Loading...
265 Clydesdale Cir - BR08-000607 (pool enclosure) documents7- 3OFSAFOREERMITAPPLICATION, Application #: / - Cr0 . Submittal Date: Job Address: CACO G t1 Value of Work: $ (00'0 _ Parcel ID: I '"' 0000— lbc([ `Zoning: Historic C(Jl) District: n^ EWErj In Description ofWork: . 6" -.- Square Footage: Permit Type: Buildin4 Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct L.avout & Encrgy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # o Water Closets Plumbing Repair- Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (EEMA form required ) yyE.... ......................... ...................... ........ ... ... Property Owner: l_ARMSTRONG ,A t l • •Contractor: _ Address' s A A (e G P de Address: 2227 MERCATOR DRNE IFL 3 L- 7 -3 ORLANDO,FLS2807 Phon 330 E- mail: Phone: State License Number: 1 occo a f Bonding Company: Z Mortgage Lender: —' Address: Address: Architect ngineer: S Phone: Address: nn it. Person:_ ( Phone: Fa 06 i Plaae„a, , _ Application isherebymadeto obtain a permit to do the work installations as Indicated: I certl , that no work or installation has commenced rior f ,.. a Pp y P P o the issuance of apermit 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 AFFIC,:VIT: I certify that all of the foregoing information is accurate and that all work will be done``ia compliance with all applicable laws regulating construction and zonicg: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR PAYING .TWICE FOR IMPROVEMENTS TO YOUR PROPERTY'.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT: NOTICE: In add' Ition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies: Acceptance .ofpermit is verification that I will not fy the owner of the properte requirements of floc a Lien w, FS 713. z q b7 aignatur f Owner/Agent ate ig ureofContractor/. gent Date IZ q o7 C(,mesr ms Print O r/ ent's Name 0. 7 PnntContrac r ent's Name a g igna e N #idaotary Public - Stateflorida gna e of Notary -State of Florida bate My Commission Expires Jan 10, 2611 A* * oz Commission # DD 628501 Notary Public State of Florida r r utia L Bowman IM,°' BondedThroughNational Notary Assn. rMy Commission-D12727755 Owner OFM1aP Expires 12/19/2011 - A ent is _ P sonall . o n to Me or Contractor/Agent ent Pers Produced ID y ir(J Produced lD APPROVALS: ZONING: UTIL: FD ENG: BLDG: Special Conditions: } Rev 07.07 C 3 06 y LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: --j an agent of: to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address)_ Expiration Date for This Limited Power of Attorney: License Holder Name State License Numbe Signature of License STATE OF FLORIDA COUNTY OF The foregoing i' ent was acknowledged before me this day f who is erson own200 , by ,5 ,, C I m S+YD n c, Y to me or o who'has produce as identification and who di (did not) take an oath. Roe ate of Florida g DD727755 lgna ure` pia 11 Ut,, L. Omar Print or type name Notary Public - State of F I O r l cl o- Commission No. P D 7 Z1165 My Commission Expires: Dec. t 9. zou Rev. 3/27/07) IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001108) I OP ID CACORDCERTIFICATEOFLIABILITYINSURANCEARMST-1 DATE (MM/DD/YYYY) 10 31 07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Insurance By Ken Brown, Inc. PO Box 948117 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-8117 Phone:321-397-3870 Fax:321-397-3888 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Old Dominion Insurance Cc 40231 INSURER B: Armstrong Aluminum, Inc. Mr. James Armstrong INSURER C: INSURER D: 2227 Mercator Drive Orlando FL 32807 INSURER E: CnVFRAnFA THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATEYMM DD/YYEFFECTIVE POLICYDATE MMPIRATIO/DD/YY N LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE X OCCUR MPG49649 11/15/07 11/15/08 EACH OCCURRENCE 1,00,000_ R PREMISES (Eaoccurence) 500,006 MED EXP (Any one person) 10,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY 7 PROJECT 7 LOC PRODUCTS - COMP/OP AGG 1,000,000 A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS B1G49649 11/15/07 11/15/08 COMBINED SINGLE LIMIT Ea accident) 1,000,000 BODILY INJURY Per person) X X BODILY INJURY Per accident) X PROPERTY DAMAGE Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG A EXCESS/UMBRELLA LIABILITY X OCCUR F—ICLAIMSMADE HDEDUCTIBLEXRETENTION $10, 000 CUG49649 11/15/07 11/15/08 EACH OCCURRENCE 1,000,000 AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below TORY LIMITS ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT 1 $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SANFORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN City of Sanford NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Building Dept. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR 300 N Park Avenue Sanford FL 32771 REPRESENTATIVES. arnRn 7s i7nni/nsti © ACORD CORPORATION 1988 rage 1 of ISeminoleCountyPropertyAppraiser (jet intormation by Parcel Number 01 _/7' SHIRE 1 TPACT Alot avto JosmSON. CrA, AAA PROPERTY APPRAISER W 3[MINOLE COUNTY f:L. 1 e i , O 1 101 E. FIRST ST WOsANForxO,cL3277t•1a69 407-665-7506 BELGIAN WAY >- TRACT E z 2008 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 18-20-31-505-0000-0440 Depreciated Bldg Value: $229,653 Owner: PENA LYDIA Depreciated EXFT Value: $0 Mailing Address: 265 CYLDESDALE CIR Land Value (Market): $43,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 265 CYLDESDALE CIR Just/Market Value: $272,653 Subdivision Name: BAKERS CROSSING PH 1 Assessed Value (SOH): $200,386 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00-HOMESTEAD (2005) Taxable Value: $175,386 Dor: 01-SINGLE FAMILY Tax Estimator Tax Reform Calculator 2007 VALUE SUMMARY SALES Tax Amount(without SOH): $4,642 Deed Date Book Page Amount Vac/Imp Qualified 2007 Tax Bill -Amount: $3,181 WARRANTY DEED 01/2003 04703 0848 $195,700 Improved Yes Save Our Homes (SOH) $1,461 Savings: WARRANTY DEED 04/2002 04381 1.621 $110,500 Vacant No 2007 Taxable Value: $170,499 Find Comparable_ Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTIONLAND Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 44 BAKERS CROSSING PH 1 PB 60 LOT 0 0 1.000 43,000.00 $43.000 PGS 27 - 29 BUILDING INFORMATION Bld Year Base Gross Living Ext Wall Bid Value Est Cost Bid Type Fixtures SF New Num Bit SF SF 1 SINGLE 2003 10 1,703 3,287 2,862 CB/STUCCO $229,653 $235,542 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 26 Appendage / Sgft GARAGE FINISHED / 399 Appendage I Sqft UPPER STORY FINISHED / 1159 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you re ently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole county_title'?PARCEL=1820315050000044... 