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Home My WebLink AboutREVISIONSSCANNED OFFICE USE ONLY: BY DATE FILED: St. Lucie County PERMIT# L✓'vyC J� REVISION FEE: ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANC REVIEWED BY DATE Z �p _ __ MUST BE KEPT O'N JOB OR NO INSPECTION WILL BE MADE LOCATION/SITE ADDRESS: Uncle Bob's RECEIPT # PLANNING & DEVELOPMENT SERA BUILDING & CODE REGULATION D 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 8531 S. US Hwy 1, Port St. Lucie 34592 %M rg I Eps 0 _ ® ® 01w p DETAILED DESCRIPTION OF PROJECT REVISIONS: Change footer design. See attached sketch and stamped letter from the engineer of record. Added 12" of #57 stone under bottom side of footing; squared off shape of the footing and used constant 1'-6" thickness. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC 019528 BUSINESS NAME: M E CONSTRUCTION INC QUALIFIERS NAME: LI ADDRESS: 7607 CORAI CITY: WEST MELBOURNE MIORELLI PHONE (DAYTIME): 321-723-5661 STATE: OWNER/BUILDER INFORMATION: NAME: UNCLE BOB's SELF STORAGE ADDRESS:8531 SOUTH US HWY 1 CITY: PORT SAINT LUCIE STATE: PHONE (DAYTIME: 772-878-4564 ARCHITECT/ENGINEER INFORMATION: ST. LUCIE CO CERT. #: FAX: ZIP: 32904 321-951-1952 - aScS-A FAX: ZIP: 34952 NAME: STINARD ARCHITECTURE, INC STRUCTURAL ENGINEER: PAUL FLEMING, P.E. ADDRESS: 322 EAST MAIN STREET FL LICENSE 35819 (501) 658-5084 CITY: CARTERSVILLE STATE: GA ZIP: 30120 PHONE (DAYTIME): 770-425-7400 SLCCC. 9123109 Revised 06130/17 FAX: 770-425-7444 THESE PLANS AND ALL PROPOSED WOM ARE SUBJECT TO ANY COP49ECTIONS 'REQUIRED BY FIELD INSPECTORS THAT . MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. J eip?�,� -4 y's;951 ,� il[�fr��t�e .,i- 9 ,�r� � . �. -- .�Y ✓e `O� �p`L � +rpf'T' •P�yy �I`. � . ,�� OFa�, .r�,�o3.�gSa.Utir FACE OF STUD FILL CAVITY W/ MORTAR UP TO FF & PROVIDE WEEPS 32" OC (TYP) —. MASONRY — (SEE ARCH'L.) SEE CIVIL aa GRADE VARIES--� I_M= #4 BARS VERT.AR r ri —� ® 12" O.C. 0 I � � M 26" lil lii #4 DOWELS X 12 „ 1 ' ® 24" OC HSS COLUMN (SEE PLAN) #5 BAR CONT. ti WWF, SEE PLAN FF - SEE CIVIL 4" CAPILLARY DRAINAGE 10 MIL VAPOR RETARDER BARS HORIZ. ® 12" O-C, 2 -6n WALL SECTION A�'-'rXTERIOR 314" = I'-O" 1 �Tc__ .n_I_ 5 — #5's CONT. II 10 1—to SUITABLE SUBGRADE BEARING, SEE FOUNDATION NOTES OFFICE USE ONLY: DATE FILED:'L-31'( 0 REVISION FEE: WlS!p o PERMIT# RECEIPT 6 PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 JAN 31 Z018 (772)462.1553 5T. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION IEEE ARM Rr LOCATION/SITE FlLh Uwpy ADDRESS: C / '5- �s 6T LUCIE COUNTY DETAIL CREMON OF PRO BUILDION . REVIEWED R COMPLIAW& MU5T BE KEPT ON JOB OR CONTRACTOR INFORMATION: NO INSPECTION WILL BE MADE STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESSNAME: ✓v% G fc�r�/ytt fior! QUALIFIERS NAME: ,Cv �l t . ADDRESS: ?tioT CO ,(— % CITY: PHONE STATE: s«J OWNER/BUILDER INFORMATION: FAX: r THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS NAME: REQUIRED BY FIELD INSPECTORS THAT ADDRESS: Ia MAY 8P fllECr Q40V r0► a ot7nE R TO: z CITY: STATE: TMPLY WI n" ALL ppu CODES: PHONE (DAYTIME: FAX: - - ARCIffrECT/ENGINEER INFORMATION: Ql"01 ADDRESS: CITY: PHONE (DAYTIME): SLCCC.