Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE U,rE ONLY: > ^ Date: b r Fee Due: Receipt# ? ' Permit # ALL INFO MUST BE COMPLETE.& FILLED IN TO BE: ACCEPTED'.' X {"f' St. Lucie County Building and Zoning ® 2300 Virginia Avenue SCANNED ® a Ft. Pierce, FL 34982-5652 SY 772-462-1553 • LUC12 County APPLICATION FOR ALUMINUM STRUCTURES PERMIT rr SPROJ/ECT`INFORMATION Q fl 1 1. LOCATION/SITE ADDRESS: Jl G Y� QA � 9, \n Y 64 C 4 2. PROJECT NAME: sl;kV skim % G\V Itj SITE PLAN NAME: 3. PROPERTY TAX ID #: "' 03 +' W O 0A pm 4. LEGAL DESCRIPTION (attach extra sheets if necessary): - 5 �� ��h� �\� , ` 1"► I�' 5. PLAT 6. PAGE 7. BLOCK 8. LOT ` BOOK �.� :' —NO. 1 NO. NO. NO. - 9. PARCEL SIZE.", LRRES/SQ FT. LOT:DIMENSIORS' ' � 1N 10. SETBACKS (ACTUAL) FRONT: ACK: RIGHT SIDE: : 11. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH=AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N=New A= Addition SG = Slab on Grade SR = Raised Slab DIMENSIONS SQUARE FEET OF R = Rebuild WD = Wood Deck CONSTRUCTION SCREEN ROOM �Q,$vil S G ❑ NEW EXISTING X ,S S ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ SUNROOM ❑ NEW ❑ EXISTING X ❑ 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 ❑ POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 12. VALUE OF CONSTRUCTION: $®� 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. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev. 31112009 OWNER INFORMATIO p --• NAME:.e V��l.. ADDRESS: �'\ t% 2. S w Uk-5-i %T O b C R• `, r� CITY: �C V LAP @-. STAT L ZIP 3 _1 / 1L-� Q PHONE (DAYTIME): (_) �0ft 3 .0 1` ^ %V Q EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: 15� wil ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (_) CONTRACTOR; INFORMATION STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT +#f BUSINESS NAME: V b Lc QUALIFIEW S NAME: V V. �1y1 b S � . �ii •. 7 ADDRESS: 3 V CITY: J V t 51 lv U e. STATE: L- ZIP PHONE (DAYTIME):����':�`FAX NO.7��.�$7���Sy� email: 1 ARCHITECT/ENGINEER: S N `lf1' LQ`QS`�' G�Q� G 1 . = �n yi ADDRESS:, CITY: S* STATE: L,, ZIP PHONE (DAYTIME): �7•)� " 5�,2 " 1,01-2 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 DEVEL OPMENT 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) OFFICE USE ONLY SECTION d1J TOWNSHIP I_ fr/ RANGE I MAP NO. a �G ZONING LAND USE LOT CVG % Additional Permits Required REPORT % BIMS FEE $ MISC FEES TOTAL FEES CODE d.I BUILDING & ZONING REVIEW ; FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE I ^�v / • INITIALS '�& r- - PLAN RFC �! [EW SPECIFICATION Cli ,KLIST PLEASE PROVIDE ONE OF THE FOLLOWING: N 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide To Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 11" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4`h wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening.or other details which are relevant to the design must be identified on the Plans. • . All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed inconformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self-closing,.self- catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or.cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7,. identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations •shall be required, pursuant to Chapter 13 .of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A.MOBILE HOME SHALL REQUIRE: (a) A 4"' wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. 