12/20/2007 I loll III UI 1111111 oil 61181,11 all 1111l 81QH111 I loll THIS INSTRUMENT PARED BY: Address ---! S EGG GC1eS State of Florida - —-w..- ' ,' -, MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMINOLE CUUNTY 89 06910 PA 00251 (1pq) CLERK' S # 2008005959 RECORDED 01/16/408 11112110 AM RECORDIN8 FEES 10.00 - RECORDED BY L McKinley Permit Number or`; -to —CjParceliDNumber(PID) .lF"o2O -31 -Sbs—'(0000 -0vi)' 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. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) GENERAL DESCRIPTION OF IMPROVEMENT O 19 OWNER INFORMATION Name and address: CONTRACTOR n Name and address: Il i eiv,4 Aluminum, W. : W Mero- Dr RTt'FtEt)_ COPS Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: of In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713. 13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless'a different date is specified. WARNING TO OWNER: ANY PAYMENTS .MADE `BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHE. JOB SITE BEFORE THE FIRST INSPECTION. IFYOUINTENDTOOBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR 'NOTICE 'OF COMMENCEMENT. STATE OF FLOR COUNTY OF SEMINOLE r OWNS SIGNATURE OWNERS PRINTED NAME NOT Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged' before me this !5 day of r-'g Who is personally known to me Name of p rson making statement / OR whci' has produced identification &/LvujJ type of identification produced VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BEAST OF MY K DGE AND BELIEF. T URE OY NATURAL PERSON SIGNING ABOVE ELLMAN III. j I estaie ` eb 09! 2009 lo. 00392861 edthru Ashton Agenc i800 8 Notary Signal, ire Permit #: Project Name: 08-607 I Screen Enclosure 265 Clydesdale Cir Plans Reviewed By: Richard Denman 01/14/2008 407.330.5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may found in the Public Records of this County and there may be additional Permits required from other Governmental entities such as Water Management Districts, State Agencies or Federal Agencies. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. r'r'"L 3 v5 }Rays `' ' y `°`• PERMIT # DATE: '- 0 9 k • 7 r i l%t PLAT OF SURVEIL DESCRIPTION: A ( S FURNISHED) LOT 44, BAKERS CRQSSING, PHASE 1 I S RECORDED IN PLAT BOi OK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA i NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). OFFICE 1' 30' GRAPHIC SCALE mte 0 15 30 NOT PLATTED PER THIS PLAT POINT ON PLAT BOUNDARY, UJ U z W m,. N, M O0 zr 03 z_ 4 w F2 zU BELGIAN PI WAY LOT 45 'Tj d O O Lo O N I i l I I Yz 10 P D CERTIFIED U MI I tl' 60 EXCLUSIVEUSEEjj DRH TITLE GOMPJMF FLORIDA. INC 1 FIDELITY NATIONAL TITLE INSURANCE CO.OF PEN19YLVANIA LYDIA PENA CH MORTGAGE COMPANY, I, LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE LEGEND BEENFIELDVERIFIEDANDANYINCONSISTENCIES HAVE BEEN NOTED ON, THE BUILDING SETBACK LINE SURVEY, IF ANY. CENTERLINE 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY LINE SET/ FOUND ON 12-16-02, UNLESS OTHERWISE EXISTING ELEVATION SHOWN. CONCRETE 3 THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS , LAND SURVEYOR WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PCP PERMANENT REFERENCE MONUMENT PERMANENT CONTROL POINT AFFECT THE TITLE OR USE OF THE LAND. P) PER PLAT E M) MEASURED FND1/ 2"IRON ROD AND CAP LB 16393 (12/16/02) FND NAIL AND DISC LB # 4671 (12/16/02)1 FND 5//8' IRON R D AND CAP Q LB 14671 {12/16%2) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C- B. DENOTES CHORD BEARING - PC DENOTES POINT OF CURVATURE Pl DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PTDENOTES POINT OF TANGENCY OjMI-1-5-31/2"5-31/2"' m m. 2x3 HGlrt xul X( TYP) 1x2) O.B. 4'-11 1/2" We 7-5 1/2" 24'-U' LEFT ELEVATION SCALE 1:96 OFMCE PLANS REVIEWED 3"x0.024" Elite Roof Panels 4 4H CITY OF SANFORDmIle 2x8 S.M. . o a Carry Bea n 2x3 H F PERMIT # 13'- ' P) DATE: ! 3x3x0.092) - - - m m m m O ` d ui ui ui M vi 2x3 H vi vi O X 2x3 H x 0 ry o x Girt X - x PUrlin " N `' (TYP) N TYP) 0 1x2) O.B. ao 7-51/2'. T-51/2" T-51/2" tV $m $m om $m 24, 0 _ ov X RIGHT ELEVATIONYY zx3 H m SCALE 1:96 40'-0" - PLAN SCALE 1:96 2x3 H Cable Girt jCab(TP) Cable Cab eui2x3H vi G-yirt M N fV TYP) fV xN fV m 4m 1x2) O.B. FRONT ELEVATION SCALE 1:96 4 - #10 SMS. INTO SCREW SLOTS EA. PURLIN 3' 2X3X050 2X3X050 BOX BM. - - URLIN C NNECTI N' INTERIOR FASTENING 4 - #10 X 1 1/2' SMS. INTO SCREW SLOTS EA. SIDE 2• 1 1/2' X 2 1/8' X .062' 6) - #10 X 3/4' SMS. (3 EA. SIDE) RECEIVING CHANNEL W/ 6 - #10 SMS. INTO BEAM & 3 - #10 SMS. 2' X 2' X .062' INTO BOTH SIDES OF 2X3 RECEIVING CHANNEL W/ 6 - #10 X 3/4' SMS. TO SIDE OF COLUMN ff 3' 1- 2' BOX BM COL: ALT. PURLIN C NNECTI N ALT. C 2' X 2' X 1/8' CLIP LAP BEAM FLAT ANGLE* FASCIAAw8LB OR SLOPED 4 ORM i / 3/8' X 2 1/2' LONG LAG I/ ANCHOR THRU CLIP & 1X2 INTO EXT• FASCIA AND @ C.C. ELSEWHERE DITIONAL #5 REQD. FOR MIN. 2' BEAMS OR LARGER W/ (3) - #6 TO BEAM 1 & (1) - #7 TO FASCIA. BEAM C NNECTI N AT FASCIA ALL EXISTING FASCIA TO BE A MIN. OF 2' THICK AND MUST BE SECURED TO EACH TRUSS OR RAFTER END W/ A MINIMUM OF ONE 1/4' X 3 1/2' LAG SCREW PER TRUSS OR RAFTER END. 2' X 2' X 1/8' CLIP LAP BEAM FLAT ANGLE EA. SIDE W/ (2)- OR SLOPED 4 OR (4) -#6 TO BEAM IX2 I EXIST. TIE BEAM OR CONC. / 1/4' X 2 it . BLOCK ANCHOR T INTD,EXT.gI '% 2 - EA. 2A2 AT ADDITIONAL #5 REQD. 8LB BEAM$..<..-ta-.:LARGE W/ (3) - :12%:BEA 0)-:# sob 2' LG. SCREWS REQUIRED O CLIP ANGLES PER SHEET C 1X2 PLAT x O EXIST. O.H. & 2' FASCIA 2-#4OR 3 - #1 EA. CLIP TO COL. 2' X 2' X 1/8'_ ANGLE EA. SIDE BRACE INSTALLED AT L`OL. OUTSIDE FACE, USE 5' X 8' X 0.064' MIN. PLATE W/ <12)- #2'S INSIDEI USE 0.064' MIN ANGLE 1' X 3' X 8' LG. W/ (12)- #2'S HAIR RAIL L) K' BRACE INSTALLED W/ k,0/0 5' X 5' X 0.064' MIN. PLATE OUTSIDE W/ (9)- li.•,1;;: # 2 S.M.S. PER PLATE iV TES INSIDE, USE 0.064' MIN. ANGLE V X 3' X 4' LG. 1) PROVIDE MIN 3/4' BETWEEN W/ (9)- #21S FASTENERS & MIN. 1/2' EDGE DISTANCE. 