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Home My WebLink About312 W 1 St (7)4/09/91 C I TY 0 F So A N F 0 R D BUILDING PERMITS 300 Q PARK AVENUE INSPECTIONS SANFORD, FL 32771 ----------------------- 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-8689 NEW STRUCTURES NOT BUILDINGS PERMIT 5: 91-00001017 000 000 BLDG TYPE: BUILDING PERMITS PARCEL 0 --- LOCATION: LOCATION: 312 W 15T ST OWNER: FIRST FEDERAL OF SEMINOLE ADDRESS: 312 W 1ST ST SANFORD FL 32771 PHONE: CONTRACTOR:SRGARS, R ROBERT ADDRESS: 219 NE 36TH AVE OCALA FL 32671 PHONE: 904 867-9393 CERTIFICATION #: ADDITIONAL DESCRIPTION: RADIO EQUIPMENT SHELTER FEE TYPES ------------------------------------- BUILDING PERMITS PERMIT FEE APPLICATION FEE -BUILDING TOTAL FEES: RECEIPT 5: APPROVED BY: A Y' SIGNATURE! FAILURE TO COMP j WITH MECHANIC'S LIEN LAW CAN RESULT TWICE FOR BUILD IMPROVEMENTS. NOTE: ALL FEFS.MUST BE PAID PRIOR TO C.O. BEING ISSUE ISSUED DATE: 4/09/91 VOID DATE: 10/06/91 FEES CHARGED -------------- 180.00 10-00 -------------- $190.00 FEES PAID -------------- 180.00 10.00 -------------- $190.00 THE PROPERTY OWNER PAYING e ------- e6A1P1l101C1t- 1&017, --Notary Public; State of Florida -- -- __ — — --------_ -- --- ---- — — —----.._--.------- - My Gomm. Exp. Oct. 18, 1994 Rond�d thru PICHARD Ips, AgencY I o Z i South Elevation Scale: 1 !4"= 1'-0" r East Elevation Scale: 1 4"= 1'-U" DRIP' S?RIP- NAT GUARD Irop,,P-45. C �nlc��L.E T �vA�EGUI�E opENINC� LIEHTw7 �HALoN STRoa LIC.NT �� - -II P RIDE Ow`IE21 IuST�LLED By PHG�7 GELL. \I v�/E�TNErZPRcnr fox. I I ~ - II GENERAL NTRAGTOR. �,8x?° 4 HMD+� C2) II /BMW E L P 11 13 DE1\D BD L -T - KE / OUT; TN UM 8 I N "BEST "G -7T-7 KD6,5--r K G -Z SEF2�I E.� F;!::)(R r4•/C. LINES CONDI=N5 CG0FZP, LOGA•T10N \,,,/7 AACI �I II 0N1T5, ,ANGLE sLEE-,/I= Il PvC 6ROvND PE E -T =rlol�t UPca, 45'-0 PRE.\/ENi' w,& -r I o � jOr? S'ToP IOL_DCg II ivas' Nl� 4-4G>I NT(a�SION 1 II O North Elevation West Elevation Scale: I /4"= 1'-0" Scale: 1( E3UILbING XTERIoR 21' 'DRYVIT'' oUTSUL4.ToN Sys? EM; SH4.1-L 5E INSTALLED a i--4 Ly By AN NSrtA LLI NG co NTH! cTpF2 WITH 2 yE4 5 V�Iti, IMUM EXPEQIENC� /�NI7 A P�Gr/ED �y THE MANUF--AC i UFZ-R. ALL PENETRATioNs MUST 3E cUNs,TF,�uG T P -D AS 1:3 i E : o1.ITi�JGTG R To TECT R��I fes! G DU�ZIN G CCN �TRU�, T IOr�I. FIRST STRG�T NO,R i N COMMUNICATION INCw • quipment Shelter A Roof Top Installation at the First Federal of Seminole 12 W 1st Street Sanford, Florida ARCHITECTS: STRUCTURAL ENGINEERING: Richard Matz Design Associates, Inc. 974 Douglas Avenue Suite 100 Altamonte Springs, FL 32714 (407) 869-5588 FAX (407) 869-7547 Gensert Bretnall Associates, Inc. 974 Douglas Avenue Suite 100 Altamonte Springs, FL 32714 (407) 869-5533 FAX (407) 869-7547 ELECTRICAUMECHANICAL ENGINEERS: Overstreet Consultants, Inc. 1245 S. Semoran Blvd. Winter Park, FL 32792 (407) 657-7117 FAX (407) 657-1887 SH[ EET I N DEX Sheet 1 Elevations, Roof Top Plan 2 Floor Plan, Framing Plans, CeilincT Plan, Structural Details Building Cross Section Architectural Details M Mechanical Plans E Electrical Plans ALL IDEAS, DESIGNS, .ARRANGEMEbTS AND PLANS INDICATED OR REPJUVIEW D BY THIS DRAWING ARE OWNED BY. AND THE PROPERTY OF, -RICHARD MSIGN ASSOCIATES. INC., ARCHITECTS AND WERE CREATED. EVOLVED AND DEFOR uS8 ON. AND IN CONNECTION WITH THE SPECIFIED PROJECT. NOTHE IDEAS. DESIGNS. ARRxvcJ_ NTS OR PLANS SHALL BE USED BY OR DD TO ANY PERSON, FIM1 OR CORPORATION FOR RICHARD MATZ DESIGN ASSOCINC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE ED OF ANY VARIATION FROM Iiia DIMENSIONS AND CONDITIONS SHOWTHESB DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE EVIEW BEFORE PROCEEDING WITH FABRICATION. U ^ O H U 0 � U � 2. W U U U o Z i South Elevation Scale: 1 !4"= 1'-0" r East Elevation Scale: 1 4"= 1'-U" DRIP' S?RIP- NAT GUARD Irop,,P-45. C �nlc��L.E T �vA�EGUI�E opENINC� LIEHTw7 �HALoN STRoa LIC.NT �� - -II P RIDE Ow`IE21 IuST�LLED By PHG�7 GELL. \I v�/E�TNErZPRcnr fox. I I ~ - II GENERAL NTRAGTOR. �,8x?° 4 HMD+� C2) II /BMW E L P 11 13 DE1\D BD L -T - KE / OUT; TN UM 8 I N "BEST "G -7T-7 KD6,5--r K G -Z SEF2�I E.� F;!::)(R r4•/C. LINES CONDI=N5 CG0FZP, LOGA•T10N \,,,/7 AACI �I II 0N1T5, ,ANGLE sLEE-,/I= Il PvC 6ROvND PE E -T =rlol�t UPca, 45'-0 PRE.\/ENi' w,& -r I o � jOr? S'ToP IOL_DCg II ivas' Nl� 4-4G>I NT(a�SION 1 II O North Elevation West Elevation Scale: I /4"= 1'-0" Scale: 1( E3UILbING XTERIoR 21' 'DRYVIT'' oUTSUL4.ToN Sys? EM; SH4.1-L 5E INSTALLED a i--4 Ly By AN NSrtA LLI NG co NTH! cTpF2 WITH 2 yE4 5 V�Iti, IMUM EXPEQIENC� /�NI7 A P�Gr/ED �y THE MANUF--AC i UFZ-R. ALL PENETRATioNs MUST 3E cUNs,TF,�uG T P -D AS 1:3 i E : o1.ITi�JGTG R To TECT R��I fes! G DU�ZIN G CCN �TRU�, T IOr�I. FIRST STRG�T NO,R i N COMMUNICATION INCw • quipment Shelter A Roof Top Installation at the First Federal of Seminole 12 W 1st Street Sanford, Florida ARCHITECTS: STRUCTURAL ENGINEERING: Richard Matz Design Associates, Inc. 974 Douglas Avenue Suite 100 Altamonte Springs, FL 32714 (407) 869-5588 FAX (407) 869-7547 Gensert Bretnall Associates, Inc. 974 Douglas Avenue Suite 100 Altamonte Springs, FL 32714 (407) 869-5533 FAX (407) 869-7547 ELECTRICAUMECHANICAL ENGINEERS: Overstreet Consultants, Inc. 1245 S. Semoran Blvd. Winter Park, FL 32792 (407) 657-7117 FAX (407) 657-1887 SH[ EET I N DEX Sheet 1 Elevations, Roof Top Plan 2 Floor Plan, Framing Plans, CeilincT Plan, Structural Details Building Cross Section Architectural Details M Mechanical Plans E Electrical Plans ALL IDEAS, DESIGNS, .ARRANGEMEbTS AND PLANS INDICATED OR REPJUVIEW D BY THIS DRAWING ARE OWNED BY. AND THE PROPERTY OF, -RICHARD MSIGN ASSOCIATES. INC., ARCHITECTS AND WERE CREATED. EVOLVED AND DEFOR uS8 ON. AND IN CONNECTION WITH THE SPECIFIED PROJECT. NOTHE IDEAS. DESIGNS. ARRxvcJ_ NTS OR PLANS SHALL BE USED BY OR DD TO ANY PERSON, FIM1 OR CORPORATION FOR RICHARD MATZ DESIGN ASSOCINC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE ED OF ANY VARIATION FROM Iiia DIMENSIONS AND CONDITIONS SHOWTHESB DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE EVIEW BEFORE PROCEEDING WITH FABRICATION. U O H U 0 � U � 2. W U U U RICHARD MA7 1--VtZ DESIGN ASSOCIATES 307 goQ-;;88 Ula Douglas.Avenue Suite 100 _ Altamonte Springs Florida t? 7 1 Architecture Planning Research RREVISED SHEET NO. SHEET TITLE FDRAWINGS. EAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTEO BY THIS'DRAWING ARE OWNED BY, AND THE PROPERTY OF, RICHARD MATZ DESIGN IATES, INC., ARCHITECTS AND WERE CREATED, EVOLVED AND DEVELOPED FOR N, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE , `DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ASON, FIRM OR CORPORATION FOR RICHARD MATZ DESIGN ASSOCIATES, INC. N DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE SIONS. CONTRACTORS SHALL .VERIFY AND BE RESPONSIBLE FOR ALL SIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF -VARIATION- FROM"'Tgk' DIMENSIONS AND CONDITIONS SHOWN BY THESE GS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW E PROCEEDING WITH FABRICATION. Roof Plan Scale:I /4"=1'-0" WALL BRACING Horizontal bracing consists of Cut -to -length runner for solid bridging and steel straps on both sides of studs. Solid bridging is placed at each end of wall, adjacent to wall openings and 8 ft. o.c. max. Runner has a web flange bend at each end and is secured to each stud flange with one Type S-12 low -'profile screw. Strap bracing of 1 vz" wide by 20-ga. steel is fastened to each stud flange with one 5/9" Type S• 12 screw and to each runner flange with four screws. solid bridging (C -runner) II l horizontal bracing ?