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HomeMy WebLinkAboutSUBMITTED PAPPERWORKOFFICE USE ONLY: Fee Due: Receipt# Permit # 3 `� _ daa� _ PLANNING & DEVELOPMENT SERVICES SCANNED BUILDING & CODE REGULATION DIVISION BY 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 St. Lucie County 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS:931D B9ZNKZCL1FF TRACL 2. PROJECT NAME: SC2S f k) £kX 0r U?- t'JiFQ Q SITE PLAN NAME: � PA LCLS- 3. PROPERTY TAX ID #:0 I_0,ear? - ODO 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 'B(7 j Af? C1 jF� k DNS-1694 5. PLATBK PAGE BLOCK LOT 6. PARCEL SIZE: ACRES/SQ FT .V — LOT DIMENSIONS If� j FRONT: ]�BACK: 3 RIGHT SIDE: LEFT SIDE: I V UA 7. SETBACKS (ACTUAL) 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N = New SG = Slab on Grade SQUARE FEET OF TYPE OF CONSTRUCTION A = Addition SR = Raised Slab DIMENSIONS CONSTRUCTION R=Rebuild WD=Wood Deck ® SCREEN ROOM 11 14 NEW ❑ EXISTING pity,x 23t 3L1 ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ 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: CAOL, jETgaR PAOWS R:- NEW ❑ EXISTING ICI X 23 ❑ ALUM POOL FENCE t Linear feet TOTALSQUARE FOOTAGE OF CONSTRUCTION �Jy 01 9. VALUE OF CONSTRUCTION: $ 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 R".041262010 OWNER INFORMATION NAME: WCHAEL A CA�AGCs=fA ADDRESS: G-\p �BMNGZ C l_ I FF TP Ar CITY: P. S _ L . STATE: FL, , ZIP PHONE (DAYTIME): CM) S� S — 12ti I 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): C__) CONTRACTOR INFORMATION A¢ a 1 a STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT it: . BUSINESS NAME: RQ5 S GILUO -�mL A1A)I" k \Q0K- CO, QUALIFIER'S NAME: H W V M © 77 ADDRESS: '� N S C Q,km IDG� CITY: I? s.i . STATE: FL. ZIP -.-�)tiRS Z PHONE (DAYTIME): (�Z) eiC7`�, `�7I FAX NO. email: FjO.k�SS��a,�c7T. ARCHITECT/ENGINEER: 'V A DO )UA ADDRESS: JC� I3 CS QOAV) 1 cc PI AC 5 CITY: - I-I� V IL\-016L-S STATE: PL. ZIP 31a PHONE (DAYTIME): L)%) tj 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 TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Re uired REPORT I BIMS FEE $ MISC FEES $ TOTAL FEES $ CODE BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNT R ZONING SUPERVISOR EXAMINER VEGETA ON USING ICC TABLE DATE COMPLETE IJ ' ISE1Y`f Z.O,� 77 INITIALS ` S£i 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. 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 separatepermits 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 lrelaatprint of the structure that was in existence prior to remoya4jay.e, Irrms. SIGNATURE STAT$ OF FLORIDA COUNTY OF ba-- 1-Oc The foregoing instrument was acknowledged before me me this as day of d 20 0 by 1A nOI1y, C Ct any Ole Z T'r y"b who is personally known _to me, or who has produced 349-a as identification. DEANNA GIVENS ••�pY �nye Notary Public •Slate o1 Florida ^` • _ My Comm. Expires Dec 16, 2016 • mission (SEt§58761 uounnal Notary Assn. STAR OF FLORIDA COUNTY OF SA . \.V e Vo, The foregoing instrument was acknowledged before me me this as day of G eJC . 