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HomeMy WebLinkAboutSUBMITTED PAPERS'w . OFFICE USE ONLY: Date: , 01� Fee Due: 50 -®a- Receipt# c�� �- Permit # nn F J' PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION SCANNED 2300 Virginia Avenue 13 Y �a Ft. Pierce, FL 34982-5652�UCIO 772-462-1553 county APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: ��J �� I V1k 1' 2. PROJECT NAMLN- \V-2�� SITE PLAN NAME: 3. PROPERTY TAX ID #: 3y�'� — W,— Oz'z)iL — 11 � S 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BK PAGE BLOCK LOT 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS 7. SETBACKS (ACTUAL) FRONT: a G `+ BACK: Ci C) f RIGHT SIDE: GL (U(_ LEFT SIDE: Dao 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION =New = Addition G = r SR = Raised Slab DIMENSIONS SQUARE FEET OF R = Rebuild WD = Wood Deck CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X CARPORT/PATIO ROOF ❑ NEW I- EXISTING r X -,-2,2 ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER ❑ NEW ❑ EXISTING X EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTALSQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ A 1%J�O ®' The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. Ifthe value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.04/262010 - - nC('r���C� ' OWNER INFORMATION NAME: (i'i�u4I r? ADDRESS: CITY: STATE: 1�� ZIP PHONE (DAYTIME):( ! EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM. THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (_) CONTRACTOR INFORMATION J S � LT C/� STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME: —' l("0 Cx_� rr" =/l-.,-C, QUALIFIER'S NAME: ri " cGS ADDRESS: L / CITY: F� l..' Q(PJY a PL ZIP 3 �( qz / nSTATE: Ili - 7r/; NO. % %a- // ©� 1 l-';a,QaJ I P Z/CLI�C� PHONE (DAYTIME): (�- FAX (� ema<l:. ARCHITECT/ENGINEER: ADDRESS: 1 3 CQ 3c� . p h c� �G't - v�r p� �- CITY: tir wo-+ STATE: l ZIP C-D PHONE (DAYTUvM): (74 5-✓ 9 `7 O -co - NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. 2'sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) i - OF1ICE. U$E ONLY SECTION TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required REPORT r1 I p BIMS FEE $ MISC FEES TOTAL FEES CODE FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USINGICCTABLE DATE COMPLETE I , I `J ( T DD INITIALS CERTIFICATION: v This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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 TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in existence prior to removal by the storms. Z-21/ OWNER OR CONTRACTOR SIGNATURE CONTRRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF ��Ct rs •Q The foregoing instrument was acknowledged before me me this Z day of D R ni u 44V , 20 I V , by Pi477i21 G!C 'b. I'FleAAIG&-1 Gad who is personally known to me, or who has produced lQ t tIEK S L! c s S as identification. Signature of Notary IMPORTANT NOTICES: DOROTHY ANN BASKIN Notary Public - State of Florida My Comm. Expires Oct 2, 2016 Commission #E FF 015226 STATE OF FLORIDA COUNTY OF t4, Ce The foregoing instrument was acknowledged before me 11-4-7 me this A3 day of AAfc4 R-,cy , 20 / t/ , who is personally known to me, or who has produced IJ,Q 1 tl&WS & C-ewse-A as identification. DOROTHY ANN BASKIN Notary Public - Stab Of FWde My Comm. Expires Oct 2.2016 • TWO (2) SIGNAT ,°,l , R)ld dtiti�iab 00%C110►gloms! MUST BEN �' I�o ; S BUILDING PE O R MUST PE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. Page 1 of 1 Search Results for Map Home about This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 27.3168 Longitude:-80.3224 ASCE 740 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 147 Risk Category II: 160 Risk Category III -IV: 171 MRI** 10 Year: 88 MRI** 25 Year: 107 MRI** 50 Year: 120 MRI** 100 Year: 131 ASCE 7-05: 140 ASCE 7-93: 100 *MPH(Miles per hour) MRI Mean Recurrence Interval (years) Users should consult with local building officials to determine if there are community -specific wind speed requirements that govern. Download a PDF of your results M = Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 http://www.atcouncil.org/windspeed/index.php?option=com content&view=article&id=1... 