§' tyC'e S-- 12 i�• I � low profile Vr Read screws 1 4•x2aga I�� strap bracing USG sleet stud) Detail 2 ROOF AND FLOOR BRACING Solid blocking, a cut -to -length C -closure or joist section, is placed between outer joists, over all interior suoports, adjacent to openings and 8 ft. o C. max. Blocking is welded or screw -attached to joist. Cold -rolled channels or strap bracing of 1'/z" x 20-ga. corrosion -resistant steel is screw - attached to bottom joist flange between solid blocking. 4 Detail 2 R�� SLoP E. M!�:)W N @ II FE R FT USG steel slud splice plate — steel stud section It , II �LUSG C -runner I sk" �!D'- S-12 low profile head framing screws 4 Screws per flange ea. side 0 -runner splice of splice. 2 Detail 2 4'I x 20 GA , STRn.P 5PAC I1�i —1"r>P L tJ G 4'Ix 20 Gc., sTIz.AP BRACING @ POT. FLANGE NoT E = AT i ACH STRAP P)R,6c IN G -'o 5&-, Jo I ST FLA ►.j G E w7 2 5 '1 S-12 LCW F'-�I L"E. HEs-D SGREwS, Q Z V i �J I I I 1 j I I I 1 I I I t I I I I 1 I I I L _-i m r-� T I I I 7911 i I I 411 I 1 1 t I I I L__I L_J I I I I 1 I I I I I I I I I I I I I I I I 16' II ' L _J L_ I I I I I I I I I I I CoNc. C��E2 _ r �=o F4 FuT, Expb.N . I I I I I L--- I I I 3 � I��IJP�LE—SI U D 30Tri SI DES J J OF j-InnF. Rot. FRAME. I 1 L SCOL-. ESIELow i I I i El El �_ X/ FDRAWINGS. EAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTEO BY THIS'DRAWING ARE OWNED BY, AND THE PROPERTY OF, RICHARD MATZ DESIGN IATES, INC., ARCHITECTS AND WERE CREATED, EVOLVED AND DEVELOPED FOR N, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE , `DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ASON, FIRM OR CORPORATION FOR RICHARD MATZ DESIGN ASSOCIATES, INC. N DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE SIONS. CONTRACTORS SHALL .VERIFY AND BE RESPONSIBLE FOR ALL SIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF -VARIATION- FROM"'Tgk' DIMENSIONS AND CONDITIONS SHOWN BY THESE GS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW E PROCEEDING WITH FABRICATION. Roof Plan Scale:I /4"=1'-0" WALL BRACING Horizontal bracing consists of Cut -to -length runner for solid bridging and steel straps on both sides of studs. Solid bridging is placed at each end of wall, adjacent to wall openings and 8 ft. o.c. max. Runner has a web flange bend at each end and is secured to each stud flange with one Type S-12 low -'profile screw. Strap bracing of 1 vz" wide by 20-ga. steel is fastened to each stud flange with one 5/9" Type S• 12 screw and to each runner flange with four screws. solid bridging (C -runner) II l horizontal bracing ?§' tyC'e S-- 12 i�• I � low profile Vr Read screws 1 4•x2aga I�� strap bracing USG sleet stud) Detail 2 ROOF AND FLOOR BRACING Solid blocking, a cut -to -length C -closure or joist section, is placed between outer joists, over all interior suoports, adjacent to openings and 8 ft. o C. max. Blocking is welded or screw -attached to joist. Cold -rolled channels or strap bracing of 1'/z" x 20-ga. corrosion -resistant steel is screw - attached to bottom joist flange between solid blocking. 4 Detail 2 R�� SLoP E. M!�:)W N @ II FE R FT USG steel slud splice plate — steel stud section It , II �LUSG C -runner I sk" �!D'- S-12 low profile head framing screws 4 Screws per flange ea. side 0 -runner splice of splice. 2 Detail 2 4'I x 20 GA , STRn.P 5PAC I1�i —1"r>P L tJ G 4'Ix 20 Gc., sTIz.AP BRACING @ POT. FLANGE NoT E = AT i ACH STRAP P)R,6c IN G -'o 5&-, Jo I ST FLA ►.j G E w7 2 5 '1 S-12 LCW F'-�I L"E. HEs-D SGREwS, SEE Ro�F REAGIN ND -r E = Coj-lTRL*GTOjR S 1-RES94>NSi 5LE FOR DESIGN 4 -ND INS-rAl_LL, T ION OF AJ -L. aZAc1N9 Ta 3E INSTt�L.LED To PRo-v l r�) E S-(-L-BI L.I TY 0UFZ 1 N (S CoN STRUGT I O N. Roof Framing Plan Scale:l /4"=1'-0" •2"x2"x16-ga. 4-14" USG type S-12 clipanglewith low prolile head screws (2)'/a" type S-12 each side low prolile head screws each leg 10 5/8" type S-12 — —� ;:=• low profile head screws CR -runner ea. side. stud spacer \ USG steel studs 2-'/e" USG 4' x 18ga. type S-12 s rap bracing 1 I low profile Doth sides—J head screws ROOF RACKING BRACING DETAIL 3 Detail 2 clip angle wil steel stud clip angle vnlh — (2) s/,- type S-12' inside runner 'low prolile head screws each leg 4" strap stud bracing both sides spacer I t h•x I Y3"% (stud size I �de_Pp IC g runner minus 11z')steel plate 314' anchor boll wash_P r rim joist ' } r r 1 • $fief 'Fr' anchor pipe sleeve boll USG �J. Drill existing 4-1/2' slab and thru-bolt steel G _ with bearing plate 1 /4'x3•x3•. studs At rib, install 3/4' diameter Hilt! HVA HAS std. anchor. Drill & embed 6-5/8'. corner section FLOOR RACKING BRACING DETAIL 5 Detail 2 FL.co�z aQ►DGINC- SE E DETa.I L- r G IvoTE 2 412" SLAE3 -L 141 DEEP -15S G'' WIDE WrN D R<iGkING }C1 C�RAGING r� WAt_L, SEE DETAIL 5 WIND R�KINE, 'I XI' C�(RAGING IN wALL. SE.E DET,6,ILe 5 2 2 Floor Framing Plan Scale: l /4"=1'-0" 5 DETAIL st/ppoprlNG CABLE RACA rO WALL W17f4 CLIP DETAILLl CLOSING END Ot CABLE gAcx-Nrs Existing Structure Coord. DErAI In SvppopTlNG CaHLE AACX FROA,t- CELL I�rc: - N.rS. REMoVAZL E GUMBW4,1TER I I I 1 j I I I 1 I I I t I I I I 1 I I I L _-i m r-� T I I I 7911 i I I 411 I 1 1 t I I I L__I L_J I I I I 1 I I I I I I I I I I I I I I I I 16' II ' L _J L_ I I I I I I I I I I I CoNc. C��E2 _ r �=o F4 FuT, Expb.N . I I I I I L--- I I I 3 � I��IJP�LE—SI U D 30Tri SI DES J J OF j-InnF. Rot. FRAME. I 1 L SCOL-. ESIELow i I I i El El �_ X/ l� SEE Ro�F REAGIN ND -r E = Coj-lTRL*GTOjR S 1-RES94>NSi 5LE FOR DESIGN 4 -ND INS-rAl_LL, T ION OF AJ -L. aZAc1N9 Ta 3E INSTt�L.LED To PRo-v l r�) E S-(-L-BI L.I TY 0UFZ 1 N (S CoN STRUGT I O N. Roof Framing Plan Scale:l /4"=1'-0" •2"x2"x16-ga. 4-14" USG type S-12 clipanglewith low prolile head screws (2)'/a" type S-12 each side low prolile head screws each leg 10 5/8" type S-12 — —� ;:=• low profile head screws CR -runner ea. side. stud spacer \ USG steel studs 2-'/e" USG 4' x 18ga. type S-12 s rap bracing 1 I low profile Doth sides—J head screws ROOF RACKING BRACING DETAIL 3 Detail 2 clip angle wil steel stud clip angle vnlh — (2) s/,- type S-12' inside runner 'low prolile head screws each leg 4" strap stud bracing both sides spacer I t h•x I Y3"% (stud size I �de_Pp IC g runner minus 11z')steel plate 314' anchor boll wash_P r rim joist ' } r r 1 • $fief 'Fr' anchor pipe sleeve boll USG �J. Drill existing 4-1/2' slab and thru-bolt steel G _ with bearing plate 1 /4'x3•x3•. studs At rib, install 3/4' diameter Hilt! HVA HAS std. anchor. Drill & embed 6-5/8'. corner section FLOOR RACKING BRACING DETAIL 5 Detail 2 FL.co�z aQ►DGINC- SE E DETa.I L- r G IvoTE 2 412" SLAE3 -L 141 DEEP -15S G'' WIDE WrN D R<iGkING }C1 C�RAGING r� WAt_L, SEE DETAIL 5 WIND R�KINE, 'I XI' C�(RAGING IN wALL. SE.E DET,6,ILe 5 2 2 Floor Framing Plan Scale: l /4"=1'-0" 5 DETAIL st/ppoprlNG CABLE RACA rO WALL W17f4 CLIP DETAILLl CLOSING END Ot CABLE gAcx-Nrs Existing Structure Coord. DErAI In SvppopTlNG CaHLE AACX FROA,t- CELL I�rc: - N.rS. Floor Plan Scale: 1 /4"=1'-0" RELOCATE AIC, UNITS 2 -0 5 o tJ T 4, d tat UST UTILITY LINE AS REQ'D I— � �v 311 I REMoVAZL E GUMBW4,1TER I I I 1 j I I I 1 I I I t I I I I 1 I I I L _-i m r-� T I I I 7911 i I I 411 I 1 1 t I I I L__I L_J I I I I 1 I I I I I I I I I I I I I I I I 16' II ' L _J L_ I I I I I I I I I I I CoNc. C��E2 _ r �=o F4 FuT, Expb.N . I I I I I L--- I I I 3 � I��IJP�LE—SI U D 30Tri SI DES L J OF j-InnF. Rot. FRAME. I 1 L SCOL-. ESIELow i I I i El El Floor Plan Scale: 1 /4"=1'-0" RELOCATE AIC, UNITS 2 -0 5 o tJ T 4, d tat UST UTILITY LINE AS REQ'D I— � �v 311 I I I I 1 j I I I 1 I I I t I I I I 1 I I I L _-i m r-� T I I I 7911 i I I 411 I 1 1 t I I I L__I L_J I I I I 1 I I I I I I I I I I I I I I I I 16' II ' L _J L_ I I I I I I I I I I I I i I L J �1CJ1411 Reflected Ceiling Plan Scale: 1 /4"=1'-0" i Pool= pR41 1 DE LIN CABLE RACK -,uNC rION Mrs CABLE R4Cx-1 4 5 J A`0" ' ' J DE TAIL coNNEC riNC. Tv,,() GaS(E RAcxs 'r'-JC�NCi'lCNI- N. r$ DE rAIL CONNEc rlrvc, rwo CABLE RACKS ,v. rs. RICHARD MArlr DESIGN ASSOCIATES 407/869-5588 924 Douglas Avenue Suite 100 .Altamonte Springs. Florida 32714 Architecture Planning Research ®REVISED DAT omm. N0. PROJ MGR DRAWN B a F EAS, DESIGNS, ARRANGEMENTS AW PLANS INDICATED OR REPRESENTED BY DRAWING ARE OWNED BY, AND TIM PROPERTY OF, RICHARD MATZ DESIGN ATES. INC., ARCHITECTS AND HERE CREATED. EVOLVED AND DEVELOPED FOR ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE , DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ERSON, PIAN OR CORPORATION FOR RICHARD NATZ DESIGN ASSOCIATES. INC. EN DIMENSIONS ON THESE DRAWINGS SHALL RAVE PRECEDENCE OVER SCALE IONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALJ.IONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ARIATION FROM THE DIMNSIONS AND CONDITIONS SHOWN BY THESE GS. SHOP DETAILS MUST BE SUSMITIED TO TRIS OFFICE FOR REVIEW T -PDCF.SDTY" WTTH FABRICATION. L0 KEYED NOTES 1. Dryvil finish. 2. Dryvit Insulation Board (DIB). 3. Adhere• DIB to substrate with Abutting lengths of runner shall each be securely anchored to a Primus/Adhesive or ADEPS common structural element and spliced as shown on the drawings. Adhesive as appropriate. 4. Dryvit reinforcing mesh em- 5-12 SGREW IN beddAd in Primus/Adhesive of both upper and lower runners. t■� 5. Extend Dryvil reinforcing 3 mesh, rase coat and finish A� onto structural steel studs or track at panel edges. 6. Back-up rod and Dryvit- 21 compatible sealant. 8. Structural steel studs. 9. Structural steel stud track. n� Dryvil-recommended Diagonally braced stud walls, as indicated on the drawings shall sheathing. n� Wrap Dryvil reinforcing mesh stability and lateral load resistance. Additional studs, when and base coat 2- minimum necessary, shall be positioned as indicated on drawings to resist at underside of DIB. 69. Dryvit System penetration. lifting. Splices in studs shall not be permitted. All framing components shall be cut squarely for attachment to ERECTION perpendicular members, or, as required, for an angular fit against abutting members. q� means of shims and/or non -settling grout. Axially loaded studs shall be installed in a manner which will a� assure that their ends are positioned against the inside of Joists shall be located directly over bearing studs or a load runner web prior to fastening. n� wall. Insulation equal.to that specified elsewhere shall be provided in all doubled jamb studs and doubled headers not accessible to Joist bridging shall be provided where indicated on the drawings. Insulation contractors. End blocking shall be provided where joist ends are not otherwise Fastening of components shall be with self -drilling screws or restrained from rotation. welding. Screws shall be of sufficient size to insure the F EAS, DESIGNS, ARRANGEMENTS AW PLANS INDICATED OR REPRESENTED BY DRAWING ARE OWNED BY, AND TIM PROPERTY OF, RICHARD MATZ DESIGN ATES. INC., ARCHITECTS AND HERE CREATED. EVOLVED AND DEVELOPED FOR ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE , DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ERSON, PIAN OR CORPORATION FOR RICHARD NATZ DESIGN ASSOCIATES. INC. EN DIMENSIONS ON THESE DRAWINGS SHALL RAVE PRECEDENCE OVER SCALE IONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALJ.IONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ARIATION FROM THE DIMNSIONS AND CONDITIONS SHOWN BY THESE GS. SHOP DETAILS MUST BE SUSMITIED TO TRIS OFFICE FOR REVIEW T -PDCF.SDTY" WTTH FABRICATION. L0 KEYED NOTES 1. Dryvil finish. 2. Dryvit Insulation Board (DIB). 3. Adhere• DIB to substrate with Abutting lengths of runner shall each be securely anchored to a Primus/Adhesive or ADEPS common structural element and spliced as shown on the drawings. Adhesive as appropriate. 4. Dryvit reinforcing mesh em- 5-12 SGREW IN beddAd in Primus/Adhesive of both upper and lower runners. base coat. . 5. Extend Dryvil reinforcing 3 mesh, rase coat and finish 2 onto structural steel studs or track at panel edges. 6. Back-up rod and Dryvit- 21 compatible sealant. 8. Structural steel studs. 9. Structural steel stud track. 13. Dryvil-recommended Diagonally braced stud walls, as indicated on the drawings shall sheathing. 40. Wrap Dryvil reinforcing mesh stability and lateral load resistance. Additional studs, when and base coat 2- minimum necessary, shall be positioned as indicated on drawings to resist at underside of DIB. 69. Dryvit System penetration. PRY VI -f SYSTEM " NI �l tl I it �j W .c 45 L x d T S j EEL F�. vs/ 34" , Covs�rTEL=�suN. MAG I --I I t J E.S -0 7 " 0, C . I N fG x rl 45"L p,*.,JL-,LE W7`THF2E C)ED � � r OR 40 3 -12 4jlL_oNc, /S NGi-2 ESOL- Cb Co I T • ' _� • , d� �� @PERIMET'E it OF SLS 3 T STS RoFb^-A ' SET IN g1T1_)MEae l BITUFAF I 65. Door. jamb and shims. - - - - 75. Metal flashing as required by ' System Penetrations INCLIJC>ING JuNC'TIoN AXES others. Light Gauge Framing 2 Detail @ HMD&F Head nts 1)tS 28 GouGi= 5 1� I N LESS STEEL FLASHING CoNT S.S. CLEAT N @ EA. `101ST: CLIP A 1-4 G L -E, 2 Ix -2 x,14 c Auc ` W74 SCREWS 121 TyPE 5-12 PAN HD. 18 &HUGE ,1[ CLOSURE . 4TTAGH To RUNNER w7 12" -TyPE 5-12 F) -,N HE.aD SGCZEVVS @ 4" o.c. INSTALL. PF -FR MANU(=ACTURER'S � INET RUGTipN.S- ''.A•RMSTRaNG" 18 GAGS RUNNER- i ExCELON SIDT STATIC D1551RA7IYE ATTACH STUDS To VIN�'L CoMPosiT1ON TILE RUN NE R WW1 I - '2" TyPE COLOR= 51 � 51 ARMOR GRA-/ S-12 SCREW IN EA, 3b.5E; ARN�STRoN G 212" I-41GN FLANGE-. fal Cc-�1-aR : 13o A Rc14IT ECTURAL vYH ITI- tt 3 tt 1 11 I � BEARING F�. 14 >< 18x 5 2 �V_ The attachment of signs, awn- KEYED NOTES Ings, or other similar appond• ages 10 buildings is compatible B. Structural slec with Dryvit construction. To in- 46. Blocking os re sure satisfactory performance of both the Dryvit System and at. tachments it Is essential that all components of the Dfyvit Sys- tem be specifically designed. detailed, and ongineereelo accommodote anticipated loadings applied to the System by the attachments. Additional. Iy, ottachmonls must be de- signed. detailed. and engl- neeted in a manner that Precludes any movement by the attachment or system pene. trations that could potentially damage the Dryvil System through impact or dynamic movement. The example itlus- troted utilizes solid steel stud blocking welded to adjacent studs behind attachments as a means of connection. Attach- ments are bockfaslened to the steel blocking which subse• quentty transfers boding to the adjacent steel studs. A back• up rod and Dryvlt-compatible sealant are Installed around actual penelrallons through the System to avoid potential wester of moisture penetration. I 1 I 1 I 2- if 2' x 14 GA&E CLIP ANGLE @ EA- JC>I5T. USG JOIST WEPT STIFFENER. FASTEN 10 -�- J O 15T W J (1) 11, T -/PE 5-12 &UGL.E H Eo -D _SCR Ws. N -r ANCHOR 5OLT LOCATIONS OWL-/, aC_ I 0. SAW- CUT C SJ ANGHoR EoL--r 1211 cp @ 4'-o p.c. THRU ff>oL-T CONG- 112" OLMSIDE FERIA&Ei.R 1 W7 14",, 3",<3" &EARING Pi&T E e SL,&5. AT JOIST USE I=L-00PZ FRAMII40 - APPLY A � HILrI HVA 1-2" 4> HAS STD. ANCHOR EMBED 44; GEAL.-.6.NT 3EAD GoMPATl I1L __ \t,q ;- _LL) I D &f" I"LI EP WAT1=R - PROOFIKG� @6AScoFTH� Detail TLE �cKE R Son �I� Z 3 Scale:3"=1'-0" Detail Detail @. Door Threshold Sca1e:3"=1'-0" Appendage Attachments/ Light Gauge Framing Exisr1NG INSULATING CONC. a 0 to vRATF_ c -)38F -AL I RESH OLD HALER SOI S -AL- r FLOOR TI LE CCI -T; SE.aL&Nl JT: LICHT GAGE METAL FRAMING NOTES MATERIALS All studs and/or joist and accessories shall be of the type, Complete, uniform and level bearing support shall be provided for size, gauge and spacing shown on the drawings and shall be the bottom runner and floor joists. CONTI NL0US 18 GAUGE. RUNNER - II Abutting lengths of runner shall each be securely anchored to a All structural members shall be designed in accordance with common structural element and spliced as shown on the drawings. ATTACH To STOVS \,&q 1— 12" TyPE Design of Cold-Formed.Steel Structural Members," 1980 edition. 5-12 SGREW IN EA. FLANGE . SPLICE of both upper and lower runners. All framing members shall be formed from corrosion -resistant Ac�.oRDING To DELHI L . 2 " [" IRuNNER SPLICE. 3 Detail 2 ksi for CR -runners. Scale:3"=1'-0" Temporary bracing, where required, shall be. provided until All framing members shall be formed from steel having a G-60 21 n 14 Gj'I � 12 Resistance to bending and rotation about the minor axis shall be FABRICATION INSTALL. PF -FR MANU(=ACTURER'S � INET RUGTipN.S- ''.A•RMSTRaNG" 18 GAGS RUNNER- i ExCELON SIDT STATIC D1551RA7IYE ATTACH STUDS To VIN�'L CoMPosiT1ON TILE RUN NE R WW1 I - '2" TyPE COLOR= 51 � 51 ARMOR GRA-/ S-12 SCREW IN EA, 3b.5E; ARN�STRoN G 212" I-41GN FLANGE-. fal Cc-�1-aR : 13o A Rc14IT ECTURAL vYH ITI- tt 3 tt 1 11 I � BEARING F�. 14 >< 18x 5 2 �V_ The attachment of signs, awn- KEYED NOTES Ings, or other similar appond• ages 10 buildings is compatible B. Structural slec with Dryvit construction. To in- 46. Blocking os re sure satisfactory performance of both the Dryvit System and at. tachments it Is essential that all components of the Dfyvit Sys- tem be specifically designed. detailed, and ongineereelo accommodote anticipated loadings applied to the System by the attachments. Additional. Iy, ottachmonls must be de- signed. detailed. and engl- neeted in a manner that Precludes any movement by the attachment or system pene. trations that could potentially damage the Dryvil System through impact or dynamic movement. The example itlus- troted utilizes solid steel stud blocking welded to adjacent studs behind attachments as a means of connection. Attach- ments are bockfaslened to the steel blocking which subse• quentty transfers boding to the adjacent steel studs. A back• up rod and Dryvlt-compatible sealant are Installed around actual penelrallons through the System to avoid potential wester of moisture penetration. I 1 I 1 I 2- if 2' x 14 GA&E CLIP ANGLE @ EA- JC>I5T. USG JOIST WEPT STIFFENER. FASTEN 10 -�- J O 15T W J (1) 11, T -/PE 5-12 &UGL.E H Eo -D _SCR Ws. N -r ANCHOR 5OLT LOCATIONS OWL-/, aC_ I 0. SAW- CUT C SJ ANGHoR EoL--r 1211 cp @ 4'-o p.c. THRU ff>oL-T CONG- 112" OLMSIDE FERIA&Ei.R 1 W7 14",, 3",<3" &EARING Pi&T E e SL,&5. AT JOIST USE I=L-00PZ FRAMII40 - APPLY A � HILrI HVA 1-2" 4> HAS STD. ANCHOR EMBED 44; GEAL.-.6.NT 3EAD GoMPATl I1L __ \t,q ;- _LL) I D &f" I"LI EP WAT1=R - PROOFIKG� @6AScoFTH� Detail TLE �cKE R Son �I� Z 3 Scale:3"=1'-0" Detail Detail @. Door Threshold Sca1e:3"=1'-0" Appendage Attachments/ Light Gauge Framing Exisr1NG INSULATING CONC. a 0 to vRATF_ c -)38F -AL I RESH OLD HALER SOI S -AL- r FLOOR TI LE CCI -T; SE.aL&Nl JT: LICHT GAGE METAL FRAMING NOTES MATERIALS All studs and/or joist and accessories shall be of the type, Complete, uniform and level bearing support shall be provided for size, gauge and spacing shown on the drawings and shall be the bottom runner and floor joists. manufactured by United States Gypsum Company or equivalent. BRACING P 31-o" o•C. Abutting lengths of runner shall each be securely anchored to a All structural members shall be designed in accordance with common structural element and spliced as shown on the drawings. American Iron and Steel Institute (AISI) "Specification For the Design of Cold-Formed.Steel Structural Members," 1980 edition. Studs shall be plumbed, aligned and securely attached to flanges ATTACHED W] 1I5/l,' S-12 PILOT of both upper and lower runners. All framing members shall be formed from corrosion -resistant steel, corresponding to the requirements of ASTM A446, with a Framing of wall openings shall Include headers and supporting minimud yield strength of 40 ksi for SJ and CS style studs, 33 studs as per manufacturer's typical details. ksi for CR -runners. QED P 81, o.c. W7115 " S _ 12 Temporary bracing, where required, shall be. provided until All framing members shall be formed from steel having a G-60 erection is completed. galvanized coating, meeting ASTM A525 and C955. Resistance to bending and rotation about the minor axis shall be FABRICATION provided by sheathing and bracing as shown on the drawings. Prior to fabrication of framing, the contractor shall submit Diagonally braced stud walls, as indicated on the drawings shall fabrication and erection drawings to the architect to obtain be provided at locations designated as "Shear Walls" for frame approval. stability and lateral load resistance. Additional studs, when necessary, shall be positioned as indicated on drawings to resist Prefabricated panels shall be square, with components attached in the vertical components. a manner as to prevent racking and to minimize distortion while lifting. Splices in studs shall not be permitted. All framing components shall be cut squarely for attachment to ERECTION perpendicular members, or, as required, for an angular fit against abutting members. Uniform and level joist bearing shall be provided at support by means of shims and/or non -settling grout. Axially loaded studs shall be installed in a manner which will assure that their ends are positioned against the inside of Joists shall be located directly over bearing studs or a load runner web prior to fastening. distribution member shall be provided at the top of the bearing wall. Insulation equal.to that specified elsewhere shall be provided in all doubled jamb studs and doubled headers not accessible to Joist bridging shall be provided where indicated on the drawings. Insulation contractors. End blocking shall be provided where joist ends are not otherwise Fastening of components shall be with self -drilling screws or restrained from rotation. welding. Screws shall be of sufficient size to insure the strength of the connection. Wire tying of components shall not be permitted. All welds shall be touched up with a zinc -rich DESIGN CRITERIA paint. Building Code: Standard Building Code 1988 edition. EXECUTION Roof Live Load: 20 psf Runners shall be securely anchored to the supporting structure as Floor Live Load (equipment and personnel): 60 psf shown on the drawings. Design Basic Wind Speed: 100 mph ME-iAL DECK - 11211 THK, 22 GAUGE/ GALY It AIDE 8113, ATTACH ToJol5-CS W7 12 5-12 PAN HD. @ (o" O,C. FASTEN SIDE LAPS -roGE-iHER @ MIC) SPAN W/ SCREWS. — FooF INSU LAT ION TO A\/ERAGF- MIN. 5 - PLy BUI LT -UP FICO F 0.11/ F_ R la' PER FrnoT TAPERS b I N s U LA.TI a tJ �tEcURE Ly FASTENED TO METAL pEc< To MEET -L-c)o WIND STANE&.RpS. f SIDE 2 DtECuTED COPIES OF vuA•RRAN T -f cco"/ER11,4G INSUL"S•T1ON/ RCOFN\E,v\s NE AND t=L.ASHING FOR 10 YEARS. 3AT T INSULP.TION G" STUDS Ca 1G" o,C. USG GO SU20 20 GAUGE oR E4u IvALENT. BRACING P 31-o" o•C. MAX- PER WALL 5R.&CING D ETA I L a 121 VINYL FACED PLyWoor� ATTACHED W] 1I5/l,' S-12 PILOT 11 FONT SGF2EWS :5P4,::, -ED @ 12 0. c, 12x l2rt vCT ON 2- LAyERs of 3q." STRUGZ-U R�. L I P LyWOO D GFzoSS STAC-,65,EF2-a0, Gt-•USD QED P 81, o.c. W7115 " S _ 12 Nit P I LOT fo I NT Sc R IEWS Building Cross Section Sca1e:3/4"=1'-0" a U • GRoOT BELOW JOISTS TO OBTAIN CONTINUOUS E.5EARINCG.. (T -/P) AFTER lREMO,/AL OFTNE INSUL.AI'IN G CONGRETE, 4PFLy a ONE -PART BITUMEN-Mo0lFIED PoLYURETi-•1A.NE �VaL To TTREMCO -1 REMFRGCF-- GO - INSTaL_L PER ,�aNu FAG7-URER`S I N S7QL1cTI oN�_ a U RICHARD MAr1r ,--V-t Z DESIGN ASSOCIATES 4071869-5588 974 Douglas Avenue Suite 100 Altamonte Springs, Florida 32714 Architecture Planning Research REVISED s� s SHEET NO. 3 SHEET TITLE IJ a 6BA CLEVELAND - R (102 r, nfert Pretnell Aeftt)O1v(vn n1ei-himl F.rigineure 890 The Arcade Clovelarid. ON() 44114 710/241.707E Fax 2 16/2-11.4$34 `,is kkiO.loy, PitrinEylva'a A.IFf9ont8 SpringF,, Florid{i btAign of $11Umurej'l Rulldlne FFzilmc >Gnolysic April 8, 1991 Mr. G ry �.inri 3011ciing f1`firial r;it.y of Sanford Jianford, Florida Rei`: tdr,Ca.w CoRxnunications Inc. Equipment: Shelter First Federal Savings and Loan 31.2 Pratt lst: St.reat Sanford, Florid& Dear Mr. Winn: We have reviewed the capacity of the roof frarnlrlg lir) sI)PpCart the additiorla.I dead, live &nd wind loads in accordance with the Standard Build -Ing Code, I986 cdit.ion, Imposed by the new nquflrnerit building. The equipment buildinv vias plan dimensions 12'-G" Y 28'-611 orient(, -d vZ,Jth the long dimension along the eal:t/west. The building is 11'-611 tall. 