• 9123109 Revised 06130117 STATE: I.9•u� Planning & Development Services Department Building & Regulations Division Product Review Affidavit JAN 3 0 RECD Building Permit# 1610-0382 owners Name Life Storage Applicant: ME Construction Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type 40.8 PSF 65PSF awneer mpa Misml-Dade County NOA#: 5/16" Ref anchor type D on page l of 9:1/4-20 self drillingtapping screw into Windows Resistant) 144430.18 Laminated Min 16 GA 33 KSI Mfl Stud in].rations indicated an exterior elevation drawing. NIA Mullions 40.8 PSF 65 PSF Kawneer IR 501 (Impact Mlaml-Dade County NOA#: 1 5116" Ref anchor type D on page l of 9: 114-20 self ddllingliapping screw into Fixed Glass Resistant) 14-0430.18 Laminated Min 16 GA 33 KSI Md Stud in locations indicated on exledor elevation drawing. NIA Block Glass WA Skylights 33.0 PSF 75 PSF OumStorm 3000 Miami-0ade County NOA# 9/16' Ref Anchor Schedule on page Sof 14: 1I4205AE GR. 55MS INTO 3I 6"MI . Slidin Glass Doors Stanley 1541127.07 laminated Steel in locations Indicated on Header Anchoring drawing. 33.0 PSF WA Co. Door "Trio-E" Florida Product Approval: 9/16" Attach Mill stud aachorw/#8x1112'GR. 5 Sheet Mtl screw -4 per anchor. Swing Type Doors F1,4553.1 Laminated Max distance from Jamb: 3'. Min. anchor quantity:3 NIA French Doors NIA Garage Doors NIA Hurricane Protection NIA Roof Ventilation Zone 1: 33.61 oubleLok: MBCI "Doublel-air' Florida Product Approval: N/A Doublel-ok Clip: Ref Cross Section After Seaming Drawing: 1/4-14xl 1W Roofing Material Zone 2: 66.4 PSF ne 1:40.84 PSF@5' "SuperLok" FL11819.2(DoubleLok) selfdriller w/washer(fastener #1) 2 per clip attached to each and purlin. Zone 3: 84.6 PSF ne 2: 63.75 PSF @ 2.5' FL71819.4 (SuperLok) Zone 3: 126.24 PSF @ 2. -w/ wind clamps SuperLok: SuperLok Clip: Ref Cross Section After Seaming Drawing: l/4-14s1 114" Revised 07/22/2014 Zone 1,2 a 3: 119.10 PSF @ 2.5' self -driller w/o washer, 2 per clip attached to each m8 purlin. I have reviewed the above components or cladding and I have approved their;usen this stru ure. These products provide adequate resis wind loads and forces specified by current code provisions. OF .... V®L.q�q®9/ Name: Scott Stinard Signature: Design Prof. Architect Cert. No. AR 0016999 Date: 1-26-2018 I Ln 1 1 1' ATTACHMEM ARE THE RESPONSIBUTY OF THE FILE rt s, 'aa.- P 41 tl. q'. t M-! ®yk® r Z Planning & Development Services Department Building & Regulations Division Product Review Affidavit JAN 3 0 REC'D Building Permit# 1610-0382 Owners Name Life Storage Applicant: ME Construction Product Opening Design Product Rated Manufacturer Model Number . Product Approval Glass Method of Attachment Pressures Design Pressure Number Type 40.8 PSF 65 PSF Kewneer(Impact Miami -Dade County NOA#: 1 5116' Ref anchor type D on page 1 of 9: 114-20 self drilling/tapping screw into Windows Resistant. 14-0430d8 usmin.ted Min 16 GA 33 KSI Me Stud In locations Indicated an exterior elevadon drawing. N/A Mullions 40.8 PSF 65 PSF Kameer 111501 (Impact lard -Dade County NOA#: 15116' Ref anchor type D on page 1 of 9:114-20 self ddlling/lapping screw Into Fixed Glass Resistant 14-0430.18 Laminated Min 16 GA 33 KSI M9 Stud in locations Indicated oa extalcrelevation drawing. WA Block Glass WA Skylights 33.0 PSF 75 PSF Dum-storm3000 Miami -Dada County NOA# on 5 of SAE GR.g.---INTO 6'M IN. A36 RefAnchorIn $hdln Glass Doom Stanley 15-0127.07 laminatetl I-orh lorSchednle Header Anchoring Steel In locations Indicated on Header Anchoring tlrawing. diated on 33.0 PSF WA Ce. Door -rnc-E' Planes Product Approval: 9116, Attach M11 stud anchor w/ #8xi 1/2' GR.5 Sheet MO screw-4 per en or. Swing Type DDers FL4553.1 laminated Max distance from Jamb: W. Min. anchor quantity.3 N/A French Doors NIA Gars a Doors WA Hurricane Protection NIA Roof Ventilation Zone 1: 33.6 PSF oubl.W: MBCI 'DoubleLok" Florida Product Approval: N/A OoubleLak Clip: Ref Cross Section After Seaming Drawing: l/4-14x17/4' Roofing Material Zonal: 56.4 PSF ne 1: 40.84 PSF@5' 'SuperLok' FL1 19192 (DoubleLok) selfdnlierw/washer(fastener #1) 2 per dip attached to each m9 purlin. Zone 3: 84.6 PSF no 2: 63.75 PSF @', FL71819A (SopeM1ok) Zone 3: 126.24 PSF @ 2. 