2016 by FA OOJt C 'J� Vvd GCNZ0.Ie who. is personally known to me, or who has produced —33y-19--''O- as identification. ;w6a.,, DEANNA GIVENS zffl,% Notary Public - State of Fla My Comm. Expires Dec 16, commie EE 85871 • �:._......-,.�,.,...�... •.,......,..• annried Tnreuah Mortal Notary • 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. - JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3B90211 OR 1, 3571 PAGE 2762, Recorded 10/22/20::" 09:49 AM I"Is %0.0 permit No. _ State of Florida County of St. Lucie NOTICE OF COMMENCEMENT T" The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement Legal Desofption of Property: (and street address if available): 931f) 13 LjA CLIFG Tn ACI T.SL Pd 'wRJzG. car 52 6RfA(lcLlfr F6A 01LLA6(, General description of Improvement: S QU Q R.0011 \—) I TH PAW(? Owner Information or Lessee information If the Lessee contrasted for the Improvement: Name C Al Address q3\6 130 AO 1 F TO%L P Intereitinproperty: Name and address of in simple titleholder (if different from Owner listed above): Contractor Address _2g64 E;A 7 6FLPUQZi, D41 PSI-FI Phone Number: 90—N')A—,IZ-i) By %Z Surely,(Napplicable, a copy of the payment bond is attached): Amount of bond:$ St. Lucie C Name and address: Phone number: Lander Name: Phone Number: Lenders address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by5ection 713.23111(a)7., Florida Statutes: In addition to himselfor herself, Owner designates of to receive a copyof the Uepors Notice as provided in Section 713_13III (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completfon of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EKPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7A, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 303 SDE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of "1��m4y knowledge and belief. (Slgn�re�neI or Lessee, m O.vners or lessee's Authodted Officer/Director/Partner/Manager (Signalorls Title/Office) / The foregoing instrument was acknowledged before me this tl yaf f� , 20L/ BY as as OW//a/ for /�Si%iy/JCP Lame of Person Type of authority fe.g. officer, trustee) Party on behalf of whom instrument was executed d Personally known_ or produced Identification ISlgnatureoFiptary ublis+State of odQgf;;gw„ OAggYN J. NINE (print, Type, or5timp Commissioned tdtY tic) Type of Identification producedilOL •'7 /$ Notary Public - Stile of Florida 'My Comm. Emims Oct 31, 2015 Commission i EE 1426ge STATE OE FLORIDA ST. LUCIE COUNTY THIS ISTO CERTIFY THAT intoISA TRUE AND CORRECT COPY OFTHE ORIGINAL. JOSVH E.S=144, CLERK �: ar^ ptilY CIeTk Date J 316- 022-� PLANNING & DI `6LOPMENT SERVICES DEPARTMENT BUILDING & 0)DE REGULATIONS DIVISION 2300 VIRGMA AVENUE SCANNED SORT PIERCC. FL 3d9a2.5G52 (772)462-I553 BY St. Lucie County FMLE0 LANDS AFFIDAVIT 1, the undersigned, am the owner