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Home My WebLink About118 Cir Hill Rd SFR 03-1422PERMIT ADDRESS I N;"_N; CONTRACTOR ADDRESS PHONE NUMBER WN to (A ` It &m of PROPERTY OWNER ADDRESS PHONE NUMBER y o 41 so 1 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # 03plyoalp DATE Q PERMIT DESCRIPTION 4� PERMIT VALUATION SQUARE FOOTAGE llw■I■�w�w�■�wew■Irr�r��wlw 07100 NOTICE OF COMMENCEMENT . I State of Florida NNW4 County of Volusia SENINQ Permit No T-Ax N D, D q- z o- 3 n-.S/CL-m Tax Parcel Number Q L/ - 01 00 I&-= The UNDERSIGNED hereby gives notice that improvement will be made to ce real property, and in accordance with Chapter 713, Florida Statutes, the followl" information is provided in this Notice of Commencement 11 1. Description of Property, l descrkti on of the property, and oboes address III mailable.) 1 �•1� c� t �f c � NORSE, CLERK OF CIRCUIT COURT W. PG 1178 S 0 2003049187 03/24IM3 llreet26 AN FEES L M BY N Nolden MAR 2 4 2003 yv\J--.y , 2 w n 0.CfRiifl�i S4v>=00(> F� 32� 73 4 ' p,oT 9x-VW- S4 t%3��1T 11ARYANNE VML 2. General description of improvgment Scc v s'oj C- cue , o g 2-s _ e 3. Owner Information: a. Name and address M(?- Ro Ot=RT ?(to ><, 118 C' rcic. !k • A 5 MN Fofz7 1 t= L- b. Interest in property c. Name and address of fee simple titleholder (If other than owner) C C, bntractor. Flame and address N WrTwsa A L 1LT4 R �9 R3 T#j C I Sa 14- 17 qZ sc-rr� D G 6 �= 3-t1 13 a. Phone number (38L ) 4 L k- 4 714y Fax number ( 3%1 L (J- -1F7 NY S. Surety: Name and address a. Phone number( ) Fax number ( ) b. Amount of bond S_ 00 6. Lender: Name and address a. Phone number( ) Fax number ( 1 CLERK OF CIRC`011 UOURT 9XINOLE COUNTY. fLORIDA 1 DFn11Tv NI Far _--------------------------------------- FOR CLERK'S OFFICE USE ONLY , , , 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number( ) Fax number (-,_ ) 8. In additivii to himself, Owner designates of , , -PUS INSt&ME.� T fR rS-A1_jEjEj_ AT 6 ;NAME o ADDR. (18 cexc-l-le- u,L(- Rd. , to receive a copy of the Li-u-noes Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number( ) Fax number ( 1 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different a is specified) 22 g re of Ownp - Print Name of Owner STATE OF FLORIDA COUNTY OF Affirmed and subscribed before me this day of by . who is personally Imo" to me or who has produced (type of ID) as ideMilication. Public S Florida Prink Type or Stamp Name of Notary S.MEYERB MY COMMISSION # DD OdeM EXPIRES: August '',Mrs Budod T1w NOLry PtM Urd�nn,Un CITY OF SANFORD PERMT APPLICATION ..� Permit No.: O J I q )z2 ''// Date: S- z�- O 3 Job Address: _u 8 0-1 P. c L rz- h, Li- P. 4 o_ • Permit Type: `C Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: -Je 2ff-,@ M 'Rno M �► TT.v c 12..Ee T� o w%- V, - Additional Information for Electrical & Plumbing Permits AA, Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) P64bing/Re4i0ential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: X Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: S .To 510 Type of Construction: oSG¢a £n( R rl , Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: d 1.0" _ (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: I0 6 eQT oe (4,4 s e,4 Contractor/Address/Phone: 9A'r1 o A1A L FxT,C Rio R s i h1 Cr % Sy-2 7 - 9 State License Number: CG C a 4.7 03 Contact Person: r3 b p2 L Phone & Fax Number: _ �{b rj - 30� - 49 3 Q Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Phone No.: Address: Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permitand 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: I 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 requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits, required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is ification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. e' a� ci�' Ole Al-so�xv altz e of Owner geen ate gighature of Contract gent Date Owner/Agent's Print Contractor/Agent's Name 3 as ��3 � In'v, t Signafure of Notary -State of Florida Date Signature of Notary -State of Florida Date WAVE Melissa Dunklin �,,►� ;o��, eZoaEwcE a DE car+ * MYCOMMISSIONlDDt64280 ; 'r,- Commission#DD163123 * EXPIRES:110vemDe112,20 Expires: Dec 20, 2005 �Pe BoeW ThM l%d0 %*1y S, *n ., .:e" Bonded Thru ''�ocn� ia`� Atlantic Bonding Co., Inc. Owner/Agent is Per Wally Known to Me or Contractor/Agent is Personally Known to Me or Produced �L Produced ID 3 3y 0 APPLICATION APPROVED BY: `/ Date: Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL d J� 11 1l'RIIR IlN I'Ll>/l III �' ? - I.I —V �� rYlCff - •-_- -' Ill �,utnrd 1,1.327?1 — - 4 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 04-20-30-514-0000-0100 Tax District: S1-SANFORD Number of Buildings: 1 PROCHASKA ROBERT 00- Depreciated Bldg Value: $79,030 Owner: L Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: 118 CIRCLE HILL RD Land Value (Market): $23,400 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 118 CIRCLE HILL RD SANFORD 32771 Just/Market Value: $102,430 Subdivision Name: MAYFAIR CLUB PH 2 Assessed Value (SOH): $86,790 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $61,790 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: $1,265 SPECIAL WARRANTY DEED 07/1999 03701 0895 $108,000 Improved 2002 Taxable Value: $59,756756 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 10 MAYFAIR CLUB PH 2 PB 54 PGS 84 & 85 LOT 0 0 1.000 23,400.00 $23,400 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1999 7 2,096 1,338 CB/STUCCO FINISH $79,030 $80,643 Appendage / Sgft OPEN PORCH FINISHED / 67 Appendage / Sgft GARAGE FINISHED / 411 Appendage / Sgft OPEN PORCH FINISHED 1280 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=0420305140000Ol00&... 4/1/2003 � tic, 151-042- UNOCRPIX tDGJISr of Sib i, S XoRTA ELE VA7l orl General Notes and Specifications: 1. The fobwIng structures we daelgned to be married to blot* and wood frame sfuctaes of adequate structural capacity. The contractor A home owner shop worthy that lire Aoaf structure Is In good condition and of sufedent sberugC+ t hold the proposed additim 2. If dwe Is a quresbn about fro host stnxfine. the owner (at his own experm) shay hire an arddtocL engineer. or a esrdlled Nome fnspecfon Company t Verify host slnumn mpadty. 3. The ftLmk es dealgned uebg fhls section Ghd be pmltd to s madnwm span wd upright height of SS' end a madmurn upVd tftM of 20'. Structures larger 8+an foss Omlb step have aft 4F - - Ms englnesrbg. 4. Spans are far erhdosures with mean roof hslghte less than 33'. For greater height, emmult engineer. S. The Proper anrrriae! name for a chair rap or top rap of an er d sure Is a girt Thus the ferminology Oct be Intrdhangsabb. & Some fuel penetrate the water channel of fire Sugar gulsr WW he" ends dppped of for natty or desning guler and fire hesds of screws faough tiro puler Into tiro loads shop be cadired. T. Sedlon 7 oontefru span tables are attadhme d detepa for pan and oarhpo10a petrels & When ushV TEK screws In pea of SAILS, longer screws must be used t compernats for drill head. 9. An additional euPar gupta strap or ferrule Is required te be', , 1 now the rrh1 * 9' t of ore beam spuldnp The straps may be adjusted to the closest buss A rafter fall to farSltete proper attchmard when a r sub4asde does not allot 10. Super or tud uded gutter delab are applicable to as wldfn of sugar or extruded gulfs. and gulfs may be subafbuted. Gulf GIMPS andlor fsrrules step be fire width of firs bolde era outside of the super or e1{ 4,J pulerrespec". It If the su b4asde Is 3W. and the sub -fascia Is In good repair. a 3W P.T.P. a* the wWQu of Iha lards may be added to fire oddbV sub439da by sfadrng the plywood with (2) 3.16d cam= raft or (2) 3' 88 screws This glues the oqulvatent of a r fascia. General Notes and SDedflcations for Section 1 Tables: DESIGN LOADS FOR SECTION 1 