A. #27565 3300 NE loth TERRACE # 24 POMPANO BEACH, FL 33064 (954) 956.2203 :111 I 73�" FRAME SIZE 31 3" D.L.O. 31 1 a L� GL-OGI,-01 w H q 10 it 1 � w w M Z GL-01 GL-01 0 GL-Ol 2 G1,01 �� GL•Ol 3 GL-Ol 9'-6" [114.1 ROUGH OPENING 113+1" FRAME SIZE 15j" 154" III D.Lu.O. III 72" D.L.O. II(� D.Lu.O. III ' I ' 2 S 2 GL- 1 GL-Ol GU 1 z Z p N LO 15 6 \\ 1 12 c 0 w i \ < w 2 / \ 2 GL- 1 z z \\ GL- 1 S o M / \ F o o < a > c n o 2 \ 0 0 / 2 GI Il = E 31 �\\ _ EL GL-02 Gl!02 GL-31 731" FRAME SIZE 31 3" D.LO, I 3' 3' D.L.O. _I Ij�jl N 44 j o GL-Ol 2 GL-01 w N In w 0 o 10 11 1 oo 3 GL-01 GL-Ol EXTERIOR ELEVATION - (2) TOTAL REQ'D EXTERIOR ELEVATION - (1) TOTAL REQ'D (W2/ 3 EEXTERIOR ELEVATION - (16) TOTAL REQ'Dw�YEKSSOFT 3 LVIPACT STOREFRO\ f SYSTEM (L.M.I.) YKK - Yf;S SOFI L\IPACT STOREFRONT SYSTEM (I .h1.IJ(FI1t 19218.3R10) YKK. YIIS SOFT IMPACT STOREFRONT SYSTEhI (LM.I.) (FLO 14'218.3R30) YI(K -MODEL 3511 MEDIUM STILE IMPACT DOOR (LM.L)(FL# 16554.1) (FIX 14218.3R10) RE(J'R PRF.S�UilF. IlE9'U PRF.88URF. IlEfJ'11 PkE9FU1tE RF.t1'U YkF.9CL-ilF. +3280 PSF -35.90 YSF 32.P0 P6F -35.90 F'SF +35.001'SF -38.10 PSF +3a.00 FSF -45.80 YSF 113j" FRAME SIZE ;5 34, �" D.L.O. 3, 34, x" D.L.O. , I —I o tV j o GL-01 2 GL-01 4 GL-01 2 i w N N 0 J 0 10 11 11 1 3 GL-Ol GL-01 3 GL-Ol w4 EXTERIOR ELEVATION - (8) TOTAL RF.Q'D YKK - YIJS 50FI IMPACT STOREFRONT SYSTEM (Lhf.1J (FL# 14218.31110) RF.Dn PRF.vstRF. 7"y,tt4 +3"_.80 PSF - 35.90290 PSF 8'-0- [96"] ROUGH OPENING 95j" FRAME SIZE 7 / / / 8 GL-03 L.-03 GL-03 9 GL-03 \ I L EXTERIOR ELEVATION - (2) TOTAL REQ'D STANLEY - DMA -STORM 2000 SERIES IMPACT RATED (NOA# 18-0221.11) REQUIRED PRESSURE ZONE W7 132.80 PSF - 35.90 PSF U z� -N� � W W W co CID z o a .. LO d W m Oz� W �xN x N W O O C/]ZWc�i �FQ O� (� a U W wOnz z v o O m 0 CJ .� 0� cD O W z�� � m o N a0 00 �Wepa V� ` Wzav F P. O a 0 0 r+ W C W H m W O [� F L4 z Ld o � z H rc z 11111101 - AS NOTED DATE` 09/05/20 DRAWN BY: TC ;HECKED BY: JOB No: 172462 SHEET No. OF 03 07 O .. 5.. 1.. 1.. 1.. 1.. 