crf the following described property, vlLLF\6E, (Pareet III NLegpl deseriptionfAddrrs9;• for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number !3LQ (YL2la , I aclrnoWledge that as owner of the above de -scribed property, and in accordance with Section 7.04.01(D), St. Lucie County L.AM Development Code, I shall be responsible for assuring adequate drainage so that the h0mediatc community W LL Nl7I be adversely affected. I further acknowledge that in grunting this permit for tbe-development of this property, St Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my prnlrrty which will not adversely affect the immediate community. epeny Owner Name (Please Print) Property Owner Signature Date STATEOP Oh aCOUNTY0 LIP -I' S ACKR0WLMGEDBEPORRMETHI3_„.eq--DAY07 6A! " .20_L3 BY I%(GI Q,,2��TT��� ,, c� _WHO is mitsnNALIX KNOWN TO ME —OR WHO HA9 PRODUCED, �' AS IDENTIFICATION. I& T�2 3 ATIIRE OP N07'ARY Pt18Li���� TSPE OR PRINT NOTARY COMMISSION NUMBER (SEAL)Q�Or TyOTrlR� owE0RG1A SLCPDSDRevimd0a/9AIMI0 2013-10-28 18:22 Page 2 1142 Water Tower Road, Lake Park FL 33403 IIp fill III]FImlpliIII1I11E11lpII Mur.. 1-977-484.9994 1 fax 561.844-7101 South Ent Florida 0 vIsim 04"t,* E01.944-99W I Central Haft Oiri M Dlsealdc,10T-339.9311 C Ie Tesod ❑Yes No LOT# Wafer AJletl et W5lpn¢Ys C/Dxf. Taken ❑Yes Na WNnents 9eS to aA bad eats. b Yn bad #NS. IO IA load lameYs - ale( NOT RESPONSIBLE FOP WARNING IRRRATION TO THE 6KUI AND EYES ADDITIONAL WATER ADDED TO TIRS VARIATION IN SOWN OR C<m•ntoory,n�r AeNJ/M[ee CRlIN meYairn •Nn bpry. AxN amine Nti,' CONCRETE_ ewyqe �� 'y� SURFACE DISCOIANATION eB�weei ��muWom"0 ��l AND OURA0Il1 .MY WATER ADDED IS meeul •name Kep wn�en ereY lean mnex pwde• eM en uvnymhee urcx f vm pT CU5T0YER5 OWNRISK N_NI • MlE E rm• 'I eppe{4 ZOME• VSE eM'ffl 2.00 .00M C:YD e 1.00 ISPOSAL 1.00 LHRRGE ' AD 125 Rvwcowaw.om E.yonWd u. oeAem. �P' ee. enr naEmx.77 w e ' am•enn cuaTmAL TAz TOTAL PN D • 19 131d - oala, �; :Y K 986VE EpT x0Td : Z { jO i `ato?1' , , xaa Si9d' .. •Jd _:SS3804V :31VOS ' Uncl) M„6vs T%LLS 9NIag R9TI1 £16Z -481 ATflr `N019NI'I'I3M 31b4 63I# 4'7_H 63DVU NOIDNI7'I3M ££8£I 4 ' 'ON a3080 eor iano2 vin 30 am.r 2 alias` 3HI Mo O3Sb8' SUNISV38 s3. �. :fJr7Q,yvZ'iyg' 8� 0 �_ tip. L I 69 :46 X. OIL 97 �7tJ� 2�' C 10`9 Im ,v r '0.9 09 r9 O0% zwuaPls-ay b -6°0( f d t£•r,6 �6'9 3 d, fed AOD 56#96I 67 2£'S6 b� lWM� l bld s�v1 j FIND' S SCREEN AND ALUMINUM CO. SITE SURVEY 2789 SE GRAND DR. P.S.L. FL. 34952 PHONE 772-708-5761-FAX:772-398-6463 z� U m C-5 'fjg4 •�uo� Z 6'7 ..I „7/1 N/A ndil PODA055Y X 000 q 'ON2 liv3s ;UND MIS 'p3a�3�913S'NIW� SCREEN ENCLOSURE CATALOGM RESIDENCE 9310 BRIARCLIFF TRACE PORT Sr. LUCIE, FL. 34986 STRUCTURE CRITERIA DESIGN: *THIS OVERALL DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE FLORIDA BUILDING CODE 2010 EDITION AND ALL OTHER APPLICABLE STANDARDS WIND CRITERIA: *VELOCITY: 150 MPH (3 SECOND GUST), EXPOSURE 'C', RISK CATEGORY I. FOR VELOCITY >100 MILES PER HOUR, IMPORTANCE FACTOR SHALL = 0.77. SCREEN DESIGN: *18 X 14 SCREEN WALLS: WW PRESSURE @ 19.6 PSF, LW PRESSURE @ 15.6 PSF, ROOF @ 5.4 PSF DESIGN PRESSURE ON BUILDING ENVELOPE ELEMENTS: *PER THE ALLOWABLE STRESS DESIGN FOUND ON TABLE 2002.4 AND 2002.4A OF THE FLORIDA BUILDING CODE. *THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN IN THE DRAWING. THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST BE THE AVERAGE SPACING, +/_ 2", AND THE CENTER TO CENTER MUST NEVER BE GREATER THAN 8'-0". *EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS WHICH MEET THE REQUIREMENTS OF SSTD 12. SCREEN ENCLOSURE ROOF TYPE *MANSARD. ROOF ENCLOSURE WITH 3'0" RISE MAX. STRUCTURE IS CONNECTED TO EXISTING SINGLE STORY C.B.S. HOME WITH WOOD FASCIA. (SEE CONNECTION DETAIL 3 ON PAGE 4). CONCRETE; *THIS ENCLOSURE WILL BE CONSTRUCTED ON A NEW BRICK PAVER PATIO WITH AN 8- X 8" CONCRETE FOOTER WITH ONE #5 BAR CONTINUOUS, THIS FOUNDATION IS ACCEPTABLE FOR THIS ENCLOSURE. *ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER W/2-1/4" MIN. EMBEDMENT INTO CONCRETE. ALUMINUM NOTES: MATERIALS SHALL CONFORM TO THE F.B.C., CHANGES SHALL BE DESIGNATED BY THE ENGINEER OF RECORD: 1: ALL EXTRUSIONS: ALUMINUM ALLOY #6005-T5 OR 6061-T6, (NOTE: SPLICE PLATE MATERIAL MAY BE EXTRUDED FROM ALUMINUM ALLOY 6061-T6, IF THIS ALLOY IS MORE READILY AVAILABLE). 2: FASTENERS: ALUMINUM ALLOY # 2024-T4 & #7075-T6 DOUBLE CAD -PLATED STEEL, HOT DIPPED GALVANIZED STEEL OR 300-SERIES STAINLESS STEEL 3: MATERIAL UPGRADES (STRONGER OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. 4: NO EXPANSION BOLT MAY BE INSTALLED WITHIN 2" OF EDGE OF CONCRETE SLAB. 5: NON STRUCTURAL ALUMINUM SHALL HAVE A MINIMUM THICKNESS NO LESS THAN 0. 032" (KICKPLATES ETC.) 6: ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH ALKALI RESISTANT COATING. 7: ALUMINUM IN CONTACT WITH WOOD SHALL BE PAINTED WITH TWO COATS OF HEAVY BODIED BITUMINOUS PAINT. 8: SELF MATING BEAMS (SMB) UP TO 8" TO BE FASTENED WITH BEAM STITCH SCREWS @ 16" O/C BOTH SIDES. (#12 SMS), FOR 9" & IC SELF MATING BEAMS (SMB) TO BE FASTENED WITH BEAM STITCH SCREWS @ 12" 0/C. ISIOl' S-r. LDCIE Co� TY BLNCE REV;MVED FOR CO: REVIEWE BY BEI DATE 6 RiIIT MUST BE PT —TON JOB PLANS BE TvUDE. ©RNO I1 SFECTI0.N WII k -A 3 11 ' -• , 00 m W m � Wm � U O z�w w U nHww W a a xa W � L4 W . om(n U SM0 •�• ;L�� s OJ : � a 0. Lu co i m m i N N Q Lo N � X w cn ' m 00 aoo N lh N N ti z 0 a SHEET NUMBER 1 OF 6 z D r m r- m D O Z 03 1 M" 14 2-_8" , T_2" 21 31_011 EMS D N N m 16 ❑❑ r- m N w o 111111111IIII II 1 4 JJ 1 HOUSE Z STRUC n X O O m u N V (B) N W V O W c p. FIND' S SCREEN PLAN VIEW AND ALUMINUM CO. AND ELEVATIONS 2789 SE GRAND DR. P.S.L. FL. 34952 PHONE 772-708-5761-FAX:772-398-6463 01 W N :2 p 3.1 A ti A T9 TN V, N x N N N N x x x m N N N N J W N O 33 00 0 0 0 0 0 -A O O O N 01 O N Z m Dom m o cn m Z PNTHO)y- 06. �d T TEO , <U� :Zoo.. P s0" 5' ... • C? c• •®•, ZON n1N�1'f R. A. DUNLEA, P. E. FL., REG.,No.42835 1513 CERVANTES PLACE THE VILLAGES FL. 32169 (772)285-6444 CATALOGNA RESIDENCE 9310 BRIARCLIFF TRACE PORT ST. LUCIE, FL. 34986 G r- i PLAN VIEW 2 CONCRETE SPECIFICATION NOTES AND DESIGN PARAMETERS 1)- 6" X 6" 10/10 WWM OR FIBERMESH ADDED CONCRETE. 