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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE U ONLY: Date: Fee Due: Receipt# �/v Permit # 2 V ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zonin 0 2300 Virginia Avenue 6 A4NE{D o c Ft. Pierce, FL 34982-5652 BY 772-462-1553 'a(, Lucie County APPLICATION FOR ALUMINUM STRUCTURES PERMIT PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: V j j%� );,-I& v PZ 2. PROJECT NAME:.A l b t� de ✓- SITE PLAN NAME: 3. PROPERTY TAX ID #: 3 7, %D 1^ D 0 2 3 —d 6 0— z 4. LEGAL DESCRIPTION (attach extra sheets if necessary): FO D 2 e E:.S �5 R v g 1-af2o Cor 3/?y�- 2 85,9 5. PLAT BOOK 6. PAGE NO. 9. PARCEL SIZE: ACRES/SQ FT 7. BLOCK NO. 8. LOT NO. 2 O LOT DIMENSIONS 13o �--6 O, 10. SETBACKS (ACTUAL) FRONT: BACK: 2RIGHT SIDE: / :5, 9 / LEFT SIDE: %, O S 11. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N=New A= Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ 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 EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X 3' ❑ OTHERS r e c,•r [>h O loS t� ❑ NEW 0 EXISTING ' X /;Z! ❑ POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION / 12. VALUE OF CONSTRUCTION: $ �a^� %D • v a 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. 3/I/2009 OWNER INFORMATION,, NAME: ADDRESS: ry r`• fG P CITY: &L STATE: E' 4 ZIP ,3 �-' 9 9 PHONE (DAYTIME): - 7a 7S-- 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: 21P PHONE (DAYTIME): (_) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: S_ CC'_ 4 1 Y 9 8?) ST. LUCIE COUNTY CERT #: BUSINESS NAME: l ✓' $' T et QUALIFIER'S NAME: 2 ADDRESS: V�Cz� /� Ivc/ A4,9 ea sz t i ! •e 0`6L lie CITY: 67z- STATE: '---h ZIP c�Tso PHONE (DAYTIME): V-71) 6 2,(- leo ,fu FAX NO. LC email: , V-D hi bo ay AD [ • ro �y ARCHITECT/ENGINEER: SLIi'1 G' 0 2 �/'�/, ��e to P FN 5'/ N r P/'P N 4 i 4 L•C ADDRESS: `f 7/� -i� N. Sy �� G CITY: �C2�. &Jf e4 cr g STATE: G- ZIP d 71:K PHONE (DAYTIME): 7) 6 2:2- 72 0-7- 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) OFFICE USE ONLY SECTION 33 TOWNSHIP �%,� RANGE 31 MAP NO. v ZONING P LAND USE R LL LOT CVG % Additional Permits Required REPORT LM BIMS FEE $ MISC FEES $ TOTAL FEES CODE BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZO G SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE 1 —/ 1 COMPLETE — l I INITIALS AO JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3545221 OR BOG. 'i255 PAGE 1969, Recorded 12/23/2010 ,-"'',`LO:39 AM AFM RECORnINO•REtURN TO: All Shutters & Screens, Inc. 569 NW Mercantile Place Port Saint Lucie, Florida 34986 POMUNMBt$ The undersigned hereby given notice that improvement will be made to attain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of co mmme^Mment 4WDESCRR'TION OF PROPERTY (Legal description and street address) TAR FOLIO NUMBER: 3 32 7-7d (-d 623-Oo0-2 2. GENERAL DESCRIPTION OF IMPROVEMENT: ' "@s c oiie s La r pG A PN I-AC.S 4J - 2WNER INFORMATION: a. Name o C Al r b. Address t!• L 6 c. interest in property owner d. Name and address of fee simple titleholder (ifother than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: All Shutters & Screen, Inc. 569 NW Mercantile Place, Part Saint Lucie, Florida 34986 772-621-4084 5. SUREMS NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: n/a 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: n/a 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: / NAME,ADDRESSANDPHONEMMBER. NdMPV.:i.ke,, l ij lnatt., 8. In addition to himself or herself, Owner designates the following to receive a copy of the lienor's Not!. as provided in Section 713.13 (l)(b). Florida Statutes: NAME, ADDRM AND PHONE Num]a : n/a 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) . 