4 8 22 D.L.O. 22 D.L.Q.D.L.. 22 4 x z m x O p N o R• o R• - z z � - p _ tr — 14" MIN. 12"MIN. p < a � � p a 4 ww0 ww0 ZOi0 0 yy mn A O OR011 �1 xZZy Oy -.ZZy '�r� OL7 m�rOwAm�.. In mRtgmo po m C•� m0 A A C m +o ��+; m -n"" Z tO—i1 � E; -4 0ii E; g 0 DV w1 0 CA O X O A m O7 O w� c 1n e E m 00 mz 0 0 0 z O r m Z L CA m $ g Q DATE NOTES/REVISIONS PROJECT: T VAL JAMES BUSHOUSE, INC ADVANTAGE SELF STORAGE ILLER/MB ED TS CONSULTING ENGINEERS T C.A.#27565 BUILDING C GLASS & GLAZING, IN.o S S KITTERMAN ROAD & US 1 100 PARK CENTRAL BLVD. SOUTH�/ % 3300 NE loth TERRACE # 24 S B SH S , RE PORT ST . LUCIE, FL POMPANO BEACH, FL 33064 POMPANO BEACH, FL 33064 TEL: (954)-784.6601 ROFESSIONALENGINEER #20311 (954) 956-2203 O FAX: (954)-784-6671 STATR OF FI.ORIOA a $„ 3 g16 �� 0 0 D.L.O. O 1" T6 " 38$„ m DATE NOTES/REVISIONS PROJECT: JAMES BUSHOUSE, INC ADVANTAGESELFSTORAGE ER40T AA.T,&��AZING, ED CONSULTING ENGINEERS N C.A.#27565 � S BUILDING C INC. EA KITTERMAN ROAD & US 1 100 PARK CENTRAL BLVD. SOUTH % 3300 NE loth TERRACE # 24 S B SH US , P.E c PORT ST. LUCIE, FL POMPANO BEACH, FL 33064 POMPANO BEACH, FL 33064 TEL: (954)-754.6691 I'ROFE # LRAll (954) 95G2203 OD FAX: (954)-784-6671 STATE OF FLORIDA OW e m gg one NOTES/REVISIONS PROJECT: Z •'• e ADVANTAGE SELF STORAGE yy BUILDING C 0 N A \ fq CDN o KITTERMAN ROAD & US 1 N o o PORT ST. LUCIE, FL ro H DDn O = m oR. 0 U1 O A (1 FOR' r 0 I x rn NI— A 0 MILLERWLESS JA ONS BUSHOGI E, INC ED CONSULTING ENGINEERS C.A.#27565 GLASS & GLAZING, INC.100 PARK CENTRAL BLVD. SOUTH�7 3300 NE loth TERRACE # 24 POMPANO BEACH, FL 33064 ES BUSH U , RE POMPANO BEACH, FL 33064 TEL: (954)-784-6601 PROFESSIONAI.ENGINEER 920311 (954) 956-2203 FAX: (954)-784-6671 STATE OF FLORIDA 0 v m z z C) 0 0 0 X O m m z z C) N v «„ O A Z NNZ G� v �;_O NA 000 � o 0 6W zz�Az� = cA 9iM�m ; Boa. NIA NO Ov m z fl• I Oo Q O r �I� _ \7T O f lv-- o g Y g o�1E NOTES/REVISIONS PROJECT: 0 1 �� VAL JAMES BUSHOUSE INC 0 ADVANTAGE SELF STORAGE ILLER CONSULTING ENGINEERS EED C.A.#27565 BUILDING C GLASS &GLAZING, INC. 4&SST s s o o z 100 PARK CENTRAL BLVD. SOUTH ;y �� 1 lif 3300 NE 10th TERRACE # 24 0 a, po \ o EITTERMAN ROAD & US 1 POMPANO BEACH, FL 33064 S B SHQ US t, P.E POMPANO BEACH, FL 33064 .4 No PORT ST. LUCIE, FL TEL: (9.54)-784-6601 rieoi s"0" e�crc e�ilnaoai (954) 956-2203 FAX: (954)-784-6671 STATNONNaINE A