are from fie FLORIDA STANDARD BUILDING CODE Expo=m S. Mesh Roof HoWd 0' to 20' Roof Slope V to IV. Structures With Screen Root a Wails WYd Vdmft laadh Roar Nor 1 Wd4 Nob 2 00 M.P.H 10 10 100 M.P.H 10 10 IIOMP.H 10 11 120 MP.H 10 14 130MP.H 10 1S 14oMPj1 10 to 15oMP" 10 21 Note 1: per Note $ Table 2002.4 or, paragraph 1606.2.2.3 Norte Z from Table 2002.4 era Note 2 Note 3: Where Possible, values have been reduced by 0.77 for Ixorleane zone oahudderuatlorh Caweralon Table 1A Who Zone Convenbne for Screen WallForms Member Fmm 120 MPH WYd Zoo to Omae LE�aeMe WYd Sane MITI Applied LosdN R De1lscom led A - 0 V so a to0 10 1.12 1.10 110 11 In 1.13 120 14 1A0 I= in 1a ore OA4 140 is OA2 om 150 1 21 OAT 0A2 Convwdan Table /8 WbW Zone Corlveralorn Guler and Sef Mdng Beam Screwed Enclosure One SlddSdW Roof Dow Side Fmm 120 MPH Wbd Zane 10 oftm 12Bd ld Roof Bssmn - F WYdZone 0111►9 Applied lase. For seed ILl APPOld Load br 6a Rod From MenOsre - 10 &ft R a fleeN, V 0 V 1120aesn Rodasen 00 V2 Sur whir Rodflomfloon 10 12 1 14 1 10 f to 1 20 22 10 u U /6 to 20 22 a0a100 Is I., IA7 TAG 11AIIIIA511.05 1AS 1.11 1.10 1A9 IAS IAS IA7 17 110 23 1A4 /A3 tA3 1.03 IA3 1.03 IA2 Us 1A5 Us 1A4 1.04 1.04 1A4 121) 25 1A0 TAD lAlA a o 13D 32 ow re- O om om OAS On OAe 0.M 0.07 OAT OAT OA7 oar /40 37 054,375 A5As oAs oAe OAs n11e 0A2 0A2 0A3 OJ3 oA4 024 e94 150 1 43 0.91 0A2 OA2 O.W 0.S5 O.W oa4 ON OAS OAS 0.89 020 0.01 0A1 SCREEN crYP.) r W y � 1 W PERIMETER MEMBER CABLE CONNECTION %- (SEE DETAIL 1 PAGE 7) HOST STRUCTURE H GIRT T x r (TYPICAL) GRADE K$RACING (OPTIONAL) a CABLE CONNECTION (SEE DETAIL 2 PAGE 7) TYPICAL FLAT ROOF - ELEVATION SCALE: 1A8 - 1'4r EXISTING STRUCTURE -� K-BRACING (OPTIONAL) ALUMINUM COLUMNS (TABLE 1.3 OR 1.8) SIZE MEMBERS PER APPROPRIATE TABLES TYPICAL FLAT ROOF - ISOMETRIC SCALE. N.T.S. - PERIMETER WALLS AND FRAMING SIZES (TABLE 1.3 OR I A) ALUMINUM BEAMS (TABLE 1.1 OR 1.8) PURLIN DIAGONAL ROOF BRACING (SEE SCHEMATIC PLAN PAGE 7) GIRT (TYP.) CABLE BRACING TYPICAL NOMENCLATURE FOR SCREENED ENCLOSURES: H - MAXIMUM UPRIGHT HEIGHTS L- MAXIMUM BEAM SPAN WITHOUT KNEE BRACE (ADD HORIZONTAL LENGTH OF TWEE BRACE TO SPAN FROM TABLES) SW- SIDE WALLS CAN BE FRAMED WITHOUT TOP BEAM AND CAN BE SMALLEST EXTRUSIONS ALLOWED BY SPAN TABLES W - SCREEN PANEL SPACING CONNECTION DETAILS AND NOTES ARE FOUND IN SUBSEQUENT PAGES, SAr4FpR0 BUILDING; OEPT. THEg� ef,A' j AACCEF7F P E REVIF11E0 ANO CONDITIONALLY CRI111T CONSTRUF.r) Thy 3E A 4 PERMIT ISSUED SHALL SE TI+E' liJRh ANLr LICENSE TO PROCEED VL T _ 4UTWORI'). WITH TO r.�, .. � r t VIOLATE. S10 A14Y OF TH r.VrC;•L I0n •- E ,. NOR r,. _ _r` •� .. cc•� •:•�.�•r I . ;` SHALL 7i: T'.r- �,Y• ' +-GLrrF:I Bit:LOING �1' A CORREC• sir 7Nc C, , UCTION CEa K-BRACING (OPTIONAL GIRT (TYP SCREEN 1'TYP. PURLINS (TYP.) PERIMETER MEMBER CABLE CONNECTION (SEE DETAIL 1 PAGE 7) (TYP.) TOP RAIL GRADE CABLE CONNECTION (SEE DETAIL 2 PAGE 7) (TYP.) NOTE USE H2 FOR CABLE AREA CALCULATION TYPICAL MANSARD ROOF - ELEVATION SCALE: U6' ■ 1'4r EXISTING STRUCTURE KAIRACING (OPTIONAL) ALUMINUM COLUMNS (TABLE 1.3 AND 1.8) GIRT gm) V x r (rYPJ ALUMINUM BEAM (SEE TABLE 1.1 OR 1.8) PERIMETER WALL FRAME (TABLES 1.3 AND 1.4) DIAGONAL ROOF BRACING (SEE SCHEMATIC PLAN PAGE 7) CABLE BRACING SIZE MEMBERS PER APPROPRIATE TABLES TYPICAL MANSARD ROOF - ISOMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGE& OFFICE COPY PERMIT #1 THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR THE FLORIDA BUILDING CODE 2Do1 EDITION. JOB NAME - ADDRESS: Nil 5 DRAWING FOR ONE PERMIT ONLY 2001 I OF W r� (SEE Tf PURLINS (TYP.) SCREEN(M.) CABLE CONNECTION (SEE DETAIL 1 PAGE 7) (TYP.) ALTERNATE CABLE T x 2' (TYP.) GRADE K43RACING (OPTIONAL) —I / `— (TYB EDECONNECTION AGE 7) "P.)P•) GIRT P.) TYPICAL DOME ROOF - ELEVATION SCALE: U8' a 1'-' EXISTING STRUCTURE ALUMINUM BEAM (TABLE 1.1 OR IS) L SIZE MEMBERS PER APPROPRIATE TABLES H L . RISER WALL WHERE REQUIRED PURLINS (TYP.) DIAGONAL BRACING (SEE SCHEMATIC PLAN PAGE 7) CABLE BRACING K•BRACING (OPTIONAL) J GIRT f=) SCREEN (TYP.) S ALUMINUM COLUMNS (TYP.) (TABLE 1.3 OR IS) PERIMETER WALLS FRAMING P x 2' (TYP.) (SEE TABLES 1.3 AND 1.4) TYPICAL DOME ROOF • ISOMETRIC SCALE N.T.S. PURLINS (TYP.) CABLE CONNECTION (SEE DETAIL 1 PAGE 7) (TYP.) ALUMINUM BEAM (TABLE 1.1 OR IS) H GIRT ("') (SEE TAME IJ) 1' x r (TYP.) GRADE CABLE CONNECTION SCREEN (1YP.) (SEE DETAIL 2 PAGE 7) (TYP.) TYPICAL GABLE ROOF - ELEVATION SCALE VIr a V4r EXISTING STRUCI SIZE MEMBERS APPROPRIATE TA PERIMETER WALLS FRAI (SEE TABLES 1.3 ANL 1.0) PURLINS (TYP.) RISER WALLWHERE REQUIRED ALUMINUM BEAM (TABLE 1.1 OR IS) DIAGONAL BRACING (SEE SCHEMATIC PLANVAGE 7) ALUMINUM COLUMNS TYP. (TABLE IJAND 1S) GIRT (TYP.) SCREEN (TYP.) CABLE BRACING TYPICAL GABLE ROOF - ISOMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES PURLIN (TYP.) SCREEN(M.) (SEE TABLE 1.3) rW� CABLE CONNECTION (SEE DETAIL 1 PAGE 7) (TYP.) GIRT (T'YP.) 1' x 2' (TYP.) GRADE CABLE CONNECTION (SEE DETAIL 2 PAGE T) M?.) TYPICAL TRANSVERSE GABLE ROOF - ELEVATION SCALE: Isr a 1'-0' EXISTING STRUCTURE SIZE MEMBERS PER APPROPRIATE TABLES _L H K-BRACING (OPTIONAL) RISER WALL WHERE REQUIRED 1 PURLIN (1 YP•) ALUMINUM BEAM (TABLE 1.1 OR 1S) DIAGONAL ROOF BRACING (SEE SCHEMATIC PLAN PAGE 7) ALUMINUM COLUMNS (TYP.) / (TABLE 12 OR IS) SW (TY SCREEN (TYP.) GIRT PJ PERIMETER WALLS FRAMING 1' x 2- (TYP•) 3 (TABLE 1 OR 1.4) CABLE BRACING TYPICAL TRANSVERSE GABLE ROOF - ISOMETRIC SCALE N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES (SEE T. f L PERIMETER MEMBER =mmm �.mmmm\ /M M�� V0m0MA' . K-BRACING (OPTIONAL) --/ CABLE CONNECTION (SEE DETAIL 1 PAGE 7) TYPICAL MODIFIED HIP ROOF - ELEVATION SCALE: lAr a 1'-0' EXISTING STRUCTURE H ALUMINUM BEAMS L (TABLE 1.1 OR IS) KSRACING (OPTIONAL) \ SW GIRT (TYP.) ALUMINUM COLUMNS CABLE BRACING (TABLE 1.3 OR IS) PERIMETER WALLS AND SIZE MEMBERS PER FRAMING SIZES APPROPRIATE TABLES (TABLE 13 OR I A) TYPICAL MODIFIED HIP ROOF - ISOMETRIC SCALE N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. PURLIN 9YP•) CABLE CONNECTION SCREEN (TYP.) '� W (SEE DETAIL 1 PAGE 7) (TYP.) H (SEE TABLE 13) GIRT (cm GRADE CABLE CONNECTION (SEE DETAIL 2 PAGE 7) (TYP.) TYPICAL TWO STORY POOL ENCLOSURE - ELEVATION (ALL ROOF TYPES) SCALE: 1fB' a 1'4r PERIMETER WALLS FRAMING (SEE TABLE 1.3 OR 1.4) K41RACING (OPTIONAL) SCREEN (TYP.) 1' x 7 (TYP.) PURLIN (TYP.) ALUMINUM BEAM (TABLE 1.1 OR IS) (DIAGONAL ROOF BRACING SEE SCHEMATIC PLAN PAGE 7) SIZE MEMBERS PER APPROPRIATE TABLES EXISTING STRUCTURE SIDE WALL CABLE ALUMINUM COLUMNS (TABLE IJ OR IA) (TYP•) TYPICAL TWO STORY POOL ENCLOSURE - ISOMETRIC (ALL ROOF TYPES) SCALE N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES a PJm C/7 :UI FAR F 5 SHEET 2 OF 1 rx4'ORrxr SELF MATING BEAM 1' x r SNAP SECTIONS ATTACHED TO r x r W/ 010 x 14R• S.M.S. ® 24. O.C. OR CONTINUOUS SNAP SECTIONS OR r x 3 (4) SPLINE GROOVE SECTION 1' x r OPEN BACK FASTENED TO POST W/ (2) 010 x 1-1W SAL& r x r PURUNS ATTACHED TO BEAMS W/ (2) 010 x 1-1R• S.M.S. INTO SCREW BOSSES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) OPTIONAL POSITION OF TOP RAIL W/ 1' x r ev* 1' x r SNAP SECTIONS Z *� ATTACH TO r x r W/ — — — — — — — —/ — $10 x 1-1R' S.M.S. ® 24. O.C. y _ _ T _ _ OR CONTINUOUS SNAP SECTIONS OR r x 3' (4) / % SPLINE GROOVE SECTION Is rxrAND 1'xrMAY BE 0 / 00 ROTATED TO RECEIVE — t6 SCREEN ®I ALTERNATE FLAT ROOF — — — — — — — — ALTERNATE FLAT ROOF SELECT FASTENER SITE, d FASTENER S¢E. NUMBER AND PATTERN (SEE TABLE 1A) NUMBER AND PATTERN (SEE TABLE 1.6) " OW OR SNAP `— SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: r -14r BEAM NOTCHED AROUND — — — — / % — — CONTINUOUS r x r OR (4) —� SPLINE GROOVE r x r / - 0 ® �_ 1 _ — — — — — _ _ _ ® • ® ALTERNATE FLAT ROOF I ® _ — _ _ _ _ _ _ — — — g MINIMUM POST SIZES ? REQUIRED FOR EACH BEAM SIZE (SEE TABLE f.6) x IV FASTENER SIZE, NUMBER AND PATTERN (SEE TABLE 1.6) 2" x 6" BEAM TO 2" x 3" UPRIGHT CONNECTION DETAIL (FULL LAP) SCALE r - VW 2" x 4" BEAM TO 2" x 3" UPRIGHT CONNECTION DETAIL (FULL LAP) SCALE: r -1'-V 1' x r SNAP SECTIONS 1' �A ATTACH TO r x r W! --�— — — — — — — 010 x 1-1R• S.MS. ® 24- D.C. OR CONTINUOUS SNAPSECTI ® 9 I OGROOVE SPLINE SECTION / — T ® 101 ALTERNATE FLAT ROOF I — -----------) O GUSSETT PLATE 0.060. OR GREATER Tr FASTENER SIZE, NUMBER AND PATTERN (SEE TABLE 1.6) 2" x 4" OR 2" x 6" BEAM TO 2" x 3" UPRIGHT CONNECTION WITH GUSSET PLATE DETAIL (FULL LAP) SCALE. r - l -(r ALTERNATE SLOPED BEAM r x 5' UPRIGHT OR LARGER 2' x 4' UPRIGHT / 1' x r SNAP SECTIONS ATTACH TO r x r W/ / C% 010 x 1-IM S.M.S. ® 24' O.C. OR CONTINUOUS SNAP J SECTIONS OR 2' x r (4) / 4= SPLINE GROOVE SECTION I-- \ CLJJ r x r PURUNS ATTACH TO c BEAMS WITH (3) 010 x 1-Irr I■III S.M.