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HomeMy WebLinkAbout2416 S Palmetto Ave - BR05-003855 (PATIO COVER) DOCUMENTSPermit # : %_°, Job Address: AN Description of Work: Historic District: Zoning: RECEIVED CITY OF SANFORD PERMIT APPLICATION Date: AUG 0 2 2005 Value of Work: $ rS. �— Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: r ''Sly Q-1`'7 — Owners Name & Address: Contractor Name & Address: Phone & Fax: -It- Bonding VBonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: ---�-)Its-`-JO,-U-( D, U (Attach Proof of Ownership & Legal Description) Phone: ..P W:4!�! 'V --,I- .1 �'��� }- ',,State License Number:/L/� V[j` , -I-'71 J QJ Vt/ Contact Person: t 19,.0D�r7lv►,w Phone: �T Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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: In addition to the this county, and there may I ce of permit i v ure of Ow s of this permit, there may be additional restrictions applicable to this property that may be found in the public records of permits required from other governmental entities such as water management districts, state agencies, or federal agencies. notify the owner the r of the requirements of Florida Lien Law, FS 713. Date nature of�raactor/Agent 41 Date Q rP1it Owne /Agent's Name � s 3 Signature of No ,ry-State of Florida �� © 'Owner/Agent is _Personally Known to Me or Produced ID 7-- Mc== APPROVED BY: Bldg: Zodj�lgl �tT lines: FD: (I al & Date) (Initial & Date) (Initial & Date) (Initial & Print Contrac r/Agent's Name 7/s Date Si nature of Notan tate of Florida Dale Contractor/Agent is son Me or Produced ID Special Conditions: I () oa o m "TrC> se, oo,m m 3. m'v T D A OV]NO corno�.rn LIMITED POWER OF ATTORNEY I hereby name and appoint of /4% to be my lawful attorney in fact to act for me and apply to fora BUILDING permit for work to be performed at a location described as: Section Township Range Lot Block Subdivision (Owner of Property and Address) and to sign my name and do all things necessary to this appointment. THOMAS A. ORIE SR. RX0045740 Type or Print ame of certified Contractor, License # ` Signature of Certified Contractor Acknowledged: Sworn to and subscribed before this Day ofA.D. 20 Notary Pub�of (Seal) c) ?) My Commission Expires: R013YH WHITAKER Notary Puhilc, State of Florida MV comm. expires Dec. 2, 2008 No. DD 376604 Bonded thrU Ashtor. Agency, Inc. (800)451-4854 Seminole County Property Appraiser Get Information by Parcel Number Page I of I V- c - http://www.scpafl.org/pls/web/re—web.seminole—county—title?PARCEL=361930541 00000... 7/18/2005 50.A S 61 - _-Lao.0 81.4 3J 6707.01 DAvjD JoHnsom CFA, ASA H35 �m PROPERTY 37.0 E2 B&A II 33_� APPRAISER XA 66 70 2 SEMINOLE COUNTY FL- 96 7111. 1101 E_. FIRST s -r 41 083.0 SANFoRo , rL32771-1468 a_ 407-665-7506 L0 42 a74.0 10 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 36-19-30-541-0000- Tax District: S1-SANFORD 0550 Number of Buildings: 1 Depreciated Bldg Value: $63,559 BARNOSKE 00- Depreciated EXFT Value: $600 Owner: FREDERICK C & Exemptions: HOMESTEAD SHERRI Land Value (Market): $27,335 Address: 2416 S PALMETTO AVE Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $91,494 Property Address: 2416 PALMETTO AVE SANFORD 32771 Assessed Value (SOH): $60,802 Subdivision Name: PINE HEIGHTS Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $35,802 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY WARRANTY DEED 07/1992 02454 1339 $65,000 Improved Tax Value(without SOH): $1,141 PROBATE RECORDS 06/1992 02436 0529 $100 Improved 2004 Tax Bill Amount: $697 PROBATE RECORDS 01/1992 02385 1855 $100 Improved Save Our Homes (SOH) Savings: $444 WARRANTY DEED 01/1975 01043 1016 $25,000 Improved 2004 Taxable Value: $34,031 WARRANTY DEED 01/1974 01017 0249 $20,000 Improved DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Frontage Depth Method Units Price Value LEG LOT 55 & N 7 FT OF LOT 56 PINE FRONT FOOT & HEIGHTS PB 3 PG 51 71 173 .000 350.00 $27,335 DEPTH BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost Num Bit SF SF SF Value New 1 SINGLE 1925 3 2,008 2,024 2,008 WD/STUCCO $63,559 $124,018 FAMILY FINISH Appendage / Sqft OPEN PORCH UNFINISHED / 16 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1930 1 $600 $1,500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. 