2)PROVIDE A MIN. OF TWO 'K' BRACING DETAILFASTENERSPERMEMBER s;:%'f'' 10 TEK SCREWS f:'<%;s'' MIN. SPLASH GUARD STRAP @ EA. GUTTER BRACE 1%: #,AG LSrVII C[INT• SPLASH GUARD 3)- #10 TEK SCREWS 2 X2_'X.125' X 3' LG CLIP r• t.:` 4'' ` fREA NEAi SIDE=OF`-BEAM-: NGL-E'flE- OR Tf f#S BEAM 2 - #4 OR 4 - #6 EA. CLIP CONTINUOUS ANGLE SPACER USED FOR INCLINED FASCIA O)P3TIONAL i ALUM. SUPER 4 {#1) PER CLIP 1 GUTTER - THHRU_L X 3 GUTTER ,@, GOTTER-BRACE W/ (4)- RE W S THRU-BOLTS TEK SCREWS 1-#4 ROOF BRACE TO BE 2'X3'X.070' BRACEx ANGLE 01 PICKET TO FIT ALT• ROOF BRACING @ EAVE MIN. SP A H GUARD4' T SPLASH STRAP @ EA. GUTTER BRACE GUARD COL. 3) #10 TEK SCREWS 3) #lfjs;`'%SCREWS EXIST. RAFTER OR TRUSS c%'IP ANGLE ON T ACH SIDE OF COL. 2) 1/4' LAG BOLTS @ EA. GUTTER BRACE TO FASCIA & (1) 1/4' X 3' 3 - #14 TEK SCREW/ LAG @ 24' C.C. HEX HEAD EACH CLIP ELSEWHERE AT GUTTER TO COLUMN EXIST. O.H. & 2' FASCIA 1) 3/8' THRU BOLT/ SUPER 6' LONG 7' GUTTERWASHER/NUT PER CLIP THRU GUTTER BRACE GUTTER BRACE @ EA. ALUM. COL. ALT: KNEE WALL W/ SUPER GUTTER CHAIR RAIL ANGLE W.,! CHAIR RAIL EA. FA :< JI_ I LAP BEAM OR SLOPED AT' W,l 2' MIN• F BE FLAT OR ROOF BRACE TO BE 21X31X.070' ROOF BRACE* 1-#4 CUT 4 CUTy 2'X2'X1/8' x__.._'C' .CHANNEL _ .._- 3/4' DIA WASHER EAVE MEM. :... t/ARIES i 'ice ::3:'ik:: i+'` Z GUSSETAl E INSIDE OF E W/ SCREWS SCHED. BELOW MANSARD BEAM SPLICE RFQ'O # OF #14 TFK SCREWS BEAM EA. BEAM/ EA. SIDE TOTAL BOTH SIDES 4LB-6L 6 24 7LH 8LB 8 9 32 36 9LB 10 40 lOLB 11 44 ROOF BRACE TO BE 2'X3'X.070' ROOF BRACE* 1-#4 W/ 3/4' DIA. WASHER 5LB OR 2X3XO.070 SLOPING PURLIN) 2X3X0.070 CONT. 1\ `` IX2 i•vnnon•va• i r 2X3XO.050 FLAT -J 1/8'X6' LG.--/ GUSSET PLATE EA. SIDE 10X1/2' S.M.S. FASTENED INTO PURLIN & COL. C4-EA, MEMBER) ALT. PURLIN TO,, COLUMN DETAIL, HOST STRUCTURE 2' X 3' X .070' ANCHOR TO PURLIN OR EAVE NOTE, MEMBER W/ (1) - 3/8' THRU BOLT PROVIDE MIN. 1' SEP. BETWEEN FASTENERS. MIN. BRACING MAY BE INSTALLED ON TOP V EDGE DISTANCE BETWEEN FASTENERS & OR ON THE SIDES OF PURLINS, GUSSET PLATE BEAMS, AND EAVE MEMBERS. ANCHOR TO LAP BEAMS W/ 0) - OR 2X3X0. IN) 1/4' THRU BOLT OR (2) - #14 TEK5LBSLSLOPINGPURLIN) SCREWS 3X3X0.070 CONTINUOUS ROOF BRACING (TYPICAL PLAN) 1X3 REFER TO SITE SPECIFIC PLAN NOTCH COL. 1'XOA90'X8' LG• FOR ADDITIONAL BRACING.REQUIRMENTS SITE SPECIFIC ENGINEERING FASCIA MAY BE E STRAP W/ <7)= SUPERCEDES THIS GENERAL GUIDE 10 TEK SCREWSBYLAGGINGNEW1' 2' X 2' X 1/8' ANGLE i`b OLD W/2 - 1/4' X3 EA. SIDE W/ 2 -#7 TO _ - 3/8' THRU FASTENING SCHEDULE LAGS/TRUSS OR RAFTER. FASCIA & (6) - #6 2X3X0.050 FLAT BOLT OR #1 - #14 TEK SCREW/HEX HEADiUB-FASCIA BEHIND 1 TO PURLIN 3 - #6 EA SIDE IA IS ALSO ACCEPTABLE #Z - #10 S.M.S./HEX HEAD 2' X 2' X 1/8'.:-. COL' - # 3 1/4' X -2 1/2' TAPC N--ANCHOR ANGLE W/3 - #1 #4 - 3/8' B LTS/WASHER/NUT EA. .FACE--. FACE---_-___. - .. j #-_ SLIP--ANGtE,;125"'-MIN- THTCKNE; 3X3Xo070 PURLIN T' #6 - #12 X 1'LG. S.M.S/HEX HEAD COLUMN #7 - 1/4' X 2 1/2' LAG 9 - #10 X 1 1/2' S.M.S./HEX HD. DETAIL - ----.. OPTIONAL X3X0.070 — n IX3 UI F- odd b DATEI -` 10/01/07 o — W M to mALT.W/0'. - _. _ C/) o 7 ti n 1 @: K _ SCALE- N T S. . U N i6--C.0 .:_. _ OPTIONAL . b AL T; EAVE .ME- MBER 1x2 SHEETS A- W U > > - Lo o 't M AMENDMENS, 120 MPH TRIPLE FLANGE Ln ALT, W/O Z w (!) z a v SNAP #2 @ Q z W E"1 Z w n o a sa MBER? C = C.T. "TARNOWSKI,. P.E;:: W a 3: L- - cioiirnioe. ruMNPri -FlA-IIC- 0050662 0- ALL C'ALCULATI NS BASED ON THE F LL WING CRITERIA: 1. FOR SCREENING WITH PENINGS > 60% SPANS -ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANE USLY TO WALL & ROOF'' 2. 4, PSF ROOF + 15 PSF WALL C MBINED LOAD & 300# N N-C MBINED LOAD 3. EXPOSURE B, 120 MPH, IMPORTANCE.FACTOR = 0,77 4."tESIGN MEETS L/60 DEFLECTI N REQUIREMENTS - CHAIR RAIL SCHEDULE MAXIMUM SPAN RAIL 1 4' 1 5' 1 6' 7' 8' 202 1 7.4 1 6.6 1 6.0 5.6 5.2: 2X3XO50 11.0 9.8 9.0 8.3 7, 2X3X070 12.71 1 11.8 11.1 2X4X050 13.1 1 11.7 ill 10.7 9.9 t'' 2X5X050 19--n " 13.4 12.2 11.3 1 LUAO FAUJUR = 1/2 THE DISTANCE TO BELOW + 1/2 THE DISTANCE TO CHAIR MAXIMUM SPR1`a%i<; EA V E 4' 5' ... 6' 2X3X050 6.0 ;1•`'':;;r' 2X3X070 8 COLUMN HEIGHT 10 CO LUMN EIGHTH 12 COL N %:' `'.>:: P`A%3'...:.. COLUMN H EIGHT MAXIMUMAM SPAN MAXIMUM BEAM SPAN MAXI 1i';i'.:}: ... MAXIMUM BEAM SP. w BEAM 4' _ 5' 6' 7' 8' BEAM 4' 5 6' 7' 8' BEAM 4' fi>;::ed;?,r;'%ia".;;:;.:;',';:: f'"' 8' BEAM 4' 5' 6 T 8' w 2X5TF 28.1 23.9 20.6 17.9 15.6 2X5TF 26.2 21.8 18.3 15.4 12.7 2X5TF 24-2 f : $; i3%=': t;1' s>i'a;. 2X5TF 20.6 15.4 10.7 M 2X7TF 40.9 35.7 31.7 28.6 26.0 2X7TF 39.3 34.0 30.0 26.8. 24.0 2X7TF ,: 7 rt13 228`;:%':?1; rrf 2X7TF 34.3 29.2 24.8 21.2 18.0 2X9TF 54.1 50.5 46.5 42.5 392 2X9TF 54.1 50.1 45.0 41.0 37.7 2X9%: st,d;Z`;t;.;:.4$:;' 6 Si::i 2 2k9TF 52.4 45.8 40.8 36.6 33.2 8' COLUMN HEIGHT 10' COLUMN HEIGHT s#fE,IGHT`' 16' COLUMN HEIGHT MAXIMUM BEAM SPAN MAXIMUM BEAM SPAN MAXI4#tuti$1a11N MAXIMUM BEAM SPAN wm BEAM 4' S' 6' T 8' BEAM 4' S 6' T Aat%":at"t. i}i•:t 4' 4[%a:;?'ft 7' 8' BEAM 4' 5' 6' 7 8' i ZE 2),5TF 26.0 21.4 17.7 14.5 11.6 2X5TF 23.6 18.7 14.5 10.5 z:3 ` `s%` t :' ; f # .j 15.7" s }p 2X5TF 15.8 6.7 v 2X7TF 39.4 34.0 29.8 26.4 23.6 2X7TF 37.4 31.9 27.6 24,OA; 1~ 3;: 29.8 25.3 21.6 182 2X7TF 3Y.8 257 20:6•` 1760 10.1 2X9TF 4.1 50.3 45.1 41.0 37.6 2X9TF 54.1 48.6 43.3 39.:'>,`':;; 2X9TF'j' 3#'i$;,• 46.9 41.6 37.3 33.8 2X9TF 50.6 1 43.7 1 38.2 1 33.7 1 29.9. FOR LARGER HEIGHTS _SEE SITE7SPECIFIC ENGINEERING.- MAXIMUM COLUMN HEIGHT BEAM 1 4.9 1 4.5' 1 5.0' 1 5.6 T 6.0'- 6....'%+'f kt%:?: ;'%r'. 8.d 2X5TF 1 18.2 1 17.1 1 16.3 15.5 1 14.8 4 2X7TF 1 24.2 1 22.8 1 21.6 20.6 19.7,:;:.:i#:j?{`•8. r.%;€:.:':>;s 2X9TF 1 32.8 1 30.9 1 29.3 1 27.9 1 26.7`'.:?::'3`:4:>; COLUMN HEIGHTS BASED ON A 47' FOR LONGER SPANS SEE SITE SPE NOTEi THIS TABLE APPLIES TO JR; WALLS FOR HORIZONTAU-:: BEFA f MARK TY E- THICKNESS d t t2 2X5TF LAP BEA "%' 2.00 4.00 135 055 2X7TF LAP BEAM 500 153 060 2X9TF LAP BEAM 6.00 196 082 WITH FLAT ROOF UP TO 16' COLUMN HEIGHT MAXIMUM BEAM SPAN BEAM 4' 5' 6' 7 8' 2X5TF 28.5 26.0 23.7 22.0 20.5 2X7TF 38.5 35.7 33.4 30.9 28.9 2X9TF 51.1 47.5 44.7 42.4 40.6 SBPEAACM LENGTH FOR LARGER HEIGHTS SEE SITE. SPECIFIC ENGINEERING. TABLE APPLIES TO FLAT, DOME, AND GABLE SHAPED ROOFS. BEAM LENGTHS SHOWN IN SCHEDULE REFLECT 'CLEAR SPANS' WHEN USED IN CONSTRUCTION WITH DIAGONAL BRACE/KNEE BRACE IN TRANSOME RISER WALLS, REFER TO 'TRANSOME RISER WALL' DETAILS. BEAM SCREW SIZE OF SCRF-i EA. ANq, 8LB, 9LB, IOLB 14 6LH, 7LB 12 4LB, SLB 12 2X3 10 A CARRY BEAM SCHEDULE FLIN SCREEN FOR SCREENING WITH OPENINGS > 60% SPANS ARE BA4*11}3 #N I FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANE US121.,i ; r W 10 PSF LIVE LOAD) EXPOSURE B IMP RTANCE DESIGN MEETS L/60 DEFLECTI,G3#'}ytIJIRE' BEAM LOAD zt- z z JLi 0 U w w2w BEAM LOAD FACTOR THE SUN OF 1/2 THE SPAN t3bbESTST MEMIifi1 FiED TO EACH SIDE OF THE CARRY BEAM. dr's SPACING BEAM LENGTH COLUMN BEAMLENGTH EN ROOF ANGLE MIN, LEI' r BE_ 2 LESS TH BEAM.:. DEPTH---: r GP MAXIMUM BEAM SPAN BEAM 1 4' 1 5 6 7' 8 9' 10' 14'±' i%:'J 13 20' 22' 24' 2X5TF 21.0 19.5 18:4 17.4 16.4 15.5 1 ;>: z::;#%%?. Y:;; 10.4 9.9 9.5 2X5TFDB 26.5 24.6 23.1 22.0 21.0 20.2 1: iT3s j': l:j tK:;'.",;' 7;9<:A% f'i`:-?•. 