2)- TERMITE TREATED SOIL WHEN NEXT TO LIVING SPACE. 3000 PSI CONCRETE FILLER #5 BAR CONTINUOUS to 00 m O ft�M H SCR z E-- u. a m" �fx-w W way GKU� FO(-- co 0 U m a. • •,• � • 1e •%•�I UN A.'1� s mom Q ��d�V]V. �.• Q• a 0- 0 ' 1 O W W co N W. N mGml` H M [z. Owco O cn Z� F mom co 0 N N 0 H cn Ll"'�HZ WO�H 3 U ataG z O U 3)- FOOTER SHALL BE 8" X 8" CONTINUOUS FOOTER DETAIL SHEET LAMER WITH ONE (1) #5 REBAR. 3 OF 6 a NER SPLICES SUGAR. FOR MANSARD SPLICES. IDENTIC.W IFIC4T1N5 0S",FOR GABLE M ilfft STRAICJIT BEAM SPLICES 0 0 0 SLPICE PLATE ALLOY 6061M OR 5052H32 D: 0 0 o- f4W',INTERNAL SPLICE PLATE � 2 'SO SCREW POSITIONS NEAR MITER 1 YNt \ II SNgL bNPw'1KK OK BE TORACCOMODATEVPURLIN. II SPACE BETWEENYFASTENERSTC:D ALONG MITER JOINT MAY 1 1/2' TO 2', NANTAIN MAXIMUM AND MINIMUM DISTANCES BETWEEN SCEES. EDGE DISTANCE [MR SCREWS: 3/4' MINIMUM SCREW SPACING: 5/8' SPLICE SPECIFICATIONS PER TABLE 109 BELOW L.ClUtIL l,LL,Vn11l/1y rUA DbHM M11DA JYLlUD� (DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MANTAIN PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FOR ALL) BEAM SLPICE DETAILS TABLE 109 BEAM SPLICE PLATE DIMENTIONS #14 SMS PER SIDE PER END TOTAL #14 SMS PER SPLICE FASTENER SPACES rHICKNESS LENGTH HEIGHT NUMBER OF SPACES HORIZOMAL VERTICAL 2X6XO.O5OXO.120 SMB 3/16' 16' 5 1/4' 14 56 3 3 2X7XO.055XO.120 SMB 3/16' 16' 6 1/4' 14 56 3 3 2X8XO.072XO.224 SMB 3/16' 18' 7 1/4' 16 64 4 3 2X9XO.082XO.306 SMB 3/16" 18 8 1/4 18 72 4 4 2XIOX0.092XO.374 SMB 1/4" 2O 9' 22 88 4 6 0 POST/C.OLUMN IAU4WL I: I — PARTIAL ELEVATION/ UPPER E-BRACE AT PAVE RAIL (SCREEN SIDE) K-BMCE SCREEN SIDE GUSSET PLATE SPECIFICATIONS: 1) ALLOY 6063T6 OR BOOSTS 2) HINIMIN THICKNESS .090' UN DIE OIIT SIDE IIAT BA AND .0625 ON DIE INSIDE l'X3' ANNGLE PLATE cll[f nR aula xnu. 3)SIZE SUFFICIENT TO :A000NODATC M4 SUR .AT A MINIMUB SPACING ,AND EDGB UISTANCE I/2- I)EQUAL 41JMBE•R OF SCREWS INTO VERTICAL AND HORIZONTAL MEMBERS (INSIDE AND OUTSIDE) HOUSE CONNECTION POST/COLUMN 1. 011HIL) mnumu ARTIAL ELEYATIO OWER R-BRACE AT SOLE K S SIDE I' x 3' x. 0937S ANGLE INTERIOR ANGLE( LENGTH EQUAL TO DEPTH OF SCREEN SIOE PLATE). SECTION / E-BRACE CONNECTION (INSIDE) b CmV, .' 0 a 10' LONG (0. 126 TRICK 1 EXTRUDED "Z.' BAR 4_ I/T'% 2 I/1' IAf•S IN EA01 10' INCH INSERT GUTTER INSERT, UP. CENTERED ON EApi ROOF AND AT 24" O.C. (MAX. SPACING) IN THE REST OF ftEAN, WITH (4) FOUR q 14 iEKS THRU TOP LIP OF Dlf GUTTER (PILOT TIBIAL FASCIA V/5/32" BIT TO GUTTER AY010 SPLITTING) STRUCTURAL GUTTER (CANT.) 1X2 SCREEN FRAME (UP.) 'Z' f•111'TER INSERT 5- SUPER GUTTER 2'X3" X 0. 