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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED I Date: r SC NNED Permit Number: BY St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462/1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Aluminum PROPOSED IMOROVEMENT LOCATION: APRO s LGiS, Address: 12 KASSAB,BA LANE 12ERN11Tii�C' Legal Description: ST.LUCIE GARDENS at. Lucie county, Property Tax ID #: 4414-0u 1-1 iv1-UUU-a Lot No. Site Plan Name: Block No. Project Name: i Setbacks Front 25' Back: 21' 5" Right Side: 12' 1" Left Side: 12' 1" I DETAILED DESCRIPTION OF WORK: INSTALL A NEW 12 FT X 26 FT 4" ALUMINUM CARPORT PAN ROOF, 12 FT X 18 FT SCREEN ROOM WITH PAN! ROOF, AND A 12 FT X 11 FT 8" BACK PATIO PAN ROOF. ALL ON EXISTING CONCRETE. `CONSTRUCTION INFORMATION: itionaF-work to be ertormed under this permit -check all apply: 0HVAC 0 Electric Total Sq. Ft of Cost of Constr Gas Tank []Gas Piping 0 Shutters 0 Windows/Doors 0 Plumbing Sprinklers E]Generator EIRoof uction: 674.4 sy1SS�.2o S Ft. of First Floor: _ Utilities:0Sewer 0Septic Building Height: OWNER/LESSEE: 1 CONTRACTOR: Name WYNN BUILDING Address: 8000 S. USA City: PORT ST LUCK Zip Code: 34951 Phone No. 772-828-5516 E-Mail: Fill in fee simple Titl� from the Owner listed CORP Name: PATRICK DIFRANCESCO Company: TRI-COUNTY ALUMINUM,INC Address: 5512 SEAGRAPE DR. City: FORT PIERCE State: FL Zip Code: 34982 Fax: 772-461-0993 Phone No. OFFICE 772-461-0993 CELL 772-216-7780 E-Mail: State or County License: 24444 1 State: FL 1 Fax: I Holder on next page ( if different above) If value of construction is I$2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENT AL,CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: SUNCOASTENGINEERINGLLC MORTGAGE COMPANY: _ Not Applicable Name: Address: 13630 58TH STREET NORTH SUITE 101 Address: City: CLEARWATER I i State: FL City: State: Zip: 33760 ! Phone: 727-532-9000 I Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: I Phone: Zip: Phone: Zip: I certify that no wort St. Lucie County mak, which is in conflict w structure. Please con In consideration of tF in accordance with tl The following buildin accessory structures, WARNING TO OV improvements to before the first in commencine wor STATE OF FLOF COUNTY OFJ The forgoing insti this 31 �' day of _ M A-777, a (Name of person; (Signature of Not Personally Known Type of Identifical Commission No. or installation has commenced prior to the issuance of a permit. s no representation that is granting a permit will authorize the permit holder to build the subject structure h any applicable Home Owners Ass ciation rules, bylaws or and covenants that may restrict or prohibit such ult with your Home Owners Associ ion and review your deed for any restrictions which may apply. granting of this requested permi , I do hereby agree that I will, in all respects, perform the work approved plans, the Florida Buil ing Codes and St. Lucie County Amendments. permit applications are exemp from undergoing a full concurrency review: room additions, swimming pools, fences, wall signs, screen rooms and accessory uses to another non-residential use NER: Your failure to Re ord a Notice of