14.7 14.0 13.4 2X7TF 28.3 26.3 24.7 23.1 21.6 20.3 193:<':T?;+:<s1' t::';::14<¢lf 13.6 13.0 12.4 2X7TFD6 35.7 33.1 31.2 29.6 28.3 2'ti, 26.3 ' i4:?:; 31 21.5"' 3''3 19.3 18.4 17.6 2X9TF 37.7 35.0 32.9 31.1 29.1 t;'26.0 23,'`3 iZ;{t':':. 20.5 19:4 18.4 17.5 16.8 2X9TFDB 47.5 44.1 41.5 39.4 37.7'` t3E '%i' Q 32:Ji'++?± 9.1 27.4 26.0 24.8 23.7 TE, 0' MAX END BAYS JRLIN SPANS ONLY) COL. ¢ f 0 202 OR p d M 2X3 CHAIR RAIL U 1 2 13 4X3. i. f 2 X 2 X1/8 ANGLE f f fr % ff ffr rr EA, SIDE (SEE SCHEDULE F R, SCREW REQUIREMENTS) K ALL CALCULATIONS BASED ON 600'S T5 .: ALUMINUM "A"LL Y i,+':iir....;si:::*Y/.G.f:,! CARRY - BEAM C NN. DETAIL ww1/3 STRESS REDUCTI N NOT USED 'CALCULATI N`S f' N.T.S. KLINEAR INTERP LATI N IN BETWEEN C LUMN SPACING IS ALL WED f'r SCREEN FABRIC DETAIL SKEET; ,PER F,B',C, 2004 EDITI N, W/ 2006 =AMMENDMENTS., EXPOSURE "B", 120.- MPH TRIPLEFLANGE z J 0- LJ A_ ELEVATI N ALUM. KICKPLATE OPTIONAL. USE 202 TOP ATTACH KICKPLATE W/ 1-#2 @ 24' O/C (TYP, n _ w ^ o bib DFiTE 10/01/07 m - m cv m eg 0 1- .-ram:. .;::__ .n_ r. `. _ o.. Vi (U _ bSCALE , N.T S, _. . 7 U 1< 7z1 U.a CU SHEET, B to ZC3 .LO r 23 [5 4 L o z w cr) W x, C.T. TARNOWSKI, P,E. W.. a.. ¢ C3 . I¢, STRUCTURAL ENGINEER - FiA UC. 0050662 n,'1 A _ LL .CIALCULATI NS BASED ON THE FILL WING CRITERIA: 1 FOR SCREENING WITH PENINGS > 60% SPANS- ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF 4 PSF ROOF + 15 PSF WALL C MBINED LOAD & 300# N N-C MBINED LOAD 3, EXPOSURE B, IMPORTANCE FACTOR = 0,.77 4., DESIGN-MEETSL/60-DEFLECTION REQUIREMENTS - BEAM PR PERTIES MARK (TYPE) SIZE THICKN.SS'^... b d I t i F 4LB-L LAP BEAM 2 4 1 .10 5LB-L LAP BEAM 2 5 116 05Uz2tS: 6LB-L LAP BEAM 2 6 7LB-L LAP BEAM 2 7 055 BLB=L LAP BE 2 8 ;::'t 4 0Z2 9LB-L LAP BEAM IQLB-L LAP BEAM SCREEN MANSARD ROOFBEAMSCHEDULESWITHMS CHAIR RAIL SCHEDULE FACTOR RAIL LENGTH 2.082 'gisLOAD FACTOR = 1/2 THE DISTANCE TO CHAIR RAIL OR GROUND 2 IO BELOW + 112 THE DISTANCE TO CHAIR RAIL OR EAVE ABOVE f W/ W COLUMN HEIGHT W/ 1O' COLUMN HEIGHT Wl12' COLUMN HEIGHT 4 #;: O' U MQHT MAXIMUM BEAM SPAN MAXIMUM BEAM SPAN MAXIMUM BEAM SPAN BEAtit%;:a3yzr"> BEAM 4' 5' 6' 7' B' BEAM 4' S 6' 1 T 8' BEAM 4' 5' 6' T 8 :,•.'>' tL1 4•:;?:%>S}':. 4LB-L 18.1 14.3 11.1 7.9 4LB-L 15.7 11.4 1 6.7 4LB-L 132 7.6 r 1f #3 L a,• is%;?'%? Q 5LB-L 25.9 21.8 18.6 15.9 13.5 5LB-L 23.9 19.6 1 16.2 13.1 10.2 5LB-L 22.0 17A 13.6 9.7. ifX:;j?i y.3. z 6LB-L 31.4 26.9 23.5 20.7 18.3 6LB-L 29.6 25.0 21.4 16,4 15.8 6LB-L 27.9 23.1 19.3 1fy .:,. 13:I;y, s j}: 4u}' "` 1'y j 4 9.5w... 7LB-L 36.5 31.7 27.9 25.0 22.5 7LB-L 34.9 29.9 26.1 23.0 20.4 7LB-L 33.3 282 24.3 1:%t;%;•. J8.1 " 3}B;i 3p.1 p" 20.5 16.7 12.3 2 BLB-L 50.1 46.7 42.8 39.0 35.9 BLB-L 50.1 46.1 41.3 375 34.3 - 8LB-L 50.1 44.6 39.8 d311:: 7 8L&L f.: i ::. r it 36.8 32.9 29.6 n> 9LB L 58.9 54:9 51.8 49.1 45.4 9LB-L 58.9 54.9 51.8 47.6 1 44.0 9LB-L 1 58.9 1 54.9 59,7 4E";?':'I41'34 9LB I :;-08 9.:?%' 47.8 43.4 39.8 10LB-LI 60.0 1 60.0 1 59.4 1 56.5 1 54:2 1OL84 60.0 60.0 59.4 1 56.5 1 53.1 10LB-LI 60.0 1 60.0 1OLEIZ :}:;.?60.0 58.5 53.4- 49.2 W/ W COLUMN HEIGHT W/ IO' COLUMN HEIGHT W/12 CO... J W/ 16 COLUMN HEIGHT MAXIMUM BEAM SPAN MAXIMUM BEAM SPAN MA(y1 UM is ts' MAXIMUM BEAM SPAN BEAM 4' 5' 6' T 8' BE AM 4' S 6' T 8 BEAM r: 4:..<...:.,Fs,: sr: j:>s;,.7 r. z.f ii:llil 4' 5' 6' T 8' 4LB-L 15.0 10.2 4LB-L 11.3 4LB-L mot;<}1;'` y.::;:,'.`; r. ;;r;:, r.: L Q 5LB-L 23.6 19.1 15.4 12.0 8.1 5LB-L 21.1 16.1 11.6 52 5LB-L 18.4`5LB-L 12.2 6LB-- 29.5 24.7 20.9 17.8 14.9 6LB-L 27.2 22.2 18.1 14.4 10.3 6LB-L 25.0 f9i` ij'r:}k'"T+l• y' 6LB-L 20.3 13.6 Q 7LB-L 34.8 29.7 25.8 22.5 19.7 7LB-L 32.8 27.5 23.3 19.8 16.7 T 4; $•... 25 3 3 i $;:.::' T1t; 12.5 7LB4- 26.7 20.5 14.8 6.0 2 8LB-L 50.1 46.3 41.3 37.4 34.2 8LB-L 50.1 44.5 39.5 35.5 32.?:.`.`: rti?' :% 2.7 37=3 :: Fx:'f 30.2 8LB-L 45.7 39.3 34.0 29.7 26:0 91B-L 58.9 1 54.9 1 51.6 1 47. 1 44.0 9LB-L I 58.9 54.9 506 46.0 42; `r I 1: 49.0' i'.:;''$ 40.5 9LB-L 58.9 51.5 45.8 41:0' 37A 10LB- 60.0 60.0 59A 56.5 53.3 10LB-L 60.0 60.0 59 56.0 73."•. a < =" 6€i . ''"s; F' ;. 59.4 54.4 50.1 10LB 60.0 60.0 56.7 51 A 47:0 IAlfLL AFFULS I MANSARD, HALF MANSARD, AND A -FRAME FOR LARGER HEIGHTS SEE SITE SPECIFIC ENGINEERING. MAXIMUM COLUMN HEIGHT BEAM 4.9 4.5 5.a 5.6 6.0' 6.5' 7.0' 4LB-L 13.9 13.1 12.4 11.8 11.3 10.9 10. 5LB-L 17.2 16.2 15.3 14.6 14.0 13.5 13.0 6LB-L 19.6 18.5 17.6 16.7 16.0 15.4 14.8 1fi4'.?'h 3r;% 7LB-L 22.0 20.7 19.7 18.8 18.0 17., :; l 6::; 16. 8LB-L 30.3 28.9 27.4 26.1 25.03„224 9LB-L 36.0 34:1 33.2 31.1 30.3 ,'; x :;;.'. k%};'a1T1 26'+lu 10LB-L 41.5 39.9 38.5 37.0 35,¢''::;:3ai9`%`''•s':; 1.7 COLUMN HEIGHTS BASED ON A Afdf`PAN FOR LONGER SPANS SEE SITE SF81MGjjRiStFx rr NOTE THIS TABLE APPLIES TO $t I%1 A 2t$ 1 }. ,mow WALLS FOR HORIZONTAL WIND I f#A,# d'#r IfiE 1iIGN. AM,SCHEDULES I FLAT ROOFf ` UP TO 16' COLUMN HEIGHT MAXIMUM BEAM SPAN 1 EAM 4' 6 6' T 8' 4LB L 20.4 18.9 17.3 16.0 14.9 5LB-L 27.3 24.4 22.3 20.6 6LB-L 31.8 28.9 26.4 24. 22.873 7LB-L 36.2 33.3 30.4 28. 8LB-L 47.1 43.7 41.2 39.1 37.3 9LB-L 55.9 51.9 48.8 46.4 44.4 10LB-L 60.0 59.9 56.4 53.5 51.2 SPAC NG LENGTH FOR LARGER HEIGHTS SEE SITE SPECIFIC ENGINEERING. TABLE APPLIES TO FLAT, DOME, AND GABLE .SHAPED ROOFS. F%''r:•• s%s3':';:• IBEAM LENGTHS SHOWN IN SCHEDULE REFLECT 'CLEAR SPANS' F d F' WHEN USED IN CONSTRUCTION WITH DIAGONAL-.BRACE/KNEE BRACE TRANSOMEr<%% •c..r<..•e•:''<"' f{:F'F.:iy`•`::{',:';'4:i`r::f:iir.•i.. i::rr:i::rFFjl IN TRANSOME RISER WALLS. REFER TO RISER WALL' Yff DETAILS. CARR.; '•,- IDLE FOR SCREEN ROOFS FJ i` ;FSCREER.K. { I I 'bS > 60% SPANS -ARE BASED ON LOADS FROM rF" f11BLE 2f. S ARE APPLIED SIMULTANEOUSLY TO WALL & ROOF 10 PSF LIVE LOAD) RE B IMPORTANCE FACTOR = 0,77 k` % `'% "• TIF`'`f: :%'•MFFTS I /E,0 TIFFLFCTI N RFQHTRFMFNTC MAXIMUM BEAM SPAN 5. 5 T 8' 9' 10-- 12' .1 14' 16 18 20-r 151. 14.2 73,5 12.7 12.0 11 3'` 10:4-_9.6_ 9..0 - 8:4 18.7 17.6- 16.6 15.5 14.6 13.9 12J 11.7 11.0 10.3 9.8:-': 21.7 20.4 18.9 17.7 16.6 15.8 14.4 13.3 12.5 11.8 11.1 7LB-L 6.7 24.8 22.7 21.0 19.7 18.5 17.6 16.0 14.8 13.9 13.1 12.4 8LB-L 34.7 32.2 30.3 28.8 27.3 25.7 24.4 22.3 20.6 19.3 18.2 17.2 9LB-L 1 41.2 1 38.2 1 36.0 1 34.2 1 32.7 1 31.0 1 29.4 26.8 24.9 23.2 1 21.9 20.8 1OLB-L 47.5 44.1 41.5 39.4 37.T 36.2 34.3 31.3 29.0 27.1 1 25.6 24.3,fi COLUMNSPACING BEAMLENGTH SPACING LENGTH MAXIMUM SPAN RAIL 4' 5' 6' 7' 8' 202 6.6 6.0 5.6 5.2 2X3XO50 11.0 '=: 9.8 9.0 8.3 7.8 2 X 3 X0 7 0 11.8 11.1 10.6 10.1 2X4XO50 13.1 11.7 10.7 9.9 9,3 SXO50 I5.0 13.4 12.2 11.3 10.6 CARRY BEAM SCHEDULE (FOR TABLE GI\(ES MAX. $EAM SPAN FOR GIVEN BEAM LOADS FOR ALUMINUM ROOFS _•. 3MIN,,UM ROOFS) 1JSURE B a ao SP j U la 16 6.5 6.8 6.3 z c 7.7 7:2 wz e.s aD w3 ¢ 14.0'. 