125' (CUT 2" LONG) WITH 3-INOI LEG C.UTTEft ELCYATION AGAINST 1%2 CLIP, SHALL HAVE FOUR (4) k 14 INTG SIDE OF ROGF BEAN AND TWO (2) #14 % 2" UP. 2%7 SCREEN ROOF BEAM (MY BE LONG. ME (PER ANGLE CLIP) PERU GUTTER AND FIAT OR SLOPED) INTO GUTTER INSERTOYP. ONE ANGLE CLIP ON DOI SIDE OF EACH BEAN 3 TOP VIEW PLAN I • 'fir - �sx w w M ry U � ZFCz. O a z QLT- w w O LY] In U _j cli O E--' M CD F co ¢ O s Ln CN] • D 2 -3 m Q.LA.6�W N F ¢Q� ¢z°ZWQD �• ¢ O: � w .¢cDco l • �ee�.��5�0� �wW �00 nQ�:U>Cq +•,�����...PR�����0, WIT - IF DESIRED THE 3W BOLT SHOWN IN THE WINO BRACING CONNECTION THAT SECURES THE 2 X 2X 0.90 MEMBER TO THE U-BRACKET AND THE U. BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR (4) $14 SMS. THE #14 SMS. MUST BE 12' FROM THE END OF THE U-BRACKET AND AT LEAST 3/4' A (STAGGERED) FROM EACH OTHER. 1/4" THROUGH BOLT U-BRACKET (CHANNEL) # 14 SMS TWO ON EACH SIDE OF BRACE SE (U-BRAKKEET CCHANNEL) SCREEN ROOF DIAGONAL WIND BRACEI E-1 SHEET NUMBER 4OF6 SECTION/SIDE ELEVATION FOR 2"X4" SMB THRU 2"X10" SO SUN POST / COUNN ` X 3- X 3/I6' ,INGIS 2' LONG W/3 f1C11 4 14 SMS INTO POST WE "' X 3' T S/Ifi' ANGLES 3' I.ONG (MINIMUM) f- 4'X N' X 223/8'' BRICK PAVER PATIO CONCRETE POUTER 1/4 "TOP CON II/2 1/2' EMBEDMENT INTO CONCRETE 3/8' APPROVED MASONRY ANCHOR II/2 1/2' EMBEDAENT INTO CONCRETE. 4- # 10 S. M. S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT ( 1' EMBEDMENT MINIMUM.) - 2' x 3' PURLIN MAY BE SLOPING OR HORIZONTAL END WALL COLUMN SELECT PER TABLE MAXIMUM POST BEIGTH (SPAN) 18'-0' COB NOMINAL I' PATIO SLID, DO NOT EXCEED 2 3/1- RUTH FOR CONCRETE ANCHORS, WERE CONCRETE DEPTH EXCEEDS 3 1/2' DEPTH, ANCHORS MY BE EMBEDDED UP TO CONCRETE DEPTH DIVIDED DY 1.25 DETAIL — ELEVATIONS SHOW THE 6ODNDATIGN 101NF.CI'IONS fOR Vdft10115 OF.P111 COIlNNS (POST/UPR IGIITS). COLUMNS (POST/UPRIMTS) MUST NOT EXCEED ALLOWABLE SPANS ffi 2" X 2'/ 2' X 3' OR 3" X 2' HOLLOW HORIZONTAL (GIRT). SELF MATING POST OR HOLLOW -POST. 2 EACH #10 SMS X 4' LONG THRU EAVE RAIL 2X2 INTO SLOPING PURLIN SCREW SPLINES -- 1'X 2' OR 0 PERIMETER FASTEN PER NOTE # 1. r- 2- X 2' HOLLOW HORIZONTAL (GIRT) 1 General Notes 1. Note 1: USE 1/4" X 3" LONG LAGS INTO WOOD HOST AND 1/4" X 2 1/4" LONG CONCRETE SCREWS INTO CONCRETE OR N ; MASONRY CONSTRUCTION (I" EMBEDMENT F, 1 TYPICAL) /SPACING 24" O.C. AND WITHIN g 1 6" OF EACH PERPENDICULAR MEMBER 0 1 -4- #10 S.' FROM INSIDE FACE O OF 1' X 2' B INTO SCREW SPLINES OF HOLLOW GIRT (1' EMBEDMENT MINIMUM.) LAP BEAM WEBS OVER COLUMN AND FASTEN WITH SIZE BEAM PER TABLE 1' X 3' ANGLE COVER PLATE 1' X 2' OPEN BACK FASTENED TO 2' X 2' P. WITH #14 S.M. S. ® 24" 0. C. (TYPICAL ) 5- #14 S. M. S. AS SHOWN — i L � lCOLUMN (PER TA FILE EAVE CONNECTION DETAIL C4 (TYPICAL RAVE RAVE CONNECTION) 5 3' X 2' PURLIN (MAXIMUM PURLIN SPACING 8'-0' ) SCREEN ROOF BEAMS - SIZE PER ENG. / MAXIMUM SPACING 8' - 0' 0. C. BEAM STITCH SCREW B 24- O.C. TOP AND BOTTOM (#12 SMS TYPICAL) 4 EACH #10 X 2' LONG S. M. S. (TYPICAL) INTO SCREW BOSSES. v ; 1 F all .j x F- Q ¢zzmc P �yk°OQ �C.Uh-IN SHEET NUMBER 5OF6