20_. k.-1& 14 a 4 �j A (b tl-Icl g-1 Ptfrd Name and Provide ftnatory'. TitwOl>doe Owner's Authorized O�eerJDlredor/Pattan/Mamtger Statc of Fbrl& C .'y LLfG N�� The foregoing ins�uln 1t was occknoviledged before me this _day of A&iq&' S7i .20 /D By on ,'77 as (Name of person) (Type of amhority...e.g. Owner, officer, trustee, attorney in fact) For, (Nacre of party on behalf of whom instrmeat was executed) Personally Known,-Zor produced the following type of Ipi,,,,,,,_ (Printed Name of otaryPublic) (Sigoamre of Notary Public) Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best belief (section 92.525, Florida Statutes). �n Signature(s) of Owner(s) or Owner(s)l Authorized OMeerfiM ectadPariner/Mttnager who By: By / R,,,.aNwrmmtR�.aerm SWE OF FLORIDA ST. LUCIE COUNTY THIS IS TREPT t4�3TTHP nRGi'm E��T OPYop tag i `'�►=' ®ate: d tB . +.. }s'�'..�y k �,'. µt.33r.� 1{+t,I, !''�rl'b^�'�j� L � � � � �ljrl�. �' "�'• � r J't, . � c •� ;Y N.Y"fc� �� -.`r �'. _fit � •:�.. , ° ,�'S:� �` ri .'�,a; t �'�.�: �fP+.::�I�i��'^'t .' tNt 'sy �y:is !' � '}- i yT`:s s{ :. r�` t .' 't rt'..�"'', r�.''''� �' s, ���*.a. ��.- a�M.'{�+r '- m..t-.k.'i.{I � r•;': x}.��f„ 'r.�a;c =r fZ ':�• i a." i e-.�f tea, >�, q.' '� t'<T .'ko��. r;'�- ,,ram` �4...t R�e-d'.�. .c _D':�_" ,�.� t ,,w �,�.c�:'�. i•.v-.>..: v s -.r "t'�°�'r ��i;; -i "_.y t3 ,R a' �{-�-J'". 'r•r_,�.�x t �- 9�i.as-'���� k t. ..fit F �; r� i f N. s c °S'n �45,r.. ',;. � � a ,d7iy`��� '.. #� F +" fi+.�`:ii�_ � `_". �r ay OAe � ,r'.• pt31 *��.,st`�' ©..Y_ � � � j�*s. _t , �� r c. �.�r �r _, ' I l K�'...!4 ::�'a� ;:� i :e ar, t... r -r • r3b xt trt rg � t -✓ .,�, �I ,e � s. ,}.. � 3 1 SH���,t�,•�,� h,e � ��} �"Y iti°!�° � r �y hr. 4 � � o ��vy y�� + � +�'�1✓ Y' t F e s' �§fir �+r: ez� � , iu n✓1 F S-� 41 Fl x 1 3 } rt -C[ L 'VY� ,'�S� b ° �R { 4: :.F:.- � t. �. p � 7.{:� - _ y-.✓� A f r ,may. �. ..j ''.7 y' _... ,� 'L..: I;n>F ® .• - . .tom"L.kty„'F' - t } .1 �.'" - _ Ems. 14,��,�44f4k,Tyn"�_l_;.?^�-5'.;z."s'��.M.L�iu,..i.,..:.�.. .4 Z` CONCRETE VALLEY GUTTER BELFRY PLACE, ASPHALT NTT 2' CONCRETE YACCEY GUTTER' N •20'42" F.L►,1 QsY'26 619-46 s' 0' A=54.98' - ,.,• � y EASEMENT � .: ; 5•�• 4 `4 10.30, 3 70 p) ,ONE STORY 3 O RESIDENCE -i y 18434 _ w .AaB4.84' - --177 — — 2�0 o=4.2a?.a2 �ZsD :.._.._...._...:....:_-...._-._..... ....... S% LT CIE Cf:iT —TYB"U9Di1LTfs17i� �; is � "� � •� Fci yl. hUGUEL ESPINOS "LAND SURVEYIN% WC .. . -.aoccS,SiYs9u"� frC![ e€ ' Suncoast Architecture & Engineering, LLC I 4711 34 Street N., Suite Gj St. Petersburg, FL 33714''- Tel# 727-522-7207 Fax #727-522-1471 I _"N Applicable Code and Design ElementSummary Sheet Ir� December 14, 2010` f f St. Lucie County Planning and Development 2300 Virginia Avenue I �.r Fort Pierce, FL 34982 Re: Project Name: Albinder Project Address: 8434 Belfry Place Port St. Lucie,! FL 34986 Project Scope: Screen Enclosure Contractor: All Shutters & Screens To: Plan Review: _Applicable Codes, Regulations, and Standards 1. The 2007 Florida Building Code with 2.009 Supplements, specifically Chapter 16 Structural Design,,' Chapter 20 Aluminum, and Chapter 23 Wood, I` i 2. AA ASM 35 and Specifications for Aluminum Structures, Part+1-A and 1-B of the Aluminum lb 'gidfi` Manual prepared by.The Aluminum Association, Inc: Washington, D.C., 2005 Edition 3. ASCE 7-05. Wind Loads 1. _ BuildingOccupancy Category, Paragraph 1604.5 and Table 1604.5: Cate ory 1. `' ± P Y g rYr g P. I} 2. Basic Wind Speed, Table 1609 State of Florida Debris Region & Basic Wind Speed, Paragraph' is 1609.3.1.and Table 1609.3.1 Equivalent Basic Wind Speed: 130 mph �h Exposure Category, Paragraph 1609.4:3: C 3. Building Category for: Aluminum Structures,,Paragraph 2002.6:, Building Category 1. Foundation Design ; "- Actual Maximum Beam Span 12Y' Footing Size Exis6g concrete slab. -No addition footing or four .Upright Sizing Front Wall Member Size: 2 x 6 SMB Selected Side Wall. I Member,Size:, 2 x 6 8MB Selected Beam. Sizing .. Connection Style: Rigid Light (_X—), Rigid Medium (_), Rigid Heavy ( ) -Member Size:'2 x 4 SMB Selected FL #AA26001T69"' FILE:' FL CA#Z8841 C , Project Name: Albinder Project Address: 8434 Belfry Place Port St. Lucie, FL 34986 Purlins Sizing Member Size: 2 x 2 Selected Girt Sizing Front Wall Member Size: 2 x 3 Selected Side Wall Member Size: 2 x 3Selected 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: Not Required Roof Tyne 1. Roof Type: Flat Fastening Schedule 1. Connection No. 1: 2 x 4 SMB to fascia: 2" x 2" x 1/8 inch angle with (4) #14 x 3/4" SMS into beam and (2) 1/4" x 3" lag screw into fascia each side of beam 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. Sloping Purlin to Upright Detail: F103-10 5. Gutter Detail: G101-10 Specifications The following specifications are applicable to this project: 1. 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/a" max — ASTM C 33 iii. Air entraining +/- 1 % - ASTM C 260 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. i. Water reducing agent — ASTM C 494 FL #AA26OO1769 Fi�FLG9 028841}"""COPY Project Name: Albinder Project Address: 8434 Belfry Place Port St. Lucie, FL 34986 Specifications (Cont) ii. Clean Potable water iii. Other admixtures not permitted 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. rAIA # AR 93618 "n �v Ily' d FL #AA26001769 FL G9 #28841 3 i Suncoast Architecture & Engineering, LLC 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 2L: 3" x 2" x 0.045" 3x21-1:3"x2"x0.070" 2 x 4: 2" x 4" x 0.050" '2 x 5: 2" x 5" x 0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1x3: 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 2x2Snap: 2"x2"x0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2x4_Snap: 2"X4"x0.045" 471 1 34th Street N., St. Petersburg, FL 3 Tel# 727-522-7207 Fax #727-522-1471 SELF MATING (SMB) 2x4SMB: .2"x4"'x0.044"x0.100" 2 x 5 SMB: 2" x 5" x 0.050" x.0.1.00" � 2x6SMB :'2"x6"x0.0507'x0.120" ' 2x.7SMB: '2"xT.'x0.057"x0.120". 2x8S1VIB:2"x8"x0.072"x0.124" 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" j ab N 01 '-rna vi Ken Albinder Res; ALL SUUYrERS & SCREENS 8434 Belfry PL. I PGA Village 34986 757-646-7075 I Port St. Lucie, FL t 7Broze gutter z, r ti A M X I 14' hieght to I "------------------ corner point I I I 130 C exposure I- I — — — — --� I I I Existing Covered Patio with proposed Bronze I 123" (colored screen patio extention on the existing I (concrete patio. I a ; The screen roof follows the facsia line. I I 2� I------- y� �— 93" -22"-U------ — . 