12:8 1.9 11.1 ww 107 IA1 14.3 IR7 - 13.4 1SA m If .yf S LID ALUMINUM ROOFS TH".; 0fi EEN WALLS) MAX, ZJOLUMN HEIGHT FOR GIVEN SPACING ROOF. 15 PSF WALL EXPOSURE B rMAXIMUM COLUMN HEIGHT BEAM 4 01 >, s15 5.9 5.6 6.0' 6.5' 7.0' 7.5' 8.0' A1.B-L 11.9 ' rr 11.2 10.7 10.2 9.7 9.3 9.0 8.7 8.4 g;? Si %• 45.3 14.4 13.6 13.0 12.4 12.0 11.5 11.1 10.8 z':fi3>c:'•% i?:" .9 16.9 16.0 15:3 14.6 14.0 13.5 13.4 12.8 r. • • ;%;,;; 20.5 19.3 18.3 17.5 16.7 16.1 15.6 15.0 14.4 8L 29.0 27.3 25.9 24.7 23.6 22.7 21.9 21.1 20.5 9LB-L 35.3 33.3 31.6 30.1 28.8 27.7 26.7 25.8 25.0 10LB-L 41.5 39.2 37.2 35.4 33.9 32.6 31.4 30.3 29.4 Pr7N WAI I Q 1.//,znl TTI Al 11MTMIIM Pmr-n z. tVESyy..;. 1MN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD . rf C LC# y rEI B - LOADING = 33 PSF AREA = 1.08 K = 1.5 I = 1.52 a . COL s. i ':::.<<;,, 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21.7' s'41..'' :}> 16.1 15.1 14.2 13.5 12.9 12.3 11.8 11,4 11.0 10.7 10.3 10.1 9.8 9.5 r•?%" 19.1 z{. %? 35.6 14.4 13.5 12.7 12.1 11.5 11.0 10.6 10.2 9.8 1 ' 't 14.2 13,2 12.3 11.6 11.0 10.5 10,1 9.7 9.3 9,0 8.7 8.4 8.2 8.0 7.8 r fi 14, 13.2 12.2 11.4 10.7 102 9.7 9.3 8.9 8.6 8.3 8:1 7.8 7.6 7.4 7.2 8 13.5 12.3 11.4 10.7 10.1 9.5 9.1 8.7 8.4 8.1 7.8 7.5 7.3 7.1 6.9 6.7 j' 9 a• 1IY%F. 121 11.0 10.2 9.5 9A 8.5 8.1 7.8 7.5 7.2 7.0 6.7 6.5 6.4 6.2 6.0 9 11.5 10.5 9.7 9.1 8.6 8.1 7.8 7.4 7.1 6.9 6.6 6.4 6.2 6.1 5.9 5.7 10- 11.0 10.1 9.3 8.7 A. 7.8 7.4 7.1 6.8 6.6 11.4 10.2 9.3 8.6 8.1 7. 7. 6.9 6.6 0; 6.1 5.9 SJ 5.5 5.4 5.2 5.1 10.7 9S 8.7 8.1 7.5 7.1 6.7 6.4 6.2 5.9 15.7 5,5 5,3 5.2 5.0 4.9 4.8 0. 9.0 8.2 7.6 7.1 6.7 6.4 : 6.1 5.E 5,6 5.4 5,2 5.0 4,9 4J 4.6 4.5 20 9.5 8.5 7.8 SPACIG HOLM s J U COLUMN SCHEDULE FOR OPEN WALLS W/SOLID ALUMINUM ROOFS) TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD COLUMN TYPE, 4X4X.093 LOADING = 33 PSF AREA = 1.45 K = 1.5 I = 3.70 C30 wL, COL. SPACING 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 4 33.2 29.7 27.1 25.1 23.5 22.1 21.0 20.0 19.2 18.4 17.8 17.1 16.6 16.1 15.7 15.2 14.9 5 29.7 26.6 24.3 22.5 21.0 19.8 18.8 17.9 17.1 16.5 15.9 15.3 14.9 14.4 14.0 13.6 13.3 6 27.1 24.3 22.1 20.5 19.2 18.1 17A 16.4 15.7 15.0 14.5 14.0 13.6 13.2 12.8 12.4 12.1 7 25.1 22.5 20.5 19.0 17.8 16.7 15.9 15a1 14.5 13.9 13.4 13.0 12.6 12.2 11.8 11.5 11,2 8 23.5 21.0 19.2 17.8 16.6 15.7 14.9 14,2 13.6 13.0 12.6 12.1 11.7 11.4 11.1 10.8 10.5 9 22.1 1%8 18.1 16.7 15.7 me 14.o 13.4 12.8 12.3 11.8 11.4 11.1 10.7 10.4 10.2 9.9 10 21.0 18.8 17A 15.9 14.9 14.0 13.3 12.7 12.1 11.7 11.2 10.8 10.5 10.2 1 9.9 9.6 9.4 11 20.0 17.9 16.4 15.1 14.2 13.4 12.7 12.1 11.6 11.1 10.7 10.3 10.0 9.7 9.4 9.2 9.0 2 19.2 17.1 ISA 14.5 13.6---12.8 12.1 - 11.6 11,1 10.6 10.2 9.9 9.6 9.3- 9:0- 8.8 - 8,6- 14 17.8 15.9 14.5 13.4 12.6 2 i0.7 10.2 9.8 9.5 9.2 8.9 8A 8.4 8.1 7.9 16 16.6 14.9 13.6 12.6 11.7 11.1 10.5 10.0 9,6 9.2 8.9 8.6 8.3 8.1 7.8 7.6 7.4 18 15.7, 14.0 12.8 11.8 11.1 4 9.99.4 9.0 8.7 8.4 8.1 7.8 7.6 7.4 7.2 7.0 20 14.9 . 13.3 121 11.2 10.5 9.9 9.4 9.0 8.6 8.2 7.9 7.7 7.4 7.2 7.0 6.8 6.6 BEAM LOAD FACTOR = rOTHESUMOF1/2 THE SPAN OF THE LONGEST MEMBER ATTACHED TO EACH SIDE OF THE CAR6IY,#BAMj:fi{ r rr fifir fi r KALL CALCULATION'S BASED ON 6005-T5/6061-T6 ALUMINUM ALL Y wwl/3 STRESS REDUCTION NOT USED IN CALCULATIONS KLINEAR INTERPOLATION BETWEEN COLUMN SPACING IS ALLOWED r "" SCREEN FABIRIC DETAIL SHEET: PER F,B,C. 2004 EDITION W/2006 AMENDM ENTS.0 EXPDStJRE. "B", 120 MPH LEGACY w M n4 NDATE, 08/07/.07 DCT, i g A o 7 U J Nh Cll SHEET O W o,> U + B ZZ z v D) y C C.,T. P.E. F'".. W; w a oz'- 13NOWSKI, STRUCTURAL- ENGINEER - FIA UC. 0050662 a o 0 040040' 0 044' 55'- RjTYP. TYP. N TYR. m N 7YP. 4 1X2 1X3 202 tp # 10X.075' S.M.S. 24' O/C MAX. IIi T V@TOP8BOTTOM2X5TF, 2X7TF 2X9TF GUTTER o,' 075 in n 1' SPLASH GUARD BEAM TYPE t< to 2X5TF 135 O55 2X7TF I 153 160 2X9TF 082 L. N In 55' E- GUTTER SEE COLUMN ANCHORING DETAIL IX3 PAVERS OR TILES 0 in vi 5. 5' SPLASH GUARD STRAP 062' TYP. c o. o N r'55' 050' m Jri 7V2. 0' 2.0' H- CHANNEL FACIA 2X3XO.050 2X3XO.070 r- EXPOSE FOR COLUMNS 5' o OR GREATER INSTALS%%z:F:_f;:r:;'i+:o::+ o ADDITIONAL 2'X2'X2'XT2$,'.'.t'r'',,:;, 5.094' N ANGLE EA. SIDE OF OF COL. W/,,;3,)?::1.2 In S.M.S. TO M o + cv o 2 1/2 cu co SIC LCi1sti' Ii# TO Z- GUTTER BRACE r%y ti m a0 4 64' CO w ET16r wTYP. ooc omvi78' 123' .no, TYP• I- TYP. ( L CA) v TYP. i ryI„* i i 2 X 2 C 2X2 _ 3: C 2X3 4X4 2X5 -, 3X2 SUPER w GU: EF 2'X2' X2' LONG X 1/8' ANGLE EA. SIDE OF COL. W/ (4) # 11 X ' 1 LG. S.M. S. TO COL, & (1)- 3/8' X 2 1/2' 2 LG. EXP. BOLT (WEDGE ANCHOR) BOLT (MIN.) COLUMN ANCH RING DETAIL 4)- #10 S.M.S. TO COL. (TYP) l) 3/ 8' X 2 1/2' LG. EXPANSION CLIP ANGLECOL, BOLT (WEDGE ANCHOR) TO CONC. E 1X2 FOR (TYP,) 2 PER COL. PORT (TYP.) 1/4' TAPCON @ 24' O.C. IX2 11 1X2 ELSEWHERE OPTIONAL ff ?.`•:'. T( G 3 RAMEDGEFTOBOLT CMIN.) -. I 3' CaC RING DETAIL r FRONT ELEVATI N NOTE, ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS, x 12' X8' FTG. W/ 1 - # 5 li5fi•. 3' FROM EDGEf': Y w z++••:• +" ''' i`" i'^i'' : ;a r.':ic "'.,. y:...;' SIR TILES I "::fALL ANGLES SECURING THE COLUMN TO THE CONCRETE TO BE A MIN. 2'X2'XI. LONG. 1/ 2' DIA.'BOLTS ARE TO BE EXPANSION TYPE. (SEE ANGLE TO CONC. 12' r TO BOLT (MI f:,.:..,,..: EXPANSION BOLTS TO BE 'HILTI KWIK BOLT II' SYSTEM OR EQUAL. STRIP FTG. DETAIL W/ PAVER R TILE F'yi: f.d I/2' TAPCON MAY BE USED IN LIEU OF 1/2' EXPANSION BOLT 1Y'- TAPCONS ARE TO BE SIMPSON 'TITEN' OR EQUAL 12'X 8' 'FTG, IS MINIMUM FOOTING SIZE. REFER TO SITE SEE GENERAL NOTES 2 & 4 FOR ADDITIONAL REQUIREMENTS SPECIFIC PLANS, AND STRIP FTG. SCHED, FOR ANY r.,,;,,,,,r;_,:,,,F,,,., t•.,,f,•,i,,.,,.: ft,;;iµ.ra4 ADDITIONAL REQUIREMENTS, MIN. FOOTING SIZES SHOWN ri,:;;.;,.::> v:.+ CE N E R A L N T E '`f„ APPLY TONEWFOOTING'S ONLY: FOR EXIST. FOOTING'S SEE SITE SPECIFIC PLAN. f ryf..<, ci:.;c±.: Ffrf rl, 4' C NC. S AB ri:.<` W/ 6X66 -0/10 W.W.M c W/ 8'X8' TG. W/ 1-#5..: THIS STRUCTURE HAS BEEN DESIGNED &TESTED IN ACCORDANCEy F.B. 0 2004 EDITION INCLUDING THE 2006 AMENDMENTS,,6..'_.. G1j)V• MEE' W/ PAVER R RT E TILEEINACCORDANCE W LATEST ED. OF THE ALUM. CON rs>t;<<;:;::`:•<, s r':,.. Ir:,,•:f: FT0 THE DESIGNCRITERIAOTEASCE7-02 if,/....;ci.,.:.'f•./.::,:< ?.r. rIf SEECOLUMN ANCHOR]F#AI£ r rfr f r COL. r WIND LOAD , f,I40 M F {N fflftRE 1COLUMN SCHEDULE ( FOR. PEN;. WALLS O TABLEGIVESMAX. COLUMN HEIGHT FOR:rrt?11I:;'£{df ll UMROOFS) AD 064' N 125' o L 2X2 COLUMN TYPES 3X3X. 090 Loq#"" r:PF;`3?`:`. K = 1.5 1 = 1.52 COL. SPACING 6 7 8 9 2>`:sYf :i i::;:.:'.:fiir;i?:i,<':%Y!.x:: t`a:>:>.r.., s::.r• i5 16 17 18 19 20 4 21.3 19A 17.4 16,L 15.1 1?T% ;: 13.5 s3:<.;: 11.8 11;4"' 11.0 IOJ 10,3 10.1 9.8 9.5 5 19.1 17.1 15.6 14.4. 13.5 ; S:i f < 12.1 If: ;%:: 1'. %: 10.6 10.2 9.8 9.5 9.2 9.0 8.7 BS 6 I5. 6 14.2 1 .2 3 12: :>. i• 14 .... 0 10. '`?: 9.3 90 8.7 8.4 8.2 8.0 7.8 7 16.1 14.4 13.2 12.2 11.4 ':?: r;%l.D 9.7 ii::q?„s 86 83 811 7.8 7.6 7.4 7.2 8 15.1 13.5 12.3 11.4 10.7 1'';rf%9':.%r%:9.1 8i2'%:.' 8.1 7.8 7.5 7.3 7.1 6.9 6.7 9 14.2 12.7 11.6 10.7 101 i; S0 8.2 •' 9 7.6 7.3 7.1 6.9 6.7 6.5 6.4 10 13.5 . 12.1 11.0 9.0.,'" v, '' }` 7.8 7.5 7.2 7.0 6.7 . 6.5 6.4 6.2 6.0 11 12.9 I1.5 10.51.:%F s':!'r': 8.6 3: i.::;7.4 7.1 6.9 6.6 6.4 6.2 6.1 5.9 5.7 12 12.3 I1.0 1 ''%:: 8 '' 8.2 7:8:±:; y:i;: is ,1 6.8 6.6 6.4 6.2 6.0 5 8 5 6 5.5 14 11.4 10.2 Si ;iS.'J'°::s$ 7. 7. ` 6.6 6.3 6.1 5.9 5.7 5.5 5.4 5.2 5.1 16 10.7 9.5 , 8.1 "::[:t?•i 7.1 6.7 1y 6.2 S.9 5.7 5.5 5.3 5.2 5.0 4.9 4.8 18 L0.1 9 R?i': i:i$' 7,6i'' mix• 4 6.1 5.8 5.6 5.4 5.2 5.0 4.9 4.7 4.6 4.5 20 9.5 iS:' 3 ;v:o.7 sz'. 4J, 5.7 5.5 5.3 51 4.9 4.8 4.6 4.5 4.4 4.3 00 J U a wu- PEN WALLSW/ SOLID ALUMINUM ROOFS) E }; it#MN HEIGHT FOR GIVEN COLUMN SPACING AND BEAM LOAD Qae 4X4''rl i j>''o, LOADING = 33 PSF AREA = 1.45 K = 1.5 I = 3J0 00 6 7 1$ ` 9 10 11 12 M 14 15 16 17 18 19 20 i 27,1:, 25. 1 23.5 1 22.1 21.0 20.0 19.2 18A 17.9 17.1 16.6 16.1 15.7 15.2 14.9 21.0 1 19.8 18.8 17.9 17.1 16.5 15.9 15.3 14.9 14A 14.0 13.6 13.3 5 19.2 1 18.1 17.1 16.4 15.7 15.0 14.5 14.0 13.6 13.2 12.8 12.4 12.1 19.0 17. 8 16.7 15.9 15.1 14.5 13.9 13.4 13.0 12.6 12.2 11.8 11.5 11.2 - 17.8 16. 6 15.7 14.9 14.2 13.6 13.0 12.6 12.1 11.7 11.4 11.1 10.8 10.5 38.1 16. 7 15.7 14,8 14,0 13.4 12.8 12.3 11.8 11.4 11.1 10.7 10.4 10.2 9.9 17.1 15. 9 14.9 14.0. 13.3 12.7 ma 11.7 11.2 10.8 1 10.5 10.2 9.9 9.6 9.4 16.4 15. 1 14.2 13A 12.7 12.1 11.6 11.1 1O/ 10.3 10.0 9.7 9.4 912 9.0 15.7 14. 5 13.6 12.8 12.1 11.6 11.1 10.6 10.2 9.9 9b 9.3 9.0 8.8 8.6 J 0 14.513. 4 12.6 2 10.7 10.2 9.8 9.5 9.2 8.9 8.6 8.4 81 7.9 13.6 12. 6 11.7 11.f 10.5 10.1 9.6 9.2 8.9 8.6 8.3 8.1 7.4 ' 7.6 7. 4 12.8 11. 8 11.1 9.4 9.0 8.7 . 8.4 8.1 7.8 7.6 7.4 7.2 7.0 12.1 ItE 10.5 99 9.4 9.0 8.6 82 7.9 7.7 7A 7.2 7.0 6.8 6.6 V'`OF THE ALUM. ARE CARRY BEAM SCHEDULE (FOR S LID ALUMINUM ROOFS) CONFORMS TABLE GIVES MAX. BEAM SPAN FOR GIVEN BEAM LOAD BEAM LOADS FOR ALUMINUM ROOFS A= L/120 EXPOSURE B ¢ 10 PSF LIVE LOAD) oJU z;'.'3i>%'i.':;' ;,. i%d4%s: FINISH GRADE 3' FROM EDGE;,.f<;; I I \ I r f'..; ,r :; +:>,:.. r... l.f . SEE COLUMN ANCHORING DETAIL SCREEN WALL & SCREEN R04F ,#MjJADS B7 MP:'." : • % SCREEN OPENINGS SODDED READ. TO BOLT<MIf3::rz:;xt<.:'4i+/>t'r'r.'xE%+":>•<., y::%r;•`';`s?:.`y';•? l.al,::•rALUM. r n:.. APAN N P N INS, A Ei:. S.f BASEII;,•...::ir k:IVE LOADSFOR EROSION/% %%:'%`''+Fr"'".'' i: f..'r ri::';>x::ir•,<>t.;^:::;:` . 3' FROM EDGE IMPORTANCE FACTOR = 0. 77 f....,r..: : PROTECTION ::!:.: f'' : f.: f;,*;'e:: ii?.:: CCL, f :?; TO BOLT ( MIND 1. ALL PRIMARY MEMBERS WILL BE CONNECT "< •;`. ' P :?# T L L CCE::,F;r,;:S, OFY:j S OR OTHER POSITIVE FASTENERS, r„ •; 2.. ANCHORS SHALL BE PLACED r .. 3'If( OF CONCRETE SLAB OR FOOTINGS. 3' ..ys•.:c.:f..+: r/. If f . , •:;F;;•.. i?kjSH GRADE F .. d-S-.' r` O ,yi• iHAN y;y:•:ni.;:: ALL CONC, FASTENERSMUS:.f•a.f., +IS. <: xN. ;,,Lf1K'rf.AITO SOLID CONC. REGARDLESS OF f 2' MIN. COVER ";;> s':ii F_<:,,.,..:r.,,.,.D 1 i LENGTHS SPECIFIED IN UftI. ?+'D 3. FASTENERSFOR ALUM, SHA D 8 •SIN CENTER NOTE +•+:- .i»;;r f;:'., ::; 1/.'+i' oa4. `FASTENERS' SHALL HAV >':!E,=a !2' hFl"'%" > '.:#''7R BE PROVIDED W/ 1/2 INCH DIA, WASHERS r:",;?;.. fr."r.{r..: THISDETAILISAPE; x ABLE FO(Ji,°Mx..`:}ll "`"1?zt f 8 _4' GONG. SLAB v. MIN. fry r f° Fr.:; , AND MUST BEAC+ 1i1 D WITF{;••i::: W/ 6X6 - 10/ 10 W.W.M. I`--I` r.' 5. CONTRACTOR IS INSISLAf,ys`: MEMBERS FROM DISSIMILAR METALS SPECIFIC CALCUJ A PERMITINtit1 W/ 8'X8' FTG. W/ 1-#5 RESPOtl] TO PREVENT E* TROLYR. gf F Cs ' FTG, & SLAB DETAIL 6. ALUM. IN C # :: G/ Ca # 1rF J BE PROTECTED W/ HEAVY BOOTED BITUMINOUS I'LAB PAINT ORW1t?:?.'Fi MC;,:;,, :e,,,•r''ACQUER OR THE WOOD SHALL BE PAINTED W/ TWO COATS OF ALIT(;::. fP1INT 7f4 I JOINTS SEALED W/ A GOOD QUALITY CAULKING. 7. ALL ;DC) RS TO r° ,pSING AND LATCHING, W/5 FT. HIGH DOOR HANDLES WHERE POOL OR Q ,. •. . :. I NOTES { FORCY3MNS 5' DEEP OR GREATER INSTALL COL. 2'X2'X2' LONG X 1/8' ADDIT NA 'X 'X X / ANGLE EA. SIDE APPLI !1 ff3 L22218. ANGLE EA. SIDE OF BEAM 4 5 6' 7' 8' 9' 10' 12 14 16 2X5TF 11.5 10. 7 10.1 9.6 9.2 8.8 8.5 7.8 7.2 6.7 2X5TFD8 14.6 13. 5 12.7 12.1 11 .5 11.1 10.7 10.1 9.6 9.2 2X7TF 15.6 14. 4 13.6 12.9 12.3 11.8 11.2 10.2 9.4 8.8 2)gTFDBL 9.6 18.2 17.1 16.3 15.6 15.0 14.4 13.6 129 12.3 2)GTF 20.7 19.2 18.1 17.2 16.4 15.8 15.1 13.7 127 11.9 2)OTFOB 26.1 24.2 22.8 21.7 20.7 19.9 19.2 18.1 17.2 16:4 WIDE Ffi Y W l # r OF INSIDE OF COL. W/ (3)- #10 X 1 LG --- COL. W/ C4> #10 X 1 SPfy r : ja • : . 202 DOOR JAMB PLACEMENT IS OPTIONAL ALL OTHER COLUMNS I - _ -- f f !+:`r,'` ri .;v1 '• :+RF fir/ f•:•:::r:;fl. SM.S,.TO. COL. & <1)- 1/4' X 2 1/2' LG. TAPpN _-_- LG. S.M.S. TO COL & $ :'i+ F / : s::,:..•:: f n . _ __. ___ - G:.. ra CONIC @ € a. -CLIP - _,_ ... _ _ _ _(1a 1L4- x 2 1/2--LG.......- _- Sr AL •:.:.ram:•`C1N3i-Tf-PECIFIC PLAN SUPERCfDES ANY REQ: S SHOWN N _ ..::.._ m' j - TAPCON TOCONC. ,. THIS.:.::. .. D7 i 41#!':P ; 10 X 1' LG. S.M.S. TO COL. (TYP)'t+ CLIP ANGLE in „ .. :.,..::;.,.. @EACHCLIP. ll.• :, l:.: r` ,'r COL. r ( 1)- 1/ 4' X 2 1/2' LG. TAPCON cU f ' r.' -. a` F X2'S ? T;; *iit.4 ARE NON-STRUCTURALMEMBERS TO CONC (TYP.) 2 PER COL,. i- /AND MAY r # INTERCHANGABLY. STRIP F TING SCHEDULE IX2 iX2 1/4' TAPCON @ 24' O.C. ELSEWHERE z tr,,r.,•r<. f r` I !z;. rtl•,,.,,;.;: y' FiONS T0`'' IPT Y W/ LOCAL BUILDING CODES. y iv i..:••: ;..' fF E ................. MAL. 6063-T6 SPUR -.fNGS, MLUMNS .,... FTG. 3' FROM EDGE s..,_:..:.:: I e, f:f,.'.. ] HER;::•„? ... ..... AL. 6063 T6 iI 061-T6 .,... MAL. 6 f 1INUy DELETE 1X2FOROPENPORTCTYPJ_._ - FR NT ELEVATI-N I sr' r C L-UI N ANCH RLNG ITETAI ..:<.::,<:F: T RIVETS WASHERS :.,.. 2024- T4 S .AL. fl ALUM., NON-MAGNETIC ENERS TO BE ALUM., r 24 . ,:f. STEEL, OR CADMIUM PLATED STEELNOTE, ANGLES ARE NOT REQ' D: FOR 202 DOOR JAMB=C LUMNS.iESS 3/8' DIA BOLTS MAY HE SUNLESS OTHERWISE NOTED r' STRUCTURE FO TING (MIN,) REBAR WIDTH X DEPTH SCREEN ROOF 12' X 10' 1-#5 W/ UP TO 7LB BEAMSCREEN_ROOF W/ 8LB 12' X 12' SCREEN ROOF W/ 9LB SCREEN- ROOF / 10LB W 12' X 16' ALLSOLID ALUMINUM 12' X 12' 2-#5 ROOFS ASHLEY QUICKSET, aka TAPCON ANCHORS. r MIN. FOOTING SIZES SHOWN APPLY TO 'NEW FOOTING'S ONLY. FOR EXIST, FOOTING'S SEE SITE SPECIFIC PLAt GENERAL DETAIL SHEET: PER F,: RC',. 