'w/ wind damps SuperLak: Superl-ok Clip: Ref Cross Secllon After Seaming Drawing: 114-141 1/4' Revised 07/22/2014 Zone 1,2 3 3: 119.10 PSF @ 2.5' seifdniler w/o washer, 2 per dip attached to each m0 purlin. I have reviewed the above components or cladding and I have approved7their in this structur . These products provide adequ?resiwind loads and forces specified by current code provisions. ®F �.Name: Scott Stinard Signature Design Prof: Architect E . d Cert. No. AR 0016999 Date: 1-26-2018 t V OFFICE USE ONLY: d DATE FILED: S`a3 N I REVISION FEE: j(; . 13 PERMIT # RECEIPT # 13� 5gl PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION N y LOCATION/SITE p ADDRESS: - Y)531 S w u S( ''Po(`+ DETAILED DESCRIPTION OF PROJECT REVISIONBUILDING p UL INGCIE COUNTY l h ( i'1 \ � V �V �D Yv�..A l< `" REV EWED ION Ll' DATE CONTRACTOR INFORMATION: I MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: W\-,r_ L QUALIFIERS NAME: lu\A-e IM%orckl"+-e ADDRESS: `7bo 7 (raj dr CITY: \ yJ. STATE: 1� PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: NAME: n o Job c l ADDRESS: CITY: C�ri'cr\-); i1{ PHONE (DAYTIME): STATE: rnx: FAX: SLCCC` 9123109 REVISION Revised 0616/3011/17 ZIP: Z7_c;l C) L-f ZIP: ZIP: 3 al 2. D `e (D' ► - 03 S2, ❑ST�IV A R 322 East Main Street d 4 LMC: HITCC-rUmd Cartersville, Georgia 30120 lIVC. 770.426.7400 (F) 770,425.7444 SUBMITTAL REVIEW FORM RECEIVED Project Name: Uncle Bob's #011 — Port St. Lucie, L MAY 2 3 2018 Contractor: MEC Contractors ST. Lucie County, Permitting Submittal Description: SHUTTERS ❑ Reviewed 0 Make Corrections Noted — Do Not Resubmit ❑ Make Corrections Noted — Resubmit ❑ Rejected This review is only for general conformance with the design intent of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the submittal during this review do not relieve the Contractor from compliance with the requirements of the Contract Documents, nor from errors or omissions in the submittal. Review of a specific item shall not imply review of an assembly of which the item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; coordination of this work with other trades; and for performing all work in a safe and satisfactory manner. By: IChad Kirstein, 5-17-2018 STINARD ARCHITECTURE, INC. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT - IAAY BE, NECES"CRY IN ORDERTO i, COPAPLV );1llf H nLL (i�E'LICA"'�'�CODES;' Date: i' OF ti :m Ot 9 .a : G C'•.Oki FRED Ap ®ST�NAR� �RCH�TC—CTURC ANC. May 17, 2016 217 S. Erwin Street Cartersville, Georgia 30120 770.425.7400 (F) 770.425.7444 Ronald Moore RECEIVED Project Manager ME Construction, Inc MAY 2 3 7018 7607 Coral Drive West Melbourne, FL RE: Project: Life Storage #11 Port St. Lucie, Flor °�' 6dt3ie Goun Permitting Attached with this letter are (3) signed and sealed Shutter Submittal required by St. Lucie County, Florida. Sincerely, Chad Kirstein STINARD ARCHITECTURE, INC. 1 16 t - 03,32 2" Deco Louver Bahama Shutter - Fixed Shutters (Uncle 5ol2'5 Storage) - DECORATIVE ONLY Elevations � Sections of Specific 51Ze5 5cale: I " = P-O" Front View - (Overall Panel Size - Shown flat for dimensions) Fixed Position s t 2.000 t" F 5C CONTRACTORS ■ ENGINEERS M.E. CONSTRUCTION, INC. 7807 Coral Drive, West Melbourne, FL 32904 (321)723-5661 Fax (321)951.1952 Eng.