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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY - Fee Due: Receipt# Permit # oq _b PLANNING & DEVELOPMENT, SERVICES COUNTY BUILDING & CODE REGULATION DIVISION 2300 VnjWta Avenue Ft Pierce~ FL 34482-5652 j r 772462-1553 APPLICATION FOR ALUAfR UM SWUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILL® IN TO BE ACCEPTED PROJECT DWOPA"TION 1. LOCATION/SITE ADDRESS: �® 1�3d i-� 2. PROJECT NAME9:G������5 SITE PLAN NAME: Wnty 3. PROPERTY TAX ID #: ���� —'�O� — \71 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: r , /� BACK: @��3 RIGHT SIDE: I9 2,7AZ LEFT SIDE: S. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FORT EACH AND EVERY TYPE OF STRUCTURE) N =New 0 ifodc SQUARE FEET OF TYPE OF CONSTRUCTION A = Addition SR= Raised Slab DIMENSIONS CONSTRUCTION R = Rdmild WD — Wood Deck SCREEN ROOM ❑ - NEW - . EXISTING /1. X 9/ pl�� CARPORTIPATIO ROOF :,. iEW "�S G �� a/ X r ass ❑ HAWABLE GLASS ROOM ❑ NEW 0 - EXIST G X a ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ `'v6Ti NCT X ❑ ALUN(1NUM COMP. SHED ❑ NEW 0 EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXiSTIAIG X ❑ M H ROOF OVER ❑ NEW ❑ EXIM*G X ❑ ROOF SYSTEM OVER ❑ NEW ❑ - EXISTING X H)Oi'TMO ACCESSORY STRUCTURE 11 OTHER: ❑ NEW ❑ EXIS`MG X ❑ ALUM POOL FENCE Linear fed TOTAL SQUARE FOOTAGE OF CONSTRUCTION 1 (0, 0 9. VALUE OF CONSTRUCTION: S �� The value of consuu*on 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 constriction if it is demonstrated diet the submittal figures are not consistent with similar types of construction activities. If die value is $2500 or more, a RECORDED Notice of C:ammencement must be submitted PRIOR TO FIRST INSPECTION. SIA3MV For= Ain: 0131-M AmbAr AW10 OWNER INFORMATION NAME: E n o L, I ADD S•4 // j % 2 CITY- -i 1 _LIC.I STATE: =� , ZIP ' 7 t �►— PHONE (DAYTIME): c 7b �$ S� % 3 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: 22[P PHONE (DAYTIME): C_) CONTRACTOR INFORMATION �Y 5X ;24 c/C/ C CERT STATE OF FLORIDA REGJCERT #: ` ST. LUCIE COUNTY #: !~ �� BUSINESS NAME: QUALIFIER'S NAME: i e5 ADDRESS: F{ ' P 2x L--� STATE: C, ZIP 3y i �z-- CITY: tt -1'% ��AX PHONE (DAYTIME): t� I t� NO. i ARCHITECT/ENGINEER: c ADDRESS- 3 ' `I n " - - r CITY i t) STATE: C ZIP (e y PHONE (DAYTIME): NOTE: W APPLICAME,SUBCONTRACTOR AGREEMENTS MUSE BE ATCACHEDTO APPLICATION FOR ROOMIG, ELEMUC, PLUMBING, ANDHVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 soled plot plans showing lot size, dimensions of existing host structure, and p oposed aluminum addition. All setbacks including front, side, rev and distance between adjacent propcM structures in MR Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One pictwe must include house address number for inspection verification. ( not required for construction unrelated to storms) 6MCM USEONLY SECTION TOWNSIR RANGE "NO. Additional ZONING LAND USE LOT CVG % Pemtits RegubW REPORT C)i�j BRO FEE MISC FEES TOTAL FEES Is I CODE `v) 7� FROM- PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE G COMPLETE `A,= nvrrt - - l/V`-1 6 1 -j ,Cc z CERTIFICATION: 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. 