2004 EDITION W/ 2006 AMENDMENTS, EXPOSURE "B", 180 MPH TRIPLEFLANI COLUMN SCHEDULE (FOR S LID ALUMINUM ROOFS WITH SCREEN WALLS) -- - TABLE GIVES MAX. COLUMN HEIGHT FOR GIVEN SPACING WIND LOAD = 30 PSF ROOF, 15 PSF WALL EXPOSURE B MAXIMUM COLUMN HEIGHT BEAM 4. 0 1 4. 5' 1 5.9 1 5.9 6.9 6.6 7.0' 7.5' 8.0' 2X5TF 16.2 1 15- 3 1 14.5 1 13.8 13.2 12.7 1 12.2 1 11.8 _ 11.4 2X7TF 22.5 21 2 20.1 19.2 18-3 17.6 17.0 16 4 1 5.9 2X9TF 31.2 29 4 77.9 26.6 25.-4. 24.4 23.6 22 8 0 . _z2 iw 0 1x- JL90 Z U wZ J wxw awawi SPACING COLUMN HEIGHT DATE 10/01/ 07n n to v B no O w M N %0 w M SCALE N. T. S. o .. . CD o. SHEET, C o¢ rUI() N U3 a... ON In a o Z LLI W n a KI-R; E. ,- - wNK C.T. 1'ARNOWS . STRUCTURALENGINEER - FIA, UA C. 0050662 - 0- F,-iaF 2 a 12' C.C./PANEL TLB HOUSE INS, ROOF C 2x3 CON( WALL PANEL BEAM 7 TO EA EXIST TRUSS 2-1/4'X2-1/4' LONG -/> FROK-CHANNEL AND a 12' 2' MIN. FASCIA TAPCON ANCHOR 2'X2'Xl/8' CLIP ANGLE O.C. MAX. TO FASCIA _. - _ EA. SIDE W/2 - #4 ORTHRUCLIPINTOEXTG CON(. WALL, 3-#2 EA. CLIP TO BM, NOTEi FASCIA MAYBE BUILT UP BY LAGGING NEW 1' HEM. TO OLD/ FOR 7' BEAMS OR 2-1/4 x 3-1/2' LAGS/TRUSS OR RAFTER. ( TWO EA. CLIP. 4/BM) GREATER USE 3 - #4 2' SUB -FASCIA BEHINDCIA IS ALSO ACCEPTABLE. FOR 9 BEAMS OR GREATER OR <4) - #2. USE (3) TAPCONS. FASCIA CONN. BM TO HOUSE C NN. Z a CU W L] J o a J W2 f UN m f 2l7 F- w= y _ AL. KICK PL. OPT. USE 202 TOP ATT. KP W/1-#2 @ 8' O.C. BEAM SPAN I SEE SCHEDULE VARIES ROOF PLAN SCREEN BEARING WALL EE COL. SCHEDL SHT, 'C') - c A B EXIST, DRIP CAP AL. FLASHING F;OPTIONAL OPTIONAL 8 @ 8' C.C. FLASHING EXIST. 2 @ 8' C.C. MOBILE HOME PANELrTHRUBOLTS ERS &NUTS 3 @ 16' O.C. TO C' CHANNEL D S E, N#3``;;::. BERI$<s?r'';'<>< CONC. #7-16' O.C. TO.2 X 4 STUD H-2 OR H-3SUPPORTROOFLOAD<:'''.,,``? ACTS ONLY AS WAT .; PANEL TO HOUSE C NN, SEAL ct!: CAULK ao• 3 5 (EA. SIDE) W/ 2 #4 7 A. PTOBM. <W 2 E CLIP ATW ER- FPROO ING FASCIA) ASCIA> Ld ANCHOR WII AL. FL'G. OPTIONAL OR 302 W/, F %. •s+dY' N U a TRUSS 16' O.C. SIDES o N 1 ;: Y :' l BEAM T FROM r;•`fti; Li C3 MIN. 2' FASCIr FOR 7' BEAMS OR GREATER CORNER COL USE <3) - #4 & <3) - #7 MAX. COL. HGT. PER TABLE SHT. 'C') r`.GUTTER W/#2 a 12' C.C. 7OP L BOT. 3/PANEL 8 a 8' C.C. - PANE FOR COL. SPACING LESS THAN 6' USE 8 a 8' C.C. 3X2 - GREATER THAN 6' USE 3X2 W/ IX2 W/ #2X1 1/2' LONG e PANE 11' C.C. 12 CLIP ANGLE W/3 -#2 EA. FACE 4LB; 4LBi 202 CORNER FOR COL. SPACING COL. LESS THAN 6 USE 3X2 ONLY SI SI JX2 SECTION B-B SCREEN ROOM 8 a 8' C.C. BOTTOM T-2 OR T-3 2 - #4 iif,ROOM zrf_ i..r .;r "'lff• f= l!Fne. ADDITION f' 'rl/:f rFifi: COL 2 a e' O.C. EA. SIDE 3 a 18. O.C. SECTION C-C m (U 032' R — 032' R - R AL. TK. ALLOY 3003 H16 .... T-2 TO Cf LONG" W ON! R THAN 2 @ 8' O.C. EA. SIDE 3' INS, ROOF 14 TEK SCREW @ EA. BEAM AND @ 24' O/C - ELSEWHERE CARRY BEAM — PER SCHEDULE) 48' DET.' ANEL MAY PLYWOOD EQUAL f. iU io 'r :o jy C NN. DET. #1 INTERLOCKING PANELS) ROOF & WALL PANEL DETAILS PANEL SCHEDULE, ROOF PANELS DEFLECTION PANEL L/120 L/240 ROOM ADDITION R - 2 12'-0' 9'-6' R - 3 13'-6' 12'-4' R - 4 16'-2' 14'-8' R - 6 20'-8' 18'-10' R - 8 24'-4' 22'-2' x Jx: '%o":%;'•r%" ''rz:r`'' SEE SITE SPECIFIC DRAWIN rr. .REQU'. MN SIZES. 3..f:•r:`';::, 4`:: F.G,:k'%4$r''y SNAP BY BE USED 1- r,:pf ONN. TO BE CONT. r. ..:.t:<•: #8 THRU PANEL BM. 1'Xl'X0.125'X6' LG. AN8THRUPANEL, BM. r;•':C.z ":;'`<";> <.•:8tt:•%i:;z.<';r•:sii CONNECTOR TOP TO BOTTOM ;s?;I::. 8' C.C. c.. •::::>r:.,:.. 202 %!•:a;:,r. 8' C.C. @ EA. COL. W/<5) #10 S.M.S. OF PANEL OF ..:. - i:;g;'}),,;:t; _ ;r,.. - 34 34 1 .r i i. -AND - - ALL JOINTS ER UTTFR:'BRACE W 2 10- 2 #z '%;:; :.:., : <, :;,,;:.. .: FASTENING SCHEIi{f ::y ,<:;.,,.fr. ;.:...::r.:.xROOMADDITION '.. a :;;, - "'': 1 2 Cl-1/2' LONG) rr:+.'}3yy2f. $ "'r:?;<• . J @ 11' C.C. <TYP.) 1 - #14 TEK SCR WHEX HEAD '' .?{ C L. o2 — #10 S,M.S./ HEX HD. 8 a 8' O.C. PANEL _ /<f%.,%N%:sr :;::,.<:: ::;'e::; ,. U J 5 CLIP ANGEL 3 - 1/4' X 2 1/4' TAPCON ANCHOR (TYP•) %'a3z: <t>;<> 5 CLIP ANGEL S W/3 - #2 EA. FAC T /WA W/3 - #2 EA. FACE41/4 BOLTS/ S WASHER/NUT ff 5 -CLIP ANGLE,.125 MIN, THICKNESS 202 CARRY BEAM os%?.''.•`'?'i;.. r„ 2026 - #12X1' LG. S,M S /HEX HD. #2 SCREWS """'''`f?````^»`r• 220 i5SCREWSMIN. - r C . F R.__ , L GREAT -FOR .._ PAN ''-_ R = `- ,•;- ..<:; ,- ER -THAN 6'AND A OR COL... S 6 LESS -.AND71/4 X 3 LAG , EACH SIDE) _ f ::. asi. - PANcLE EL 'A R-'PAN SPAN '' __ C SPAN OF 12 OR (LEA EL F '12' OR2X8Xl/8-3HK,--(LENGTH _. ..: / ir:: :. ;:.r,.:.-i.:: •c<f.:.;r, ,,•,. 8 1/4 LAG*;-- WITH 1 -WASHER z-#z <TYP.1 --- - - S'<S EESE BM TA FOR AR L SS. (SEE BM TABLE FORTDETERMINEDBYBM. SIZE) L -TABLE CLEAR- E (LEA 10 X 1 1/2 S M S H DE E 9 EX HD. COL. RECEIVING CHANNEL ANCHORED s::.::a:> y PANEL SPANS GREATER THAN 127 PANEL SPANS GREATER THAN 12') 12 — CLIP ANGLE, 3/32' „MIN,THIGKNESS <s° COL. W/ TEK SCREWS _ RMEDIATE COL. KLAG BOLT LENGTH TO BE 1' LONGER THAN ALUMINUM PANEL THICKNESS CARRY BM. TO ALUM, COL, C NN, DETAIL MR SCREEN ROOM DETAIL B-B INSULATED ALUM: PANEL DETAIL - - S--H:E--E , Tr PER F,B.C> 2004 EDITION W"/ -2006 AMENDMENTS TRIPLE FLANGE IOX4' LG. S.M.S. W/1' NEOPRENE WASHER @ 8' O/C 2'X5'X2' WIDE X 1/8' THICK ALUM, ANGLE GUTTER BRACE @ EACH BEAM 1X2 2'X2'XI/8' CLIP ANGLE EA. SIDE W/ 2 - #4 OR 3 - #1 TO BEAM SCREEN ROOF BEAMF_<PER SCHEDULE) 4F'P 1 - 1/4' THRU BOLT PER CLIP THRU 1X2 & GUTTER ATTACH 1X2 TO GUTTER W/ #1 X 2' LG. @ 24' O/C ANSARD CONN, U v DATE,10/19/07 _ _ o — o cud €F3 v ! L-. - 0 JSCALE cu NT.S. U rcu, r U U + ^ _ FO .- .- U) W z a• H HSEETU0u 77 z 0 N U 3 '-' 0N Un r z ¢ 412z N Q z v o Z W C T TARNOWSKI, E. - ' Z < a ¢ W w ^ CL X: H UCTUM ENGINEER hk Lid. 0050662 m V . Y ALL=CALCULATI NS BASED ON THE F LL WING CRITERIA1 le FOR SCREENING WITH PENINGS > 60% SPANS'ARE BASED ON LOADS FROM FBC TABLE 2002.4 LOADS ARE APPLIED SIMULTANE USLY TO WALL & ROOF 2, 4- PSF ROOF + 15 PSF WALL C MBINED LOAD & 300# NON=C MBINED LOAD 3, EXPOSURE B, IMP RTANCE FACTOR = 0.77 4,'"DESIGN MEETS L/60 DEFLECTI N REQUIREMENTS COLUMN SCHEDULE (EXIST. HOUSE ROOFS) MAXIMUM COLUMN HEIGHT BEAM 4.0 4.5 5.0' 5. U 6.0' 6.5' 7.0' 7.9 8.0' 2X5TF 18.4 17.6 17.0 16.2 15.5 14.9 14.4 13.9 13.4 2X7TF 24.7 23.5 22.3 21.31 20.3 19.5 18.8 18.2 17.6 2X9TF 32.9 31.6 1 30.0 28.6 27.4 1 26.3 25.4 1 24.5 23.7 SPACING HEEIGHT INTERIOR FASTENING 4 - #10 X 1 1/2' SMS. INTO SCREW SLOTS EA. SIDE 2'X2'X2' LONG X 1/8' ANGLE EA. SIDE OF Cl W/ 4 #6 TO COL. -& I 3/8' X 6- LG. LAG Bt. TO WOOD. @ EA. CLIPi 0 DELETE<<:rif?