& INTO SCREW BOSSES _ �. ^�.• / r x r MAY BE ROTATED TO ACCOMODATE SCREEN ;®= `® ®•: r x 4- S.M&. BEAM OVERLAP CONNECTION :®• ., V S.M9. OR GUSSET '- _�; a®.: -,2' r x W S.M.B. :.® ,®/ r x r S M.B. r x 8• S.M.B. FASTENER SIZE, NUMBER AND PATTERN (SEE TABLE 1A) ad ad o m MINIMUM POST SIZES a1 °� REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 'USE r x r S.M.B. FOR rx6'x0.08rx0.310' SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT SCALE r -1'4r 08 x 3/4• WASHER HEADED ADDITIONAL FASTENING, CORROSIVE RESISTANT NUMBER OF FASTENERS PER SCREWS AS SHOWN TABLE 1.0 EXCEPT ALL (SEE TABLE 1.6) SHADED LOCATIONS SHALL BE FILLED MINIMUM OF ALL r x r SNAP sEcnoNs OUTER LOCATIONS ATTACH TO r x r W/ 010x1-1R•S.M.S.®24'O.C. OR CONTINUOUS SNAP SECTIONS OR r x 3' (4) SPLINE GROOVE SECTION I � _ @ a T 1' x r OPEN BACK FASTENED TO POST W/ (1) 010 x 1-1Ir 03 a 0 S.M.S. (e AIM @ EDGE OF EXISTING UPRIGHT NOTCH BEAM TO RECEIVE POSTADDTTION r x r (0.044' MIN.) ADDITION EXISTING r x 3' OR LARGER � ATTACH TO BEAMS W/ (2) 010 x 2-1R• SALS. AND 16' O.C. ADDITION OF 2" x 2" TO EXISTING 2" x 3" scALE: r - v-v (L ego ^ w o 01 Rd5 OF 1 ADDITIONAL FASTENING, NUMBER OF FASTENERS PER r x 2' PURLINS ATTACHED CUT BEAMS TO SLIDE OVER INTERNAL BRACING 1.314' x 1314' x 0.125• MIN. (4) VE x r CORROSION RESISTIVE WASHER HEADED TABLE 1.6 EXCEPT ALL SHADED LOCATIONS SHALL EXISTING r x 6' SELF MATING BEAM TO BEAM W/ MIN. (3) Ai10 x 1-1r' S M S EACH OTHER OR PROVIDE GUSSET PLATE (INSIDE OR OUTSIDE BEAM) SAME WALL EXTRUDED ANGLE (T46 ALLOY) SCREWS 8E FILLED MINIMUM ALL I OUTER LOCATIONS n 910 x 31r' S.M.S.16' O.C. GUSSET PLATE TO BE SAME THICKNESS AS BEAM WALLS THICKNESS AS BEAM WEB C= (10) 96 x 1r' S.M.S. EACH SIDE 0 ® 0 OF BEAM/POST ® ® ® ® ® ® I 1• x r SNAP SECTIONS ATTACH TO r x r W/ ��® � ® C= (� LLJ 910 It 1-ir S. M. S. 0 24' O.C. OR CONTINUOUS SNAP SECTIONS OR r x 3• (4) MINIMUM SPACING 1111 III SPLINE GROOVE PLAN VIEW SECTION (PER TABLE 1.6) SCALE* r= ra' ,4JM ® ® ® m 09 PROPOSED r x 3' x 0.050' ® ® ® SMOOTH SIDE DOWN U9' x 2-W x B' GUSSET EACH SIDE OF POST AND BEAM WIG 1N x 1? S.M.S. EXISTING r x 4• ADDITION OF 2" x 3" TO EXISTING 2" x 6" S.M.B. SCALE r e 141• CONNECTOR MAY BE (2) ANGLES, INTERNAL V CHANNEL OR EXTERNAL V CHANNEL EACH SIDE OF - CONNECTING BEAM W/ SCREWS (PER SECTION 9) MINIMUM NUMBER S.M.S. 3W LONG REQUIRED EQUAL TO BEAM DEPTH (SEE SECTION 9) ® 1 ® uJ ® PRIMARY BEAM ® G (SEE TABLE 1.1 OR 1.6) 0 S CARRIER BEAM NOTE (SEE TABLE 1.5) EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (3) r10 x 1-1? INTERNALLY CARRIER BEAM TO BEAM CONNECTION DETAIL SCALE r"1'-0' 1• x r OR r x r ATTACHED TO WALLW/#10 x r SMS. 1(.O.C. HOST STRUCTURE MASONRY OR FRAMED WALL (SELECT FASTENERS FROM SECTION 9 TABLES) ME PRIMARY OR CARRIER BEAM (SIZE PER TABLES) o g d I BEAM TO WALL CONNECTION DETAIL SCALE 7"1'-• TYPICAL SIDE PLATE CONNECTION DETAIL SCALE r"1W CONNECTION (PLATE INSIDE BEAM) OTHER OR CUT FOR GUSSET PLATE CUT BEAM TO SLIDE OVER EACH ®A®or ®/A \0O FASTENER SIZE, NUMBER AND SPACING (SEE TABLE 1.S) TYPICAL SIDE PLATE CONNECTION DETAIL - MANSARD ROOF SCALE: 2' " 1'-W BEAM SPLICE SHALL BE MIN. BEAM HEIGHT MINUS 1r AND 2 x (d -.50') LENGTH d " HEIGHT OF BEAM SPLICE LOCATED 114 TO 1!3 BEAM SPAN STAGGERED EACH SIDE OF BEAM z x (*Q.5ql d DENOTES SCREW PATTERN FASTENER SIZE. NUMBER AND NOT NUMBER OF SCREWS SPACING (SEE TABLE 1.6) TYPICAL BEAM SPLICE DETAIL SCALE: r " V0 PLATE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT MIN. (4) #10 x r CORROSION RESISTIVE WASHER HEADED SCREWS IAL BRACING 1-3W x 0.125' DED ANGLE, T$ ALLOY IS 1BLE 1.2 OR 1.9) ISOMETRIC VIEW SCAM' N.T.S. LATERAL BEAM BRACING DETAILS (FOR SPANS GREATER THAN 4W-0"1 STRAP SUPER OR EXTRUDED GUTTER HOST STRUCTURE SPACING 12 ♦ SPACING / 2 SPACING / 2 + SPACING 12 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE 1W ■ V V r x_ x 0.050' STRAP EACH BEAM CONNECTION AND 0112 BEAM SPACING W/ (2) S.M.S. PER STRAP (SEE SECTION 9) I TRANSOM (SEE SECTION )9 I UPRIGHT \ \ \ \ _ ` ® Nii Is ANGLE RECEIVING SUPER OR EXTRUDED GUTTER \\ CHANNEL (SEE SECTION 9 DETAILS) SCREW PATTERNS MAY VARY (SEE TABLES OR NOTES FOR SIZE AND NUMBER OF SCREWS) BEAM CAP + MAX. DISTANCE FROM FASCIA TO HOST STRUCTURE WALL 36' WITHOUT SITE SPECIFIC ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: r"1'4r OF 1 SELF -MATING BEAM (SIZE VARIES) • 1/4' x r LAG SCREWS ® 24' O.C. OR /10 x r SCREWS 12'O.C. • TAIL CUT OFF BEAM (OPTIONAL) r x r ANGLE WITH (4) S.M.S. (SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER GUTTER RECEIVING CHANNEL 2-11r x 1' W/ (2) IN x 11r S.M.S. EACH SIDE OF BEAM 11 • ® SUPER OR 3/4' FERRULE WITH 3AB' x r EXTRUDEDGUTTER LAG SCREWS ® EACH BEAM MAX DISTANCE FROM FASCIA TO HOST STRUCTURE WALL 36' WITHOUT SITE SPECIFIC ENGINEERING SELF MATING BEAM AND SUPER OR EXTRUDED GUTTER CONNECTION SCALE: r - 1'-V I 1J4• x r LAG SCREWS ® 24' O.C. OR A10 x r SCREWS Ir O.C. NON. AND (2) ® EACH STRAP OPTIONAL 1' x r OR r x r FOR SCREEN SELF-MATINd x _ x 0.050' STRAP BEAM SR BEAM CONNECTION (SIZE VARIES)JE!=XMIUDED AND 0112 BEAM SPACING W/ ANGLE. INTERIOR OR (2),06 x 1? S.MS. PER STRAP EXTERIOR TERIOR O MAX.DISTANCE FROM FASCIA CHANNEL (SEE SECTION 9) TO HOST STRUCTURE WALL 3r WITHOUT SITE SPECIFIC ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: r -1'4T COMPOSITE EAVE RAIL W/ r x 2' FASTENED TO BEAM / UPRIGHT W/ (3) A10 x 1-1? BEAM - SCREEN ROOF S.M.S. MIN. INTO SCREW BOSSES. 1' x r ATTACHED POST TO BEAM FASTENING ®® TO r x r W/ 010 x 1-1/P S.M.S. (SEE TABLE 1.6) • • ® 24.O.C. CONTINUOUS r x Ej • • r SNAP SECTION FASTENED • • THRU SCREW BOSSES W/ (3) MIN. i10 x 1-i? OR r x r NE HOLLOW SECTION FASTENED 5 a0i O THRU SCREW BOSSES W/ sto x 1-1? S.M.S. a � E H N SCREEN (MAY FACE g IN OR OUT) 45' FASCIA AND SUB FASCIA (2) r SCREWS (SEE SECTION 9 FOR SCREW SIZES) REQUIRED KNEE BRACE MININUM SIZE AND CONNECTION (PER TABLE 1.7) Tq USE ANGLE EACH SIDE FOR SUPER SXTRUO R r x r TO POST CONNECTION W/ HOLLOW POST GUTTER 114-0 BOLT ® 24- O.C. MAX MAX DISTANCE TO WITHIN r OF EACH POST HOST STRUCTURE FASTEN r x r POST WJ (3) WALL 3r WITHOUT EACH #10 S.MS. INTO SCREW SITE SPECIFIC SPLINES ENGINEERING 2' STRAP - LOCATE AND IF TWEE BRACE LENGTH FASTEN (DETAILS PAGE 4) EXCEEDS TABLE 1.7 USE r x r x 0.097 ANGLE W/ (4) CANTILEVERED BEAM S.M.S. (SEE SECTION 9 FOR CONNECTION DETAILS SCREW SIZES) EACH SIDE TO KNEE BRACE ATTACHMENT r BEAM TO SUPER OR ABOVE TOP OF GUTTER MAX EXTRUDED GUTTER SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL 0 FASCIA - DETAIL 1 SCALE:- r -1'-V 2-1? MIN. SJdS. OR LAG FOR SCREW SIZES SEE COMPOSITE r x r EAVE GOTT SCREW INTO r x FASCIA OR SECTION 9 .2 x 6 BEAM - SCREEN ROOF IF NO SUB -FASCIA INTO SCREW SIZE RAFTER TAILS (® r WIDE x 0.050' (MIN.) STRAP ®® (SEE TABLE 1.6) SPACING PER LOCATION FASCIA ^ DETAIL PAGE 4 W COST SELF MATING BEAM 0-0 1 a (SEE TABLE 1.3) (SIZEVARIES) 4S t SCREEN w f O (MAY FACE IN OR OUT) a IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE Al LEN F KN CANTILEVERED BEAM CONNECTION DETAILS SUPER OR • EXTRUDED (2) r SCREWS ® GUTTER