1 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. 1 , 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. OWNER OR CONTRACTOR SIGNATURE CONTMkCtOOR gtGNATURE STATE OF FLORIDA COUNTY OF 1 i . "c- / The foregoing instrument was acknowledged before me me this 5 � day of GAS T , 20 by P&M ( � / 1 RA N Ge SCN , who is personally known V-Xto me, or who has produced as identification. STATE OF iFLORIDA// � COUNTY OF S—r --u C r The foregoing instrument was acknowledged before me me this CW day of T , 20 ! &, by _rA T!e l c. KF�G�4JVGFS c� , who is personally known ✓ to me, or who has produced as identification. ignattmofNot :— ; o1Pa°P�, DOfi'OTHYANN BASKIN 1_—.,..-'"'. mofNota ; 2*• �� Notary Public - State of Florida ,i# *� ; Aotary Public - State of Florida ^.� • My Comm. Expires Oct 2, 2016 IMPORTANT NOTICES: 41 . • c Q; My Comm. Expires Oct 2, 2016 �. oP= Commission # FF 015226 �`�`` E ,, p�• o --,'�'F' Commission # FF 015226 °. ;.� Bonded Through National Notary Assn • TWO (2) SIGNAT REW WAL311tle9i�'MUST BE NOTd BUILDING PERMI D R, O MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR 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. OFFICE USE ONLY #: SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # I gr FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX• OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT .Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD PUBIC BLD . PARKS .IMPACT IMPACT FEE IMPACT IMPACT ?E- CORRECTION FEE FEE GENERAL "SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY - MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION.. SEATURTLE MANGROVE COUNTER REVIEW REVIEW- REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED INITIALS I I 4 I I i t S i JOSEPH E. SMITH, CLERK OF, 2 CIRCUIT COURT - SAINT LUCIE COUNTL' FILE # 3956919 OR BOOK 3634 PAGE 519, Recorded 05/20/2014 at 10:49 AM 0 i PERMITNUMBER: �. il:i! na:: it :...� cJ I.•.......:li.v. ��::• r NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real properly, and in accordance with Chapice 713. Florida statutes the following information is provided in the Notice of commencement. I DESCRIPTION OF PFOPE RTy fLegal description and street address) TAX FOLIO NUMBER, 3. Ld — 5 () 1 — 1 7 0 1 — 0009 5 SUBDIVISION Spanis uI:bc'k T TRACLOT BLDG UNIT -E-s- 1 -6l� a Q:)c _h g C-) Section 26, Tounshio 36s Range 40F 2. GENERAL DESCRIPTIONOFIMPROVEMENT: -Replacement of Mobile Home 3.OWNER UVFORMATION: a.Name Wjrnnc Fit i7rii^g—Cotpnzati-o b. Address 8000 S. US1, Suite 402, PSL, FL 34952 c. interest in property d. Name and address of fee simple titleholder (if other than owoer)_, 4 CONTRAf:T(IR'S NAME. ADDRESS AND PHONE NUMBER: S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6 LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as proviclerl by Section 713.13 (1)(a) 7., Florida 5tatdto. M NAE.AODALESSANDPHONENUMnER:Doug .Brantley 1 Silver. Oak