11/22/2013 IV �figN;?y^u 4-1 © 2013 Google ,j �. Goo$Ie'earth (r ` � � - � 1 _ � ' .. 4:. .. _ - . _ _. i .. � - � f r� JOSEPH E. SMITH, CLERK O_ E CIRCUIT COURT - SAINT LUCIE COUNT, FILE # 3918287 OR BOOK o:i�,'dPAGE 328, Recorded 01/24/2014 at ---A AM .d AFrER *CORDING -RETURN TO: PERMIT M R il:�;.r:,rct. ... ir. e•1 I,•. ,,. ,:,li,y:,,: ;I NOTICE OF COMMENCEMENT (I The u 4rsigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes the following information is provided in the Notice of commencement. ( I. DES6RIPTI0N OF PROPPRTY (Legal description and street address) TAX FOLIO NUMBER' 3427-111-0002— 000/ 5 River TRACT LOT BLDG UNIT SUBOM ION F'rnnf ;8IOCII do Section Z Toanshen 36 Rana - !I 2.GENE:RALDESCR]Ps TIONOFIMPROVEMENT: in m le fail residence O 3. OWNER INFORMATION: ..Name b.Arftlress 8000 S- US1, Suite 402, PSL, FL 34952 c. interest in property 1 d. Name and address of fee simple 611cholder (if other than owner) 4.CON'TRACTOR'SNAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation a000 S US1 Suite 402, PSL FL 34957 772-1`178-5513 JC J j 5. SUR9TY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: J 6. L.ENIO'ER'S NAME, ADDRESS AND PHONE NUMBER: 7 Pcrsoils within the State of Florida designated by Owner upon whom notices or other documents may be served as pro vidcd by Seetiort 713.13 (1)(a) 7., Florida Statutes: 201-8418 vi NAMI?:,ADDReSSANDPHONENUKBER:Doug .Brantley 1 Silver Oak Dr_ PSL, FL. 8. in adoition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713. 11 (1)(b), Florida Statutes: NAME. ADDRESS AND PHONE NUMBER: 9 E,cpir:;tion date of notice of commencement (the expiration date is I year from the date of recording unless a different date is spccifled) 70—. -i ICE OF COMMENCEMENT WARNl/70 OWNLR ANV PAYMENTS MADE BY THE OWNER AFTER THE EXPD2AT10N OF THE NOTICE PAYM NT N PT 71 AR7I I N71 ENCEMENT M (N YO PAYING TWICRDA TA T AN E FOR 1MPR0 VEM ENTS TO YOUR PROPERTY A NOTICE OF COMMUST BE RECORDEO AND J P ^ NTH F T FIR CTi I INTE O TO TA N T WITH Y ]i NO R?O AN A Y F R M EN G WORK R QrN N T F N M T jl Matthew Lyle Wynne, V'—PrPSlrient Signatus a of Owner or Print Name and Provide Signatory's T'tte/Oricc 1. Owner':: Authorised O(Ticer/Director/Partner/Manager State of riorida j County of St - T.i: r i e cl iThe (ore oing instrument was acknowledged before me this 1 yY4 day of �FitUTA W'IG`? .20 i 7 1 By M�ttheN Lyle Wvnne as VI Ge fokew OEaff�— (Name of person) (Type of authonty...e.g. Owner, officer, imstcc, attorney rn fact) i For WY?ne Building Corporation (Narje of pony on behalf of wham instrument was executed) Personally Known �or produced the following type of 1� D01 MW AM /ASO 1 Notary yic E• Olaf la O d lgOfM�. My Comm.Cam. Eltpl5 oat Y, Z01� (Printed`Name of Notary Public) (Signature of N Public) !^ 1--', F Commlaalan 016220 ; Bonded ThroughNNldn�Notary' ' now eBe as Under pilnalties or perjury, I declare that I have read the foregoing and that the facts in it are true to the b�sl'3'f g belief (section 92.525. Florida Statutes). i Signature(s) of Owner or Owner(s)' Author' Of(icer/Director/Partner/Manager who. signed ubove: I By — By I R.• 0sn0fj00rtRa01dlnti is S`RTE OF FLOAIDA ST. LUCIE COUNTY THIS IS TO CERTIFY TIMAT THIS I& A TRUE APd 11Rt:CT COPY OF 1 ORICINY Date: I-)fncl,�z ��-o-)ON FRONT SIDES a' CNR SIDES /S ' REARS end 47 ZNG."?, w TECH. `ems 3 �4�'3 � - -it- CONTRACTOR: TRI-COUNTY ALUMINUM, INC. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code. specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:VuLT =150 MPH, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4, Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1 - Patio Cover: Non -Habitable, Unconditioned Foundation Design Existing concrete slab. No additional concrete footing or slab is requirJ resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of4" thick and in sound condition, free from structural cracking, spalling, or other deterioratio WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOGGLE EARTH. Roof Type 1. Roof Type: MONOSLOPE 7'-0" — 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0 density foam, Florida Product Approval Number FL 7561-R2. 