1*** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re—web.seminole—county—title?PARCEL=361930541 00000... 7/18/2005 ve- VO-32-4 Permit Number Parcel Identification Number Prepared by:.� �/ s SUPERIOfTAL INSTALLATIONS, INC. 3005 Forsyth Road Return to: Winter Perk, FL 32792-8298 SUPERIOR ALU(ln;r•+.Ill INSTALLATIONS I',. 3005 Forsyth, f oad NOTICE OF COMMENC'EMENT State of ,_•,.« , ,, ; .. County of ti®al to III It leItor, INoil $tA$ainso III IsUKRFAGOIII ttill MARYANNE MIASP-1 CLERK OF CIRCUIT Ci7t1RT !iRMINOLE CCAINTY HK 05821 FACT 1505 05 CLERK'S #t 2005123233 REUIRDFD 07/224/;2M @1.-3@155 PH RRUIRDING FEES 10.E RFC1]IRDVD BY L Mp-Kinley C-PTIF'IED COPY -7 MARYANNE MORSE CLERK OF CIRCUIT COUR11 SEMINOL C U TY,. FLORIDAI er DEPUTY .ERS PON R��a PONL, 12 2 The undersigned hereby gives notice that Improvement(s) 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. 1. Description of property (legal description of the, property, and street address if available) 2. GeneraICI�4 ior%f improvements) Q_� 3. Owner information Name Telephone Number', Address "¢Y Fax Number Ste_ Interest in Property: 4. Fee Simple -Title, Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor �IERIOR ALUMINUM INSTALLATIONS, INC. Name V 3005 Forsyth Road Telephone Number Address WINTER PARK, FL 32792-6.299ax Number 6. Surety (if, any) (407) 678-0500 Name (800 247-6768 Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name....Telephone Number AddresFax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be. served as provided by §713.13(1)(a)7., Florida Statutes. ............._.. Name Telephone Number Address Fax Number 9. In addition to himself br 'herselt, Owner designates the following to receive a copy of the Lienor's Notice as provided. in §713.13(1)(b), Florida Statutes. Name • Telephone Number Address.; Fax Number 10. Expiration date of notice of commencement (the expir o ate one year rom the date of recording unless a different date is specified): 0 5� D S ned tgnature of Owner -Note: per §713.13(1)(8), "owner must sign ...and no one else may be permitted. to sign in his or her stead." Sworn to andpbscribed before me this 3 day of e _ ©S� by who is as idea Forth Revised: 3/98 e OR produced otary (notarial se- arfo appear BILLY D. HASTINGS, JR. Notary Public, State of Florida My comm. expires Feb. 16, 2008 No. DD291295 Bonded thru Ashton Agency, Inc. (800)451-4854 FRANKLIN STREET I I i I LOT 54 I I I f—',So 3382 I I 173. 75' 40 oi o I 55.30- � C. B. Ili i STORY WOOD I WALL RFRAME , 1, Q) L O T 55 9 0 2416 Q) o U>J .� C i .y 29, 20' L 90' 5t. 27' 8.9,cr 19, N0 . COMC. - CONC. ORIYE 8 173. 75' 0.A•GN W'O' 1, 0) WOFF I. 85' OFF 1 Q iS LOT 56� I Q I ---- ---- -- -- 173.75•-- -- I I -- ---- ---- ---{ I i I I LEGEND: I l.AIRON ROD 1. P. 1 RON PIPE t COR. CORNEA COY. COVERED CONC. - CONCRErE C. B. CONCRETE BLOCK RES. RESIDENCE AVE. AVENUE ST. STREET LN. LANE RD. ROADT P. C. - POINT OF CURVE P. C. P. • PERMANENT CONTROL POINT C. K. • CONCRETE MONUMENT i C.L.F. • CHAIN LINK FENCE N.F. MOOD FENCE FLA. FLORIDA A/AA •RIGHT-OF-WAY MID NAIL AND DISK MEAS. - MEASURE TYP.