Dr. PSL, FL. 201-8418 8 In addition to him5elf of herself. Owner designates the following to receive a copy of the Lienor's Notice as provided n, Scchon 713.13 (1)(b). Florida Statutes: NAME. ADDRESS AND PHONE NUMBER: 9 Expiration date or notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) ,'20_ Signst%ire of Owner or O,vner's Authorized 011lcer/Director/Parener/Manager Matthew"Lyle Wynne, Vice—Prp-9i ent Print Name and Provide Signs Inry's'riIic/Onrcc State of Florida County of S C 1-, 1 r i e The foregoing instrument was acknowledged before me this / yT ^day of In t lQ' y .70 /y By Matthew Lyle Wynne as VIDE 110R65IDel-4r (Name of person) (Type or authority .. e.g- Owner, officer, iru siee. attorney o1 fnct) For Wynne Building Corporation (Name of party on behalf of whom instrument was executed) Personally Known _t!'_of produced the following type o(1'O _ y DOROTHY ANN BASKIN ,Q A Notary Public - Stale of Florida tlT}iy /'y-rJh) /JRSKaa3 h�KYt,O`t'�"I(.E'i'a..w :•,C.JGI+aJt�-.rM t My Comm. Expires Oct 2, HIS (Printed Name of Notary Public) (Signature or (ary Public) 'a Commission • FF 015226 bonded Th)augh National Notary Alan. Under penalties of perjury, 1 declare that 1 have read the foregoing and that the facts in it is c belief (section 92.525. Florida Statutes). Signalu (s) ner(s) or Owner(s)' Authorized Ofricer/Director/Partner(Managtr who signed ,ibovr By. By a<. ovsasooRa«ea...al STATE OF FLORIDA ST: LUCIE COUNTY a _ j � -1 qj oo MIN, SE pb S3 FRONT J 0�` SIDES.. CNR SiDES REAR '�-1 rl� 11A A 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:Vu- =150 MPH, V-D =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1- Screen Room / Patio Cover: Non -Habitable, Unconditioned Foundation concrete footine or thick and in sound Roof Type • Roof Type: MONOSLOPE • Roof Material: 3" x 12" x 0.030" Metals USA Riser Panel, Florida Product Approval Number FL 1779-R3. 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, LL signed and sealed authorization of Suncoast Aluminum Engineering, C. 4. Screen Material: Design based on 18/14 or 20120 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 I, ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1 % - ASTM C 260 iv.Water 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 batching 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 shall be provided by the contractor. 10. Door location shall be determined by contractor in the field WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. I 10-0• I 3X3X0.090 Posr 2X3 KNEE BRACE (T'P) o. 3X3X0. go POST r 0 I Im i•- 0 I 'k- 0 I *-1o•-0" -�I 3X3XO.09 PO 4TH WALL A-3 4TH WALL 2XS MB 4TH WALL 7 EDGE BEAMB EDGE BEAN ,K iv-6" 1 10'-6* mGE B 112X5SMB ,7- 2X3X0.045 BRACE (TYP) 3X3XO.090 POST (TYP) 2X3Xa045 END BEAN END BEAM 2x3xo.o45 2X3xo.o45 . END BEAM 3•X1YX0.030' END BEAIA .. .. RISER PAN n A-3 A-3 A-3 2XSSMB 2X3X0.045 3X3XD o90 2X7SMB ' EDGE BEAM i_ EDGE BEAM POST (TIP) EDGE BEAN ' i 3•X12•XO.030" A-3 RISER PAN 0 �43X%90 3X3XO.090 3X3XO.090 3X3XO.090 3X3XO.D90 3X3XO.090 2X3 KNEE POST POST POST POST POST BRACE (TP) m 3X3xaoso m -I� POST 2X3GIR; A N 1X3(TP) n r-z• r-Y -7-2 7-0• r-o• r-o' 16'-6• � '•-s`+' • JAB- `� �. 