3X3X0.125 Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Architecture & Engineering, LLC. 4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be. approved. 5. Fasteners are required to be SAE Grade 5 or better zinc plated. 6. All Self Mating Beam Sections are to be stitched with either # 14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 7. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1% -ASTM C 260 iv. W ater reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 9. All flashing and weatherproofing slrall be provided by the contractor. I 3X3X0.125 // I 0 I O 0 0 I 4 �Of�t)5 5T. LUCIE CCTV- TY IREVIENVED FOR CO DATE 0` PLANS AI�� E SIT )ailiST DE d�iPT ®N 3®B DR N0 :SP ECTION `J'ILF; DE MADEe 13'-0" . 6'-0" T 13'-0" 32'— 0" \\ /\-2X3 KNEE BRACE(TYP) a-2 ,O J N un N if) N X X X X X X X j r) M 13'-0" 6'-0" 13'-0" 11 °1aaz9�eo��, A 0 Co O tl.J LU I— �•• '� Z U) �- . a � FROFE1418AA SEAL• ° Ovr, ,rr e- TWO IDENTICAL PATIO COVERS ON THIS JOB JY w w Z La (9 °- Z Q w 0 Q � � Z O ui O �Z' z w in S2 N Z LL 0 O Lu it o JZ N M W H U U UW V = Z= Q ~ o LU JJ LJJ m o 0 OU 3t; . , Z Z a H N N W o�^.0 J,n W dFW-LL N It W 0 CO c9�LL Z W LL Q °C)° CJ O� ~ D mz-J LU U — I Z Q co O Z01-- d�ao DRAWN BY EB DATE DRAWN 12/12/13 REVISION SHEET NO: A-1 co m n 0 S try 4' e a e (5) #14 x 4" SMS W/ �O: Z NEOPRENE FACED WASHER EA. PANEL ,.f. Ne.HMxa s'n?� .;..•4. ' s.� yet ;�1`i`kh?+fa.r" ixi �•�;� ? a'v?T`�, ��.�.,r/ai.a�4�.. `".,"r`'.�•�na�°e?. :x.<�.r?„�':�.-, i"'z„ ` O �� d. / s POST s4'^�'%t' 3t �,.,�y`'.-i, %:Ssy'."' �•t; "fiy v«• e:•a.� ':i�.3�:�` ixk I PROF (2) 3/8" DIA. CONCRETE 3" x 48" x 0.024" SCREW ANCHORS � I COMPOSITE PANEL (3" CONC. EMBED) I I 3" x 0.040"ALUM 3" x 3" x 1/8" EXTRUDED RECEIVING CHANNEL POST BASE W/ (2) 3/8" W/ #12 x 314" TOP AND (3) 3/8" DIA. DIA. THRU BOLTS BOTTOM AS END CAP I I THRU BOLTS 2"x6"SMB • " 3" x 3" x 0.125" � I � , � POST B 3" x 3" POST TO CONCRETE CONNECTION DETAIL S COMPOSITE ROOF TO POST CONNECTION A_'Z SCALE: NTS A _� SCALE: NTS 3" COMP ROOF PANEL SELF -MATING BEAM - _ x `sic < c�"y ���d+''�b`'i�t' �.» z �S•.d�.. �`£p ��x�,����' �yn .n .��'b Fis, �n"✓�ni`�.`ks` �� 4r �•F .r^'}7. ^�.s �: "�°,�.�y�a�'�,' iY �^k (5) #14 X 4" SMS W/ NEOPRENE FACED 3' x 48" x 0.024" ------------- - WASHER EA. PANEL COMPOSITE PANEL I I { z r - I I I I \ \ I I 3" x 0.040"ALUM RECEIVING CHANNEL W/ #12 x 3/4" TOP AND BOTTOM AS END CAP 16" I 2" x 3" x 0.040" I KNEE BRACE UPRIGHT 1 1/8" x 2" x 4" x 0.092" ALUM \ I 2" x 6"SMB RECEIVING CHANNEL W! (3) #14 x 3/4" SMS EACH SIDE OF \♦ I I I 3" x 3" x 0.125" I I BEAM 8 (2) 3/8" DIA. THRU BOLTS 1" x 21/8" x 1" x 0.063" I POST INTO POST RECEIVING CHANNEL W/ (2) #10 x 3/4" SMS (3) 3/8" DIA. EA. FACE & (2) #10 x THRU BOLTS 3/4" INTO COLUMN I I I I S-� COMPOSITE ROOF TO POST CORNER CONNECTION S-2 KNEE BRACE CONNECTION DETAIL A_2 SCALE: NTS ^ _� SCALE: NTS ALUMINUM MEMBERS DIMENSIONS a °r HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2x3: 2"x3"x0.050" 2x4: 2"x4"x 0.050" - e• 2x5: 2"x5"x0.050" Y Ope OPEN BACK SECTIONS 4 1x2: I"x2"x0.040" p N ``• 1 x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: -2" x 2" x 0.045" • • ' • ti� 2 x 3 Snap: 2" x 3" x 0.050" a yk 2 x 4 Snap: 2" x 4" x 0.045" s ! ®t ttt = SELF MATING (SDIB) SI�NRL SAL c Y a 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" c 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" W 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" Z W 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" p: 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" z 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" W Q m u _2 x.10 SMB: 2" x 10"-x 0.092" x 0.398" Q Q i MINIMUM FASTENER EDGE DISTANCE: I/2" Z O a a MINIMUM FASTENER SPACING: 3/4" O w LL In U CONCRETE SCREW ANCHOR: LNu W Q u SHAPSON TTTEN HD OR EQUIVALENT LL W 0 SHEET METAL SCREWS (SMS): e I_TW / BUILDEX OR EQUIVALENT a Ln LL F U. Q C 2 W a c C � a c U a CO U N2 F yH _j0 S a w .a z U U' k Z_' a Q p� N LL In W C,moo ~ w . • o o F Z a W o=^^ e �^ ��Y6 O C u c 3 2 c Ln a C w 0O`) C7 U- n f ZwLU a 0clU C I- �z� c U -Wi ZQF- O ZU� �O G. a DRAWN BY TP DATE DRAWN 11/19/13 REVISION 1 - SHEET NO: A-2