{ST. WOOD ROOF OPEN PORT C{:yP);_;`:. r'' 18' O.0 2' >': S Ryil' Eh4 E . E COLUMN HEIGHTS BASED ON WALL LOADS ONLY. FOR LONGER SPANS SEE SITE SPECIFIC ENGINEERING. COL. NOTE, THIS TABLE APPLIES TO BOTH BEARING AND NON BEARING WALLS FOR HORIZONTAL WIND LOADS CONTROL IN DESIGN. CHAIR RAIL CONNECT OTHICKNESS PER SCHEDULE 2'X2'XO.125' ANGLE FASTENING 9: 01 1/8' STAINLESS STEEL CABLE #1 - #14 TEK SIC CABLE CLAMP ( 2) 1/4' X 1 1/2' CONC. #2 - #10 S.M.S,/HE;i! ANCHORS (MIN.) #3 - 1/4' 5 - CLIP ° r;°F:: la 1/8' S STEEL DISTANCE FROM EDGE OF SLAB TO CENTER OF CONC. ANCHOR = 1.5' MIN. CABLE C NNECTI N @ 60, HD. FOR COLUMNS 6' DEEP OR GREATER INSTALL ADDITIONAL 2'X2'X2'X1/8' ANGLE EA. SIDE OF INSIDE OF COL. W/ 3 - #6 TO COL. I - 3/8' X 6' LG. LAG BOLT TO WOOD @ EA. CLIP Atf;k`J 4 PER COL.-/ / COL. `CLIP ANGLE 6 TO COL,(TYP) PF FRONT ELEVATION NOTEi ANGLES ARE NOT REQ'D. FOR 202 DOOR JAMB COLS. COLUMN TO WOOD ROOF DETAIL MIN. 1/2' X 2' CONC, ANCHOR 1.5' MIN. 1 MIN. 3 3/4' J (4' SLAB) N.T.S. 1/8' STAINLESS STEEL CABLE 1/4' X cv O O 2'X2'X2' LONG X 1/8' O O ANGLE EA. SIDE OF COL. W/- 4 #6 TO COL. & 1 3/8' X 4' LG EXPANSION BOLT 2'MIN 2' TO CONC. @ EA. CLIP DELETE 1X2 FOR OPEN PORT (TYP.)- 1/4' TAPCONS @ 18' O.C. ELSEWHERE - 1-3/8'X4'LG BOLT TO CONC. CT f'f 2'X2'X2' LONG X 1/8' ANGLE EA, SIDE OF COL. W/ (4) #12 TEK SCREWS EA. ANGLE FACE (TYP.) s,: } "llOXl?',':'.i' Fks. (MIN.) PLATE CUT ON 45° ANGLE 2500 PSII CON( 6 W.W.M. OR FIHERMESHfIOXIO E `cr::•: 2) ( M 1/4' X 2 3/8' CON(. ANCHORSN.) ALT, CABLE C NNECTI N @ SLAB I r a. DELETE 1X2 FOR r.: OPEN PORT (TYP.) 3t M N, r f' r 15' I f•' r ikti(S 6' DEEP I $E INSTALL OM" 2'X2-X2-Xl/8- SIDE OF INSIDE W/ 3 - #6 TO COL. 3/8' X 4' LG. EXPANSION TO CONC. @ EA. CLIP ANGLE S%?:dRE NOT REWD. FOR 202 DOOR' JAMB COLS. TAPCONS MAY BE USED IN LIEU OF SPECIFIED SION BOLTS CONCRETE ROOF DET: N.T.S. fL /11 V LAG BOLTS TO Who i NIL ALUM. BEAM LEDGER 0 MATCH COLUMN SIZE) FOR COLUMNS 6' DEEP OR GREATER INSTALL ADDITIONAL 2'X2'X2'Xl/8' ANGLE EA. SIDE OF INSIDE OF COL. W/ (4) #12 TEK SCREWS EA. ANGLE FACE (TYP.) EXIST. STUCCO SOFFIT MIN. 2 1 /4' N' zx 2 x firsti? NATE CLIP,HRSALTR 1,5' MIN. f r %irt%:• ASTM A 36 PRESSED STEEL?'" N r ...... LIP 1/8' STAINLESS n;.;,;' f=! _ fr"::,•;:•• fY:{. "I•::: .•r,.;. .'ry::.:. r 3' STEEL 2'X2'X2' LONG X 1 2X ALUM. BEAM LEDGERCOL. TO MATH MN ) ANGLE EA. SIDE OF COL. C COLUMN SIZE f STEEL CABLE .:., Frt.:;:,r?.., CAMELBACK CLIPr,.:,,>::'::> f W/ (4) #12 TEK SCREWS CLIP ANGLE l,':;,ri::`` 0. ::;r,. N FACE (TYPJEA. ANGLE r' - v::'' :::i%fsr,• •::!r CABLE C NNECTI N @`,SL"•ABCABLECLAMP ,..• FRONT ELEVATION EY':;#T DR,a??tt.`t4f !:. f , ; :.,x;:..a _;!,:..>i.,,:.r.,..:.°..r.. 1/8 STAINLESS NOTE_ANGLES ARE NOT_ REQ'D. FOR7202" DOOR COLS E-TET7S .,!::>, r:::,..s r,:::.,...<...:..:..... r _: •=. SSEEL_CABL.E_ _ ._._..___... JAMB FAR_ STAINLESS i:,:.rr TO SOFFITf f ::;. f DISTANCE FROM -"EDGE OF 2) 1/4• X 2 3/8' CONC. A ORS <M ' _ COLUMN. DETAIL N.T.S. CABLE C:NNECTI'N @ : C RNE-R;'"R... I NT E R M E D I A TE .- COLUMN SLAB TO CENTER OF CONC. N 9 ANCHOR = 1.5' MIN. :.:'F:`',':•a ;'cF: Al CABLE C t = f ' i. G %: :::AB IS MIN. n c 6 W Cl cU %D gDATE10/01/07 _ L_ W M I . r.-r<-. - <..:.<r::'r.#.:<,•.:!r::, XS - t - -=alY o KwALL CALCULATI NS BASED ON 6005-T5 ALUMINUM ALL Y _; ` Lop Law 4) SHEET, F2 KI/3 STRESS REDUCTI N NOT USED IN CALCULATI NS r r =Z ZN 01 12 i.-01 In FfKLINEARINTERPLATINBETWEEN __C LUMN SPACING IS ALLOWED :r ,LT;: CABLE C NNECTI N @_ SLABtj m w¢ GT. TARNOWSKI, E. SCREEN- -FABRIC DETAIL SHEET. PER F,B C, = 2004 EDiTI N, W/ 2006 AMMENDMENTS; EXPOSURE "B 120 MPH TRIPLE FLANGE siRucTuruL ENGINEER - FLA. UC. 0050662 3" X 4" X 1/8" PLATES W/ 4 SCREEN EAVE EACH X #14 S.M.S. SELF MATING BEAM O O1 O ST COLUMN PER SCHEDULES O O= MEMBER LONG 1' X 5" X 1/8" ANGLE 6" LONG AT EACHLONG BEAM WITH 2 EACH X 3/8"0 X 2" LAGS INTO FASCIA AND"3 EA #12 S.M.S. INTO GUTTER LIP r Cp1 3/8"0 LAG SCREWS X 2" EMBEDMENT 3 EACH 0 EACH BEAM AND 24' BT O.C. TYPICAL OTHERWISE 1 z L f 2'X2"X.090" DIAGONAL BRACE W/ 1/8' GUSSET PLATES 0 EACH END AND 2 EACH #14 S.M.S. INTO EACH MEMBER O O EACH SIDE EACH END ADDITIONAL SPAN - 4--W MAX O O 3' X 4" X 1/8. PLATES / 4 EACH X 414 S.M.S. - a MAY USE ALTERNATE BRACKET e CONNECTOR SHOWN ON RISER DETAIL (3)) o 2"X 4" LONG W/4 EACHSIDE SECURE FASCIA 14 S.M.S. ANGLE X #14 S.INTO POST EACH SIDE RAFTER TAIA EACH 1/4" 0NOTE. LONG LAG MAXIMUM EAVE 5" SUPER GUTTER 44- PROJEC ION FROM HOST 3/8" 0 LAG SC" STRUCTURE 24"WITHOUT LONG W/FOWCH SITE SPECIFIC ENGINEERING SIDE THRU ANGLE - EACH BEAM CONNECTION DETAIL / TRANSOM (RISER) WALL (1) REFER TO CONNECTION \ ROOF BEAM DETAILS 1 f iJ o f E ff REFER TO CONNECTION DETAILS ADDITIONAL SPAN 4' - 0" MAXIMUM) 1-1/2' AT 24" O.C. MATING COLUMN PLATES WITH 4 #14 S.M.S. AS SHOWN 2"X2'X.090" BRACE WITH 1/$' PLATES O O EXIST. 2' EACH END WITH #14 FAAL S. M.S. AS SHOWN. -O O 3" X 4" X 1/8- RATES W/ 4 #14 S.M.S. AS SHOWN. O ADDITIONAL SPAN - 4'-W MAX O 062" 14 S.M.S. 2" X 2" WITH 3/8" IHJ X 6' LAGS, 2 AT FAQ1 X6-LA COLUMN AND AT 24" O.0 I Z ' L 2" X 2" X 1/8' ANGLES W/ # 14 S.M.S. ALTERNATE CONNECTION BRACKET CONNECTION DETAIL / TRANSOM (RISER) WALL (3) BEAM 10X312" S.M.S. EA SIDE 6) FOR 2X5TF 9) FOR 2X7TF 12) FOR 2X9TF o e e e e e e e e SIZE COLUMN PER SCHEDULES 3 6) # IOX1/2" S.M.S. EA SIDE FASTENED THROUGH H- CHANNEL (TYP.) F m UTTER ATTACHES TO FASCIA W/ #14 2X3X. OS0 AS CN I AIONG / GUTTER ANDE(3 EVENLYO/C MAX SPACED yF ® EA REINFORCEMENT BRACKET F ROOFBEAM r ROOF BEAM O O O O O O O 1/ 8' FLAT BAR STRAPS O THRU-3BOLTS . y EACH SIDE W/ (3) #10 O TEK SCREWS EA MEMBER 2%3 HOLLOW NOTCHED o e TO FIT OVER BEAM (OR POST) o ALTERNATE CONNECTION FOR 2X3 ST. 2' MIN. FASCIA NOTE: MINIMUM SIZE OF O p (4) #IOX1R" S.M.S. KNEE -BRACE IS 2"X2'X.090" OR O - FASTENED THROUGH U77ER.REINFORCEMENT BRACKET TO BE 2'X3' X.070' p • 2"X2- Xl/8' ANGLE EA SIDE PLACED 0 EA. BEAM LOCATION AND CUT 1/8' FLAT BAR STRAPS • EA- BEAM AND LENGTH. AS0TO BE3' IN LENGTH. PLACED B/T EACH SIDE W/ ( 3) #10 O TEK SCREWS EA MEMBER O e KNEE BRACE CONNECTION DETAILS / TRANSOM RISER WALL (2) KNEE BRACE -CONNECTION DETAILS TRANSOM RISER"VtIALL` 4 SCREEN FABRIC, DETAIL SHEET: PER F,B-C, 2004 EDITI N, W/ 2006 MN 4'-0' CLEAR SPAN 4'-0' M SPAN RE ON M - SPAN RED ON KNEE BRACE DOME . ROOF CLEAR SPAN N.T. HOST FASTENING SCHEDULE 1 - # 14 TEK SCREW/HEX HEAD n w ^, o hbb 10/01/07 _ ° w M Nam.-jej 2 #10 S.M.S./HEX DAT_EI 3 - 1/4' X 2 1/2'_-.TAPCGN ANCHOR cn .o J N SCALE'.:. N T.S, - #4 - 3/8' B LTS/WASHER/NUT —---Fes'-n.^, 5 - CLIP ANGLE,. 125 MIN THICKNESS 8HEETL > .. 6 - #12 X 1'LG. S.M.S/HEX HEAD 7 , y U _r_ a LoON 0 n g 7 - 1/4' X 2 1/2' 'LAG C N Q F¢- 9 - #10 X 1 1/2' S;M.S /HEX HD. -' _ Z L; ¢ -z-x C.T. TARNOWSKI, ' z m a ¢" M EN T S , EXPOSURE „ B ,, , 120 MPH STRUCTURAL ENGINEER — Fla UC. 0050662 w w