1x9--_ r Fl�j—lo 94 c/c 94 c/c 9 92" 94 2x3 2X� x3 ctot_i o 2x3 CP 1 2x 122" 1 x2 M X N it it2x2 2-y-fa X M a- X2 X 2 117" 1x2 ►3to4-to 31'-8" 1x2 2'-4" All Shutters & Screens,, Inc. 569 NW Mercantile PI. Port St. Lucie 34986 772-621-4084 772-621-4085 fax 772-626-4980 cell Suncoast Architecture & Engineering, LLC 4711 34' Street N., Unit G St. Petersburg, FL 33714 Tel: 727-522-7207 1 Fax: 727-522-1471 FL Licenses: AA26001769 & CA #28841 0 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 • I Y.' MIN CONC • ANCHOR EMBEDMENT 1 MIN 5d MIN,EDGE DISTANCE FROM EXTERIOR OF COLUMN TO 4 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 WIND ZONES 130 + USE TIGHTEN TO CONTACT - DO NOT (2) 3/" x 4" LDT OVERTIGHTEN WIND ZONES 100 TO 120 USE (3) 1/4 X 2 1/4" TAPCONS 1" x 2" BASE PLATE ANCHORED TO AL� CONC w/ 1/4" X 1 1/2" QUIKSET 6" MAX EACH SIDE OF POST AND 24" ' O.C. MAX I ALTERNATIVELY- IN PLACE OF a ANCHORS, NOVOBOND 900-090 4 . ADHESIVE MAY BE USED -APPLY d a 6" 3/8" WIDE BEAD TO OUTSIDE EDGE d 4 - NO BEAD WITHIN 6" OF UPRIGHT, 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" =1'-0" SUNCOAST ARCHITECTURE & e ENGINEERING 4 r 4711 34TH STREET NORTH, SUITE G ^ST. C()p PETERSBURG, FL 33714 TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26001769 & CA #28841 PAGE B-102-10 ©COPYRIGHT2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES 2%2"x%"x(GIRTWIDTH + 2") ALUM BACKING PLATE (4)#10 x 1 %2' SMS INTO SCREW BOSSES SNAP OR SELF -MATING BEAM I I SNAP OR SELF -MATING BEAM ONLY PURLIN OR GIRT TO BEAM OR POST DETAIL SCALE: 3" =1'-0" SUNCOAST ARCHITECTURE & a ff' EEE ENGINEERING 1', S BEET NORTH, SUITE G ST I S URG, FL 33714 TE . (72 `;522-7267 FAX: (727) 522-1471 LOR(DA LICENSES: AA26001769 & CA #28841 © COPYRIGHT 2010 PAGE C-101-10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING 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 Y2" 5/8" TYP @ EDGE SMS 24" C/C (6) #14 x 5/" SMS EA SIDE 4" (MIN) UPRIGHT 5/8" TYP @ EDGE 1" 1" VARIES RIGID LIGHT CONNECTION - #14 SMS - ALL WIND ZONES - 4" BEAM SCALE: 3" =1'-0" SUNCOAST ARCHITECTURE & >3 ENGINEERING 4711 34TH STREET NORTH, SUITE G s r C()PY ST. PETERSBURG, FL 33714,�' TEL: (727) 522-7207 FAX: (727) 522-1471 FLORIDA LICENSES: AA26001769 & CA #28841 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 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 SLOPED PURLIN CONNECTION DETAIL SCALE: 3" = T-0" 'T S.UNCOAST ARCHITECTURE & �11 d c 1 1-? L:. C .' - r EI$ INEERING ,_)4 34 H STREET NORTH, SUITE G "ST. P ERSBURG, FL 33714 TEL: (27) 522-7207 FAX: (727) 522-1471 i FLORIDA LICENSES: AA26001769 & CA #20841 © COPYRIGHT 2010 PAGE F-108-10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING SCREENED ENCLOSURES UPRIGHT ATTACHMENT 1 tslns^ — GUTTER MATING ELEMENT 1 15/1s^ �� ® ®J BRACE 5 15/16' (2) 3/8" x 2" LAG SCREWS 1 1s/1s" THRU EXTRUSION 45116' 5" WIDE GUTTER BRACES REQUIRED AT UPRIGHT ATTACHMENT POINTS & 1 INTERMEDIATE BRACE BETWEEN ATTACHMENT POINTS MATING ELEMENT - BEAM ® ® 5 GUTTER OR BRACE UPRIGHT ANGLED ® ® UPRIGHT CONTRACTOR TO VERIFY OR FLAT ATTACHMENT 2" x_" FASCIA - IF 1"x ® ® FASCIA OVER 2" x _" SUB — FASCIA, LENGTHEN LAG 2" x 2" x Y8" X BEAM HT SCREWS TO FULLY ALUM ANGLE EA SIDE w/ PENETRATE SUB FASCIA. #14 x 5/" SMS 1 1/4" O.C. EA IF OTHER FASCIA, ADD 2" x WAY INTO BEAM - EA SIDE 4" PT FASCIA w/ Y2' LAG w/ .062" INTERNAL BACKING BOLTS - 1 Y2" INTO TRUSS PLATE TAILS - COUNTERSINK FLUSH. WHEN INSTALLING Y2" LAG SCREWS, (2) #8 X 3/4' SMS INTO PRE -DRILL w/ 3/" DRILL TO PREVENT SPLITTING. GUTTER 5" GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL NOT TO SCALE SUNCOAST ARCHITECTURE & ENGINEERING p ` d 4711 34TH STREET NORTH, SUITE G ST PETER}�BUF b, FL t714 :.a �L{ (72y7) 522 20 F (727) 522-1471 ORIDkiLCE'`f60017698CA#28841 �F © COPYRIGHT 2010 PAGE" 0 _ n \ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF SUNCOAST ARCHITECTURE AND ENGINEERING