# 7219 Gen. Contr.#2379 www.meconstruction.com CGC 019529 9.250 Typ. �C CONTRACTORS ■ ENGINEERS APPROVED AS SUBMITTED RESUBMIT FOR APPROVAL APPROVED AS NOTED Lj RESUBMIT FOR REVIEW NOT APPROVED NO EXCEPTIONS TAKEN REVIEWED errors 48.000 Spans are Evenly Spaced 152.000 Wind Speed 160 MPH ( Ultimate ) Wind Speed 123.9 MPH ( allowable ) Wind Load Ultimate 68 psf per Engineer of Record Wind Load Allowable 0.60 x Ultimate Wind Load Allowable m 40.8 psf +/- FBC 5th Edition Chapter 16 2.000 Fortified Budding Products, Inc. PRWER: 2001 W. Government Street Uncle Bob's Pensacola, FL 32505 FRODUa.- 850.432.2485 - fixed lmoac 5ection I Fixed Position 56.300 2 Detail d, • B 14r� �4'ngO"�e �P Detail A Detail C Fixed Rods at Ends - / Trim in Field to Desired Length to —/ Ensure Proper Pitch THESE PLANS AN0' f;6L F1TuPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT �'' :AAY Br NECESSARY IN ; IMI TO,� # .ffF1 FILENAME:: - I NOTES: MEC Uncle... DRAWN BY:: SCALE'NTS I.Iob #: tevbions Dale: I SO# 525 I Sheet No: I DENT` et B 1 Aril 14, 2018 MEC Construction RAL 7035 "LIGHT GREY" ` - 141 1 ZOF2 Typical 2" DECORATIVE Bahama Shutter- 5ample Detal15 Section Detall5 5cale: NT5 Isometric with Header Detail Style Frame Louver 1.845 2.000 z� food Screw @9-1/4" OC into wood blocking Deco Louver Header Hinge 22.so• Detail B CONTRACTORS ■ ENGINEERS APPROVED AS SUBMITTED ARESUBMIT FOR APPROVAL APPROVED AS NOTED RESUBMIT FOR REVIEW NOT APPROVED NO EXCEPTIONS TAKEN REVIEWED Submittal review Is based upon compliance with the design concept of the project and Information in the Contract Documents. The Contractor Is responsible to confirm dimensions at the jab site for the fabrication process, techniques of construction and coordination of the work with all trades. Shop Drawing errors do not relieve the Contractor of complying with the Contract Documents, applicable codes or specifications. ��p DATE 429 BY. Camel Back (Supplied by Mfg) CONTRACTORS Is ENGINEERS M.E. CONSTRUCTION, INC. 7507 Coral Drive, West Melbourne, FL 32SO4 (321)723-S991 Fax (321)951-1952 Eng.# 7219 Gen. Contr.#2379 www.maronstruction.com CGC 019529 Detail C a�,go�i 04?Oo c/@gG�iil, . 121 1 Y im MI #12 x 3/4" TEK Screw into Aluminium Frame r a o n n a , (By Gthef5) `�� \N110/01 3 �� i Fiixed Arm & Camel Back %% J�•''pENgF /��i , Assembly F '•, Powder Coated to Match No 6127 (Hardware Included) * : = Place Fixed Arm and Camelback at top of = window at two center mullions :•LV ',ddfdll it ll\1\\ NOTES: I . Anchor Spacing in Header hinge shall be approximately 9-1/4" O.C. - To be Field Drilled 2. Camel Backs shall be affixed to Shutter unit on site (Installed In Field) 3. Shutter shall be 5upp11ed with I " 5civare- fixed arms (0. 1 25" Wall Thickness) Powder Coated to Match 4. Number of Arms 15 a5 per Reciue5t (49 per Each Shutter 5. In5tallation hardware for anchoring Items to wall 15 5upp11ed by others THESE PLANS AWDALL f=ROPCSED 290 K 6. Camel Back Hardware for affixing to unit 15 Included ARE SUBJECT TOANYCORRECTIONS Sr NECESSARYINA)ROP TO Mullion Fortified Building Products, Inc. 2001 W. Government Street Pensacola, FL 32505 850.432.2485 PROJER: Uncle Bob's 5tora e FILENAME:: MEC Uncle... 5tora6je.dwg DOTES: SCALE: NTS Job #: SOJ# 525 Revisions Date: PRODDR: Fixed Impact Shutter DRAWN BY:: Billy Clark 11 March 23 2018 Sheet No: A ri14, 2018 CLIENT: MEC Construction COLOR: RAL 7035 "LIGHT GREY' CHECKED BY: e A rII 14 zD1e 20F2 e