SOFFIT (SEE SECTION 9 FOR SIZES) NOT MORE r STRAP -LOCATE AND • • THAN 113 OF 1' x r x OG W1 P.T. COMBER FASTEN PER STRAP • • GUTTER HEIGHT BLOCKING W/ OA24' BREAK LOCATION DETAIL PAGE 4 FORM CAP OR 1' x r r x r ANGLE WJ (4) S.M.S (ALLOWABLE ONLY WJ ROOF REQUIRED KNEE BRACE tFGLUTTER EACH SIDE TO BEAM TO ANGLES LESS THAN 23' UP TO MINIMUM SIZE /SUPER OR EXTRUDED S IN 1r ROOF SLOPES) FOR CONNECTION (SEE TABLE 1.7) SOSGUTTER ROOF SLOPES GREATERKNEE BRACE ATTACHMENT 8'THAN WIN 1rUSE 1/6'xrx ER OR RECEMNd CHANNEL _ ANGLE AS REQUIRED �VE TOP OF GUTTER (MAX.) RUDED 2-1/S x 1' W/ (2) /B x 1? r x r ANGLE WRH (4) S.M S. S.M.S, EACH SIDE OF BEAM MAX DISTANCE FROM FASCIA (SEE SECTION 9 FOR SCREW TO HOST STRUCTURE WALL SIB) EACH SIDE TO BEAM DISTANCE 24' WITHOUT SITE SPECIFIC TO SUPER OR EXTRUDED TO HOST ENGINEERING GUTTER UCTURE FASCIA AND SUB -FASCIA WITHOUT SITE SPECIFIC ENGINEERING TYPICAL SELF MATING BEAM AND SUPER OR EXTRUDED GUTTER CONNECTION SCALE r -1'-W SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL (a) FASCIA - DETAIL 2 SCALE: r - V0 �— COMPOSITE 2' x 3' EAVE GIRT SELF MATING BEAM (SIZE VARIES) POST TO BEAM FASTENING ® ® (SEE TABLE 1.6) ®®� • • SCREEN (MAY FACE IN OR OUT) POST (SEE TABLE 1.3) REQUIRED TWEE BRACE MINIMUM 4STRUCTURE SIZE AND CONNECTION TABLE (SEE 1.7) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS ROOFING • (2) r SCREWS (SEE SECTION ® • J 9 FOR SCREW SAS) r STRAP - LOCATE AND AID FASTEN PER STRAP LOCATION OETAE PAGE 4 FASCIA AND SUB -FASCIA r x r ANGLE WITH (4) S.M.S. (SEE SECTION 9 FOR SCREW • SUPER OR SOFFIT SIZES) EACH SIDE TO BEAM EXTRUDED TO SUPER OR EXTRUDED • GUTTER GUTTER Nu►X DISTANCE SUPER OR EXTRUDED GUTTER SPECIFIC ENGINEERING RISER (OR TRANSOM) WALL Q FASCIA - DETAIL 3 SCALE: r - 1'-0' BEAM - SCREEN ROOF • • 0.050' H4>ANNEL • • OR GUSSETS • • lee 7••7� 1 ••• id, — zfle IL > C7 aoLu x LEN OF KNEE / I r HOST STRUCTURE ROOFING (2) r LAO SCREWS . (SEE SECTION 9 FOR SIZE) J r STRAP - LOCATE AND To FASTEN PER STRAP LOCATION DETAIL PAGE 4 COMPOSITE r x 3' EAVE PAL POST TO BEAM FASTENING (SEE TABLE IIA) POST (SEE TABLE 12) SCREEN (MAY FACE IN OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS FASCIA AND SUB -FASCIA • • r x r ANGLE WITH (4) S.M.S. (SEE SECTION 9 FOR SCREW • SUPER OR MAX DISTANCE SAS) EACH SIDE TO BEAM EXTRUDED TO HOST TO SUPER OR EXTRUDED • GUTTER STRUCTURE GUTTER WALL 36' WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL (M FASCIA - DETAIL 4 SCALE: r- 1*-r 9 4J7I no W age 0 C co w080 LL 142) 2s an,--, d 7� OF 1 NOTE MINIMUM POST SIZES ARE REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1A) SELF -MATING BEAM (SEE TABLE 1.1 OR 1A) �--- r x 7 COMPOSITE EAVE GIRT AA ®® FASTENERS SIZE, NUMBER ®® AND PATTERN (SEE TABLE 1.6) IF TWEE BRACE LENGTH A A EXCEEDS TABLE 1.7 USE POST SIZE (SEE 1.3 OR 1.8) CANTILEVERED BEAM CONNECTION DETAILS HOST STRUCTURE ROOFING r LAG SCREWS (SEE SECTION 9 FOR SCREW SM r STRAP LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 4 ALTERNATE LAG SCREW AND _ _ _ _ FERRULE — — — — SOFFIT r x r ANGLE WITH (4) S.M.S. ® SUPER OR (SEE SECTION 9 FOR SCREW ® EXTRUDED SIZES) EACH SIDE TO BEAM ® GUTTER TO SUPER OR EXTRUDED GUTTER MAX. DISTANCE TO HOST STRUCTURE FASCIA AND SUB -FASCIA WALL 3r WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL 14 FASCIA - DETAIL 5 SCALE r - V-V 0.05.14CHANNEL OR GUSSETS COMPOSITE 2 x 3 EAVE RAIL BEAM-SCREENROOF 0 POST TO BEAM FASTENING V�_ I>(SEE TABLE IA) a°,SCREEN rnA a= A(MAY FACE IN OR OUT) A ® REQUIRED TWEE BRACE A A 0 MINIMUM SIZE AND ® A ®N CONNECTION (SEE TABLE 1.7) ATTACHED NO MORE THAN V �NGTM E: ABOVE TOP OF GUTTER HOST STRUCTURE ROOFING (2) r LAG SCREWS (SEE A A SECTION 9 FOR SCREW SUES) r STRAP LOCATE AND — FASTEN PER STRAP — — — — LOCATION DETAIL PAGE 4 ® SOFA r x r x OABr ANGLE EACH A® SUPER OR SIDE (3) EACH 08 S.M.S. EACH A EXTRUDED LEG INTO POST GUTTER BEAM CAP (SEE PAGE 4) MAX DISTANCE TO OPTIONAL 3/B- LAO SCREW HOST STRUCTURE AND 3/4- FERRULE WALL W WITHOUT FASCIA AND SUB -FASCIA SITE SPECIFIC ENGINEERING IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL 0 FASCIA - DETAIL 6 SCALE: r a 1'-W (2) r SCREWS (SEE SECTION 9 FOR SCREW SIZES) r x _• x 0.050' STRAP EACH BRACE CONNECTION AND (2) 08 x 1, FASTEN R OR UDED TER F 2-11r MAX. DISTANCE TO HOST STRUCTURE WALL 36• WITHOUT SITE SPECIFIC ENGINEERING NONSTRUCTURAL BRACE CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: r e VW FASTENER SIZE, NUMBER AND PATTERN (SEE TABLE IS) (2) ANGLE STRAPS OR FERRULES REQUIRED (3) 010 x W S.M.S. EACH FASTENER SIZE. NUMBER AND PATTERN (SEE TABLE 1.6) 'os ee 000 00 000 0 LL:00 :: NOTE IF HEIGHT FROM GUTTER TO BEAM IS GREATER THAN V-V A KNEE BRACE IS REQUIRED eee eee eee • • • (9) 012 x llr TEK SCREWS THROUGH ANGLE INTO SUPER GUTTER FASTENER SI. NUMBER AND PATTERN (SEE TABLE 1.8) BEAM AND UPRIGHT EXTRUSION SUES (SEE TABLE 1.1 AND 1.3) SUPER GUTTER TO UPRIGHT WITH ANGLE CONNECTION DETAIL SCALE N.T.S. BEAM -SCREEN ROOF AA 0.050' H CHANNEL A A OR GUSSETS __ AA lee Go AAA 4S t LENGTH OF TWEE BRACE MINIMUM CANTILEVER BRACE 2' x 3- x 0.050' OR EQUAL TO POST SIZE USE (BRACE DEPTH 0) REQUIRED NUMBER OF 010 x 9N6' S.M.S. EACH SIDE BEAM TO WALL CONNECTION (SEE SECTION 9) ANGLE (SEE SECTION 9 FOR SUE AND NUMBER OF SCREWS) ANGLE LENGTH EQUAL TO BRACE DEPTH PLUS (+) C ATTACH EACH ANGLE TO FASCIA PER SECTION 9 COMPOSITE r x r EAVE RAIL BEAM TO MIN. POST (SEE TABLE 1.6) C= C42 J wi— � W c�L IIII �UI a A A A A A o e A A A A A A m A WIDTH REQUIRED OVERHANG —k FOR GUTTER DIMENSION CANTILEVERED BRACE CONNECTION TO WALL AND FASCIA DETAIL SCALE r e V-W (3) 010 x 21/r S.M.S. G MINIMUM r x C FASCIA RAFTER TAILS OR r O.C. MAX W/ r x 6- SUB FACIA I 1,110- RECEIVING CHANNEL OVER BEAM ANGLE PROVIDE 0.060- SPACER ® RECEIVING CHANNEL ANCHOR POINTS ANGLE, ANCHORS, AND RECIEVING CHANNEL PER SECTION 9 w NOTCH ANGLE FOR GUTTER MUST REMAIN FOR ANGLE STRENGTH r x 7 x 0.05V MIN. W/ (4) 010 x 314' S.M.S. FOR LARGER BEAMS USE (BEAM DEPTH t11) FOR NUMBER OF SCREWS (SEE SECTION 9) CANTILEVERED BRACE CONNECTION Cd! FASCIA (END VIEW) SCALE r a 1'4T uj — cm ash a)��Y u.i LL x macc??$ _.I c� R 0.5 OF 14 • PANELS/ELEMENTS UNBRACED BY HOST STRUCTURE TO BE BRACED BY DIAGONALS IN PERIMETER PANELS (MIN.) ELEMENTS BRACED BY HOST 0 STRUCTURE CONNECTION BEAMS AND / OR PURLINS HOST STRUCTURE ELEMENTS BRACED BY /--0 DIAGONALS CABLE OR K-BRACING ON WALLS) / ♦ 02 I/ TYPICAL LAYOUT BEAMS OR PUR INS CABLE OR CABLE OR K41RACING K$RACING ON WALLS) ON WALLS) EACH DIAGONAL TO BE 2 x 2 (MIN) ROOF OL AGONAL, FASTENED EACH ENO W/ (2) MEET WALL AT WALL EACH 010 S.M.S. (MIN.) BRACING AT CORNERS M?.) (POOL ENCLOSURE SCREEN ROOF MAY BE FLAT. GABLE, MANSARD. DOME. OR HIP) POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN VIEW SCALE: 1/4• - 1'4r CABLE BRACING General Notes and Specifications: 1) The toUowkV shall apply b Ore tr aWlsom of cables as adglwial bracing 10 DIAGONAL 1 -1 far pool a) FRONT WALL CABLES - 7 x 7 OR Tx /9 STAINLESS STEEL CABLE DIAMETER TOTAL ALLOWABLE WALL AREA 3/d2' 233 Sq. FL / PAIR OF CABLES 445 So. FL / PAIR OF CABLES ' TOTAL WALL AREA -100% OF FRONT WALL ♦ SO% OF SIDE WALLS EXAMPLE: FRONT WALL AREA ® 100% (6' x 32) - 250 Sq. Ft SIDE WALL AREA @ 5 (d' x 20l - 60 S4 Ft TOTAL WALL AREA - 336 Sq. FL 233 Sq. Ft x 2 sale - 466 Sq. Ft > 336 Sq. FL; fits Ism aft d 3rdr cables Is requhad. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER SIDE WALL CABLE'• 9/32' ONE PER 233 Sq. FL OF WALL ONE PER 445 Sq. FL OF WALL •• SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. FL /� A EITHER A OR B -ikk4 - 1' x r x 0.12r CUP AND (4) B MIN. (2) CLAMPS REQUIRED 010 x 9/4• S.M.S. EACH SIDE FOR CABLES ®® 0-00060 WELD EYE BOLTS CLOSED (TYP•) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1 SCALE: r - V-v CONNECTOR MAY BE (2) ANGLES. INTERNAL V CHANNEL OR EXTERNAL V CHANNEL EACH SIDE OF CONNECTING BEAM WITH 0 PRIMARY BEAM SCREWS (PER SECTION 9) (SEE TABLE 2.1.1 ® AND/OR TABLE 2.12) CARRIER BEAM (SEE TABLE 2.1.3) MIN. NUMBER S.M.S. ® 314• LONG REQUIRED IS EQUAL TO BEAM DEPTH EXTRUSIONS W/ INTERNAL (SEE SECTION 9) SCREW BOSSES MAY BE CONNECTED W/ (2) 010 x 1-Irr INTERNALLY CARRIER BEAM TO BEAM CONNECTION SCALE: r - V-V ANGLE OR RECEIVING CHANNEL I A PRIMARY BEAM (BEE TABLE 2.1.1 AND/OR TABLE 2.12) o BEAM TO WALL CONNECTION: (2) r x r x 0.060' EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM (2) 3W x r LAG SCREWS PER SIDE OR (2)1N' x 2-1/4• CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' (ALTERNATE) (1)13/4• x 13W x 1,V4• x 1/6' INTERNAL U-CHANNEL ATTACHED To WOOD WALL WITH MINIMUM (3) 3V x r LAG SCREWS OR (3)1W x 2-1W CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN r CARRIER BEAM TO WALL CONNECTION SCALE: r - V-V EAVE RAIL I 4• x 4' x 0.06r PLATE �41 r x r x 0.044• BRACE (TYP.) a (5)010 S.M.S.(MIN.) y P x 1-1Q' x 6' FLAT BAR Cr7 �1 <Z ® ® ® ® L�. A ® I■III 0.135• PLATE OUT ON 4S ANGLE EYE41OLT OR TURNBUCKLE FOR CABLE TENSION �J STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS 0 CORNER - DETAIL 1 t, SCALE r - 1'4• iIAB 11 MIN. 2-W x 1314' CONCRETE ANCHORS TYPICAL CABLE CONNECTION AT SLAB DETAIL - DETAIL 2 SCALE r - V-0' SELECT ANCHOR FROM TABLE 94A MIN. SHEAR 6070 FOR 3rdr CABLE AND 4450 FOR 1B' CABLE. FOR 3rd2' CABLE 3V x 1-1r1' CONCRETE ANCHORS (MIN.) \ 2500 P.S.I. CONCRETE 6 x 6 -10 x /0 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS Q FOUNDATION - DETAIL 2 SCALE r -1'-0' r— r x r x 0.125• ANGLE STAINLESS STEEL CABLE L.�j:7t-u,- !jj (SEE TABLE) NOTE SEE GENERAL NOTES A SPECIFICATIONS (THIS PAGE) 1/4' x 1-1/4' EMBEDMENT FOR NUMBER OF CABLES EXPANSION BOLT ® 24- O.C. REQUIRED. 1 x 2 SOLE PLATE SEE TABLE 1.11 FOR REQUIRED QUANTITY OF O10 x 3/4• S.M.S. K-BRACING CONNECTION DETAILS SCALE: r - V0 2-1W x 1-1W CONCRETE ANCHORS (MIN.) 1 DISTANCE FROM EDGE OF SLAB - 6(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 3 SCALE r -1'-0' 7 OF 14 SCREWS OR THRU-SOLTS (SEE SECTION 9) POST SIZE r x C MAX. 1' x r EXTRUSION ANCHOR W W TO CONCRETE W/ CONCRETE ANCHORS WITHIN 0 p MIN. 31/2' SLAB 2500 P.S1. 8' OF EACH SIDE OF EACH 0 CONCRETE 6 x 6 -10 x 10 POST AND ® 24- D.C. MAIL o WELDED WIRE MESH OR SELECT CONCRETE ANCHORS FIBER MESH CONCRETE PER SECTION 9 POST TO PLATE TO CONCRETE DETAIL SCALE: r - V V r x r x 0.08r ANGLE EACH SIDE ATTACH TO POST AND CONCRETE ® LOAD BEARING WALL W/ (2) MIN. S.MS. (PER SECTION 9) EACH SIDE MIN. 3.1/r SLAB 25W P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS POST SIZE r x 4' MAX. (SEE TABLE) 1• x r EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 8' MAX. EACH SIDE OF EACH POST AND ® 24" D.C. MAX OR THROUGH ANGLE AND ® 24- D.C. MAX SELECT CONCRETE ANCHORS PER SECTION 9 ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL SCALE r - V-V 1• x r EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS W MAX. EACH SIDE OF EACH POST AND ® 2C O.C. MAX SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1? SLAB 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE POST SIZE r x 4• MAX. SIDE WALL POST TO PLATE TO CONCRETE DETAIL 1• x r EXTRUSION ANCHOR TO CONIC. W/ CONC. ANCH. 8• MAX. EA. SIDE OF Ell POST AND ® 24- D.C. MAIL SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/r SLAB 2SD0 P.S.I. CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH CONQ ALL CONCRETE ANCHOR BOLTS TO BE RAWL EXPANSION BOLTS OR EQUIVALENT SECONDARY Y SCREEN r x (d- 2*) x 0.083• ANGLE of VARIES SIDE OF COLUMN (SEE (4• SHOWN) �— PRIMARY r x r x 0.080.06rEACH SCHEDULE THIS PAGE) ANGLE EACH SIDE 2318' BRICK PAVERS ® ® (2) #10 x 314• S.M.S. EACH SIDE THIN SET BETWEEN ® ® CONCRETE AND PAVERS 1' x r O.B. BASE PLATE (TYP.) r MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB CONCRETE ANCHOR (SEE SCHEDULE THIS PAGE) e + 3000 P.S.I. CONCRETE .e GRADE NOTE DETAIL ILLUSTRATES • 1-1/4• (MIN.) CONCRETE TYPICAL 2' x 4' S.M.B. ANCHOR EMBEDMENT COLUMN CONNECTION r (MIN.) (MIN.) SEE SECTION 9 SIDE VIEW PRIMARY r x r ANGLE TYPICAL SELF MATING OR (SEE SECTION 9) SNAP SECTION CONCRETE N CHOR THRU PRIMARY ANGLE ' (2) Ih0 x 314' SM3. EACH SIDE 1• x r BASE PLATE (TYP.) CONCRETE ANCHORS _ ® 24* D.C. 2.918' BRICK PAVERS 4 ' I . 1-1/4' RETE 11 ANCHOR EMBEDMENT THIN SET BETWEEN MAX, SPACING ZV O.C. CONCRETE LAYERS () FOR BOTH SIDES 3000 P.S.I. CONCRETE FRONT VIEW 2' x C OR LARGER SELF MATING SECTION POST TO DECK / PAVER DETAILS SCALE 2' - V4r CONCRETE DECK EDGE rxr PRIMARY ANGLE VARIES 1- (MIN.) rxr,2*xTORrx4• HOLLOW SECTION 5d (MIN.) (SEE TABLES) MIN. (3) #10 x 1-1W S.K& INTO SCREW BOSSES 1' x r O / B BASE PLATE (1 YP.) 2 • x S.M.B. COLUMN MASONRY ANCHOR ® 6• Ell SIDE OF POST AND ® 24.O.0 $/0 x 3u• s MS (TYP.) MAX. SELECT CONCRETE ANCHORS FROM SECTION 0 HOLLOW POST TO BASE DETAIL SCALE: r -1'4r - POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTS General Notes and Soeelflesoons• 1- The uPM bed on a pod I "I mhhhe uprigtd Is cab eNd e,1R the beam span x The beam spacing x the soeen bad of 7A / Sq. FL EXAMPLE -- FOR A r x 6' BEAM WITH A SPAN OF 2T AND A BEAM a UPRIGHT SPACING OF T USE: 112 x 2T x T x 7/11 ft FL - 50.50 UPLIFT 2. Table 1 A of ft maeual uses fhe worst case beds ford oases. 3. In a0 eases there must be a primary archer wIM W of each side of the updghL DETAIL ILLUSTRATES TYPICAL r x C SAA.B. THRU r x 9' SUB CONNECTIONS SCREEN MIN. (S)SOLT/ANCHOR 0 BOLT 0 ANCHOR 1/4 1-1A4- 1 3V 1-7/8' SECONDARY r x r x 0.06r ANGLE (SEE SECONDARY ANGLE ANCHOR SCHEDULE AND SECTION 0) CONCRETE ANCHORS INTO PRIMARY AND SECONDARY ANGLES \ A10 x 3/4• &MS. 24. OTC FOR SAS. TOP VIEW POST TO DECK DETAIL SCALE: r a V4r SECONDARY ANGLE ANCHOR SCHEDULE COLUMN SIZE &MJLOR SB TOTAL CONCRETE ANCHORS TOTAL 010 x 3W SAIL& 2 x 3 (2)1/4• 4 2 x 4 (2)1/4• 6 2 x 8 (4)114• 8 2 x 7 (4)1/4• 12 2 x 8 (6)1/4• 14 2 x 9 (6)1/4• 16 SEE SECTION 9 FOR ADDITIONAL ANCHOR INFORMATION BEN Ir VARIES 1' x r O-B. BASE PLATE (TYP.) �� 1• SECONDARY r x (d - 2")x 0.06r ANGLE EACH SIDE OF COLUMN W/ $10 S.M.S. (SEE SCHEDULE THIS PAGE) ' 4 CONCRETE ANCHOR (SEE SCHEDULE THIS PAGE) — NOTE DETAIL ILLUSTRATES TYPK'J1L r 4• - 2' x r x 0.067 PRIMARY ANGLE EACH SIDE #10 x 3f4' S.M.S. EACH SIDE 4= (SEE SCHEDULE NEXT PAGE) C/7 1• MIN. EDGE DISTANCE y FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB OR 11 FOOTING GRADE TWAT 1-1/4- MIN. CONCRETE ANCHOR EMBEDMENT x S.M.B. COLUMN r r CONNECTION (MIN.) (MIN.) SIDE VIEW CONCRETE ANCHOR THRU TYPICAL S.M. OR SNAP PRIMARY ANGLE SECTION COLUMN CONCRETE ANCHOR THRU (2) 010 x 3/4• S.MS. EACH SIDE ANGLE OR WITHIN r OF PRIMARY r x r x 0.0$r L UPRIGHT IF INTERNAL ANGLE SCREWS INTOSCREW 441 BOSSES I' x r BASE PLATE (TYP.) 4 '• 1-1/4' MIN. CONCRETE NOTE SELECT CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1A 6' (MAX) 6' (MAX) 30M PS.1. CONCRETE MAX SPACING 24. O.C. FOR BOTH SIDES FRONT VIEW 2' x 4' OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: r - V0 SOLID COVER ATTACHED (PER SECTION 7 DETAILS L VARIES (2)!10 x 1? S.MS:.� SUPER OR EXTRUDED GUTTER ATTACHED TO BEAM WITH 2-1/P LONG S.M.S. SELECTED FROM SECTION 9 FOR BEAM SIZE SPACED AT 24.O.C. FOR ALLOWABLE SPANS OF SUPER OR EXTRUDED GUTTER AND CARRIER BEAM (SEE TABLE 1.10) BREAK FORMED OR EXTRUDED END CAP W/ INSULATED PAN ROOF OR COMPOSITE ROOF PANEL OPEN WITH PAN ROOF. ALUMINUM BREAK FORMED 0.040' X r Z STRAP OR STANDARD L STRAP W/ (2) 010 x 3W S.M.S. OR 1/4. THRU- BOLT AND 1/r PVC OR EQUAL FERRULE ® 24. ON CENTER SAL OR SNAP SECTION r SCREEN \ ROOF BEAM I VARIES (2) 314• CORROSION RESISTIVE AND WASHER HEADED SCREWS (PER SECTION 9) NOTE I BEAM MAY BE ATTACHED TO SUPER GUTTER AND SOLID ROOF TO S.M.B. PROVIDED A 1/r P.V.C. OR EQUAL FERRULE IS PROVIDED ® EACH BEAM (� SUPER OR EXTRUDED GUTTER - SOLID ROOF / SCREEN ROOF COMBINATION V SCALE r - 1'-W OF 1 ALUMINUM FRAME SCREEN WALL ANCHOR ALUMINUM FRAME TO WALL OR SLAB W/ 1/4' x 2-1/4' MASONRY ANCHOR W/ IN r OF POST AND ® 24' O.C. MAXIMUM CONCRETE ANCHORS SHALL EMBED INTO CONC. THROUGH CAP BLOCK OR BRICK 1-lir MIN. ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRIO( OR OTHER NOW STRUCTURAL KNEE WALL 1' WIDE x 0.083' THICK STRAP EACH POST FROM POST To FOOTING W/ (2) OHO x 3/4' S.M.S. STRAP TO POST AND (1) 1/4' x 1314' TAPCON TO SLAB OR FOOTING CONCRETE CAP BLOCK OR BRICK (OPTIONAL) 8- x 8' x 18- BLOCK WALL (MAX. 3r) (1) 44 BAR ® CORNERS AND 1470O.C. FILL CELLS AND KNOCK OUi' BLOCK TOP COURSE W/ 3000 PSI PEA ROCK CONCRETE DECK OR GROUND LEVEL RIBBON FOOTING OR MONOLITHIC IF MONOL nMC SLAB IS USED (SEE NOTES OF DETAILS NEXT PAGE) (2) A 4 0 BARS MIN. 2-IrZ OFF GROUND (1) 0 4 0 BAR CONTINUOUS KNEE WALL FOOTING FOR SCREENED ENCLOSURES SCALE 1R- a 1'-0' ALUMINUM S11I r TURE (SIDE WALL ONLY) FOOTING 2500 PSI CONCRETE W/ (1) 05 0 BAR CONT. BARS MIN. 2-1R' OFF GROUND RIBBON FOOTING - TYPE 1 SCALE: 1R- a IW t -T 1-lr� ALUMINUM STRUCTURE (ALL FRONT WALLS) FOOTING 25W PSI CONCRETE W/ (3) 030 BARS CONTINUOUS BARS MIN. 2-lir OFF GROUND RIBBON FOOTING - TYPE 2 SCALE: 1/l a 1'-0- 1/4' x 8' RAWL TAPPER THROUGH 1- x r AND _ ROWLOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1' WIDE x 0.083- THICK STRAP ® EACH POST FROM POST TO FOOTING W/ (2) #10 x 314' S.M.S. STRAP TO POST AND (1)1/4' x 1314' CONCRETE ANCHOR TO SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL CAP BRICK a BRICK KNEEWALL TYPES' C/2 MORTAR REQUIRED FOR LOAD BEARING BRICK WALL J 4- (NOMINAL) PATIO C= CONCRETE SLAB W/ 8 x 8 - W 10 x 10 WELDED WIRE MESH c -j OR FIBER MESH CONCRETE '■III (1) 45 0 BARS W/3- COVER (TYPICAL) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE 1R' ■ 1'4r (3) 03 BAR OONT. (2)#3 BAR CONT. (1) YS BAR CONT. (1)058ARCONT. 7-w MIN. 3.1/P (IYP. r-- _ t �: • ' �• BEFORE SLOPE ALL SIABS) �. :.: •- 8' 1' TYPE I TYPE 0 TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-r / 1r r l 1r -1'-1(r > 11-10r NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE BEAM SIZE IS r X 8. OR LARGER. THEN A TYPE 11 FOOTING IS REQUIRED. SLABS SWILL BE A MINIMUM OF 31? (4- NOMINAL) THICK. 2. THE FOUNDATIONS SHOWN ARE BASE ON A MINIMUM SOIL BEARING PRESSURE OF 1.500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED. PRIM TO PLACING THE SLAB. BY FIELD SOIL TEST OR A SOD_ TESTING LAB. & THE SLAB / FOUNDATION SHALL BE CLEARED OF DEBRIS. ROOTS. AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM $500 PSI CONCRETE WTIM 8 x 8 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE LOCAL CODE GOVERNS. SLAB -FOOTING DETAILS SCALE 1R--1'4r W a5N w a m$ 3 6 0 512 ti OF {--{ 1.00' I I A - 0221 In' --}t, WT - 0.253 Pm.0. 044' 8 be - 0.124 In.• UU W Sx = 0.1251n! 6063 - T6 1" x r x 0.044" OPEN BACK SECTION SCALE: r a 1'-C' r2.00'i Aa0.360h• WT = 0.443 plf. 0.044',ff+�t be a 0212Sc-0214Imh' 8083 - T8 2" x 2" x 0.044" PATIO SECTION SCALE r a ro' rzor Aa0.450h' WT a 0515 pJi OASV + tx a 0251 W._,L Sx a 0254 h' 606:3-76 2' x 2" x 0.055" PATIO SECTION SCAM r -1'4Y r200'l A a 0.4751n.' wr a 0.544 PM. + be a 0.655 W 0.045' Sx - 0.372 h' 6063 - T8 0.045" PATIO SECTION SCALE r - VW �2� 1 A - 0.885 b1! wr = 0.785 pif. 0.050' + $ be a 1.393 h' Sx a 0.697 h' I• -1 em-Ts 2" x 4" x 0.050' PATIO SECTION SCALE 2' ■ 1'47' rZoIr I A - 0.5501n! WT a 0.630 plf. + tx-OANh4 0.045' Sx - 0.464 W -11 6063-TO r x 3" x 0.045" SPECIAL SECTION SCALE r a 1'4' T 3.0W(r A a 0.466 IV Wr - 0.533 plf. }, be - 0264 h4 Sx a 0266 hL' - 6063 - T8 r x 2" x 0.045" PATIO SECTION SCALE r -1'-0' Aa0.607h' r2wi wr - 0.696 pm. 118 x 1-1l2' S.M.S. 0 6' FROM UPRIGHT: ENDS. TOP OR BOTTOM AND 0.044' Ix a 0.631 WSx - 0.425 h' 0 I O.C. q2A M: BEA0.044' ly a 0.370 h• Sy - OJ74 h' 6063-TO lox 2" x 0.044" OPEN BACK SECTION WITH r x 2" x 0.044" PATIO SECTION SCALE r - Nr t2.00''r 1 I h A-O.M' #8 x 2-1/r SANS. 0 W FROM wr - 0.885 Pit UPRIGHT: ENDS. TOP OR BOTTOM AND 018' O.C. OR PILOT HOLE W/ 0.044 + a W - 0.968 h' S( -0.896 he CAP AND (1) 08 x 1rZ SALS. --i BEAM: WrERNAL 6' FROM ENDS. TOP ly - 0.493 h4 Sy a OA99 h' OR BOTTOM AND 18' O.C. 6003 -TO r2.OV A a 0.697 In.' wr a 0.798 plf. bt a 1.774 h4 0.038' -Fg Sx a 0.877In.' 0 6083 - T8 STITCH W/ (1) 06 S.M.S. 0 24. O.C. TOP AND BOTTOM rx4'x0.044"x0.100" SELF MATING BEAM SCALE: r a 1 V Aa0.874Yt' WT a 1.002 pit Ix - 3-MM 1rL4 Sx -1.348 h' 6083-TB STITCH W/ (1) 08 S.M.S. 0 24.O.C. TOP AND BOTTOM 2" x 5" x 0.050" x 0.100" SELF MATING BEAM SCALE: r - V-V 200' 0.050' + fi2OWIW Aa0.988h' }Wr-1.132pJ1 0.050' + S be - 5.409 h4 °D Sxa1.7%h' 6003-TO [jd STITCH W/ (1) #8 S.M.S. 0 24. O.C. TOP AND BOTTOM 2"x6"x0.050 x0.120" SELF MATING BEAM SCALE. r -1-V A -1.162 h' Wr a 1.331 pif. 0.05r + be a 8.244 h' Sx - 2.345 h' sm-T6 0 STITCH W/ (1) 98 S.M.S. 0 24 O.C. TOP AND BOTTOM 2"xrxO.055"xO.120" SELF MATING BEAM SCALE. r a 1'-V A - OA34 h' WT a OA97 pJ1 bca 0.549 h' Sx a 0.387 Iris am-T6 2" x 3" x 0.050" TILT SECTION SCALE r a Nr r x 2' x 0.044" PATIO SECTION WITH r x r x 0.044" PATIO SECTION SCALE r a 1'-V { 2A V I }, 200' a A--o.7 h'05 pJ f. WT .7r UPRIGHT: tx a 0.584 IV Sx - 0.399 In." 0.044' + ly - 0.393 IV Sy = 0.394 h' h AaOM4' wra0.6wpJf. f�,, 0.050' + $ be a 0.55 I Sx a 0.554 h' 8083 - TB 8083 - T8 r x 4" x 0.050" TILT SECTION 1" x 2" x 0.040" SNAP CAP SECTION WITH SCALE' r -1'-W 2" x 2" x 0.044" PATIO SECTION SCALE: r -1'-0' r200. I o A-1.737h' 0.07? + $ Wr a 1.990 plt o bc-15.828 W Sx a 3.956IV 6083 - TO STITCH W/ (1) 88 SACS. 0 24. O.C. TOP AND BOTTOM 2" x 8" x 0.072 x 0.224" SELF MATING BEAM SCALE r ■ 1%V r2ZW A a 1.915 h' Wr-2.195pM. be - 21.886 hw 0.07r + Sx - 4.859 h' 6063-To 11 STITCH W/ (1) $6 S.M.S. 0 24' O.C. TOP AND BOTTOM 2' x 9" x 0.072" x 0.224" SELF MATING BEAM SCALE: r -1 0' 1' r2ar� 4= oClem 4J7 A - 2235 h' JJI C= 0.011r + Wr - 2.561 pJ.f. ' ■~' • bc-25532h' h' nil III 8 60T6 STITCH W/ (1) S8 SAtS, 0 24. O.C. TOP AND BOTTOM r x 9" x 0.08r x 0.306" SELF MATING BEAM SCALE r -1W A-1784h' wr a 3.190 pJJ. be - 39.5M h4 Sx a 7.903 h' 8063 - T6 STITCH W/ (1) 08 S.MA. 0 24- O.C. TOP AND BOTTOM r x 10" x 0.092' x 0.369" SELF MATING BEAM SCALE r-V-V + T1 E 9 T1 w ---�k GUTTER EXTRUSION (GE) AlloyIn. W H 1:1 1:2 1 SxL3.40 S RxSectlon in. In. In. tAix In. In.in. In. In.E:63 Guttor Edg9 4 H18 0.08 0.08 4.05 0.08 1.8 145 H2 4 1.88 1.41 5 Ht 5 0.08510.0651 0.981 2.45 I 4A3 0.73 ml 1.80 1.59 2.14 H2 4 1 1.49 1.74 a�" Vl cog w ,D d 0 io N OF {--4.00'--I A a 3.474 W WT a 3.981 plf. aa31.657U.' Sx a 7.895In! am -To STITCH W/ (1) 08 SAALS. 0 24• G.C. TOP AND BOTTOM OF EACH BEAM (22) 2" x 8" x 0.072" x 0.224" SELF MATING BEAMS SCALE: r a 1'4r A a 3.831 In! WT a 4.390 plf. Ix a 43.7T2 W Sx-9.718hb' 6063-TO STITCH W/ (1) 06 S.K& 0 24.O.C. TOP AND BOTTOM OF EACH BEAM (2) 2" x 9" x 0.072" x 0.224" SELF MATING BEAMS SCALE: r a V V r-4.OT--i A = 4.171 in' WT a 4.TM plf. a = 4GA14 IrL4 Sx a 9.3171n! 8083-T9 STITCH W/ (1) 08 S.M.S. 0 244 O.C. TOP AND BOTTOM OF EACH BEAM (2) 2" x 8" x 0.072" x 02W SELF MATING BEAMS W/ 2" x 4" x 0.038" SCALE: r a Nr T--4.OV--{ Aa4M7hs Wr a 5.188 pJl a a OL074 60 Sxa11274h' am -To STITCH W/ (1) 80 S.M.S. 0 24. O.C. TOP AND BOTTOM OF EACH BEAM (2) 2" x 9" x 0.072" x 0224" SELF MATING BEAMS W/ 2" x 4" x 0 038" SCALE 2' a IW r-4W--1 A a 4A70 h1.' WT a 5.122 pJl a a 51.064 tm, 6063 - T6 STITCH Wl (1) 08 S.M.S. 0 24- O.C. TOP AND BOTTOM OF EACH BEAM (2) 2" x 9" x 0.082" x 0.306" SELF MATING BEAMS SCAIE r a Nr r-4.000'-I 0 F� �J A a 6249 K' y WT a 7.160 pJ1 C= a"101.448bl SM-70 nnnl STITCH W/ (1) 88 S.M.S. 0 24- O.C. TOP AND BOTTOM OF EACH BEAM (2) 2" x 10" x 0.092" x 0.369" SELF MATING BEAMS WITH 2" x 4" x 0 038" SCALE: r a raV A=5588hL' r2.0(r A"0.5 hO WT = 6.380 Jl p II W- plf. aa79.158h�4 0.304 b a a o.304 a�4 O'W + 0 Sx=03Win' Sx =15Jl hs 6063 -TS 6063-TO W r M Wl (1) N SAt& 0 24' G.C. 2" x 2" x 0.036" SNAP EXTRUSION TOP AND BOTTOM OF EACH BEAM SCALE. r a Nr (2) 2" x 10" x 0.092" x 0.369" SELF MATING BEAMS SCALE: r a VW r4.00'-+( Aa8.167h1.' Wr a 5.920 pJl Ix a 69.782 W Sx a 12J3881a' 6063-To STITCH W/ (1) 08 S.M.S. 0 24.O.C. TOP AND BOTTOM OF EACH BEAM (2) 2" x 9" x 0.082" x 0.306" SELF MATING BEAMS WITH 2" x 4" x 0 038" SCALE r a V-V r2.wI Uj r2w A-1213W a !9 F, r7lA a 0.529 he WTa/.390w 0.08r + o a a 6.498Im Z VVT a 0.606 plf.Sx 0.04V + a a 0.728 ht4 a 2.168 hi' 6083 TS 4 C Io _ Lil n Sx a 0AW hm! Im O 8oe3-To W 2" x 3' x 0.045" SNAP EXTRUSION 2" x 6" x 0.062" SNAP EXTRUSION SCALE r a 1*4r SCALE: r a l -w fag 4 5 2(r2W lAa1.325W A a 0.610 ' ,wra1.518pllhl. aasr + a as 9.375 b�.4 Fs Wr a 0.699 pit 0.045' Sx a 2.681 ' hl.+ a=1.4621n.4 600 - T6 EAL Sx =0.L' 732 h s 8089-TS 2" x 4" x 0.04S" SNAP EXTRUSION 2" x 7" x 0.062" SNAP EXTRUSION 11 SCALE r a 1'4r SCALE r a Nr OF Table 1.1 ASowable Spam For Primary Seven Roof Fnune Members Aladman Awry SM T4 ForAmws wan wind tads 140 MPJL or Lon W La9bdn Below S -3r4r omm (Jaalae mft FL) lb0or 6adbM T Lood wMm W ■ Sum spedwa rr rr sr rr rr • sr rr Allowable t• / lea 0 V or de leeaon V r a r x o.ow rap' d I Tr d r,2' d rr in s 2• b sr b s-!i e r a r x o Gee' T-T d TS d 6 r b si• b 5-11• b rxra 0.o4s` �b.41 on -tor brT b r-T b ra4'aoAsr tar s a-1r in s-11 ..e I sap• • b sd b sw Ydbg 6eeeerr Led W1M w ■ Sum ftfs- rr rr err rr rr rr r r Abimabb Span V / herding VordeMcdon V r x 4• x o.OM x 0.I0r MY d I IF-r 0Md3V3 17r b r b 11'r b 11'r b raraalso- a0.1or 21'r d Ivr d/sr b` r b 14•r b 13'r b lara0AS0'a0.1tr 21'-/1• d .rtd 0 /rap• b 1T•11• b ire b 1rr b larx0A5rxallr err 2r•1••d 7.1• b WW b I" b 1r-1• 6 r x r t 0A7! x OJ24' War d '27d d ra' d 26'-7' b 24'-ion b 27-e' b r:Q=f 3r- r d Sr? d 1-T d 28r b 2r-r 2e'-11• e r x r x oASr x UJI V 4P-1 r d ]r-r d3r.T d 3r-T d 2rr b 2r r brator:oASrx0ip' Orr d M-rdrr W-r Sr-lr d 37-r crap eedla■ Load srietn w. arm 3'-r Irr rr rr rr rrI rr AOorabb am i / bwWkw V or deRecOm V r x r x 140 r-T d e'r d r-1• d r-r d rJ• d s-11• 6 rr e rarxUAW 12-1r d irr d 1W 0' d /a-r crap• b rr b rJ• b rs4•xoAw ls-r d W-V 17r IF b Ile b /err b 1a-r b rxrxcmr -r d 2/d d 2rr d 21-1• d ter 0 /rr 0 1T4 rxrxoAer 3ar d 2ra' d 2v4• d 27r 0 21'41• bl W-W b Ir4' 0 Now 1. TNcbwnwws drown am * w~ bxlubp abroad tlaahoaa Nod eddarse caws be bu flan CAW. 2. Ths abunScows dse11 ubg ehb SOCOM Od be Wftd to a nmawan span and WW WON of eon and a nnahfreon hidhe*dd2r.60umanWWownfreearsedWMadbaprAeaa' 'a. S Spabaebhdanamh*mnd/fe/saFLltrteba/4CMPJLwbdbd. 4. 8pm b nwwwd OCm mdwd Oaan W verbOd mhhrdbrh b ftmb w d merdbn. a Above open do nd bride brhglh Blow b ua Add bhodmhbi bnO d bw erww 10 above apane f r bbl bean spwa a Puft apwbh OW not wmads-r. Fur been apnswedwOw4adfrboondfrcad,rpasnand aft pa0n for ew* 14W an each ddo of fr Cwdw pwbh done hx*rdn bhrd emeLip ws dham b debo (Ivr) span wteh poet d r- r o.a mdw PM W R) pwaw eodn ride d mftr posh hrd bled bntdrhA Emw4ftIBM Vfor ra41xOASrh000rudiNhwdhw.sr • irr Table1A Allowable Pad/ Upright Heights For Secondary Semen Wall Frame Members Ak=hwwu A0W GM T4 Fw 3 nand wind gust d weloelb ef/2a NM «an appOod bad d l4 G/ oa fL• edcSww Ar lbrlaonWs Faebnwd T* ►oats sash Caew Bedbr As Ho menWe Feebmw To Pools Thmah ace 1049 Sear Beeson Tdbubov NsOor salbrw Led wMah w Vordenecoon x x a x : a -1 - eselbM Albrebb w V «desaibn 1! a x • Fw a0oweble' IIN d wbd wdocMn ~dmh 12a W4L ewe aMwebw mbb iA a ace apedBodbrw for Wdu pogo d uiebegtahbhg of Old 000tlsw wed wxarpb baba NaOC 1. TM dow w as dam we lhaobd Mobil donewd Islwwhoaa No wd OhtJahese dwo bt bus Oho a.04r. 2. Lbbe eawdn pad uIM 1M sdad gK Iwhgea &Abwmq � do od bkde brgb ded w. bboAdd IhogOn drbahW lohoe brww b above qp for toed 4. SaespdRcwigneekhgrwLWdbrpoClsrhdoawwdovw2abmowhwxdlW�R a SpanbbbsnwwI I thanovdwdbdanhWgx%Moomneeoabboob«danmcft. a ch*mrdrxrxuwnhhWonto®3rbadgdombemhd' sehaeI- 9domma0sProvided OW in dlbdrd wen n*L (3) #10 x MIT 8M 8 brio don saw bows W do rot waned rr In spwL MmnWW To adaubdb o0orabb hW& d /40 WH wbW wdody ler: r x 4• x oAw Hoonw aedon ws Nwbmw Fab nd b Pat va Cope wm W e rr i.Fbd1rd12aMPlt H•9-1• 2. CCnwt Tr b deebul /sat H • r-1' ■ OAF 3. salad 0r approprida nn ftQw can Me axnwdm bleb IA bwxb an eon epsdOwOan lags d fw begbwdng cede ssdb► - If eon Mod Is beowo by V us aeroft muMpor. 60w hoW b fabwed by V un Deftct on w~. 4. Mrdoply h*N In doe' he by dppoprbte mdbgow. wdi40MPHb 9.0rxo8e.7A -V-V Table 1.2 Allowable Spam For Secondary Screen Rod From Members AMdman Allah Sap T4 For Area with Onnd Loads 140 M.PJL or Lon and Laabrdn 6dor 30 4W-Or Nano (. eosenv sq FL•i see0ons Fubned To Sawn. WRh Cite Wn. sedlons Tdbutivy Lood WWM tor. Puft 8pwsbng rr rr I rr I err r sr r rr sr ASoaubb apaw L'/ bending V or ddwwm w r a r x OAe4' rd d ad 0 err d sue• d err d sr d V40' d rxrxo" sue' d s-1• d s-la d d sa dl FA- d sr d r x r x o r s.T d T•11- dl r-r di T•r dl s-11• di sr d rx4•xoAsr 111J' di IQ,-r bi Ir4' b rr b rs bi s-10• bi e•-• b snap a Temumry Led MlldOn w. Puan 8padwg rrrrr AsowMe L'/Lrrndrhg V «dssaaorh V r x r x G.044 rr d rd d rd d sr d s-lr d sr d Fr d r x r x oAw P•1• 0 rd er r-• d r-1• d r•10' d r-r d I Tap• d rx4•xLOW 11'r d 1a-11• d tar 41 /aT d on-10' di r-r d I W-r d For Aren wan Wlad Lode 1201LPJL or Lows and Ld W= Above 31r-W4r Nodh 6J8dxCnvN11, FL I ■.tee... s..e...e T ....0 N.... hw.e. h. a:- eh .... lbeo.sedlww T Lad Wirier w . PurOn apedrp rr rr sr con sr Irw 1 rr AOowaMe t' / V s deMdlan V rxrxo.)4P r-1• d Tr d Tr d T? d on-11• d rr b W-Vb rxrxoAsr r4• d rr 0 r.10. d 1 r-r d I rd• di rr di s-11• d rxrx0A6r 11•-1• 01 tar di 17-r bi rap• DI rS bi r-ion bi VW b rxrxaASr I2'-IW bi 17-V bi W-C bi 10-r bi 19.7 bi r-17 bi 74• b snap secdom wlaeh w • PhoOn a rap• W-r rrLoad rr rr rap' rr AOowMe span 1'/ budhhg V «delledlen V r x! x 0.044' r-1' d rd d sap• d 6 1' d T-1r d r-r d rap• d Nola I. TMdaren dawn o lhonarr hdhmy obrdod boffi Nod I I dw be lea ern 0.0w. 2. Spar ambased anaft**mxndl0a/6gRbrupba140M.PJLv*Wbd. 3. Span b MURAW km Code of boinn and WWO Cauhndbn b dada w d aeurrAah 4. Abwvw opww dC nd b*Wo bapT of boa brow Add' brngM of knee bow to above q uns br toed boom spons. s. Pwah el sumed r- r. For sm spar oNabr oho Oar eaOw Ow bean at owhtw pwW OWCM pace eams nwa h 1 -Wan each dds of eon a dw path Od hrLrdo bdwd - ' g es shown b dada (4r47 apn wen paau et s- r as owdsr pudnwd m pwaw each db dmdw pain n d tlWW bnv .,a M&LV1 rrx4•xOAS0•hoOCwudonduI bbeen %4hd%oWhw•sr • rr Table 1.5 Allowable Spam For CARVER Beams Supporting Screen Roof Frame Systems Ahordman Miry SOU T4 T Lad Width ShVIV 1l41WAV Beans irr I 1rr I ter I 2r-V I W-V i(rr irr 1 3e'.V I 47r 1 Orr 1 Dar I err Abbwabb aDwV1bends V «aessetlan w rxPxL*WK&tor 1014' er r-10' bf r-lr bi r4• a rr bi Qr a sr b sap• bi CA' a 41-11, b Cr 4•4r b rxrxoAwxo.ior 17-11•b /0'•11•b r4' b rr b on-1• b rr b Tr 0 rr bi rap• b r-11 in s-lr s-r b rxrxLO3rx0.12r Ir•11•b ird b 11'r b 1a-/' b rJ 0 rr b on-/• b rr b rap• b on-111 b rr rr b r x r x 0.0er x 0.12o• W-1• b 1rr b U'r b 11-r b tar 0 r-11• " b rap' b rap• b r-11• b rr T4• b rxrxo.efrxg12r 2r7 b Ion-1rb 1sr b 14'-11•b 17r b 17-10'b 17-1• b 11'r b to-1rb 1a.• b r-11• rarxOA7rx0.234• 2rr b W-IVb irk• b is.r b ter 6 14'.7 b 17-C b 17r b 17-W b 11•r b 11-0• IW-r b r z r x LO8r x 0.30r 2d-r b 27r b Ion-10'b Ir-Ire Ira a /sue• a I4-S a 174r a 17-11' 17r 6 11-4r 11 d• 2'xlrxOAarxa2fo' irr b 21r-r a 274- b 21'-' b Ira b 1rr 0 1r-r b iFF a reap• s u'r b u-r i7r e OwrMe a054hu g aaaM Lad sYW1A Ivr 1rr ter Ivr trap• Ivr u r irr I Orr 1 Orr wr I wr ABsaaele i / V «deRacean w rarz0.G7rxoJr4• W-r di w-r bi 2rr bi 21'r bi irr bi Ire' bi Ir4• bi 4.1- hi 1sI• hi ur hi Ivr W Ivr e rarxoArrxe2w 37-T d 21W b 2F-11•b 27r b 21'-T b Ion-/• IV-11•b /T11•b Ir4• b IV-T b IT-r u'•11•b rxrxsoarxojw Is•4' d 31-T d 2a:1• b 2FA* b ZTf• b 2/'r b 2rr b IF-C ire• b tr-T b 1s-1r 1rs r x /r x oAw x OJYN' 4a-11• d Sr•r d 3T-7 b 2r-11• b IT-r b 2Sr b zw-F b 2r-w b 21•r b 2ar b /r•11• 1r? b Oamle 804606g Gems wOA 2 x 4 6181 added b Tep or aafbm TribAoy Load VAM irr I 11W I /rr I 2rr 2r4' SFrI W-r I irr I 47r I Orr I W-V I Err top. Albanbb L' / V «delbceon V raraa6TraC2W-r bi 21MO'b tar b 27r bflb b /rr b 1rr b 1rr b IF-11•b ISJ' b I r x r a GAFF x a�2fL• 3r4. 