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: PrAILURE 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 Record and is in adequate condition to withstand the uplift and weight of the alu exceed the " tprint a structure that was in existence prior to removal by hi OWNER 0 CO CTOR SIGNATURE [FPAWW7ij�,ACCO ROI STATE OF FLORI COUNTY OF m a n X O C The foregoing instrument was acknowledged before me ' f day 20�, Pme z: z this of , ��`` YU by Ili1 �1 n ���-S 1 Il /�1 m V who is versonally Xnown ) to me, or who has produced as identification. ow A- N�Ae &A - Signature of Notary IMPORTANT NOTICES: the requirements of the Engineer of `structure and said structure will not SIGNATURE STATE OF FLORI COUNTY OF !ad The foregoing instrument was acknowledged before me me this —A day of , 20—/-1, by ' n , who is personally ow to me, or who has produced as identification. Seal) Signature of NPry • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE 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. c a STANLEY TESSIER 9902 SW Eastbrook Circle Port St. Lucie, FL 34987 (603) 491-4496 (772) 345-1274 December 31, 2010 Vaughn: Attached is a sketch for my property at 8559 Gallberry Circle in Savanna Club. I spoke with the St. Lucie County Building Department in Fort Pierce and they said this was sufficient for what they need. If you have any questions or need anything else, please let me know. Thanks, Stan Tessier FILE COPY 0B I3. Suncoast Architecture & Engineering, LLC 4711 34th Street N.' Sutite G', St. Petersburg, FL 337114 Tel# 727-522-720f7 Fax #727-522-1471�� 1a?„ t Applicable Code and Design Element Summary Sheet December 23, 2010 L (! it St. Lucie County Planning and Development 2300 Virginia Avenue Fort Pierce, FL 34982 Re: Project Name: Tessier Residence Project Address: 8559 Gallberry Circle, Port St. Lucie, FL 34952 Project Scope: Screen Enclosure Contractor: V H Exterior To: Plan Review: Applicable Codes, Regulations, and Standards 1. The 2007 Florida Building Code with 2009 Supplements, specifically Chapter 16 Structural Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A and 1-B of the Aluminu Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-05. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Categor�1. 2. Basic Wind Speed, Table 1609 State of Florida Debris Region & Basic Wind Speed, P 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: 140 mph . Exposure Category, Paragraph 1609.4.3: C 3. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category Foundation Design Actual Sidewall Span 144" Footing Size Existing concrete slab. Upright Sizing Front Wall Member Size: 2 x 4 SMB Selected h "" Side WallI - r'ZI y Member Size:. 2 x 4 SNM Selected °= Beam Sizing Connection Style: Rigid Light (_X�), Rigid Medium (_�, Rigid Heavy E ) Member Size: 2 x 4 SM 3 Selected FL #AA26001769 FL CA #28841 i 1 UClj�c ] Q lh Project Name: Tessier Residence Project Address: 8559 Gallberry Circle, Port St. Lucie, FL 34952 Purlins Sizing Member Size: 2 x 2 Selected Girt Sizing Front Wall Member Size: 2 x 2 Selected Side Wall Member Size:, 2 x 2 Selected Eave Rail Sizing Front Wall Member Size: 2 x 2 with 1 x 2 Selected Side Wall Member Size: 2 x 2 with l x 2 Selected Required Bracing Front Wall Actual Sidewall Height: 96" Actual Sidewall Span: 144" Bracing: 1 pair 1/8 inch cable Side Wall: Actual Frontwall Height: 96" Actual Frontwall Span: 120" Bracing: Not required. Roof Tyne 1. Roof Type: Hipped Gable Applicable Details Attached: 1. Upright Concrete Detail: B102-10 2. Purlin or Girt to Beam or Post Detail: C101-10 3. Upright to Beam Detail: D101-10 4. Internal Gusset