Commencement may result in your paying twice for (our property. A No ' e of Commencement must be recorded and posted on the jobsite pectiosou int d to obtain financing, consult with lender or an attorney before or � {n. g v r Notice of CommencemenA-, Revised 07/15/2014 of STATE OF FLORIDA COUNTY OF SS ,— Holder was acknowledged before me The forgoing instrument was acknowledged before me a GW , 20 14 by this bay of t",4 W_ G/-/ , 20_14—by `%LE I/)`/NNC / ARLcK /J/ _X,4 )GFSCAD ledging) (Name of person acknowledging) ilic- State of Florida) (Signature of Not Public- State of Florida ) i OR Produced Identification Personally Known OR Produced Identification Type of Identification M , aY P ; -- 7 ,`PRY Ave i,, ,t . o: NotaryP,r��1bli�r State of Florida r°t, L`�: Rotary P I�State of Florida M Go; fires Oct 2, 2016 Commission No. y d = My Corn xp res Oct 2, 2016 < Commission # FF 015226 Commission # FF 015226 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE L S— COMPLETE � 14 /5 INITIALS I I cop I .1 MIN, SETBACK REQ, FRONT SIDES 1;7-' CNR SIDES iS REAR Z0' erv-� ZNG. e04 TECH. 411, llL:� ) 7�) Lo APR 0 'yo FILE E. SMITH, CLEF F THE CIRCUIT COURT - SAINT LUCIE 01 �Y 401176$ , OR BCC,•__ '3688 PAGE 1602, Recorded 11/07/201,�'.11:10 AM PERMIT NUMBER r NOTICE OF COMMENCEMENT The undersigned hereby givco notice that improvement will be made to certain reel Property, and in eeeordenee will+ Chaptn 71 3, Florida statutes the following information is provided in the Notice of commencement. (Legal 1. UESCRD'TICI'N OF PROPERTY ( description and street address) TAX FOLIO NUMBER - 3,4_L9 — S O 1 — 1 7 0 1 -0009 Spanish . — TRACT LOT 9f LDG ONl- SUBOMSION_ Lakes- ,BLOCK— Section6, Tounshio 36s RanclP 40E 2.GENERALDESCRIPTIONOFXMPROVEMENT: Replacement of Mobile Home �---- 3 OWNER UVFORMATION: a. Name ' 'b Address 8000 S- US1, Suite 402, PSL FL 34952 c.interest inpropuly �d. Name and address of fee simple titleholder (if other than owner)__, 4 fj',n NTRArTn R'S NAME. ADDRESS AND PHONE NUMBER: S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. 4£NUER'S NAME, ADDRESS AND PHONE NUMBER: 7 Persons wirhin the Slate of Florida designated by Owner upon whom notices or other documents may be served as p.'ovalcd by Section 713.13 (1)(a) 7. Florida Statutes: 201 —8 41 8 NAwuE. ADO&ESS AND PHONE NUMBER: Doug .Brantley 1 Silver Oak Dr- PSLr FL- B (n addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as pro v,dcd -n Sect -on 713 13 (1)(b). Florida Statutes: NAME. nOARESS AND PHONE NUMBER: 9 Expiration date of notice of commencement (the eapication date is I year from the date of recording unless a d�tfera+t dotes specified) ,'20— wn RNINC 1'0 OWNC•t; ANY PA YMENT5 MAO By THE AFTER THE EXPIRATION OF THE 07TCT OF^NO CAN Rtet_ry Matthew Lyle Wynne v -PrP5_3_dent A lure of Owner or Print Name and Provide Signatnry's 'l iUc/ .cc er's Authwiled OiTlcer/DirectorfPortner/M2nager late of Florida ounty of _Sr _ Lttrie qj_ y he foregoing u+sva menr was aekno.wledged before me this r3o day of � _ GTo�S Fh • 20 y IMatthew Lyle Wynne as V (� � -'QT (Name of person) (Type of authority .. e.g. Owner. offiner, trustee. ntlor icy mfoul d,wynne aLulding Cor