215 0- 4-1 'PRO4//II 11 61bhALtSEAL, �0. ��POSTI I KNEE :E (TP) 10 -0. 3X3XO.090 POST-\ W w w Z_ Lu U a Z Q w c Q tD Z O 6i O Z w V) Z LLL. j a tr LU O rL N LL iii Z) Z_ U J w J J (D _ Q Z N� zmoo 0 w Jmm Q O W � `i m m U Z p~p Q N N Z 0 �3= Ln w tid! 4 N Lr) w = p Ow Q m U Q] U wZv~jC-4 w QQ Imo' W O O .� I- ofMiLLL DRAWN BY EB 08/11 /14 REVISION SHEET NO: A-1 � '•-s`+' • JAB- `� �. 215 0- 4-1 'PRO4//II 11 61bhALtSEAL, �0. ��POSTI I KNEE :E (TP) 10 -0. 3X3XO.090 POST-\ W w w Z_ Lu U a Z Q w c Q tD Z O 6i O Z w V) Z LLL. j a tr LU O rL N LL iii Z) Z_ U J w J J (D _ Q Z N� zmoo 0 w Jmm Q O W � `i m m U Z p~p Q N N Z 0 �3= Ln w tid! 4 N Lr) w = p Ow Q m U Q] U wZv~jC-4 w QQ Imo' W O O .� I- ofMiLLL DRAWN BY EB 08/11 /14 REVISION SHEET NO: A-1 �0. ��POSTI I KNEE :E (TP) 10 -0. 3X3XO.090 POST-\ W w w Z_ Lu U a Z Q w c Q tD Z O 6i O Z w V) Z LLL. j a tr LU O rL N LL iii Z) Z_ U J w J J (D _ Q Z N� zmoo 0 w Jmm Q O W � `i m m U Z p~p Q N N Z 0 �3= Ln w tid! 4 N Lr) w = p Ow Q m U Q] U wZv~jC-4 w QQ Imo' W O O .� I- ofMiLLL DRAWN BY EB 08/11 /14 REVISION SHEET NO: A-1 08/11 /14 REVISION SHEET NO: A-1 ALUAIES' M MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2x4:2"x4".x0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1 x2: 1"x2"x0.040" 1x3:1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2x4SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2 x 7 SMB: 2" x T' x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2x9SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SROSON T1TEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): 1TW / BUILDEX OR EQUIVALENT (2) 3/8" DIA. CONCRETE SCREW ANCHORS (3' CONC. EMBED) 1"x 2" OB W/ 1/4" CONCRETE SCREW ANCHOR 6" FROM UPRIGHT & @ 24" O.C. (MIN. 3" EMBED.) ?Y i p• a •d ..� ' a. x 3" x 0.090" INTERNAL/EXTERNAL 3" x 3" x 1/8" EXTRUDED POST BASE W/(2)3/8' DIA. THRU BOLTS B 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS (2) 3/8" DIA. CONCRETE SCREW ANCHORS (3" CONC. EMBED) x 3" x 0.090" /Ji CD co to CID �k� c gNfl4 5 ii a c uj c W Z Lu � a c 3" x 3" x 1/8" EXTRUDED z I = POST BASE W/ (2) 318" Lu a L DIA. THRU BOLTS (7 p a a ato LL u z p �;; 2 O N 2 Z LL N Lu z Lu 11 LLI p O w iz a O N d B-13" x 3" POST TO CONCRETE CONNECTION DETAIL A -2 SCALE: NTS Cc/1 i z u o J J S i QI^ In z z Vl \ Q Lu m m K O LU �LLm W 1 l z= an J Z ^nn o T—� " m n z o _ m -J N w N v r LL [ CHAIR RAIL MEMBER I I I I — -- I I ---- ---- I I---- 1"x 1" x 1/8" ANGLE W/ I I (2) #14 x 5/8' EACH FLANGE EACH SIDE OF UPRIGHT I I I 3'x3'x0.090" POST l L , o 0 La U I— U Q- u Z Z F- N W W Q fn L0 O U) (9 X �? w W O O J O.. W r)a- LL DRAWN BY EB DATE DRAWP 08/11/14 REVISION C PURLIN OR GIRT TO BEAM OR POST DETAIL a - A-2 SCALE: NTS © - SHEET NO: A-2 AdL (4) #14 x 3/4"SMS W/ NEOPRENEFACED WASHER EA- PANELcc `tA ' 3" RISER PANEL r O (4) #14 x 3/4' SMS W/ NEOPRENE FACED „ , • 0 3" x 12" RISER y • °, j '. •' 2"x3"xO.050"TOP