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HomeMy WebLinkAboutOWNERS AFFIDAVITSt. Lucie County Building Department Property Owner's Affidavit For Owner's of Property Who Are Contracting To Have A Dwelling Constructed. Name of Owners <pa ,:, Li.F r�-, A1�5 Owners' Current Address�1� ti �LJ Address of Property— ��sA ' Legal Description �� c) \ \��zs( L \A , Parcel ID # !34n7 -4ns - Cj 59 — 00014 SCANNED By Lucie County Aza3 Name of Contractor: Vincent Montalto Const., dba Louran Builders, Inc. 1759 SW Biltmore Street PSL, FL 34984 Contractor License No. State of FL RR-0067632 St. Lucie Co. 18739 We (I) affirm that, we (I) own the property and have -contracted with, and fully authorize the above contractor to apply for nd ob in req 'red Building Permit(s). � � of Owrier Signature of Owner Swom and Subscribed before me this � day The above is ( ) personally known to me or ( () as identification. Number (11-(a0 a.l a, io �� (seal) 1;;. ANA MATEIRO State of MV COMMISSION # OD 191714 EXPIRES: Merchll.=7 ' .•.Bonded Thru Notary Public Underwriters A --If 20QI;- iuced drivers' license Date i l Signature _ County of 601.10: Span values show in the roof beam span charts may be interpolated, but shall not be extrapolated outside values. 601., ..When self -drilling (TEK) screws are used in place of SMS, it is necessary to use a longer screw in order to compensate for the driilhead and still obtain proper embedment length of the threaded parts of the screw and ensure positive contact with the connected materials. SCANNED 602.0 - Screened Walls BY St. Lucie County 602.1: The stracturalvertical members used in screened walls shallbe designed asper the tables and details contained herein. 602.2: Thebottomplate;orbasememberofscreenedwallsshallbefastenedtothedeckorfoundationw0i approved anchors, a minimum of twentyfdur'ntches (24! apart, ind;one anchor within, six inches: (6") of each side of each cohu m or. vertical member. Secondary angles shall be used on the load bearing and nouload bearing walls, according to the details contained herein. 602.3: The.basemembers ofscremedwalls "be anchored tothe conccetowith 1/4"Powers Power -Bolt (or equivalent) concrete anchors at least every 24"o.c. and within 6" of each column , Concrete anchor tobe embedded 1-1/4" minimum into concrete. 602.4 Top members of screened walls shall be fastened to columns or vertical member as per the details contained herein. 602.5: All screened wall sections higher thsnsix feet (6'-01 shallhave a2" PB, SB or SMB horizontalwall purlin(ehairradorldckphrterail) forlateralbraciagpurposes, f ommxteeninches(16")(mink=) to forty-eight inches (48") (maximum) in height above the finished floor. Size of the wall purlin (chair rail) to be in accordance with the wall purlin span chart based on spacing. Walls shall be constmictedsuch thatthe vertical spacing between the rails will not exceed seventy-two inches (72" or. . 