oration (Name of parry on behalf of whom instrument was eaecutcd) Personally Known ✓ or produced the following Il'pc of It) — 'ontcd Name of Notary Public) rider penalties ofperjury. I der i,ef (seehoa 92.525. F id. Ss I a.f aystuloayR..v.a•..p •p ""err, DOROTHY ANNrBASKIN Notary Public -State of Florida My Comm. Expires Oct 2, 2016 (Signature of N Publi :'I �9 Commission M FF 015226 ��s'r' •• Bonded Thrao9h National Natar ssn. >It I have read the foregoing_and al the face ,n rl ar t+ (s) ar Owner(s)' Author' cd Offieer/Director/Partncr/Mal ago' who signed ubovc' STATE OF FLORICA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. H E. SKIT LE e`puty C rk Date:— NOV n 7 201k Search Results for Map Page 1 of 1 About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Results 27.3181 80.3048 7-10 Wind Speeds peak gust MPH*): isk Category I: 148 isk Category II: 160 isk Category III -IV: 172 RI**[ 10 Year: 88 RI** 25 Year: 107 RI** 50 Year: 120 RI** 100 Year: 131 7-05: 140 7-93: 100 •MPH(Miles per hour) '•MRI Mean Recurrence Interval (years) I Us rs should consult with local building officials to rlelemiine If there are community -specific wind speed requirements that govern. Download a PDF ofyoour results Print your results WIND SPEED WEB SITE DISCLAIMER: Wile 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 apblicability 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. I I Sponsored by the ATC Endowment Fund •Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 •Redwood City, California 94065 • (650) 595.1542 I III I I APR 0 9 -Oi5 N-L:R iITTING S11. LLICie County, FL I http://windspec i.at,council.org/index.php?option=corn content&view=article&id=10&dec=... 3/9/2015 y r �I.� �6reYdt)VF� xYar oar ° ..:..� � c 74, at low . . Z 417 l aEi+CaMIP :Of iq pit, i limit 4- MP r}. ow lot. +T ro r� Aw�ismeno rm �_ p T Oil51 . � 4 p _ Mefliterran n•Blvd�!� �` 0< �}' 'tid #o - ! '° n ,_ •�a,5�o- le earth lag Eca ya 'CONTRACTOR: TRI-COUNTY ALU ' ', UM, 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 Spee3VuLT =150-_MPH:-VAsD-=1-16 MPH-as-reguiredby_local - .jurisdiction 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 concrete slab. No additional concrete footing or slab is required loads imposed upon the existing slab by the proposed Lion if the existing slab is a minimum of 4" thick and in sound i. free from structural crackine. Mailing. or other deterioration. Roof Type • Roof Type: MONOSLOPE • Roof Material: 3". x 12" x 0.030" Metals USA Riser Panel, . .. Florida Product Approval Number FL 1779-113. 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 Aluminum 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.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 histitute 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 (ldckplates) 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. { 10'-0- 3X3X0.090 POST 0 I iV 3X3X0.090 �I IPOST #— 6'-6' 10'-0' 3X3X0.690 POST 0 (TYP VWIRT to I (TYP) 'k--- 3X3X0.090 POST If 3X3N POSI a'-s' �e'h l Sf � � lPy A-3 A-3 +r--11'-4' 9'-0- 9'-0' —t 13'-2' 13'-2' --� WSMB 47H WALL 3X3X0.090 2X5SMB POST (TYP) 4TH WALL 2X3X0.045 END BEAM 2X3X0.045 2X3XO.045 2X3X0.045 ij END