RAIL- WASHER EA. PANEL PAN PANEL %X NO ANGLE REQUIRED (4) #14 x 3/4" SMS W/ / ///3� •' " <� UNLESS SPLICED OR II �I NEOPRENE FACED �5 CORNER - ATTACH w/ (4) �I WASHER EA. PANEL '/F/ ,S #10x4"LG II I FF SION 3" x UPRIGHT I I I _ SEE DWG. FOR — — • LLJ W UPRIGHT SIZE z W • 2' x 3' TOP RAIL w/ 3" x 12" RISER _ — — z Q (4) #10 x 4" SMS PAN PANEL I I W � C7 INTO POST 1 J 2'x2"x3"LG _ 2"x2"x3•LG 11/8"x2"x3"x0.050"ALUM RECEIVING CHANNEL W/ (3) Q z z 1/8' ANGLE x 1/8• ANGLE (3) 3/8' DIA THRU BOLTS #14 x 314"SMS EACH SIDE OF Q c�c Z 2" x SMB BEAM & (2) 3/8" DIA. THRU BOLTS Ln G LW — I I INTO POST (n z y 3' x 3" x 0.OST090" I I W W Q (4) #10 x 3/4" (4) #1 O x 3l4" I Z" x SMB POST ILL0 > p Q SMS INTO SCREW BOSSES I SMS INTOL,-;i I SCREW BOSSES I I 3' x 3" x 0.090' I I (3) 3/8" DIA. THRU BOLTS W DC I- O 0 (2) INTO TOP RAIL I (2) INTO TOP RAIL I I I POST d F- (2) INTO POST (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE S-1 ISER PAN ROOF TO POST CONNECTION RISER PANEL TO CORNER POST CONNECTION S SCAA-3 X 3 TOP RAIL CONNECTION TO 3 X UPRIGHT A_3 SCALE: NTS A-3 SCALE: NTS z ., 0 J F J Vr = m Q N z O - � Q U Cf- wmoo O WALL hm Z (4) #14 x 3/4" SMS W/ U NEOPRENEFACED z 0 n 3 o (4) #14 x 3l4" SMS W/ FLASHING WASHER EA. PANEL 3" x 12" RISER z NEOPRENE FACED PAN PANEL (N W ,`^., %, r OLL WASHER EA. PANEL FLASHING 3" RISER PANEL 2" x 3" TOP RAIL w/ (4) #1 O x 4" SMS INTO POST 3" RISER PANEL- 2"x2"x3'LG • • x 1/8" ANGLE U) W ------ • I I= - I 2" x 3" x 0.050" • � I (4) #10 x 3l4" •• SMS INTO D Q I / END BEAM — — — _ o B/UILDING / • • I SCREW BOSSES TOP W Q (4) #14 x 3/4"SMS W/ — — I / I I (2) INTO RAIL (2) INTO POST W < J NEOPRENE FACED EXISTING I BUILDING 1 1/8" x 21/8" xl 1/8" x 0.050" I _ — — _ I I U Z Z 1 : cV WASHER EA. PANEL ALUM RECEIVING CHANNEL I J W W U) Lo (3/8" DIA W/ (3) #12 x 3/4" SMS EACH SIDE OF I I 19 I- � 0 U) (9 of m THRU BOLTS BEAM & (2) 3/8" DIA. 2" x SMB 0 W O THRU BOLTS INTO THE POST I CDJ (h Q- LL. 2' x SMB I 1 1/8" x 2" x 1 1/8" x BEAM DEPTH x 0.050" 3" x 3' POST I I 3l8" DIA THRU BOLT I I I ALUM RECEIVING CHANNEL BY I I 2 I EACH SIDE OF BEAMI& (4)DRAWN EB i 3" x 3'" PPOSTOST - - #14 x 1"SMS INTO CORNER POST DATE DRAWN 08/11 /14 S-5' REVISION 1 _ S"'4 4TH COMPOSITE ROOF TO POST CONNECTION S-3 TO POST 4TH WALL DETAIL ISER PANEL TO CORNER POST P WALL DETAIL A-3 SCALE: NTS - ISER PAN A_3 SCALE: NTS A-3 SCALE: NTS SHEET NO: A-3 x } O U Q 3" RISER PAN ROOF PANEL SELF -MATING BEAM • • 2" x KNEE BRACE 1 1"x21/3'x1"x0.050" RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST S-6 KNEE BRACE CONNECTION DETAIL A-4 SCALE: NTS l ........ • •S `- i ±PEt05ES I tf ,�` r SPAM cx9 cr LU a 0 W z W (� C J J Z LU o z J Q w z w _z O h z C Z CJ V) LLI L J L1J LL LU Q Z ] o D O OC L1 1.— O r d V) LL a l Z L, U f Qr Z a W w m m m w < � LL N N � O11.1 r m m 1 W x U mcNry Z (D �3cc o J z V) W''^.,�r� LL S Ljj a V') It LU = w I— x Q D m U) W a Q Q= a z UQ J U ZZhc-4 x 3" x 0.090" 'RIGHT W_ W Q O) Lo O (9 , ) U) c w W p O_ 1 ' d cr- ce) - LL DRAWN BY EB DATE DRAWN 08/11/14 REVISION 1 SHEET NO: A-4