Connection Detail — Gable Roof: E102-10 5. Sloping Purlin to Upright Detail: F103-10 6. Anchor Cable Connection at Foundation Detail: H105-10 7. Cable Connection at Corner Detail: H107-10 Specifications The following specifications are applicable to this project: 1. ,_,a 1 �, I E� ri nl�., On 7 i , 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 FL #AA26001769 FL CA #28841 2 Project Name: Tessier Residence Project Address: 8559 Gallberry Circle, Port St. Lucie, FL 34952 Specifications (Cont) 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. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be SAE Grade 2 or better zinc plated. 4. All Self Mating Beam Sections are to be stitched with #12 screws 3" from ends and 12" center to center. 5. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4101.17 Residential Swimming Barrier requirements. Please notify us at your earliest convenience if you have any questions or need additional information. Sincerely, T6ny K. heu�g, AIA FL Resis ratio # AR 93618 F L 1� E COPW FL #AA26001769 FL CA #28841 L• Suncoast Architecture & Engineering, LLC471 1 34th street N.,I Suite c St. Petersburg, FL 33714 Tel# 727-522-7207� Fax #727-522-1471 Dimensions of Aluminum Members HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.044" 2 x 3: 2" x 3" x 0.050" 3 x 2: 3" x 2" x 0.045" 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1 x2: 1"x2"x0.040" 1 x3: 1"x2"x0.045' TILT SECTIONS 2 x 3 Tilt: 2" x 3" x 0.045" 2 x 4 Tilt: 2" x 4" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2"x3"x0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0. 100" 2x5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2"x6"x0.050"x0.120" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" F: 4i5�"'If5 I b�G y FL #AA26001769 FL CA #28841 GN-1 - - -- B102-10 HOST STRUCTURE _OQ o 2X4 X ! a SMB T-�-lo � O X N 2X4 1 1 2X4 SMB � a I MB / _ N N / o Li 4`1INI '-6a-� 5-0-�-T-0° 1'-6° 10'-0" F103-10 C101-10 N N 2X4 SMBN \� N H107-10 H105-10 r rW+ ��Zly 'r �LE F.*, e*SURE C MPH WIND ZONE PROJECT ADDRESS: SUNCOAST ARCHITECTURE & TESSIER RESIDENCE ENGINEERING 8559 GALLBERRY CIRCLE 4711 34TH STREET NORTH SUITE G ST. PETERSBURG FL. 33714 PORT ST. LUCIE, FL 34952 TEL: (727) 522-7207 FLORIDA LICENSES: AA26001769 & CA #28841 ©COPYRIGHT PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING 1 SCREENED ENCLOSURES " x 2" x 2 X UPRIGHT SIZE - 2" BREAK FORMED 5032 H-32 ANGLE SELF -MATING OF SNAP SECTION - TYP MIN 3 Y2" SLAB 2500 PSI CONC w/ FIBERMESH 1" x 2" O.B. BASE PLATE - TYP 1 Y' MIN CONC ANCHOR EMBEDMENT t 1 MIN 5d MIN EDGE DISTANCE FROM EXTERIOR OF COLUMN TO .a OUTSIDE EDGE OF SLAB SIDE VIEW (1)1/2" CAP SCREW w/ NYLOCK JAM NUT- IN LIEU OF NYLOCK JAM NUT, JAM NUT w/ THREADLOCKER MAY BE USED x 4" LDT 1" x 2" BASE PLATE ANCHORED TO CONC w/ 1/4" X 1 1/2" QUIKSET 6" — MAX EACH SIDE OF POST AND 24" 1 O.C. MAX ALTERNATIVELY - IN PLACE OF a ANCHORS, NOVOBOND 900-090 4 . ADHESIVE MAY BE USED -APPLY 6" 3/8" WIDE BEAD TO OUTSIDE EDGE - NO BEAD WITHIN 6" OF UPRIGHT. 4 24" C/C LEAVEW 1" GAP FOR FRONT VIEW DRAINAGE - MAX VERTICAL GAP = 1/4", CONCRETE MUST BE CLEAN AND UNSEALED OR ACID ETCHED PRIOR TO APPLICATION OF ADHESIVE 2" x 4" OR LARGER SELF -MATING SECTION UPRIGHT TO DECK DETAILS SCALE; 3" = T-0" SUNCOAST ARCHITECTURE & ENGINEERING blLE ` `,ry r' 4711 34TH STREET NORTH, SUITE G ' ST. PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26001769 & CA #28841 PAGE B-102-10 © COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING i I SCREENED ENCLOSURES I 2 Y2" x YB" x (GIRT WID- BACKING SNAP OR SELF-MATINC KICK PLATE NC 1. 