- TYPICAL DPA I N. • DRAINAGE PLAT OF SURVEY FOR: FPEDEP I CK C. BAPNOSKE 1 1 I & SHEPPI L. BAPNOSKE ¢ LEGAL DESCRIPTION: LOT 55, AND THE NOPTH 7.00 FEET OF LOT 56, PINE HEIGHTS — F— AS RECORDED IN PLAT BOOK 3, PAGE 51, PUBLIC RECORDS OF SEMINOLE 0 20 40 COUNTY, FLORIDA. SCALE t INCH=40 FEET ALSO CERTIFIED T0: CHELSEA T/ TLE COMPANY DATE X06 INLAND MORTGAGE j I FPEDEP I CK C. BAPNOSKE 1 1 1 6 1 7/14/92 563 92 SHEPP 1 L. BAPNOSKE T - - - -------- - ---- - - --� --- -- -- -- - - - - -- -' THIS IS TO CERTIFY THAT I HAVE REVIEWED THE. CERTIFICATION FLOOD INSURANCE RATING MAP PANEL NUMBER R___ DATED II HEREBY CERnFY THAT THIS suRVE -.=d- _9j11[QD- MEETS OR EXCEEDS THL MINIMUM AND DETERMINED THAI THIS PROPERTY LIES I N TECHNICAL STANDARDS SET FORTH 3 rLOOD ,ONE __.._ _.__._. THE FLORIDA BOARD OF HROFESSIONAt _ -_ _.__---.--- ------_r-----.---_--------_.__--- -- --{ TYPE OF SURVEY: LAND SURVEYORS IN CHAPTER 21HH-5, AAENGINEERING AND I BOUNDARY 5 IMPROVEMENTS I FLORIDA ADMINISTRATIVE CODE. TO SECTION 412.0?1 FLuRly^A PERSUANT SfAi:J1_<'.. SURVEYING INC. ' BEARINGS BASED ON PLAT 401 LAKEIJOWELIL RD. SUITE 104 UNLESS OTHERWISE NOTED MAi1LAND, FLORIDA 32151 --- ;NEVAA. CAMPBE�L, P. `�.�,� i 4u7i 677-1411 UNDERGROUND IMPROVEMENTS . �' FA'i' 671-1406 I NOT LOCATED I NOT VAL10 UNLESS SIGNED A t D SQA', -cis G`3/06/05 RED 07:14 FAX 1 407 875 3398 Bairnco VE-R-Mfr-#- FRANKLIN STREET I PLANS REVIEWED CITY OF SANFORD Lor sa ic o� I 0 173. 75' . ►. I I It r c IL mu I STORY MOOD 1• p v °a I CFRAME AES. Q LOT 55 2416 11 Y >t ► R iL TT .y 9y, � LIQ 11 173. 75' (��tl W � i 'K L 0 T 56 x� .. I I l I 1. `OW mot tl tib PLAT OF SURVEY FOR: FREDER I CK C. BARNOSKE I I I 6 SHERRI L. BARNOSKE LEGAL DESCRIPTION. LOT 55, AND THE NORTH 7. 00 FEET OF LOT 56, P 1 NE HEIGHTS F= AS RECORDED IN PLAT BOOK 3, PAGE 51, PUBLIC RECORDS OF SEMINOLE 0 20 40 COUNTY, FLORIDA. H •4 FEE• SCALE - 1 INC0 ALSO CERTIFIED TO: CHELSEA TITLE COMPANY --� DATE JOB I INLAND MORTGAGEI FREDERICK CC BARNOSKE 1 1 1 6 17iiv� 92 SHERRI L. BARNOSKE _ THIS IS TO CERTIFY THAT I HAVE REVIEWED THE CERTIFICATICN FLOOD INSURANCE RATING MAP PANEL NUMBED I HEREBY CERTIFY THAT THIS 5CRVEY 17(129& OGG g--- DATED _5L111. D- MEETS OR EXCEEDS TRE MINIMUM AND DETERMINED THAT THIS PROPERTY L IES IN T;CrwNICAL STANDARDS SE- FORTH 2Y I FLOOD ZONE C�__. THE FLORIDA 80AFC OF PROFES310NAL O F SURVEY: -- LAND SUFVEYOR. N CHAPTER 26CRSUW' � FLORIDA ADMINISTF#TiVE CODE, AAENGINEERING AND f 8OLWARY 6 IMPROVEMENTS I TO SECTION 472.0:7 (LOR'CA SiAlUTES. SW EYING, INC. I BEARINGS BASED ON PLAT 407 LAKE HONELL M. SUITE 104 I UNLESS OTHERWISE NOTED --- PAITLAND FLORIDA 32751 ) 1 VEV TA. C�LP- 335'3 1407) 677-1411 UNDERGROUND IMPROVEMENTS NOT vAr.D UNLESS SIGN_D AND SEALED FAX 677-1406 —�— N01 LOCATED —L---- -----...-- -- - - _.._.__.. _ _ _ - ) e 1 z 5 6 ) e 1 2 3. 5 6 e 2 6) B 7 5 6 1 6 2 3 5 - :1 3 f 5 - 1 h 6 d 2 3 _ 6 e _ - ' /Ikt� f/U 2 - yZee _. I - �� { - —_ _ _._ ._— .. _ -- - -- _—..-_�- --_ _— --_- _—._- _ L- —_.-___. _.__ . _ 4 il f-fl —_7 __ 01 UJ r- - -- --- - - -- - ------ - - '-----'r-- - - -- ---- - -- --------- -- - -----' -- Z�- - - -- -- ----- �4r- -- - Z�. ---- --------- ---- - --- - --. .... e 2 -- ---- - _ - y — 2 -- - 3 o'�rE.� -- ---- — - - - - -- - - -- ---- --�y- - _� - --- ----_ 4 .---T../—_- ____. _ 4 O ° �'►0--Cover �! •Y �. _ . _ �'lov5 Wait m o use. we'll _ _ _ - - - 5 5 � _ _ :Rai _ fi e OS'rS l+y Q ! Y1'b �i W W _ — - --- -- --- --- --- ------ - Q� OtT/►O� _-Qtw - --- - -- z m — - - - -- - - - - --- -- -- - — -- -- -- - J - — - - - 3 Co .. ...._.--_...._ __—Y. .._ . .:_._..... _.. ___.._—...c.. .--. ... ___. _- ._._.. _ _ _ _ .. ...._.. -._ _ _..— __ - - --.___. - _ ___-_ +_ __-_. __- - - - NCD k Z 03 _ _ -1 _1 - -- l- y G saw - _ _ _ -. + -- . -._. :_ Z 'n d o — 6 _ _ _ —1_ ' � � I} — I - Imo. ---1• ._. . - _ - --"+- _ —. __ _ _ -. �. ---_ _ ° � c� � 4A 1 e - �fzZ C), - - -. --T _ - —r� r _. __-. __-__�-__-__._ __. --,- -- - '_i-1,--•.-_ -i -_ �.� :I 1 e e IDENTITY PRINT b DESIGN CENTER 3e6'3W 5121 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS BEAM SPAN LENGTH "A" FOR TABLE 2 EQUALS THE LARGER OF: Al = W, A2 = W/2 + O.H. SECTION 2 SHADING DENOTES MAXIMUM ROOF AREA FOR COLUMNS AND FOOTING I W I W IITN PI �I OVERHANG 04 VARIES LU CC) I � _ _ A2 - -- A2 -T �_ Z ui DOUBLE CARPORT SCALE: 3/16" = l'-0" BEAM IF REQUIRED FOR KNEE BRACING KNEEBRACE 'W FOR BEAM SIZE ' SLOPE 1/2 12 'W' FOR BEAM SIZE " SINGLE CARPORT SCALE: 3/16" = l'-0" SLOPE 1/2 12 'W' FOR BEAM SIZE " AFTER COMPUTING 'A' LARGEST VALUE I� I POST SIZE AND SPACING PER TABLE 2.2.1 AND / OR TABLE 2.2.2 ` MINIMUM SLOPE SHALL BE 1/2" PER 12" EXCEPT FOR NOTE: KNEE BRACES ARE REQUIRED 0.026" PANS FOR WHICH THE SLOPE SHALL BE 3/4" IF POSTS ARE NOT SET IN CONCRETE PER 12" FOR SPANS EXCEEDING 12'-0" OR FOOTING MANUFACTURERS RECOMMENDED SLOPE / SEE BEAM SPAN TABLES FOR FREE STANDINGLSE ucTUREEND VIEW SINGLE CARPORT END VIEW DOUBLE CARPORT (GAS SCALE: 3/16"= l'-0" SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 7678556 PAGE © COPYRIGHT 2004 PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. NOT TO BE REPRODUCED IN WHOLE OR IN 2-13 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 w ROOF PANEL Q (SEE SECTION 7) -� ANCHOR PER DETAIL FOR PAN _- �- OR COMPOSITE PANEL BEAMS MAY BE ANGLED FOR FOR NUMBER OF BOLTS AND GABLED FRAME - -- SIZE OF POST (SEE TABLE 2.3) COLUMN NOTCHED TO SUIT BEAM AND POST SIZES (SEE TABLES SECTION 2) SIDE NOTCH POST TO BEAM CONNECTION SCALE: 3" = V-0" BEAMS MAY BE ANGLED FOR - - -f - - GABLED FRAME w ROOF PANEL Q (SEE SECTION 7) > 1-3/4" x 1-3/4"x 0.063"A ANCHOR PER DETAIL FOR PAN RECEIVING CHANNEL THRU ------- OR COMPOSITE PANEL BOLTED TO POST W/ THRU BOLTS FOR SIDE BEAMFOR NUMBER OF BOLTS AND(SEE TABLE 2.3 FOR NUMBER E 2.3) SIZE OF POST (SEE TABLOF BOLTS) BEAM AND POST SIZES (SEE TABLES SECTION 2) COLUMN NOTCHED TO SUIT CENTER NOTCH POST TO BEAM CONNECTION SCALE: 3"= l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 7671774 FAX: (386) 76765% PAGE n © COPYRIGHT 2004 2-1 7 - _. - _ _ _..........•.-�., �u wNro c (1R IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING ALUMINUM/STEEL COLUMN 'U' CHANNEL (SEE SECTION 9 FOR CONNECTIONS) CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING SCALE: 3" = 1'-0" ALUMINUM / STEEL COLUMN 2" x 2" WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE CONCRETE SLAB OR FOOTING SCALE: 3" = 1`0" ALUMINUM / STEEL COLUMN INTERNAL EXTRUDED ALUMINUM BASE OR BREAK FORMED U -CLIP WITH WALL EQUAL TO OR GREATER THAN POST WALL CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-&b PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNET7, P.E. 2-21 SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS TOP OF GRADE COMPACTED BACK FILL "t" IS THICKNESS OF REQUIRED POST 3" x 3" POST (SEE TABLE) (2)2"x2"x"t"ANGLE OR (1) U CHANNEL x "t" 3/8" x 3-1/2" BOLT 80 LB. 2500 PSI I CONCRETE PRE -MIX 3" EXTRUDED ALUMINUM BASE ALUMINUM POST AND BURIED FOOTING CONNECTION SCALE: 1-1/2" 1 POST IN CONCRETE #40 BAR 12" LONG POURED CONCRETE (REFER TO TABLE 2.4) ISOLATED FOOTING SCALE: 3" Lawrence E. Bennett, P.E. FL # 16644 Cava. ENGINEER • pEMOfWENT CONSULTANT P.O. BOX 214366. SOUTH pAYTONA, FL 32121 TELEPHONE: (356) 767-4774 FAX: (366) 7676556 PAGE A n^ 3" x 3" POST TURN BOLTED' TO ANCHOR RISER 2-314" x 2-314" x 2-1/2" LONG x 1/8" TUBING WELDED CONNECTION FASTEN (SEE SECTION 9) 12" x 12" x 1/4" PLATE 3-1/2" CONC. SLAB -POST MAYBE FILLET WELDED DIRECTLY TO BASE PLATE BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION SCALE: 3" = 1'-0" © COPYRIGHT 2004 N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. .�nr rn PF REPRODUCED IN WHOLE OR IP. . SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.1.1 A-110 Allowable Roof Beam Spans Mono -Sloped" Roofs for Freestanding Carports or Patio Covers with For 3 sec. wind gust for 110 MPH velocity; Using design load of 10 #ISF (36 #ISF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 3" x 0.050" Hollow Tilt 2" x 3" x 0.045" Hollow Load Max. Span 'L'!(bending 'b' or deflection 'd') Load Max. Span'L'I(bending'b' or deflection'd') Max. Max. Width (ft.) 182 Span 3 Span 4 Span Cantilever Width (ft.) 182 Span 3 Span 4 Span Cantilever d 1U'lt" d 1'-7" d 4 8'-4 d 10'-3" d 10' 6" d 1'-7" d 4 8' 2" d 10'-1" 9' S" d g• 7.. d 1. 5 7'_9" d 9'-6" d 9._9,. d 1,�,, d 5 7 _7' d 7•_2" d 8'-1(1" d 8'-11" b 1'-5" d " 6 7'-3" d 6`1 1.. d 9'-1' b t' S d 6 6' ,d.. d 8' S" d !1'.3., b t' 4' d 7 6'-11" d B•_6.. d 8. b.. b 1.. d 7 8 6'-(i" d !'•11" b 7•-8" b 1,_3.• d 8 6 7 d 8'-2" d 7' 11" b 1'-3" d 9 6'-3" d 7•_6•• b 7'-3" b 1'-2" d 10 6 0.. d 7. 1., b 6. 11.• b 1._2.. d 10 6'-2" d 7'•d" b 7. 1, b 1. 2., d 11 5'-10•' d 1' 2" d 11 5'-11" d 6•_11" b 6'-9" h 1'-2" cf 12 5'-6 d b 6' S" b 1'-1" d 2 x 4" x 0.044" x 0.100" Self Mating Beam 'd') 2" x 4" x 0.045" Hollow Titt Max. Span 'L'/(bending 'b' or deflection 'L'1(bending 'b' or deflection 'd') Load Max. Load Max. Span Max. Width (ft.) 182 Span 3 Span 4 Span Cantilever Width (ft.) 182 Span 3 Span 4 Span Cantilever 15'-2" d 2' 4" d 4 10'-4" d 12'-9" d 13' 0" d 1'-11" d 4 12 0 d 11'-2" d 14'-10" d 13'-10" d 14'-1" d 2'-2" d 5 9�-7" d 11'_10" d 11'•11" b t'-10" (1 5 10' 6" d 12' 11' d 13' 3" d 2'-0" d 6 g'-0" d 11'-2" d 10' 11" b 1' 9" (1 6 9'-11' d 12'1" d 12.7' d 1 _11' d 7 g'_7" d 10'-6" b 10 1 b 1' 8" d 7 q_7^ d 11'•10" d 11'-10" h 1. 7.. d B 8'_2•' d 9'_10" b 9 -6 b B y. 2.. d 1 1'4" d 11'-2" b 1 9 d 9 7'-11" d 9'-3" b 8'-11' b 17--6-d 9 10 8'-10" d 10' 11,. b 10'-7.• b 1. g•. d 7. 7.. d 8. 9, b 8,_6.• b 1'-6" d 10 11 8'-7- d 10'-5" b 10.1 ' b 1'-8" d 11 7'-5" d 8 b 8 1 b 1 d 12 8•�•. d 9% 1 t b 9' 8" b 1 -7 d 12 7' 2" b 7. 11. b 7'-9•' b 1' S" d 2" x 6" x 0.050" x 0.120" Self Mating Beam 2' x 5" x 0.050" x_0.100" Self Mating Beam Max. Span 'L'/(ben 'b' or deflection 'd') Max. Span 'L'I(bending 'b' or def lection 'd') Load Max. Load Max. Width (ft.) 182 Span 3 Span 4 Span Cantilever Width (ft.) 182 Span 3 Span 4 Span Cantilever 21'-7" d 21'-11" d 3' 4" d 4 14' 11' d 18' S" d 18' 10' d 2' 11" d 4 17'-6" d 16'_2" d 20'-0" d 20' S" d 3-2" d 5 13'_1p" d 17' 1" d 17' S" d 2' 8" d 5 15'-3" d 18' 10" d 19'-3" d 2'-11" d g 13' 0" d d 16'-5" d 2'-6" d 6 14'_6' 18'-1" b 2' 10" d 7 12' S" d 15' 3' d 15'•7" d 2' S" d 7 8 13' 10" d 17'-1" d 16'-11" b 2'•8" d g 11'-10" d 14'.7" d 14'-8" b 2' 3" d 13'-4" d 16'.5' d 15'-11" b 2'-7" d g 11'-5" d 14'-1" d 13'-10" b 2'-2" d 9 10 12'-10•• d 15_2 b 2'-6" d 10 107-11" d 13' 7" b 13'-1" D 2' 1'• d _' 11 12'_6' d 14'-11" b 14'-5" b 2'-5" d 11 10-7-f d 12' 11" b 12'-6" b 27-1 d 12 12'-1" d 14'11.' b 13' 10" b 2'�" d 12 10' d" d 12'-4" b 11'-11" b V-11 d Include where the slope of the roof is less than 1" in 12". Mono -stoped roofs gables Notes: Add horizontal distance from upright to center of brace to beam 1. Above spans do not include length of knee brace. connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368• SOUTH D ONA• FL 32121 TELEPHONE: (386)767-4T74 FAX: (386) 767.5556 PAGE 2-20 © COPYRIGHT 2004 E. R IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P NOT TO BE REPRODUCED IN WHOLE O SECTION 2 FATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.1 Allowable Attributable Roof n Area 1p� per ALUMINUM POSTS Example: Find Roof Area Needed: Area = 'A': Post Spacing ='S': Structure Projection = : A = S x (W/2 + O.H.): If 'S' = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 9 / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10 11" for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045' Hollow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans maybe interpolated. 2. For free standing -covers, multiply above roof areas by 1.25 (except for 100 MPH). Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH OAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 7676556 PAGE 2-52 © COPYRIGHT 2004 HOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. NOT TO BE REPRODUCED IN WHOLE OR IN PART WIT . SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Minimum # Thru-Bolts @ L=D+y," Minimum Minimum # 114" a 318" o ;ction Post Size Knee Brace' Knee Brace Screws ow Ss F2"x3" x 0.0 Hollow Tilt 2" x 2"x 0.044" or 2" 2" x 3" x 0.050" (3) #8 2" x 2"x 0.045" Snap 2" x 3"x 0.045" Hollow 2" 2" x 3" x 0.050" (3) #8 2" x 4" x 0.050" Hollow 2" x 3"x 0.045" Snap Self Mating Beams 2 2" x 3" x 0.050" (3) #8 2" x 4" x 0.038" X 0.100 3" x 3"x 0.060" Scalloped 2" x 3" x 0.050" (3) 08 2' x 5" x 0.050" X 0.100 3" x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" (3) #10 _j7.6- x 0.050" X 0.120 3" x 3"x 0.060" Scalloped 1 -2-2" x 4" x 0.050" (3) #10 2" x 7" x 0.055" x 0.120- 3" x 3" x 0.093" 3 2 2"x4"x0.050" (3)#10 2'x 7'x0.055"x0.120" 3"x3"x0.093" 3 w/ insert#12 2" x 8" x 0.072" x 0.224' 3' x 3" x 0.093" 3 2 2" x 4" x 0.050" (3 ) (3) #14 2" x 9" x 0.072" x 0.224" 3' x 3" x 0.125" 4 3 2" x 4" x 0.050" 2"x4"x0.050" (3)#14 2' x 9" x 0.082" x 0.306' 3'x 3'x0.125" 4 3 4 2" x 4" x 0.050" (4)#14- 4)#14The 2'x 10'x0.092'x0.369' 4"x4"x0.125' g Theminimum number of thru bolts is (2) ' Minimum post/beam may be used as minimum knee brace •• Fasten w/ external screws or clips. See Details. Lawrence E. Bennett, P.E. FL # 16644 ' CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (388)767-4774 FAX: (388) 767.6556 PAGE =COPYRIGHT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2-54ODUCED IN WHOLE OR IN PART WITHOUT SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER - 98 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 2:......: < .•......... 910 X 3/4"S. M.S. OR WOOD a ROOF PANEL SCREW SPACED @ 12" O.C. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4"x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. SCALE: 3" = l'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS . 2 CL ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = l'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS RS. LSCREWS INTO E THE TRUSS BUT7S. SUB -FASCIA AND THOSE AREAS ANCHORS. AL SHALL HAVE DOUBLE O THE HOST STRUCTURE SHALL HAVE MINIMUM -1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED T0. THE ANCHORS POSSIBLE SPAETAILED N OF THE ROOFVE AE ON A LAD PANELPANELOROMTOHE HOST STRUCOTUREC SECTION 1606 FOR A MAXIMUM ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140 150 #8 #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4774 FAX: (386) 76785.56 PAGE © COPYRIGHT 200 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval PFL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Panels Foam Core E.P.S. #1 Density Open Structures Screen Rooms Glass & Modular Rooms Overhang Enclosed Cantilever Wind Mono-Sloped Roof 8 Attached Covers 4 All 3 4 1&2 4 182 3 Region 1&2 3 an span span span span Roofs span span span span sp 100 MPH 21'-4" 23'-10" 23'-0" 20' 4" 22'_9" 21'-11" 18'-8" 20'-11" 20'-2" 110 MPH 21'-4" 23'-10" 23'-0" 18,_10•, t2.-0„ 13•_11" 13'-6„ 120 MPH 20'14" 22'-9" 21_11• 17'-5" 123 MPH 19' 6" 21-10" 21' 1" 30-M P H 18'-0" 20'-2" t9'-5" 15 1 17 _9 16.3' 11' 1" 12.11• 12' 6" q 0 13,_3„ 1Z, 4- 13' g,. 13,_3.. 10' 3" 11, 6.. 11. 1.. 4, 3.. 140 MPH 12-4- 13'-9" 10'11" 3'-11" 150 MPH 12'_4'• 13_g.. 13._3„ 12,x,. 13, y, 13' 3.. i f;' 10' 8.. 3" x 48" x 0.030" Panels Foam Core E.P.S. #1 Density Glass & Modular Rooms Overhang 1 Open Structures Screen Rooms Cantilever 8 Attached Covers Enclosed Wind Mono-Sloped Roof 4 1&2 3 4 All n 1&2 3 4 1&2 3 Roo span span span span span span span span span Roofs Regio 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26' 8" 25'-9" 18' 110 MPH 24'-11" 27'-11" 27'-0" 21-11 24'-6" 23'-8" 16'-2" 19'-3" 20'-5" 22'-10" 22'-1" 14'-8" 17' 8" _T5_71 0" 4."0„ 120 MPH 23'-10' 26' 8" 25' 9" q•_p 123 MPH 22'-11" 25'-7" 24'-9" 19' 10" 22' 2" 21'-5., 14,11" 16' 0" 15' 6„ 18'-8„ 20, t 0., 2 ,_2„ 13'.7" 15' 2" 14'-B" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10"13 8" 4'-0" 14'_5„ 16 2,. 15. 7" t 2, 8,. 14'-2" P150 0 MPH 14'-5" 16'-2" 15'-7" 4'-0" MPH 14'-5" 16'-2" 15' 7" 14'-5" 16'-2" 15'-7" 11 _2 13.2„ 12.9 4" x 48" x 0.024" Panels Foam Core E.P.SDensity . en Rooms Glass & Modular Rooms Overhang / Open Structures Enclosed Cantilever Wind Mono-Slope Roof & Attached Covers All Region 1&2 3 4 182 3 q 1&2 3 4 span span span span span span span span span Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22 3„ 24'-11" 24'-1" 17'-5" 19' 6" 18' 10" 4'-0" 110 MPH 23'-5" 26'-2" 25-3" 20'-6" 22'-11" 22'-2" 15' 1" 18,-0" 17'_5" 4'-0" 120 MPH 22'-3" 24.11„ 24.1" 19'_1" 21'-0" 20'-7" 13'-9" 15,-4„ 14'-10" 4'-0" '220' 13' S" 14' 1114'-6" 4'-0" 123 MPH 21'-5" 23-11' 23-18- 130 MPH 19'-9" 22--l" 21 4„ 17'-5" 19'-6" 1B'-10" 12'-8" 14' 2 13' 8" 0„ 15' 1" 14'-7" 11'-3" 13'-3" 12'-9" 140 MPH 13'-6" 15' 1" 14'-7" 13' 6" 150 MPH 13'-6" 15'-1" 14'_7., 13'-6" 15 1" 14.7, 10.5^ 12'4 1113" 4" x 48" x 0.030" Panels Foam Core E.P.S. #1 Density Open Structures Screen Rooms Glass &Modular Rooms OCant lever Enclosed Wind Mono-Sloped Roof &A ached Cove 1&2 3 4 All Region 1&2 3 4 1&2 3 an span span Roofs span span span span span span span 100 MPH 26'-11' 30'-1" 29'-1" 25'-8" 28'-9" 27'-9" 20'_1 22 5 21'-8" q' 0" 110 MPH 26'-11" 30'-1" 29'-1" 23'-8" 26,_5" 25'-0" 18'-7" 20'-9" 20' 1" 4'-0" 120 MPH 25'-8" 28'-9" 27.9 21'_11' 24,_7" 23'-9" 15•_10" 19 1„ 18 5 4'-0" 123 MPH 24'-8" 27'-7" 26'-8" 21'13" 23'-11" 23' 1" 15' S" 18' 6" 17'-11" 4'-0„ 130 MPH 22'-9" 25'-5" 24'-7" 20'-1" 22'-5' 21' B" 14'-7" 17'-5" 15'-9" 140 MPH 15'-7" 17'-5" 16-10" 15'-7" 17'-5" 16' 10" 13' 8" 15'-3' 14'-9" -0„ 150 MPH 15' 7" 17'-5" 16' 10'17'-5" 16'-10" 12'-8" 14' 2" 13' 9" Note: Total roof panel width = room width + wall width + overhang TM Lawrence E. Bennett, P.E. FL # 16644 ..a.". CIVIL ENGINEER - DEVELOPMENT CONSULTANT Elite Aluminum Corporation 1801 N.W. 64th Street P.O. BOX 214368• SOUTH DAYTONA. FL 32121 pw*1 Product Ft. Lauderdale, FL 33309 TELEPHONE: (386)767-4T74 FAX: (386) 767.6556 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT 200 OLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-34 NOT TO BE REPRODUCED IN WH SECTION 9 FASTENERS II,.... kick ( nn[is for Concrete Anchors allowed span = cu - 1 UPLIFT LOAD = 1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS = 1/2(20 42') x 7'x 10# / Sq. Ft_ ALLOWED LOAD ON ANCHOR NUMBER OF ANCHORS = 7 2 7# # = 1.67 Therefore, use 2 anchors, one (1) on each side of upright. Table is based on Rawl Products' allowable loads for 2.500 p.s.i. concrete. Lawrence E. Bennett, P.E. FL # 16644 CNIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH OA7YTO FL 32121 TELEPHONE: (388) 67 FAX: (366) 767.65% PAGE C1-7 © COPYRIGHT 2004 OR IN PART WrT}10UT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. • NOT TO BE REPRODUCED IN WHOLE FASTENERS SECTION 9 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX ELEPFL 32121 HONE) 767 FAX: (366) 7676556 PAGE C © COPYRIGHT 200 N 9-` T WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. -o^nt irrn IN WHOLE OR IN PAR Maximum Allowable Fastener Loads Table 9.4 5 Steel Fasteners Into 6063 T-6 Alloy Aluminum Framing for SAE Grade (As Recommended By Manufacturers) Self -Tapping and Machine Screws Allowable Loads Tensile Strength 55,000 psi; Shear 24,000 Psi Loads on Screws for No Wall Thickness ('t') (lbs.) Screw Allowable Tensile 0.055" 0.072" 0.082" 0.092" 0.125" Size Nd 0.044" 0.050" 228 298 340 381 #8 0.164" 182 207 264 345 393 441 #10 0.190" 211 240 265 292 382 435 488 #12 0.210" 233 316 347 518 581 189 #14 0.250" 278455 3o:i 333 436 497 558 758 114" 0.240" 267 434 568 647 726 986 5116" 0.3125" 347 395 521 68'2 776 871 1,184 318" 0.375" 417 473 694 909 1,035 1,162 1,578 112" 0.50" 556 631 Nominal Wall Thickness ('t') (Ibbs..); Allowable Shear Loads on Screws for Screw Single Shear 0.055" 0.072" 0.082" 0.092" 0.125" Size Nd 0.044" 0.050" 219 286 326 366 #8 0.164" 175 199 230 253 332 378 424 #10 0.190" 203 255 280 367 418 438 #12 0.210" 224 303 333 436 4y7 558 756 #14 0.250" 267 320 419 477 535 727 114" 0.240" 256 291 417 546 621 697 947 5/16" 0.3125" 333 373 500 655 745 836 1,136 0.375" 400 455 667 873 994 1,115 1,515 112" 0.50" 533 606 lbs. Loads on Screws for Nominal Wall Thickness ('t') ( ) Allowable Shear Screw Double Shear 0.055" 0.072" 0.082" 0.092" 0.125" Size Nd 0.044" 0.050" 438 572 652 732 #8 0.164" 350 398 460 506 664 756 848 #10 0.190" 406 510 560 73a 836 876 - #12 0.210" 446 66� 8'7 994 1116 1516 #14 0.250" 534 606 640 838 954 1070 1454 114" 0240" 512 582 834 1092 1242 1394 1894 5116" 0.3125" 666 758 910 1000 1310 1490 1672 2272 318" 0.375" 800 1212 1334 1746 1988 2230 3030 112" 0.50" 1066 Notes: 1. Screw goes through two sides of members. , Use manufacturers grip range to match total 2. All barrel lengths; Cetus Industrial Quality. Use tables to select rivet substitution for screws of anchor wall thickness of connection. specifications in drawings. frame members is 0.036" aluminum and 26 ga. steel. 3. Mininium thickness of Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX ELEPFL 32121 HONE) 767 FAX: (366) 7676556 PAGE C © COPYRIGHT 200 N 9-` T WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. -o^nt irrn IN WHOLE OR IN PAR I Table 9.7 Rivet Diameter 118" 5/32" 3/16" FASTENERS Aluminum Rivets with Aluminumsor teel Mteel Mandrel Aluminum Mandrel Shear Tension (lbs.) Shear Tension (lbs.) 176 210 325 129 3 187 263 40 490 262 375 445 720 Table 9.8 Alternative Angle and Anchor Systems for Beams arrier Beams Anchored to Walls, Uprights, maximum Screw / Anchor Size To Size Description To wall upright / Beam Extrusion Type 110 An le 1" x 1' x 0.045" 3116 3/16" #12 An le 1" x 1" x 1/16' 0.063" 3/16" #12 An le 1-x 1" x 118" 0.125" 114" #12 An le 1-1/2" x 1-112 1/16 0.062' 114" #14 An le 1-1/2" x 1-1/2" 3/16" 0.188" 914 An le 1-1/2" x 1-112" 118" 0.062 114" #14 An le 1-3/4" x 1-3/4" x 1/8"E. 125" 318" 318" An le 2" x 2" x 0.093" 5/16- 5/16" Anle 2" x 2- x 118"(o. 125" 112" 1/2" A le -2;-x 2' x 3/16`(0-313")318„ #04 Uchannel 1-3/4" x 1-314" x 1-314" x 118" " 5/16 5/16 Uchannel 1" x 2-1/8' x 1" x 0 .050 112" 914 LJ -channel 1-1/2" x 2-1/8" x 1-112" x 0.043" equal to depth of beam u.,r-• # of screws to beam, wall, and/or post Table 9.9 Minimum Anchor Size for Extrusions Note: Wall, beam and upright minimum anchor sizes shall be used for super gutter connections. SECTION 9 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSLX TANT P.O. BOX 211368. SOUTH DA e O n FL 92121 TELEPHONE: (386) FAX: (386) 767-65% PAGE © COPYRIGHT 2004 unT TO RF RFPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P E - 9-7 January 01, 2005 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" for the year 2005. This authorization also applies to contractor Master File Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Timothy J. Orie Superior Aluminum 3005 Forsyth Road Winter Park, FL 32792 Should.you have questions please contact me at your convenience7.'-: Sincerely,.. - Lawren_ E. BennetV, P.E. #16644