64") on center. This rail shall be properly fastened at each end, according to the.details contained herein, and to prevent twisting. If u-channel (receiving channen or angle brackets are used, the minimum thickness shall not be less than the rail. I I. 6016:.. All.posts or columns shall be fastened to the slab or deck by means of angles on both sides, and Properly fastened as per the details contained herew 602.7: Columns or vertical members used as door jambs in screened walls shall be designed according to their beight, spacing, applicable windloads, and per the tables contained herein. 602.8: Self mating beams used as columns shall be fastened at the inward and outward flanges, using #12 x 314" SMS fasteners, and shall not be more than twenty-four (24") apart and within 3" of end of beam, or in accordance with manufacturers specifications, whichever is more stringent. 602.9: Where screenwall cladding is of aluminum or a solid materialwhich is mechanically fastened, such as coil or sheet type kickplate, it shallbe designed and constructed with an appropriate continuous edge interlock, overlap or seam, to eliminate sharp edges, and minimize buckling. The kick plate shall be installed using #4 SMS at 24" o.c. and within 2" from end. Where solid fabric -type material is used fastened with a "blowout" type screen spline installed as per the manufacturers instructions, JANES D. JOSEPHS. P.E. Z418 EAST MARION AVENUE. UNIT j004 PUNTA ODRDA. FL 33950 PHONE (941) 205-2023 FAX: (941) 205-2024 ALUMINUM STRUCTURES MASTER PLAN Eh=RM V_ © coprrDcrrr AL ENGRIEERa:O, INC. zoos pp ,& 42 of 302 AL ENGRaLMO. INC. FLORIDA LICENSE P441 CHAIR RAIL CONNECTIOP' S l.5'x2.125'x.062' THICK RECEIVING CHANNEL (RECEIVING CHANNEL TO RUN DEPTH OF CHAIR RAIL) PD, SNAP OR COLUMN 2'x PD, SNAP OR rSMB CHAIR RAIL (2) 4IOx3/4' SMS EACH SIDE OF CHAIR RAIL (WHEN USING 0IOx3/4' SMS 2'x4' PD, SB, OR A SIDE OF CHAIR SMB CHAIR RAIL, L (WHEN USING REFER TO NOTE 01) 4' PD. SB, OR AW OlOx3/4' SMS THRU. I CHAIR RAIL, RECEIVING CHANNEL INTO 'ER TO NOTE 01) COLUMN, EACH SIDE CWHEN USING 2'x4' PD, SD OR' SMB EXTERIOR CHAIR RAIL, REFER TO NOTE 01) CHAIR RAIL ' CONNECTION DETAIL AO L5'x&125'x.062' THICK RECEIVING CHANNEL (RECEIVING CHANNEL TO RUN DEPTH I3F CHAIR RAID HIDDEN CHAIR RAIL CONNECTION DETAIL (4) 8104-1/2' SMS THRU WALL DF-COLUMN I'- c..D M COLMSMB REC UN AIL,AH.SIDE DBL 2'x SMD COLUMN 2'x PD, SNAP OR SMB CHAIR RAIL P(2) 4IOx3/4' SMS I HAIR _-, .. ., .. _:-•.. EACH-StDE-OF-'CI4AIR-_. -^ ....-:,. ._.,_. ,�..... ,:.. - ,.-.. --. ...r2nfB-_-..� _,.-...... 