BEAM END BEAM 3'X12'X0.03D' END BEAM iV RISEF PAN iV 2X5SMB p_3 2X3X0.045 p_3 3X3X0.090 2X5SMB POST (TYP) EDGE BEAM EDGE BEAM EDGE BEAM 1 B'-0' 26'-4' 3'X12'X0.030' RISER PAN F3X3X fO 3X3X0.090 POST _ 0.090 POST 3X3X 0.090 POST 3X3X 0.090 POST 3X3X 0.090 POST 3X3X0.090 POST 3X3X0.090 2X3 KNEE POST BRACE (TYP) I m A-4 _ 0 2X3G1R ( 1X3 (TYP) A-2 A-2 A-2 11'-4' 4'-6' 4'-6' 4'-6' 4'-6' 13'-Y 13'-Y .j�1 0 I J 3X3 POS fLL rn 0 J�L. — w :V co <— o /PR6kSSIQN4 PIR 8F4P 4 \ \ U 1'-0' 3X3X0.090 /'POST KNEE :E (TYP) 0 1 iV 3X3X0.090 POST • B'-s' --# 1.-0" 1.090 1X3 (�) 0 �RT SX3X0.09 'OST 090 POST POST 3X3X0.090 �I POST 2XDJ 6 I 2XDJ iq 3X3X0.090 POSTE,-6' ST. LUgOVU�ff LULWI IBIS ON REVI 'WED FOR COMPLIANCE RF,VIEWED .UY DATE PLANS ANY9 PERMIT MUST BE X EPT ON JOB OR No DiSPECTION WILL BE MADE. W U.J Iu Z LLi (7 —a — Z Q W o Q Z O tii O z V7 Z W W Q LL > p 0 LLI O d c� LL ZUo J a -J Z O@ co a F— ZKOao O W " mm z U ZarvN Z - cam^--^ o Z) Z N W "'iu�LL LL N N LI-1 w 0 gw Q Wm� U m � IJJ wC0c~nto U)Q O M OC w-J a of -D-U- DRAWN BY AG DATE DRAWN 03/10/15 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIMNSk' HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" Q` , 2x3: 2"x3"x0.050" P 2 x 4: 2" x 4" x 0.050" v� 2x5: 2"x5"x0.050" C '� � = Cc) v7 O Q OPEN BACK SECTIONS wIt ', Q Z9.• 1 x 2: 1" x 2" x 0.040" U o Z Ix3: 1"x3"x0.045" �' > SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" I I �S 2 x 3 Snap: 2" x 3" x 0.050" I I i „ • , !�j �� I I 3" x 3" x o.osa' P 2 x 4 Snap: 2" x 4" x 0.045" I I 3" x W x 0.09W I POST // l 910Nl I POST PROFS kL SEAL _SELF MATING (SMB) _ (2) 3/ I I 2 x 4 SMB: 2" x 4" x 0.044"�.I00"-- SCR W ANCHORS � 2 x5 SMB:-2"-x3"x-0.050'° x 0.100" (3" CONC-EMBED)- — I I W _ _ _ - _ 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" - - - - - - - - - - -- - - - - - - I I - - - -- - - -_ _ _ _ _ __- (2)-3/8'_DIA-CONCRETE I I W Z W 2 x 7 SMB: 2" X T' X O.OST X 0.120" _ - I -I - - - -� p� __ _ _ _ _ SCREW ANCHORS _ - - -(3" CONC-. EMBED)- _ - _ _ _ - _ � d 2 x 8 SUB: 2" x 8" x 0.072" x 0.124" 1"x W OB W/ W CONCRETE I I INTERNAL/EXTERNAL 3"-x 3" x-1/B'-EXTRUDED _ _ _ _ _ _ _ - 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" SCREWANCHOR W 3" x 3" x 1/8" EXTRUDED I I POST BASE W/ (2) 3/8" W Q 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" FROM UPRIGHT & @ I I POST BASE W/ (2) 3/g• DIA. THRU BOLTS J (' 24" O.C. (MIN. 3" EMBED.) DIA. THRU BOLTS Q MINIMUM FASTENER EDGE DISTANCE: 1/2" Z H MINIMUM FASTENER SPACING: 3/4" — — — — O z °.4 CONCRETE SCREW ANCHOR: •' a • ' LLj LL G SH%4PSON TITEN HD OR EQUIVALENT .� • • ; • b . °•m p SHEET METAL SCREWS (SMS): a • •• a ' a' � ° a?, ' ` Wcc O ITW / BUILDEX OR EQUIVALENT • , ®+ • a N Mae a ' a B B-13" x 3" POST TO CONCRETE CONNECTION DETAIL 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS SCALE: NTS A-2 Z V.. M J m Q Zoo a zoom 1 /8" 2" 7' EXTRUDED I L W m T T m O1 x x ANGLE 5052 H-32 ALLOY • • (4) #14 x 3/4" SMS < W t' J z 0 W °� N 'f' • • INTO DJ U Z �aNN I z (D Z I"o jC O N W'�u�GLL 1i U221114r CONCSLAB / FOOTING s °' , ,BEDMENT SEE PLAN 4 I I a' • S '! 