'The building is ArlproOfflately rnntgred ovor column R-2 3G rhojh 4h rh(- IS "Building Plan". The equipment building has been designed for a 110 aiph wind load, a 20 ps f roof live Toad and a CC pf personnel and equipment floor load. The existing structure has been verified to be sufficient to support these �uperimposed loads. Please gall W if YOU have; any i tla:,-stions. Sincerely, Clirda L, Cjbulskas, P. F, Vice 1 Prn,.idr_ni. c/Richard fIatz, A.,I I.A. _K T .Y IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARS OWNED BY, AND THE PROPERTY OF, RICHARD MATZ DESIGN ASSOCIATES, INC., ARCHITECTS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USA ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF THIt IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR RICHARD MATZ DESIGN ASSOCIATES, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE BEFORE PROCEEDING WITH FABRICATION. 16-2 16-3 16-6 N 16-7 16-8 16-9 SERVICE RATING 208Y/1 20V, 200A 3PH, MCB ,A, J I (BION I I i I 10,000 SURFACE IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARS OWNED BY, AND THE PROPERTY OF, RICHARD MATZ DESIGN ASSOCIATES, INC., ARCHITECTS AND WERE CREATED, EVOLVED AND DEVELOPED FOR USA ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT, NONE OF THIt IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR RICHARD MATZ DESIGN ASSOCIATES, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE BEFORE PROCEEDING WITH FABRICATION. 16-2 16-3 16-6 N 16-7 16-8 16-9 ®l®� - NOTES 16 : APPLY TO THIS DRAWING ONLY COMMUNICATIONS 1 SHELTER (NOT FOR CUTLER -HAMMER -1 20OA, 240V, 3 POLE MANUAL TRANSFER SWITCH. CUTLER -HAMMER HUMAN HABITATION). #DT324UGB #DT324UGB. I 200A, 240V NORM PANEL "A" -2 PANEL "A", 208Y/12OV, 3PH, 4W, 200A MCB. CUTLER -HAMMER I 3 -POLE MANUAL 208Y/120V, #PB424CIC2251NB W/PB48BX BOX. TRANSFER GEN 3PH, 4W -3 EXTERIOR LIGHT WITH PHOTOCELL, KENALL "& DAYTON #3636 & 2E387. SWITCH 200A MCB -4 DOWN TO ANSUL FIRE SUPPRESSION SYSTEM BY OTHERS. -5 HALON'STROBE LIGHT WITH WEATHERPROOF BOX, CHEMTRONICS #7 -010 - ROOF 0309. CUTLER -HAMMER -� #PB424CC2251 NB w/PB48BX BOX; -6 DOWN TO ALARM TERMINATION BOARD BY OTHERS. 4#4/0,#6G,2-1/2:' C 4 0.2-1 2"C x 7 DOWN TO ANSUL/HALON SYSTEMS BY OTHERS. -8 FLUORESCENT LIGHT FIXTURE, 120V, 2-40W'TUBES. BENJAMIN -CA- EXTERIOR FACE OF 2224-4,TYPICAL OF (8) . H EXISTING. BUILDING , EXTERIOR FACE OF -9 DUPLEX RECEPTACLE, ARROW -HART 4CR2 O1. TYPICAL OF (5) . ^ CUTLER -HAMMER EXISTING BUILDING #324NRK -10 IONIZATION DETECTOR, ANSUL -75852 AND PHOTO -ELECTRIC SMOKE DETECTOR, ANSUL 1#75853. INSTALL NEW METER O PER ALL POWER CO.O NEW 200A, -11 CONNECT A/C UNITS 41 & #2 TO CIRCUITS INDICATED IN PANELBOARD REQUIREMENTS. 3P, 240V SCHEDULE, 248, -10G, 1"C EACH. ! NEW V FUSED D.SW. METER FUSED ® 200A, 4P, 4W 00A APPLETON AJA20044-250 -12 CONNECT CONDENSING UNITS CU- & CU - 2 LPN # 1 2 TO CIRCUITS INDICATED IN I � NEMA 3R PANELBOARD SCHEDULE, 2#10, -l0G, 3/4"C ,EACH ,,...y S.E. LABEL REQUIRED -13 (1)TP4,16 AWG, 1/2"C FROM HALON/ANSUL FIRE SUPPRESSION SYSTEM EXS'T UTILITY CO. ALARM OUTPUT CONTACTS DOWN TO EXISTING FIRE ALARM CONTROL PAD MOUNTED PANEL IN 6TH FLOOR MECH/ELEC. ROOM. INSURE TIE-IN TO EXISTING TRANSFORMER BUILDING FIRE ALARM SYSTEM IS FOR ANNUNCIATION ONLY AND DOES #2,3/4"C NOT SET OFF FIRE SPRINKLER SYSTEM. COORDINATE ALL WORK WITH EXISTING SYSTEM MANUFACTURER. DO NOT ATTEMPT ANY CONNECTIONS GRADE WITHOUT MANUFACTURER'S REPRESENTATIVE PRESENT. � O � .� -14 EXISTING UTILITY CO. PAD MOUNTED TRANSFORMER. THOROUGHLY 414/0,2-1/2- C COORDINATE ALL INSTALLATION REQUIREMENTS WITH POWER CO. PRIOR ' TO CONSTRUCTION. , 3/4" X 10'-0- BLDG. STEEL -15 NEW 4#4/0, 2-1/2"C. SEE POWER RISER THIS SHEET. COPPERWELD GROUND ROD -16 NEW METER. SEE POWER RISER THIS SHEET. 17 NEW 200A 3P FUSED DISCONNECT _ - CT SWITCH. SEE POWER RISER THIS SHEET. ELECTRICAL POWER RISER -18 NEW 4 -POLE, 4 WIRE 200A RECEPTACLE FOR CONNECTION OF PORTABLE NTS GENERATOR BY OTHERS. SEE POWER RISER DIAGRAM THIS SHEET. 1 LJ . -19 NEW 4#4/0,#6G,2 -1/2"C FROM 200/3 DISCONNECT BELOW TO MANUAL TRANS FER-SWI-T-CH.S-EE POWER RISER THIS SHEET. PROV2DE AND r INSTALL UNISTRUT CHANNEL, CONDUIT STRAPS AND BLOCKING ON ROOF A EVERY 8'0" FOR CONDUIT SUPPORT CONDUIT IS TO BE 3" MIN. OFF r \ ROOF DECK. . ELECTRICAL GENERAL REQUIREMENTS �. J -20 NEW 4,#4/0,2-1/2"C FROM MANUAL TRANSFER SWITCH TO 200A RECEPTACLE BELOW. SEE POWER RISER THIS SHEET. PROVIDE AND 1. DO ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND INSTALL UNISTRUT CHANNEL, CONDUIT STRAPS AND BLOCKING ON ROOF ORDINANCES, THE STANDARD BUILDING CODE AND THE REGULATIONS OF EVERY 8'0" FOR CONDUIT SUPPORT. CONDUIT IS TO BE 3" MIN. OFF .THE LOCAL UTILITY COMPANIES. OBTAIN AND PAY FOR ANY AND ALL ..._.REQUIRED PERMITS, INSPECTIONS, CERTIFICATES OF INSPECTIONS. ROOF DECK. 2.' M"COOPERATE WITH OTHER TRADES AND CONTRACTORS AT JOB. PERFORM -21 NEW 24" LIGHTNING PROTECTION BAYONETS, TYPICAL OF (3). PROPERLY SPACE AND SECURE TO ,.TOP OF 'STRUCTURE IN ACCORDANCE -;WORK IN SUCH MANNER AND AT SUCH TIMES AS NOT TO DELAY WORK OF ;OTHER TRADES. WITH NFPA-78. -22 NEW ROOF CONDUCTOR TO MATCH EXISTING SYSTEM CONDUCTOR TYPE AND j 3 OBTAIN MANUFACTURER'S DATA ON ALL EQUIPMENT, THE DIMENSIONS SIZE. 'OF WHICH MAY AFFECT INSTALLATION. USE THIS DATA TO COORDINATE PROPER SERVICE CHARACTERISTICS, ENTRY LOCATIONS, ETC., AND TO -23 TIE-IN NEW ROOF CONDUCTOR TO EXISTING BUILDING LIGHTNING INSURE MINIMUM CLEARANCES ARE MAINTAINED. PROTECTION SYSTEM, TYPICAL (2) PLACES. PROVIDE AND INSTALL 4. WORKMAN SHALL BE EXPERIENCED IN THEIR RESPECTIVE TRADE. ALL CONNECTORS, HARDWARE, ETC. AS NEEDED FOR COMPLETE I INSTALLATION. ENTIRE SYSTEM SHALL MEET REQUIREMENTS OF NFPA- `WORKMANSHIP OF"INSTALLED WORK SHALL BE FIRST CLASS AND WILL BE SO JUDGED. SUBSTANDARD WORK SHALL BE REMOVED AND REPLACED 78 AND SHALL CARRY "MASTER LABEL". AT CONTRACTOR'S EXPENSE. r 5. CONTRACTOR SHALL AND DOES HEREBY WARRANT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION TO BE FREE FROM DEFECTS AND TO FUNCTION OR OPERATE SATISFACTORILY FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK, AND THAT ANY ITEMS NOT MEETING THIS REQUIREMENT WILL BE MADE GOOD BY HIM WITHOUT ANY ,COST ,TO THE OWNER. 6. PROVIDE ONLY NEW, STANDARD FIRST -GRADE MATERIALS THROUGHOUT, CONFORMING TO STANDARDS ESTABLISHED BY UNDERWRITER'S INC., AND SO MARKED AND LABELED, TOGETHER WITH MANUFACTURER'S BRAND OR TRADEMARK. ALL LIKE ITEMS SHALL BE OF ONE MANUFACTURER. 7. ALL WORK SHALL BE EXECUTED IN A MANNER THAT SHALL PRESENT A NEAT APPEARANCE UPON COMPLETION. CARE SHALL BE EXERCISED THAT ALL ITEMS ARE PLUMB, STRAIGHT AND LEVEL. S. UPON COMPLETION OF WORK, ALL SYSTEMS SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PERFECT WORKING CONDITION IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS. 9. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. NO CHANGE ORDERS WILL BE ISSUED FOR CONDITIONS. THAT WERE BROUGHT TO THE OWNERS ATTENTION BEFORE SUBMITTING THE BID. 10. NO SUBSTITUTIONS WILL BE ALLOWED. ALL MATERIAL AND EQUIPMENT MUST BE OF THE SAME QUALITY AND MANUFACTURER AS THE EXISTING. 11. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE BUILDING MANAGEMENT ANY UTILITY OUTAGES OR DISRUPTION OF SERVICE TO OTHER TENANT SPACES AND SCHEDULE HIS WORK ACCORDINGLY 12. ANY WALLS, CEILINGS, EQUIPMENT, ETC., DAMAGED BY THE CONTRACTOR IN CONSTRUCTION OF THIS PROJECT SHALL BE REPAIRED, RESTORED AND/OR REPLACED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION, OR TO PERFORM ITS INTENDED FUNCTION,` AT NO ADDITIONAL COST TO OWNER. (PANEL A LOCATION COMM. SHELTER ON ROOF SERVICE RATING 208Y/1 20V, 200A 3PH, MCB ,A, J I (BION I I i I 10,000 SURFACE LOAD DESCRIPTION I ( I T I BKR POLES J KVA B o- -�J} J I � CKT. NO. I ) I i i O I I I - PE j D J KVA B C BKR I AC#I I AC # 2 TRIP POLES A/C 11 35 2 2.84 ®l®� - NOTES 16 : APPLY TO THIS DRAWING ONLY COMMUNICATIONS 1 SHELTER (NOT FOR CUTLER -HAMMER -1 20OA, 240V, 3 POLE MANUAL TRANSFER SWITCH. CUTLER -HAMMER HUMAN HABITATION). #DT324UGB #DT324UGB. I 200A, 240V NORM PANEL "A" -2 PANEL "A", 208Y/12OV, 3PH, 4W, 200A MCB. CUTLER -HAMMER I 3 -POLE MANUAL 208Y/120V, #PB424CIC2251NB W/PB48BX BOX. TRANSFER GEN 3PH, 4W -3 EXTERIOR LIGHT WITH PHOTOCELL, KENALL "& DAYTON #3636 & 2E387. SWITCH 200A MCB -4 DOWN TO ANSUL FIRE SUPPRESSION SYSTEM BY OTHERS. -5 HALON'STROBE LIGHT WITH WEATHERPROOF BOX, CHEMTRONICS #7 -010 - ROOF 0309. CUTLER -HAMMER -� #PB424CC2251 NB w/PB48BX BOX; -6 DOWN TO ALARM TERMINATION BOARD BY OTHERS. 4#4/0,#6G,2-1/2:' C 4 0.2-1 2"C x 7 DOWN TO ANSUL/HALON SYSTEMS BY OTHERS. -8 FLUORESCENT LIGHT FIXTURE, 120V, 2-40W'TUBES. BENJAMIN -CA- EXTERIOR FACE OF 2224-4,TYPICAL OF (8) . H EXISTING. BUILDING , EXTERIOR FACE OF -9 DUPLEX RECEPTACLE, ARROW -HART 4CR2 O1. TYPICAL OF (5) . ^ CUTLER -HAMMER EXISTING BUILDING #324NRK -10 IONIZATION DETECTOR, ANSUL -75852 AND PHOTO -ELECTRIC SMOKE DETECTOR, ANSUL 1#75853. INSTALL NEW METER O PER ALL POWER CO.O NEW 200A, -11 CONNECT A/C UNITS 41 & #2 TO CIRCUITS INDICATED IN PANELBOARD REQUIREMENTS. 3P, 240V SCHEDULE, 248, -10G, 1"C EACH. ! NEW V FUSED D.SW. METER FUSED ® 200A, 4P, 4W 00A APPLETON AJA20044-250 -12 CONNECT CONDENSING UNITS CU- & CU - 2 LPN # 1 2 TO CIRCUITS INDICATED IN I � NEMA 3R PANELBOARD SCHEDULE, 2#10, -l0G, 3/4"C ,EACH ,,...y S.E. LABEL REQUIRED -13 (1)TP4,16 AWG, 1/2"C FROM HALON/ANSUL FIRE SUPPRESSION SYSTEM EXS'T UTILITY CO. ALARM OUTPUT CONTACTS DOWN TO EXISTING FIRE ALARM CONTROL PAD MOUNTED PANEL IN 6TH FLOOR MECH/ELEC. ROOM. INSURE TIE-IN TO EXISTING TRANSFORMER BUILDING FIRE ALARM SYSTEM IS FOR ANNUNCIATION ONLY AND DOES #2,3/4"C NOT SET OFF FIRE SPRINKLER SYSTEM. COORDINATE ALL WORK WITH EXISTING SYSTEM MANUFACTURER. DO NOT ATTEMPT ANY CONNECTIONS GRADE WITHOUT MANUFACTURER'S REPRESENTATIVE PRESENT. � O � .� -14 EXISTING UTILITY CO. PAD MOUNTED TRANSFORMER. THOROUGHLY 414/0,2-1/2- C COORDINATE ALL INSTALLATION REQUIREMENTS WITH POWER CO. PRIOR ' TO CONSTRUCTION. , 3/4" X 10'-0- BLDG. STEEL -15 NEW 4#4/0, 2-1/2"C. SEE POWER RISER THIS SHEET. COPPERWELD GROUND ROD -16 NEW METER. SEE POWER RISER THIS SHEET. 17 NEW 200A 3P FUSED DISCONNECT _ - CT SWITCH. SEE POWER RISER THIS SHEET. ELECTRICAL POWER RISER -18 NEW 4 -POLE, 4 WIRE 200A RECEPTACLE FOR CONNECTION OF PORTABLE NTS GENERATOR BY OTHERS. SEE POWER RISER DIAGRAM THIS SHEET. 1 LJ . -19 NEW 4#4/0,#6G,2 -1/2"C FROM 200/3 DISCONNECT BELOW TO MANUAL TRANS FER-SWI-T-CH.S-EE POWER RISER THIS SHEET. PROV2DE AND r INSTALL UNISTRUT CHANNEL, CONDUIT STRAPS AND BLOCKING ON ROOF A EVERY 8'0" FOR CONDUIT SUPPORT CONDUIT IS TO BE 3" MIN. OFF r \ ROOF DECK. . ELECTRICAL GENERAL REQUIREMENTS �. J -20 NEW 4,#4/0,2-1/2"C FROM MANUAL TRANSFER SWITCH TO 200A RECEPTACLE BELOW. SEE POWER RISER THIS SHEET. PROVIDE AND 1. DO ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND INSTALL UNISTRUT CHANNEL, CONDUIT STRAPS AND BLOCKING ON ROOF ORDINANCES, THE STANDARD BUILDING CODE AND THE REGULATIONS OF EVERY 8'0" FOR CONDUIT SUPPORT. CONDUIT IS TO BE 3" MIN. OFF .THE LOCAL UTILITY COMPANIES. OBTAIN AND PAY FOR ANY AND ALL ..._.REQUIRED PERMITS, INSPECTIONS, CERTIFICATES OF INSPECTIONS. ROOF DECK. 2.' M"COOPERATE WITH OTHER TRADES AND CONTRACTORS AT JOB. PERFORM -21 NEW 24" LIGHTNING PROTECTION BAYONETS, TYPICAL OF (3). PROPERLY SPACE AND SECURE TO ,.TOP OF 'STRUCTURE IN ACCORDANCE -;WORK IN SUCH MANNER AND AT SUCH TIMES AS NOT TO DELAY WORK OF ;OTHER TRADES. WITH NFPA-78. -22 NEW ROOF CONDUCTOR TO MATCH EXISTING SYSTEM CONDUCTOR TYPE AND j 3 OBTAIN MANUFACTURER'S DATA ON ALL EQUIPMENT, THE DIMENSIONS SIZE. 'OF WHICH MAY AFFECT INSTALLATION. USE THIS DATA TO COORDINATE PROPER SERVICE CHARACTERISTICS, ENTRY LOCATIONS, ETC., AND TO -23 TIE-IN NEW ROOF CONDUCTOR TO EXISTING BUILDING LIGHTNING INSURE MINIMUM CLEARANCES ARE MAINTAINED. PROTECTION SYSTEM, TYPICAL (2) PLACES. PROVIDE AND INSTALL 4. WORKMAN SHALL BE EXPERIENCED IN THEIR RESPECTIVE TRADE. ALL CONNECTORS, HARDWARE, ETC. AS NEEDED FOR COMPLETE I INSTALLATION. ENTIRE SYSTEM SHALL MEET REQUIREMENTS OF NFPA- `WORKMANSHIP OF"INSTALLED WORK SHALL BE FIRST CLASS AND WILL BE SO JUDGED. SUBSTANDARD WORK SHALL BE REMOVED AND REPLACED 78 AND SHALL CARRY "MASTER LABEL". AT CONTRACTOR'S EXPENSE. r 5. CONTRACTOR SHALL AND DOES HEREBY WARRANT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION TO BE FREE FROM DEFECTS AND TO FUNCTION OR OPERATE SATISFACTORILY FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK, AND THAT ANY ITEMS NOT MEETING THIS REQUIREMENT WILL BE MADE GOOD BY HIM WITHOUT ANY ,COST ,TO THE OWNER. 6. PROVIDE ONLY NEW, STANDARD FIRST -GRADE MATERIALS THROUGHOUT, CONFORMING TO STANDARDS ESTABLISHED BY UNDERWRITER'S INC., AND SO MARKED AND LABELED, TOGETHER WITH MANUFACTURER'S BRAND OR TRADEMARK. ALL LIKE ITEMS SHALL BE OF ONE MANUFACTURER. 7. ALL WORK SHALL BE EXECUTED IN A MANNER THAT SHALL PRESENT A NEAT APPEARANCE UPON COMPLETION. CARE SHALL BE EXERCISED THAT ALL ITEMS ARE PLUMB, STRAIGHT AND LEVEL. S. UPON COMPLETION OF WORK, ALL SYSTEMS SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PERFECT WORKING CONDITION IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS. 9. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. NO CHANGE ORDERS WILL BE ISSUED FOR CONDITIONS. THAT WERE BROUGHT TO THE OWNERS ATTENTION BEFORE SUBMITTING THE BID. 10. NO SUBSTITUTIONS WILL BE ALLOWED. ALL MATERIAL AND EQUIPMENT MUST BE OF THE SAME QUALITY AND MANUFACTURER AS THE EXISTING. 11. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE BUILDING MANAGEMENT ANY UTILITY OUTAGES OR DISRUPTION OF SERVICE TO OTHER TENANT SPACES AND SCHEDULE HIS WORK ACCORDINGLY 12. ANY WALLS, CEILINGS, EQUIPMENT, ETC., DAMAGED BY THE CONTRACTOR IN CONSTRUCTION OF THIS PROJECT SHALL BE REPAIRED, RESTORED AND/OR REPLACED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION, OR TO PERFORM ITS INTENDED FUNCTION,` AT NO ADDITIONAL COST TO OWNER. (PANEL A LOCATION COMM. SHELTER ON ROOF SERVICE RATING 208Y/1 20V, 200A 3PH, MCB 4W MINIMUM BREAKER AIC MOUNTING 10,000 SURFACE LOAD DESCRIPTION TRIP BKR POLES A KVA B C CKT. NO. A KVA B C BKR LOAD DESCRIPTION TRIP POLES A/C 11 35 2 2.84 1 2 2.84 35 2 A/C 12 2.84 3 4 2.84 Cu 11 * 40 2 2.04 5 6 2.04 40 2 CU #2 2.04 7 8 2.04 EXT do INT LGTS 20 1 .82 9 10 .54 20 1 RECEPTACLES HALON PANEL 15 1 .06 11 12 .54 20 1 RECEPTACLES RECTIFIER 30 2 1.55 13 14 .03 15 1 SCROLL FAN 1.55 15 16 1.55 30 2 RECTIFIER RECTIFIER 30 2 1.55 1718 1.55 1.55 19 20 1.55 30 2 RECTIFIER RECTIFIER 30 2 1.55 21 22 1.55 1.55 23 24 1.55 30 2 RECTIFIER RECTIFIER 30 2 1.55 25 26 1.55 1.55 27 28 1.55 30 2 RECTIFIER RECTIFIER 30 2 1.55 29 30 1.55 1.55 31 32 1.55 30 2 RECTIFIER RECTIFIER 30 2 1.55 33 34 1.55 1.55 351361 1.55 1 30 2 RECTIFIER SPARE 20 1 - 37138 1.5.5 SPARE 20 1 - 39140 - -20 1 SPARE SPARE 20 1 - 41142 - 20 1 SPARE TOTALS 11.08 9.86 8.3 >< 11.11 9.58 8.78 SERVES CONN. LOAD - KVA DF CALC. DEMAND - KVA NOTES: * USE HACR BREAKERS .RATED LIGHTING .82 1 .82 RECEPTACLES 1.17 1 1.17 A/C HEAT 11.36 1 11,36 A/C COOLING 8.16 RECTIFIERS 37.2 1 37.2 - TOTAL - 58.71 50.55 , - - '' . I .- , . . - " -, - ,,,, . I , . � - - 1: , , 7,�,, ., ,_, 77 i� "I' %"l:_'��,�� 11 ,. � ,. �� .1 ��.,;"-,�'.'��,,.��:,�"�',��,'�-.,��'�- ", - ":"":� -,,.':, ,� ; ��.",:, ", � �:., ') , "; �' �-: �__71 ..",-,,�,�'�,' 7 �,_ - e �,-�,, 1,7, � I ., � '. �_ ";- . 1, , � ! , ,14 ., , , � �,' , ,:��,� i-- , �, " , ,_ - . - , - � - , �',":�' t'� -, - ,j�', : "I % " " ., �. � .: � � . .7. � . . ". : , , . . ��,� �'.., :, ,, - -,�---_ ��,I,l ,� : , � � -'�,-1 !. r , i". ,4_,�,_�7�7_= I- ��: �- �,�,t�',�:,, � ,.""! �.,-,�"_�., r , �� , . r,�. 7.- - , ,,, � ,-'-w I �* , ,,��V. -:�r� -,."-,-�',_7-:,��,-,�- I - , ; � I � � il 11 I I . . I �---�,�'7!---- _,, �� '1_1-��, I '�, I-)- . � I 4-. , I I � , , .; . , , . � . Z_ , �, , � . � � 11 �. I ,,, , � I � ., , 1� , . � I I I dmill 1111111111�111111 III I 11 11 I 1111111111111111111111111ml I'llilillilillilililli'lill;lllllllllliI M11111111oll 111111111111111111,11111111111 pill 111111111111 Jill, allilill 1111 � Ill! III I i' - . I �, � 4, ALL IDEAS, DESIGNS. A"ANGMMITS AND PLANS INDICATED OR REPRESENTED BY Z :�- I I'll I 11, 1-1 � I . , I "� ,� , �a,, � I , , I I � I "' I 1�♦.77 : THIS: DRAWING, AREMM11Y. ANDTH9PROPMMOT. RICHARD MATZ- DESIGN I - I _ .- il 11 I 4 ,� 1 . ASSOCIATES., INC.. ARcHrrscm An wm, cmTED. vot.vo m DEV POR T NOES I i I I �. * � I I I � I 4- I I M OR, AM IN COMWITHn MON WTHE SPECIFIED PROJECT. NONE OT WE .1 . wi E� . ,- MBH 1 �. I IDEAS. DESIGNS. AMUNOMMM CM PLANS SRALL BE TISM BY ORDISCLOSED TO I ... LRA` -ANT PERSON. FIRM OR CORPORATION TM 111CRAM MATZ DESIGN ASSOCIATES. INC. - - . , ". I � . ,,� . � � I . I . ,. � I I 1 - . I I lq;, 1� - 1: wRrnm; DDmmmm cm TRESS unwrNm SHALL um mcmNm am scAm I x C14 . I .�q � I � I I - . ,� "I � . _'� I DTKW OM. CONTRACTORS SHAM VMtM AND BE RESPONSIBLE MR AM , :-1 , �' _'. o'' " ''. , , � I . I � , 11; , ' - 1� . . DIMNSIOM AND CMMONS C" THE JOB AM THIS OFFICE MM BE NMTM Or -,LA . �. '. ,,. .. , . I - I � I I I ,: . : - , � I 1 ,� I "I �_ �, ._,f, I I , . .ANY � VARIATION TMH THE DIMENSIONS -AND, CONDITIONS SEW BY TME �A.[, � -11 , '. . I.. -:, . MAW', . SHOP DETAILS KM It SUM11-MM TRIS 0MCS IM REVIEW YP H I PROCIRDM ON. IU1ACATI MODELO . D NO. O_I E� �. -IIntA I I 1. , AG-Y.:CU--.4 0 I , . I I � i � � � � � I I I I I- I� I I I T I 15-7 I I I , . I � . ".. '... �l I I I . . I � I I . ''. , , . � I . , I - I i . I I I I . " �n� I - - -, - "' I I . � . . I I I I � . 1�:., I I 1 , . I � . . • I I. I . I � �. . . , I . I I - I - I 15-5: . I . I 4 , - - � � A . I � , :1� I I .1 1. I . I I I I , 11 I I I . I I � . . , � � , l- _ I :-, , 1 j , . _ I - , .. , . � 11 I _ : ".. " : . I � I � - , . I . - � "'.., I I . I I I I I � - � I I , , - _ . 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I-,; I 1� ': , 1: .� 11 . 1, I .. . �I, � ,,r � ,- , I � : i - .' -,,, - I I I � . . , I Ir . r , vi" 0, � , �F_ - � --' % ,, . I - � I . . . � I . I . I I , � , z I � , �,, �. - I 11 1. ,:� � 11 _ _ .. . - � �," , a .: , r� � I I I I - 1, . r "t r I I . % . � , I - . , � --WORK� � . - �.. , ' 1� . I 1 _4, 'r , '! I , , ,NE -. , 1. 11" P�Vq, �CONDENSATE,��DRAIN ':'ROVTE�,20 � AREST ROOF DRAIN i IF ,,. . I � q , I I I . I .. 2 1 1 1L� I- .1. 1, ,-� I I. .OTHER TRADES.,,'.; I , . If- . _ � � . I . I I ,II I. Ij r . 1 . ; " OBTAIN MANUFACTURER DATA, ON ALL EQUIPMENT, THE DIMENSIONS 3 . I I . . I � - . 4 _SUPPLY',"Alk . � - - � I - . - 1, I I I I ; ��. I . � � . .-. . �11 1�7 I TITUS �,MODEL 17 ZFS.� ,� � - .... - �', . I . L I � I . . I I r, I 1. � - . � . . 1: . , ' , I � � I . t ,.., I �l , � - , I I . �,,.., ,.'..,r ', '' �l i - I I 1� ,� . _, , _� - �. � � . I 1.,: '. , I �� I �, �, - . .1 .i 1, , . t. I _� r �, " �. :"-; : ;�_ N � : :�,t , "': - I � � .. j I - . �•, . I - - - - -, __ I— � - i. - - _ - __ - - __ " : ___ - - . I . : ,11 . .. , . • , I .- ,. , � � I II -Z . . I �j I 1 , . :I1 I 1ll7 ,� 7 I I � I .- .. - j . I�- 1 . I -- - - - - I . I, I-- - WTES.-, .�I - � 11) -PROVIDECOMPLETE WITH FIELD FABRICATED SUPPLY PLENUM. SUPPLY DIFFUSER, RETURN ItRILLE, REFRI . PIPING SIZED PER MANUFACTURER RECOMMENDATION. I � � ID TWO STAGES OF. COOLING,' 'HIGH TEMP,,. LOW TEMP.-, -HIGH HUMIDITY AND ,LOW HUMIDITY ALARMS. I , - I I I I , . i , , I I , ., :�,W.�� f � %:� AA� -A : AA - �.0 - � !� , � .v AA W�A� � � � � ,��4� . ."N � J6 C3 I .1 I , I - ' ' ' , I I "I , I . , , I 1. � 1. .; � 1 4 i 1 I .M - ALARM 5 �l `0�1"AFF. � THERMOMETERS . ' r I I S., I I . OMETER9 AND�i�� . I I � � I . I . I I L CONTRACTOR SHALL AND DOES HEREBY WARRANT'A L MATERIALS AND p I , 'Ir . � I � . .� 11 I � AW � iff I I � I I , , - _ . I I I I 1, . �. � ��_ 1., F.��', , ... . .,�, I - : -, . . I , , 1_1 - - - .1 . -,,, �,,_ 11, , - .- �: _11., I 11 , I - __.. ��,� , r i'. � , . - . f L �EQUIPMENT FURNISHED UNDER THIS SECTION�'TO BE FREE��FROM DEFECTS I ; 1, I I - : �;�,, � �- . . ."_-_ . I -1 � - 1, , ,.,- , " ' � .- I - ' ' �.* SAT V,AD'� `bV:Ea;tLA,`P CONDENSING UNIT BY 6 11 ON ALL 4 P,!:'� 4" �COIMEN ' ,E',., I 4, - I - I I I � Id � I I . I . � I , I 1. I I � I I I I FINAL OF THE 'WORK, AND THAT ANY ITEMS NOT MEETING I � I , . � I 0 4-� . = THIS.QUIREMENT WILL BE MADE GOOD BY HIM WITHOUT ANY COST TO '�4iE 7 , .�. ., , � 'i-f I,-''"., I . I � " � / I . .- I I :, . . . ...... . . - I - . -11 I I � - � - - ; THE OWNER. I 11 I - " � , � I � 1. . . I I .1 �,, 1 6- 11 I . . . l_, I � , ". I � . � .� I , , , , 11 I �� I :,� ,. ,�� ',"'�, �, I I I ; i � I i ��,,�i , 1. 1. � __ , . , ,��' ,11 7�', - , I � "I", - I- I ' - I � � t� , I � � I I 1, - . � �: , , I � . I . I I . 1. I ,,, - , , , . 11 I i, I I �; I _,"', - w!---' I �. I- . __ . . � - I i I I �. * � I I I � I 4- I I I 11 C.) .1 . wi E� . I . .- I I .." - 11 TRADEMARK. ALL LIKE ITEMS SHALL BE OF ONE MANUFACTURER. . Iz 1� - - . , ". . ?,: I .1 �. � . . I . __. . 4' , � I - - . - � I . - � . . . I 1 .4 , � . . . . , -i -1 '. -1. - ,. � .. I - � � - - � . . . II . . I x C14 . I .�q .. I. ," _ I " 1 . . ALL,ITEMS`ARE'PLUMB, STRAIGHT AND LEVEL. . .I �I . ,- z-, •,. - ,. , , S. �l 1 _0 , � - , _ I - I , I - . � = i-I . -,OP . ASSOCIATES I '. I 9'.` 15-3 .. _14� - - - - - I - - -11 ID . .. I. 1- 1. I - ... 1. 1� C- I I � . '.., - - � , I . , I .1 �l - I '. . . I I � 1-. � I I . I - - .- �"ill . I � 1 � I I . - <� al � I �14 1 1 Sute 106 i I I Aftamonte 5Drings. Fiorxm 32714 _.I 1 � 10. . . 1 z.�;'6' � I . . T I . . I � . I "I . �'� . .1 I � . "I 21 �, _� I .. ,, I . . I � . . 0-� '. . BUILDING .MANAGEMENT ANY UTILITY OUTAGES OR DISRUPTION. 0F - I I /17 � .. j� I" REVISED . � I � � � - I ��. . I I � .... . I. ,;11- - I— -. .. I " . 1 1 k . .. I 1 _ OM. NO. .,. -12�,,�%"_i,g 1 ,,�,wA�- ClLD4G5..A�EQTPMENT#Fll`..._-TRTa*4l._.lDAMAGEj-BY-_ �`THEI"�L ,. ,. !,. , 2 . I . 11 P R O J MGR CONDITION,, -OR TO PERFORM ITS INTENDED FUNCTION, AT NO . I . I . ADD=ONAL'COSTTO OWNER. . �. // � , CONTRACTOR.. TEST, ADJUST AND BALANCE THE SYSTEM TO INSURE . .,7 I 11I;.11 .-1 D.PROPER AIR FLOW. � . . . �1K080 i . I . . � L-. . . I - I - - E�_ I . � . . . I - I . . I L I I , .� 1. I I L -.4 Z, . . k � I I Lm mt w An I - . � - . L . L , . , // � , , ,�.,. I �l - - ., .4 -" . ,,�� 1�; :-�` "" - � 1, � � - I --� - I - I , / / I � ,.��,-,.:� I , I . I I 1, " , , , . " !� ,,-l ; , I ��,_ I . I I . . . ,;i'i�:�', . � ll� . . �.. . . . . . I . I - � � I 1, I I " I I I . I � I I .1. I.. I.. I 1; 1. . , � I � " � I : � . I i - .t I I , L� A - - � _ , I .1 . ., I � .1 I I �"- ;�;..;� I � � I , . - I - I I I � , I � I " � . - , I 1 I _ _. 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DO, ALL WORK -IN COMPLIANCE,'V TH'ALL APPLICABLE CODES' LAWS AND � I I I . I � � . 11 � I , - r -, .., -, ;< . I � � . r . . � � I - , . � I 1. � I i 11 !'.,.`,-�--!_ ..,-� - , �', � - " , I 11 I .. I �; . I I I - '. , � ��,�:_ t� �4. _: :i",�: 4- :, ., '.l. ., I � , 11 ,-�, ,_,�:��?� ! �,�,� , �: , 1,; . � '�' . . ,�,�-,, ,�' �, �- !,__'l_,. . . ORDINANCES, THE 'STANDARD BUILDING CODE AND THE, REGULATIONS -;." . . I .. . . I -OF I � - - .� 11 ,� ,I, . . I . � I . � . . NTS, I -_ ,��,� . I I I I .1 � � , . , I - I . .1 . ,� � I I . �, - , , z, -, �- ,�, !� � ..� , : , . , , . ,. I -1 I . 1 � . I .UNIT, � ' '� , :i 11 � I . ` ��, ,�," 7 Z: �,; -,-,, OUTDOOR -CONDENSER,, T .,, , - . ' z ` . � .. �. . I I I I . I I - -1 11 I I � . . 4 - - � I THE LOCAL UTILITY COMPANIES' - OBTAIN � AND PAY -FOR ANY AND ALL . 11 -11 . .1 . I � r �.) . I I � . I I � - 1. 11 I _rl .. . I . . � . . I - , - -_ I � - r . ": I . �l i ,,- �'l .�� _ , -, . ,�, � Z�,,�.:' .. r� . ,; . � -, , -,��,i_,-_,,-' _'. . � . - . � -1 ,� ,� I '' I " I - � - �' � �:�, _:.� . �_ .'. .. � . 11 �, , Z,� I - � r .,' - o." 1, �, ... ,�� :1 I - -1 I . I -1 IlMb PERMIT , INSPECTIONS CERTIFICATES OF -INSPECTIONS. REQU S INSPECTIONS,_ r . I 1. I I - . . I., I , ,� � I . 1. I �) - I I , I . - I ,!- � I �71- . _- _Z _� I . . 1 � - I I -1RECOMMENDATION_.. 1 - ". � r 1-1` " 3, -` - REFRIGERANT. PIPING - SIZED PIPING, 111. - . . . I I 1, I I 11 I . L I 1 .�r �. . I-,; I 1� ': , 1: .� 11 . 1, I .. . �I, � ,,r � ,- , I � : i - .' -,,, - I I I � . . , I Ir . r , vi" 0, � , �F_ - � --' 2. COOPERATE WITH, OTHER. TRADES AND CONTRACTORS AT ,JOB,. 'WITH . - � I . . . � I . I . I I , � , z I � , �,, �. - I 11 1. ,:� � 11 _ _ .. . - � �," , a .: , r� � I I I I - 1, . r "t r I I . % . � , I - . , � --WORK� � . - �.. , ' 1� . I 1 _4, 'r , '! I , , ,NE -. , 1. 11" P�Vq, �CONDENSATE,��DRAIN ':'ROVTE�,20 � AREST ROOF DRAIN i IF ,,. � . � - . 1.I - � I IN SUCH MANNER AND AT SUCH TIMES AS NOT DELAY- I ."; . . SUCH, . I 1, ".:OF WORK � ' I � q , I I I . I .. 2 1 1 � , ,� , r .1 .t 11 � � � � � . , , . I , . � . , . . . � I . � � I 11 I I , , I ,-' . : " I � "", .. - .,:r � _ ,., � - .1, I - 1, � ,�% ,I . I I � I � . I I . .1 I . �%t � - I , 11 . ��ll 1". '' 1.� I . � I I , I I I ,�. . . I I- .1. 1, ,-� I I. .OTHER TRADES.,,'.; I ,- . , �' .. -.1. �l I I:_ , I � I - �_. I- I * '" ' ' : ' . � _ � '. � : , 5 1 .ELD` � GH DISCHARGE PLENUM COMPLETE �,',.PROVI]09, �'-FI` , FABRI-CALTOR,, 20,1" `�Hl DISCHARGE . _ � � . I . I I , � I - � . . . 1. , , 11 SUPPLY r "I � . I I I I I I . . ' it -- * ' DIFFUSER. SHALL BE lgltlxlS WITH:. -AIR,'DIFFUSER. DIFFUSER SUPPLY " OBTAIN MANUFACTURER DATA, ON ALL EQUIPMENT, THE DIMENSIONS 3 . I I . . I � � I I 4 _SUPPLY',"Alk . � - - � I - . - 1, I I I I ; ��. I . � � . .-. . �11 1�7 I TITUS �,MODEL 17 ZFS.� ,� � - .... - �', � I . I OF WHICH'MAY AFFECT INSTALLATION. USE THIS DATA., TO COORDINATE. I I .- � I I . L I � I . . I I r, I 1. � - . � . . 1: . , ' , I � � I . t ,.., I �l , � - , I I . �,,.., ,.'..,r ', '' �l i - I I 1� ,� . _, , _� - �. � � . I 1.,: '. , I �� I �, I � PROPER SERVICECHARACTERISTICS, ENTRY LOCATIONS, ETC., AND TO I . .1 .i 1, , . t. I _� r �, " �. :"-; : ;�_ N � : :�,t , "': - I � � .. j I - . �•, . I - - - - -, __ I— � - i. - - _ - __ - - __ " : ___ - - . I . I � � I I I I elkvCTTIDMI xq-rlkTlrlkqTTM n11`11711AIDIAXTt''va IAIDTP uATlkTr"lATvm""% : I , . i , , I I , ., :�,W.�� f � %:� AA� -A : AA - �.0 - � !� , � .v AA W�A� � � � � ,��4� . ."N � J6 C3 I .1 I , I - ' ' ' , I I "I , I . , , I 1. � 1. .; � 1 4 i 1 I .M - ALARM 5 �l `0�1"AFF. � THERMOMETERS . ' r I I S., I I . OMETER9 AND�i�� . I I � � I . I . I I L CONTRACTOR SHALL AND DOES HEREBY WARRANT'A L MATERIALS AND p I , 'Ir . � I � . .� 11 I � AW � iff I I � I I , , - _ . I I I I 1, . �. � ��_ 1., F.��', , ... . .,�, I - : -, . . I , , 1_1 - - - .1 . -,,, �,,_ 11, , - .- �: _11., I 11 , I - __.. ��,� , r i'. � , . - . f L �EQUIPMENT FURNISHED UNDER THIS SECTION�'TO BE FREE��FROM DEFECTS I ; 1, I I - : �;�,, � �- . . ."_-_ . I -1 � - 1, , ,.,- , " ' � .- I - ' ' �.* SAT V,AD'� `bV:Ea;tLA,`P CONDENSING UNIT BY 6 11 ON ALL 4 P,!:'� 4" �COIMEN ' ,E',., . 1. . I I TO ,FUNCTION OR OPERATE .SATISFACTORILY FOR ONE YEAR AFTER AND I � . 11 ... .. . � . , _ .. . ".. l.. . �V_ . 11 I _ I � I .1 ��;� "_ _� � - . , ; . - � . � �• . � SIDES-,. �,� . ,.., � -,:,.:��: I ,. . .1 I � I I I FINAL OF THE 'WORK, AND THAT ANY ITEMS NOT MEETING I � I , . � I I -1 � _; - �."' .. � I ---- I . I I - I 1 I , I V, , - . I � - _11, , - THIS.QUIREMENT WILL BE MADE GOOD BY HIM WITHOUT ANY COST TO '�4iE 7 , .�. ., , � 'i-f I,-''"., I . I � " � / I . .- I I :, . . . ...... . . - I - . -11 I I � - � - - ; THE OWNER. I 11 I - " � , � I � 1. . . I I .1 �,, 1 6- 11 I . PROVIDE ONLY ,NEW, STANDARD F'IRST-,GRADE MATERIALS THROUGHOUT, . I 1. .� � 11 I . .1 - I Ll � - I ' L ' . CONFORMING TO: STANDARDS I ESTABLISHED BY, UNDERWRITER I S INC. i AND - . - I . I I 11 � � 11 - .1 .1 . SO, MARKED AND LABELED, .TOGETHER ANI OR B� EI'RI WITH.. A'.N. D� �� 11 TRADEMARK. ALL LIKE ITEMS SHALL BE OF ONE MANUFACTURER. . Iz 1� � RICHAR 7. ALL: WORK SHALL BE EXECUTED IN A MANNER THATSHALL PRESENT A II . . � ll',S; I'lM.1I NEAT APPEARANCE UPONCOMPLETION. CARE SHALL BE EXERCISED THAT .. I. ," _ I " 1 . . ALL,ITEMS`ARE'PLUMB, STRAIGHT AND LEVEL. . .I �I . ,- z-, •,. - ,. , , S. �l 1 .UFACT.UR. .R UPON COMPLETION OF WORK, ALL SYSTEMS. SHALT, BE, TESTED', AND.. SHALT, ' BE �'SHOWN BE .IN PERFECT WORKING -CONDITION , IN I.. d . . _ DESI:GN,:,- A.- - " ACCORDANCE WITH THE INTENT THE DRAWINGS. � . � -,OP . ASSOCIATES I '. I 9'.` THE CONTRACTORSHALLVISITtHE SITE AND VERIFY ALL .I : 1 - NO CHANGE ORDERS WILL BE ISSUED FOR CONDITIONS. II , 407t8%Q-,;8�CONDITIONS " . WEREBROUGHT TO THEOWNERS ATTENTION SUBMITTING Ll _ 024 D*uglaA�enueTHAT, I, I .. THE- BID . I . 7 Sute 106 i I Aftamonte 5Drings. Fiorxm 32714 _.I 1 � 10. ",L c -1, . NO SUBSTITUTIONS WILL BE ALLOWED. ALL MATERIAL AND EQUIPMENT I Nrchlecture. Piannne f.e TY=AND:' MANUFACTURER AS SCHEDULED. .I R-�earcm I � ., . . � 11. , IT IS THE. CONTRACTORS,RESPONS1BILITY TO COORDINATE WITH THE ,.. . BUILDING .MANAGEMENT ANY UTILITY OUTAGES OR DISRUPTION. 0F OAT I I_I- SERVICE',TOLOTER TENANT -SPACES AND SCHEDULE HIS WORK 3-29-9[ � l ACCORDINGLY. " --. - -1. _ _. - I— � j� I" REVISED . I. ,;11- - I— -. .. I " . 1 1 k . .. I 1 _ OM. NO. .,. -12�,,�%"_i,g 1 ,,�,wA�- ClLD4G5..A�EQTPMENT#Fll`..._-TRTa*4l._.lDAMAGEj-BY-_ �`THEI"�L ,. ,. !,. , 2 . .. CONTRACTOR -IN CONSTRUCTION OF THIS PROJECT SHALL:'BE REPPkIRED, � . . RESTORED AND/OR REPLACED BY THE CONTRACTOR TO ITS ORIGINAL ' P R O J MGR CONDITION,, -OR TO PERFORM ITS INTENDED FUNCTION, AT NO . I I . A.K. i. . ADD=ONAL'COSTTO OWNER. . �. DRAWN.S :1 . 13. CONTRACTOR.. TEST, ADJUST AND BALANCE THE SYSTEM TO INSURE . .,7 I 11I;.11 .-1 D.PROPER AIR FLOW. � . . . �1K080 i . I . . � L-. . . I - I - - � , I SHEET N 0 ' � . I . � . . . I - I . . I L I I , .� 1. I I L I . . I .. . . k � I I Lm mt w An I - . � - . L . L , . L 1, :. , - . 11 I L, "� , L. I I . . I I I I I -__._--l--- .Altl, :, ��:L:'�':� . . I I I I I . % V� I �Lj k IV I I V,�j f - K V I I . i M/\ jIv(1 uo / - luul 'L � , ., � ". � I � L I I , r I . - L � � , , , , .� - I I , � �, . :'l . I - � L L� I I . . . . � I . I . . ��!""L I , I I I I � � "� , I 1, I I L . I I L L . I . ___ - � _ L , �� , , �,� ,;,, - ,:,, � � " :: 11 - f � . , ', , - . . ,.�,,��'L - Y��Z� , � : I � ., � , � .., � I , - I 11 . � : , , - ' I - ' ',�� . , '� ' L : . I L , I � . I . L � . 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