4G RAIL (WHEN USING CHAIR RAIL ( 2'x4' PB, SB, OR SMB CHAIR RAIL, 01) EXTERIOR REFER TO NOTE 01) HIDDEN CHAIR RAIL CHAIR RAIL CONNECTION CONNECTION DETAIL © DETAIL O NOTE, U WHEN USING A 2'x4' PD, SD OR 2'x4' SHB CHAIR RAIL, CONNECTION REQUIRES (6) OIOx3/4' SMS THRU RECEIVING CHANNEL INTO POST AND C3) 01110/4' SMS THRU RECEIVING CHANNEL INTO TOP OF CHAIR RAIL AND (3) OIOx3/4' SMS THRU RECEIVING CHANNEL INTO BOTTOM OF CHAIR RAIL 12) RECEIVING CHANNEL THICKNESS MUST BE 0A62' THICK OR GREATER. D. JOSEPHS, P.E. 25418 EAST MARION AVENUE, UNIT 0004 ALUMINUM STRUCTURES MASTER PLAN TA GURDA, FL 33950 d 040MG. 0(C © COPYRIGHT AL ERGD(EMING, INC. 2005 ppM 54 OF 302 (941) 205-EM AL ENGINEERING, INC. FLORIDA LICENSE 97441 AV (941) 205-2024 2x2 OR 3ko COLUMN CONNE ,,'IONS 2'x2' OR 3'x2' PATIO BEAM 13R SNAP BEAM COL\ 1/4•x2-1/2' CONCRETE.ANCHOR—V MAX 6' EITHER SIDE_ OF ,COLUMN AND 24. O.C. DETAIL OA rnuro r nrry rnrr (2) OlOx3/4' SMS EACH SIDE \—NM-WASHER. (1) 1/4' POWERS POWER -BOLT (OR (SPACED 1. O.C. MINO(UH) EQUIVALENT) W/ NYLON OR CONCRETE ANCHOR TO 2'x2'x.093'x2' LONG FASTEN THRU ANGLE INTO CONCRETE ANGLE (EACH SIDE) (MIN. 1-3/4' EMBEDMENT) EACH SIDE PLAN VIEW BOTTOM CONNECTION -44) '®10 x 1-1/2' SMS THRU BASE PLATE INTO SCREWBOSSES OF 2'x2'12R 3'x2' PB COLUMN 13R 3'x2' SNAP COLUMN 2'x2' DR 3'x2• PATIO COLi 2'x2'x.093'x2' LING ANGLES EACH SIDE OF COLUMN (2) N10x3/4' SMS INTO MS1/4' (2)LANCHERBM-T POWERS POWER -BOLT (OR .. ANGLE AND COLUMN, EC INTIVALENT)V/ SID NYLIN IR I SIDE (SPACED I'CO MINIMUM) CRETE ANCHOR TO STHRU TEN ANGLE INTO CONCRETE1/4'x2-V2'T. 1-3/4' EMBEDMENT) EACH SIDE(2) BlOxl-1/2' SMS MAX 6' EITF TMRU WALL INTO I COLUMN ANOYP.)INV OR I'x3. OB SCREWBOSSES OF BASE PLATE I I'x2' OR 1'x3' OB I (EACH SIDE) SPACING ` 6• O.C. _ I 6. O.C. I 24' ac 24' O.C. ;_. MAX MAX MAX CTYPJ (TYPJ (TYPJ (TYPJ =SEE CHAPTER 16 FOR 00 • � Q :i �. Y • • lA( a •24' aC I 6' O.C. I ,I 6• ac I SPACCIING MAX MAX MAX 24' aG (TYPJ (TYPJ (TYPJ CTYPJ CONCRETE FOOTER ELEVATION BOTTOM CONNECTION corEicREETE FOOTER NOTE, REQUIREMENTS REQUIREMENTS IJ,PLAN VIEW TOP CONNECTION SIMILAR WITH EXCEPTION OF THE 812 USED 1N LIEU OF ANCHOR BOLTS. 2JCUNCRETE ANLHDRS TO BE POWERS POWER -BOLT (OR EQUIVALENT). 3JCONNECTION IS GOOD FOR 600 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED TO EXCEED THIS UPLIFT AMOUNT. 43SMS FASTENERS TO BE PLACED A MINIMUM OF OS' FROM EDGE AND V O.C., UNLESS OTHERWISE SHOWN. 5J.ALTERNATIVE CONCRETE ANCHORS MAY BE USED IN PLACE OF THE CONCRETE ANCHOR SHOWN PROVIDING THE WDRKING/ALLOWABLE VALUES FOR TENSION AND SHEAR BASED ON 3' EDGE DISTANCE AND 4' SPACING ARE GREATER THAN THE VALUES OF THE CONCRETE ANCHOR SHOWN. 6JPRDPER PRECAUTIONS SHALL BE TAKEN TO PREVENT CORROSION AND GALVANIC ACTION DUE TO 'DISSIMLAR METALS AND CORROSIVE ENVIRONMENTS JAMES 0. JOSEPHS. P.E. 11 CPPERC _ _ FLORIDA USFNSE [28439 25418 EAST MARION AVENUE OMIT 1004 ALUMINUM STRUCTURE'S MASTER PLAN PUNTA GORDA. FL 33950 d ADO, DCC © ODPYMGRT AL ENGNMOG. INC- Boos PAM 55 OF 302 PHONE. (941) 205-2023 r1lAL'ENGMEEIM ING FLUMA UCENSE j444I FAX: (941) 205-2024