0.024 ALUM 2. SCREW ALL cUKNLK6 3. 100 B - 120 B WIND ZONES USE #8 X 5/8" SMS 12" C/C 4. 120 C - 140 B WIND ZONES USE #8 X 5/8" SMS 8" C/C 5. 140 C -150 B WIND ZONES USE #8 X 5/8" SMS 6" C/C 6, SCREW GIRT, BOTTOM RAIL & BOTH SIDES 7. MAX KICK PLATE HT = 36" BOSSES(4�#10 x 1 Y2" SMS INTO SCREW SNAP OR SELF -MATING BEAM DNLY PURLIN OR GIRT TO SMB POST DETAIL SCALE: 3" = V-0" SUNCOAST ARCHITECTURE & ENGINEERING 4711 34TH STREET NORTH, SUITE ST. PETERSBURG, FL 33714 TEL: (727)522-7207 FAX: (727)522-1471 FLORIDA LICENSES: AA26001769 3 CA428841 © COPYRIGHT 2010 PAGE /� C'IVi`IV NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING _ _ _ i SCREENED ENCLOSURES SELF -MATING 4" BEAM - NOTCH FOR UPRIGHT FOR SLOPED BEAMS, MAINTAIN 5/8" SCREW SPACING .062" INTERNAL BACKING PLATE FROM EDGE OF BEAM TO COVER ALL SCREWS 2" x 2"GIRT SECTION -ATTACHED TO BEAM w/ (4)1 Y2" SMS 1" x 2" OPEN BACK GIRT SECTION ATTACHED THRU UPRIGHT TO BEAM w/(2) #10 x 1 Y2" SMS & TO GIRT w/#10 X 1 %2" 5/8" TYP @ EDGE SMS 24" C/C (6) #14 x 5/" SMS EA SIDE 4" (MIN) UPRIGHT 5/8" TYP @ EDGE 1" 1" VARI S RIGID LIGHT CONNECTION - #14 SMS - ALL WIND ZONES - 4" BEAM SCALE: 3" =1'-0" SUNCOAST ARCHITECTURE & ENGINEERING 4711 34TH STREET NORTH, SUITE G ST, PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26001769 & CA 928841 PAGE D-101-10 © COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES' 2" x 2" PURLINS ATTACHED TO BEAM w/MIN (4) #10 x 1 %" SMS -BEAMS BUTT TOGETHER 3/16" 5052-H32 GUSSET 5/8" 5" 5" 5/8" #14 SMS 1 1/4" C/C NOTES; 1. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL OR EXTERNAL 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING 3. GUSSET LENGTHS REMAIN CONSATANT, WIDTHS CHANGE TO MATCH BEAM SIZE TYPICAL GUSSET PLATE CONNECTION DETAIL- RIGID MEDIUM SCALE: 3" = 1'-0" SUNCOAST ARCHITECTURE & ENGINEERING 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26001189 & CA #28841 PAGE n Cnov !r. T 91 V�,. ,� R.�H.2..0 E- i 2, U NC T TO BE REPRODUCED iN WHOLE OR iN ?ART WITHOUT THE VVRI T TEN PERMISSION GF SUiSCGAST ARCGIITEC+I VRE AiAD EN•3INEERIIG - -' ' SCREENED ENCLOSURES PURLIN PROJ PURLIN LENGTH X 2"X 1/8" 5032- H32 ANGLE EA SIDE OR PROJ PURLIN LENGTH X 2" X .063" 5032-1-132 RECEIVNG CHANNEL 2" x 2" EXTRUSION 1" x 2" OPEN BACK EXTRUSION NOTCH POST AS REQUIRED UPRIGHT coVI ¢ SLOPED PURLIN CONNECTION DETAIL SCALE; 3" = V-0" SUNCOAST ARCHITECTURE & ENGINEERING 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26001769 & CA 928841 PAGE" © COPYRIGHT 2010 r F-1, 03-10 , NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING �_ m SCREENED ENCLOSURES 1/8" S.S. CABLE 2 o0 �. o0 a 3 %2" (4" NOMINAL) SLAB MIN x 3 %" EMBED WEDGE ALL 2500 PSI CONC 6 x 6 -10 x 10 ANCHOR WWM OR FIBERMESH CABLE CONNECTIONS AT -,FOUNDATION SCALE: 3aa =1' 10II— ;ll , :.• SUNCOAST ARCHI( ECTIJRE kox r' ENGINEERING 4711 34TH STREET NORTH, SUITE G ST. PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26001769 & CA 928841 COPYRIGHT 't0 10 PAGE H-105-10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTUP.E AND ENGINEERING .1 SCREENED ENCLOSURES (9) #14 X 3/4 SMS 1/" PLATE ON 45' ANGLE EYE BOLT FOR CABLE TENSION PERIMETER FRAMING CABLE CONNECTION AT CORNER SCALE: 3" = V-0" SUNCOA'SAI 'C :ITECTrIJRE`&a , ENGINE' RI 4711 34TH STREET NORTH,, c` ST. PETERSBURG, FL 33714 " TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26001769 & CA 926641 © COPYRIGHT 2010 PAGE 1/v NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING