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HomeMy WebLinkAbout1701 WP Ball Blvd (new constr)CITY OF SANFORD PERMIT APPLICATION Permit # : QA ` ?--) Date: Job Address: �1�� VIP. 13 a 11 Sna la-ila r of - Tenant 6(Old Nd ✓.x Description of Work: Nev/ nnS1_rrjC't+�0h Historic District: Zoning: P P Value of Work: 5 La Permit Type: Building _k Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS T B D Addition/AlLeration Change of Service Temporary pole Mechanical: Residential Non -Residential Replacement New _1(Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines_ # of Gas Lines J. Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial ✓ Industrial Total Square Footage: 17,11 2 ! 5 Construction Type:- # of Stories: �{ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel k 32- 17- - 30 - ,741 - 0000 - 0020 (Attack Proof of Ownership & Legal Description) Owners Name & Address; NA P Saming2te MqrgeZa l (=- 10M /3 2 0 s7e (SO D.5 titre l l , AA 300 !;c6 Phone:._ 010k Contractor Name & Address: ;t n _ " T ���5 7 r r� !O U NG- �N��IKTI NYrZIK S2.19 A35L,iE k --M. � , &QE:S�> C State License Number: CY�C'C r'3 5.S L Phone & Fax: ' 70 - 522 -' 2-77;h7D Z -s 2.2 t2-7 3 Contact Person: B,win 15,"h 11* Phone: 7% Bonding Company: Address: Mortgage Lender. Address: Architect/Engineer: Phill+%2S Par7-ner34,+ 2 Pe. Phone: "0-3946-/616 Address: A= c, ,Ural Park i t l:. sTe 400- ATIanTa,; Gro 3obee Fa:: j170 - S& --131 ¢ Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate Permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require n? Florida Lim w, FS 713. -Signature of er/Agent jDaft SignabA of Contractor/Agent Date Owner/Agent is Personally Known to Me or ,_ Produced APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: 7- )--)- - a>, 1 M! XP RES,SS­11,4101V � I) 8849-, F( February 25, 2007 ;tor/Agent is -FatsQonrt� Ie _ Produced ID " - . 1 Zoning: . l' - UtilitiesVA 4 IZ! (fliltial (Initial & Date) (initial & Datej �irJAa� lIL �✓ tfU" ((, 60 MIL. FUL T.P.O. ROC COVERBO) INSULATIO 1-112" MTL STEEL BAF SEE STRU, STEEL BEI STRUCTUF CONT. 112 JOINT, TY CONCRE- STRUCTI, B A , I 1111, 4 — – – – -- – – – – I I WALL SECTION EA 4 44 SCALE: 314"=1'-0" 24'-0" A F. F. T.O. PARAPET 20'-3 112" AF. F• �, D.B.E. HEIGHT 0'-0' FIN. FLR. 2X FSLT WOOD BLOCKING 60 MIL FULLY ADI ROOFING MEAN 314" F.R.T PLYWC 8" MTL STUDS I@ 4" MTL. STUDS AA NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS -VERTICAL DEVIATIONS ARE NOT ACCEPTABLE GENERAL NOTE: SEE STRUCTURAL FOR BRACING & CONNECTIONS OF ALL CONCRETE TILT WALLS CORNICE DETAIL EA -4.4 SCALE: 1"=1'-0" 2x F.R.T. WOOD BLOCKING STEEL TUBE -SEE STRUCT. 16-T A.F.F. D.B.E. 16-1 112" AF.F. T.O. CMU WALL AK 13 SEE CIVIL DRAWINGS 0'-4" F_F.E. Z 2 LAYERS 3W F.R.T PLYWOOD 2X FRT WOOD BLOCKING MTL COPING 32-0" A.F.Fr. .O.PARAPET 8" MTL. STUD RUNNER 7/8" VENTED ALUM. DRIP SCREED - FRY REGLET DS-875-V-875 PPI 31W DIRECT ALED EFS ON AA MTL LATH & 40# FELT OVER 518" DENSGLASS GOLD SHEATHING 13 REFER TO WALL SECTIONS FOR WALL TYPE & EXT. B FINISH CONDITIONS 3 REAR WALL SECTION EA - 4.4 SCALE: 3/4"=1'-T AA 60 MIL FULLY ROOFING ME] 314' F.R.T PLY r MTL STUD CORNICE DETAIL EA 4.4 SCALE: 1,=1'-0" 45 MIL. FULLY ADHERED T.P.O. ON RIGID INSULATION (R-20 MIN.) OVER 1 112" MTL DECK. BAR JOIST, REFER TO STRUCTURAL DWG'S FOR SIZE AND SPACING 8"x8" DOWNSPOUT - SEE PLANS & ELEVS. CONCRETE TILT -WALL - SEE STRUCTURAL FOR PANEL INFORMATION DOWNSPOUT COVER GUARD, TYP. INTERIOR FURRING - 5/8" GYPSUM FINISH BOARD ON 1" Z CHANNELS @ 24" O.C. WITH RIGID INSULATION (R-5 MIN.) SPLASH BLOCK, TYP. CONT. 112" EXP. JOINT MAT'L. FINISHED FLOOR SLAB. -SEE STRUCTURAL ' + f < E CONCRETE FOUNDATION, SEE STRUCTURAL DWG'S. Am 2 LAYERS 314" F.R.T PLYWOOD 2X F.R.T WOOD BLOCKING MTL COPING VARIES