6 q' . �' '• CHAIR RAIL MEMBER I I SIDE VIEW — — — I I — — — — LLI f� Z ---- I I ---- w U Q Im (1) 3/8" DIA. CONCRETE 1" x 1"x 1/8 ANGLE I I , ) M J U SCREWANCHORS I I UPRIGHT E (2) #14 x 5/8" EACH FLANGE Q V Z I-- N (21/4" CONC. EMBED) I PRE -HUNG EACH SIDE OF UPRIGHT I I , 0 U Lo F- 0)) DOORJAMB IPOST IL4—y x 0.090 � 04 w W 04 Q J CLL DRAWN BY AG 1"x 3" BASE PLATE ° a ANCHORED TO CONC W/1/4" w a DATE DRAWN CONCRETE SCREWANCHOR 4 a a 03/10/15 (MIN.1 114" EMBED) • a REVISION 6 MAX EACH SIDE OF POST • .,, • �4. ; •e , ' ' '- AND 24" o.c. MAX . �"' .• — •'% C PURLIN OR GIRT TO BEAM OR POST DETAIL FRONT VIEW A-2 SCALE: NTS © - SHEET NO: DJ-1 UPRIGHT TO CONCRETE PRE -HUNG A-2 DOOR LOCATION DETAIL SCALE: NTS A-2 9 1 (4)#14 ms W/ \\ / NEOFi--_�..�=FACED WASHER EA PANEL �\ �� r/••��/i C _ W Q z.� �z , 3" RISER PANEL • -7(4)#14x314ESMSW/NEOPRENEFACED WASHER EA. PANEL 3"x 12" RISER2"x PAN PANEL �i S • ••.•NO Ao 3"x 0.045ETOP RAIL- ANGLE REQUIRED (4) #14 x 3/4" SMS W/ // UNLESS SPLICED OR II IINEOPRENEFACED CORNER - ATTACH w/ (4) WASHER EA. PANEL #10x4"LG II I PROFESSIONAL SEAL 3" x UPRIGHT III� cc SEE DWG. FOR — _ — — W --- —-_UP-RIGHTSIZE- • W Z —--- --- — END BEAM � 2" x 3" x 0.045" TOP— RAILw/ 3" x RISER -- — — W Q (4) #10 x 4" SMS PAN PANEL P I I � � INTO POST I I 11/2"x21/8"x11/2"x3"x0.06r'ALUM a 2"x2"x3"LG 2"x2"x3"LG RECEIVING CHANNEL W/ (3) Z x 1/8" ANGLE x 1/8" ANGLE (2) 3/8" DIA. I #14 x 3/4" SMS EACH SIDE OF C�C y THRU BOLTS r' x 5" SMB SEE PLAN BEAM & (2) 3/8" DIA THRU BOLTS N G U — I I INTO POST N Z 3" x 3" x 0.090E I I (4) #10 x: (4) #10 x 314E 2' x 5" SMB SEE PLAN POST ILLL � p SMS INTO SMS INTO I I W 12 SCREW BOSSES I I SCREW BOSSES I I 3" x 3" x 0.090E N O (2) INTO TOP RAIL I I (2) INTO TOP RAIL I I POST (2) INTO POST (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE S-2 S-� RISER PANEL TO CORNER POST CONNECTION S UPRIGHT RISER PAN ROOF TO POST CONNECTION A-3 SCALE: Nrs 2 X 3 TOP RAIL CONNECTION TO 3 X SCALE: NTs A-3 A-3 SCALE: NTS Z U ti s J � � Q Z o RQ F- ZNo pp U LA r�m�mmOW LLJ Z Wmmm (4) #14 x 314E SMS W/ U Z a N N NEOPRENE FACED Z (9 •n 3 P� c (4) #14 x 314E SMS W/ FLASHING WASHER EA PANEL 3" x 12" RISER Z m , o NEOPRENE FACED WASHER EA. PANEL PAN PANEL N W m F s FLASHING 3" RISER PANEL 2" x 3" TOP RAIL w/ (4) #10 x 4" SMS INTO POST W RISER PANEL I 2"x2"x3"LG • el x 1/8" ANGLE N I 2" x 3"END • I BEAM EXISTING •• (4) #10 x 314" SMS INTO Q Z g W • BUILDING I Q I — — — • • SCREW BOSSES () (4) #14 x 3/4"SMS W/ _ _ — RAIL I I NEOPRENE FACED EXISTING I BUILDING% 112"x21/8"x11/2"x3"x0.062' I — — — — (2) INTO POST 1sa�, 0 m J v Z ¢ F- WASHER EA PANEL I I I I N ALUM RECEIVING CHANNEL ) W W fn U) (2) 318E DIA. W/ (3) #12 x 3/4" SMS EACH I I I 9 ¢ F- 0) O THRU BOLTS SIDE OF BEAM & (2) 3DIA I THRU BOLTS INTO 2" x 5" SMB Y w W O J THE POST N �" W — 0_ tL 2" x 5" SMB SEE PLAN I I 1 12" x 2118E x 1 12" x BEAM DEPTH x 0.06r' 3" x 3" POST I I I I I 2" x 5" SMB SEE PLAN I I ALUM RECEIVING CHANNEL W/ (6) #14 x 3/4" SMS INTO EACH SIDE OF BEAM & (3) DRAWN BY AG 3" x 3" POST - - #14 x 1" SMS INTO CORNER POST DATE DRAWN - - I 03/10/15 REVISION_ S-4 S-5 COMPOSITE ROOF TO POST CONNECTION S-3 ISER PANEL TO CORNER POST PRATH WALL DETAIL SCALE: NTS - RISER PAN TO POST 4TH WALL DETAIL A-3 SCALE: NTS A-3 A-3 SCALE: NTS SHEET NO: 3--1