h T.O. PARAP ET 318" DIRECT APPILED EFS ON Mn. LATH & 4(* FELT OVER A) 518" DENSGLASS GOLD SHEATHING ON W MTL. STUDS Q 16" O.C. 7/8" VENTED ALUM. DRIP SCREED -FRY REGLET DS -875-V-875 318" DIRECT APPLIED EFS ON 13 MTL. LATH & 40# FELT OVER 518" DENSGLASS GOLD SHEATHING ATTACHED TO 6" MTL. STUDS 16- O.C. 2x F.R.T. WOOD BLOCKING STEEL TUBE - SEE STRUCT, VARIES I D.B,E, VARIES T.O. WALL 0 co I I I 13 D i l I EDGE -OF -DOCK LEVELER - I MECHANICAL OPERATION PIONEER LOADING DOCK EQUIP., ED - ! SERIES - AVAILABLE THRU ALUMA TEK-PACIFIC - SEE SPECS , I � � CONTACT: CHRIS CHRISTIANSEN ! € + (800) 647-7049 I „ j 1 -8I I 0'-D"F.F.E. ' <L AA G L 7 < < L , < � I TRENCH DRAIN WITH GRATED �L L COVER, SEE CIVIL DWG's. L < <. 11 < < _ L .f < 6" EXTERIOR CONC. SLAB- SEE STRUCTURAL < 1'-0" V-6" -2, <L _ Li L ) SLOPE SLOPE + < i L L 1 � L t L< < 1l ` < L < '1 1 - G. .L - 1 - , - < - L L < L L , < - SIDE OR BOTTOM OUTLET, L i SEE CIVIL DWG'S. < - zi+ < L L 4 LOADING DOCK SECTION EA�.4 SCALE: 3!4"=1'-0' By a Sanford Fire Pi. eve, faon Diva a a Date: i I J 4" MTL STUDS 012.O.0 - LOGO PLAQUE LOCATION ONLY 24" x 24" PRE -CAST LOGO PLAQUE EQ. TO LP -1 - TO BE CLEANED & SEALED - SEE & INSTALL AS PER PLAQUE MANUFACTURER'S SPEC. STAINLESS STEEL ANCHOR (4 TYP.) CONT. SEALANT JT, COLOR TO MATCH ST -3 318" DIRECT APPLIED EFS ON MTL. LATH & 40# FELT OVER 518" DENSGLASS GOLD SHEATHING MTL. STUD FRAMING - SEE WALL SECTION PLANS REVIEWED AC CITY OF SANFORD SIM. 60 MIL. FULLY ADHERED T.P.O. OVER 7/16" COVERBOARD ABOVE RIGID INSULATION (R-20 MIN.) ON 1 1/2" MTL DECK. BAR JOIST, REFER TO STRUCTURAL DWG'S FOR SIZE AND SPACING INT. FURRING - 5/8" GYP. BD. ON 1" Z CHANNELS @ 24" O.C. W/RIGID INSUL-(R-5MIN). A29A __8" CMU WALL W/ HORIZONTAL REINF @ 16" O.C. VERT. - FILL CORES W/ FOAM INSUL. - SEE STRUCTURAL SEE STRUCTURAL FOR LINTEL INFORMATION 13 M PROVIDE BENT PLATE AT HEAD AND JAMBS OF O.H. DOOR OPENING — ROLLING DOOR BY PACIFIC ROLLING DOOR CO., SEE TENANT SPEC.'S FOR INFO. PROVIDE PVC STRIP CURTAIN 29 A REVISION # 3 SUMMARY A. REVISED PER STRUCTURAL DINGS. B. ADDED NOTES &TAGS C. REVISED NOTES & TAGS D. CLARIFIED STRUCTURE I CONCRETE PANEL HEIGHT E. CLARIFIED INSULATION F. REVISED SLOPE AND DIMENSIONS REVISION:4 11 SUMMARY A. REVISED D.B.E. HEIGHT, T.O. CONCRETE HEIGHT, & ROOF HEIGHT REVISION # 13 SUMMARY A. REVISED STUCCO TO 3/8" DIRECT APPLIED EFS & 1/2" TO 5/8" DENSGLASS GOLD SHEATHING B. CLARIFIED FINISH C. CLARIFIED TAG DETAIL D. CLARIFIED EDGE -OF -DOCK LEVELER INFORMATION E. REVISED CONC. FOOTING LOCATION F. REVISED CORAL STONE VENEER TO MASONRY VENEER IN SIMULATED STONE PATTERN G. REVISED DIM. H. REVISED PARAPET CONNECTION 1. REVISED LOGO PLAQUE DETAIL J. CHANGED BUILDING MATERIAL K. CLARIFIED CONTROL JOINT ALIGNMENT L. CLARIFIED CIVIL DETAIL M. OMIT CONC. TILT WALL AT REAR, ADD CMU WALL AT REAR FINISHED FLOOR SLAB - SEE STRUCT. REVISION # 29 SUMMARY A. ADDED NOTE CONC. FOOTING - SEE STRUCT. REVISION # 33 SUMMARY A. CHANGE CMU WALL TO CONCRETE PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning Phone 770.394.1616 F 770.3941314 RE K I L a E? F C H R ,"r nNCiiOR 8 C. - CONSULTANT SEAL i REVISIONS # DATE DESCRIPTION Q 05128/04 ARCH( STRUC. COORD. Q 07126/04 OLD NAVY CHANGE 07126/04 MISC. V/E ITEMS A 09/14/04 TENANT COMMENTS © 10/01104 MALL UPDATE This document is ra Phillips partnership, PC and is considered on Instrument of Service and is solely for use with respect to the projectos indicated blow. All rights reserved_ This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT 1701 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES -ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-2540 PHILLIPS JOB NUMBER ISSUE DATE 0208616 05/'14/04 DRAWN BY/CHECKED BY BCCI DEB DRAWING TITLE WALL SECTIONS SHEET NUMBER