0 3V-V b 2r-11. 0 2S4• b.11333 b �71 2a4• b IV-T b /rap• b 1Tr b 1st 1r r b rarx0.0U'xOJar Sri d Ivr b 2rd b 2rtrb 2rb 21'-T b 20r p 1rr b 1r-T b 1T-Irk 1T-1• b r a ton a OAar a ll Iar 44'r d Srtr b 34'S b Sr-11• b ?Arab 24'-11• b 27-T 01 27r bi 21'r bi 2a•T bi 1 rr 1. R b rwaaansded end ew aghwr be oahadbd an ay aria bwan ehd epos nwe gmh W Z S ww we bond an 140 MPH wind load On dad led IN bambha 3. Spin bwwnwWhanhmOwdmaeco nbhar arvan dbn 4. Above spas do nat hdudo leno d boa bmoL Add' blpOl dlawo blase b aboa Warr for bed dam apwa The MwemmViwarx4'aoAM•aslGrSftbSe #AdVOG wmhTdbubryLodWkb.2rrb T-1- Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frsms Members Aemdm m May SOU T4 For 3 second word ghat d ealedbl d 12o MPH «an nalYd lead d u d / m fo Hdb. aneaww T Lod Width w ■ UgAftspdng rr 4'r so• sr• 1rr rr rr AROW13bbaoft w / bandbne V «deaseaon V r a r x 0.ow T-r d r•11' d r? b 5J' b 4'•11' r a r x nose• rr d rA' d rr a sr a Olb s-4• b sr b r x r x oo4r tar d r-1' b r-r es•11' b rS 0 s•1• b rx4•xooer 11'r tar b on-1• rd b rr b err b SW aMdngaedlorw T Led Wldlh w. aid a rr rr sr rr rr rr rr AN, 0Hd w/benQhaW«ddbeeox d ra4•xoAMxo.tor 15r 0 17-11" b \ur a 11r bi 19-r a 7.11' b F rr b rarxoA6D'a0.tOr 17-1• d /T4• b'1Sr b 14'$ b 17-•: 17-7 b 11'-r b rxrx0.o5raa12r 2ra• d 257 b 1r-11' b ts44• p b 1r;r b 17W b rxraoAOS'xa12r 2Fr d =41• b W-r b ter b 1Ta• b 1ST b 1SJ' 0 rxrxomrxat24- 31-11• d 2rr d 2s-r b 2W-r b 2rr b 21•d a tr-1r b r:raoA7rx0J:t4• 3s r d VW d 2rr b 2r-1r a 24-1r b 27.T b I7-1r e r x r x aAU' x o.31r Srr d 34'r d 31-T d err b 2B•17• b 2ss b 27r b r x /r x a00r x CJ W 4v4• d SFr d Won-T d W C b 31? b 2r4r b 2rr b asapSedlrw Tribabry Lead Yom 1t1r rr 4r rr rr Tr rr rr Aaewable w/ bmdhg VorddbdbnV r x r a asw Ir--r--d-F rr d I Td d 1 err hi rd b S-ion b Sr b r x r a aou II a• d Ia4• d rap• bi sr bi r-m bi rd b on-111 b r x P xomr /rr d Ivr bi Ii%W b tar 0 rr bi rr bi err b rag aLOW 2rr a I 21-r a Ivr a Ion -Ire Ird a IT-r a /4'r b rxrxaAer 2r-lr d 24'1• d 2/•-11• b 1r-11• bi 1rr bi 1T-r bi trap• b - rwr.n.waer hwgrrw a cede wereClaea aewr eanh 12G 01HL see aswsembw bleb /A an fM apedllCdlah psgo for tsbba d eon ba0bdaa d ehb eullon aid example baba Now 1. TOldmuows dawn ww •rwn*wr bxlubp vuex d tobarwnoen No d n *.-.. s dwo b tea Ow oAW. 2. Using sowwh pad" A w add Wdmd brhgeh 1f. 3. Above spar do rot hhdhsds beech dbw brae Add hodmrd t bhpfh d knee bows b abon spew bbrwW t p W held. 4. 80 apsdeoaphwabhp espwbwd lbr Coal andowxws ar2o to mdo hod lhel�t a Span IS to be whwwed bom *oft d boom and voted oawhe .9, b /ado «d oahhrwhglah e.chm&mbdrxrxCAM•ado.ridset®3rbhslddrambeoawA' wsmddwdWpardmbWwAdd OWere asdwd soh cede► (3) 010 x 141r SJAB Ind fr saw bawd u d do not exnedd rr in epm. t]wmplC To adhadde oaevnbls IwW d 140 LAN wbd w ladpr 0m r x 4• x 0.015 SW seceon wieh w. rr 1.Fhdwd12OMP1! H•1rr ZCwhsw wbdecmdfast H•17r•117r a bbund an apa�cesorh drd al0ws mhvwslahh of f /A Osponbp dads oecilrh, - 6er helbyd b hSowd b7 V w aandhhp nadep0er. - f6w. h$W b Iseoned by V has ooeodbn hbdeplw. 4. Muddy twbdd b dsoI led by aOPrCMde muspaer. w62140MPHb 117rxoAe•tt=•11'r Table 1.6 MWmum Upright Son and Number of Screws for Connection of Roof Beam To Wall Usriahts or Seem GeBdae seas Ste IN to" ate chino" Puft a Knee Grace at ON* Andwo Nabs • IBrdnhnorn Ss x w- Number elo x %' d elt x x• aeem OMdhbg screw el24• = rxr rxr rxrxaA41•SMe 2 FW Lop 6 4 4 rxc rxr rxrxoAM•SMG 2 FulLop e 6 4 p x6• Fir rxrxoowsme 2 FuRso a 0 4 as Fir Fir rxrxoowsme 4 Fa un, 10 S 6 010 rx4• rx4• rxrao~smB 4 Re Lop 10 e 0 NO rxr rx4• rxrxoAM-SMa I Perm 10 e 6 e/0 rxr rx4• 2-xrxamesua 4 Paned If 12 10 e12 rxr rxe• rxrx0 •SMS a Parted 1s 14 12 A14 rxr rxr r;...ozwsmsi POW Is le 1 14 111 rxr" rxr I rxezomrsmal 6 I PWN Lop 20 le /6 n1 ?xIr rxr I r 4•x0A5rsMe 6 Peed 20 Is I is I crow 86 ImnOwnoa Obbnce W 6 d 6aewe EdgeTo Cowan, Carer To Amer M 511r 61e' 010 3w 3W f12 la 1• 014errIM 3W /-1? 5nr 71r 1-0b4• Sea' I 1•7 r • Rebus to ewdh dde of eon mare6oa dfw dam W upright W aaeh oleo dapOw oohawrAah •• OAW d fSd, OA/r aww Sdcorr now i. Uw am by ad deem ton r x r berm b r x r tsdSd. ZConrwcu, drxrbrxrrotaoawdtarpMWbyCCrsnerLons 3. Fwbam b beam spaoe stow W nunbw of F , wra b pw dMe pw W dap000. 4. The mmbw d oawn b bad an mad v wn dowdbb bonding (dam apm) dw I4o MPH whd b *& a Ow* wdwm we blond an Rdw/sbpper load deb for 25M psi Corhosb W we corrldened In be typid Our mumry W Cahaals wndrN. Nhmeer dwhdhas b bW (Vt perrids). a lb000h. farm. rind not be ep0wd 7.6 bryw fhm rwhWrmn hSrIGM b heed. tlhe rmnbor drawn b Or ems 12 Table 1.7 MINIMUM Slos Screen Enclosure Knee Braces And Anchoring Required Ahmlaum SM T4 Bma Lwath emusbnAnchodro System r-7O rxrxoow rWdwntlwW f3l #10x1R•EACH SIDE Tcas rxrxao4r rWdrwWW1h 010 x W EACH SIDE Tors rx4•xo.owxwr I mom smaow sawn AdUpd0ld 4 a10 x lW Eedr Skis 1...ra.-. r..rwr.wamurbows) NOW. 1. Fa Rm drd IOw Bmaa Greater Then Cr Carded t331g1 Fw Spedln5we, And DOWN. 2. Cwttbvw boon ddd dmn an pese sfid be used tr had seWse dedurree VW been lessee imPexossds46•. Tablell.10 Moveable Spam For Super Cutler and Sell Mating Sam Semened Enclosure One S1dsISolld Roof Other Side Ahaabrm AGw SM T4 Fier Areas with WhdLoris140BPJL«Less red Lsftsks Below 3V-W4rNorth �1■��a>rrt�tGGvr•tit at�•r��E=z� �000000 Fi'i �Ii�?= �-J-[�GF•�.� Ip�:i] i[�c�] [t�6bi7 tjl]�] t[dj�7 t6[��7IT:�7 F �a�r-f,t,: c-e-t,� F::,a>• ■ Fc.� a MFa�a t[l] <iL7 t[L�i1i] <Idai] mt �� a 2 fl ,".N i ;-r'Y'T;' UM tiidli] t{: f.ji7 [ LSbI� 7II Y�ii7 [LSiiI 7 iCSC�7 [F'df iat 7 F i7 �-[�a�' �-J-(z�r :a• <I:Fi l �i] Q-i61r7 <L�i] [F]tQi] �]CS�] [LYiIi�7 FaZGYii�=�'iir��!':YCa7!•��-ir7[E6I�7IPiS:�7 <L�i'��i7[IdLt[7 <Y�:�7 e Ye beebs�ier0 d si tie m wwwmlp�ls tesIDbl► %M,.nvenbn We loan the speamcnam ps" tr 1. tl ti sold pwml b vesEr a len Orn ter. Owe Ole 1Q b aaoweble down rod beam apwr rite b adJu4ed �w�itlsb wedenµi olpmd�wlmlbsp�dbd�ie�pbtl�0"idd ml�prWbeY r�Orsrli� aThe b6s loot pwrl b - aft em 1rO. 2 FartWdL•aBom;UssS- , ft dWk1hwFmmDmv W 3. LadSpr-iQdsteerSam LsroOl•ta:dSnWtbdSpn. 4. Opus smbedamirdmI ndlowdSp.FLtrupba140MPJLwindbeL 0o•nplc To alnrleb stbwdte spm d 140 BPN wOd vdodpr for. r x r x Ayr x 0.127 barn volh F Stpw Ouawse 142 cation Ibd spar d lV-W 1. Fled gn d 120 MFIt 1tw - W-lo` 2. Coovet Span to dednrl fret span - tO-1r -10.er 3. Sded do gpapee aergw tr t4O ArH ad lr! sawn Rod Been span - 14O cam Ow owrvardsn bleb 16 bard an the sFstINar pees by LUObs d On WplrrlYrO of06 swam -aQ.gnbbbeedbyVuesesrr" andlow. -tl Ow spar b k4 and by 7 ere odaceon Maur. 4.14 ft y spar a da I Led by gPwPbb muNPOW. M w at UO MPH b /0Jp' x OAS • 102r • ter Table 1.8 Allowable Spam For PiMary Screen Roof From Members Atumbwn Alley 0001 T4 For woe rwrlh of Ow btlbde of 3r4r4r yedawrvos, RwN0 that w sliblsd to ks an Ow sawn arrd a obrd led ebaew eseser Led wldlh. w AIansavileembeeverdetbelbn V rxrxoAw rr d rr b 6-11• b 6r 0 6-1• b 4'r b 4'r b r x r xoAw rat d TT d rr a s-tr 0 6r a 5•T b W-lW b rxrxoAw trT bi f-ir bi r-lr a I rr bi rr bi W-r bi 6-10• b rxrxoAsr 11.4• bi f-tr bi r-ir tel f.• bi TS bf r-11' bi r-r b Tributary Led wldle • rxrxOA4rx0./0e- is-1• d 17r b 19.7 b 12W bNW-111' r-r 0 rO 0 rxrx0.a7rx0.10r lrr d /rr b W-11. 0 12'r 0 11AW a 11'T 0 rxrxOAerx0.l2r 21-10• d lr4• a 1r.7 0Mr if-r b 13r b 12-1r b rxrxoAirx0.lm' 2s-1• d 2T-l• b /rr b I" b Wr a lfr b r x r x imr x one 31 s d 2r4• d 2Sr b 21'r 0 20•4• a +r-r b rxr:OAfrx0.2Zt' 34•r d 31-r d 2rr b a4'•1• b Wr b 2/•r b 0.i0r W-r s 3r.T d Wr b2F-11• a 2r4• 6 2Z 11-erx1rxOaar:o3tr 7.'4d 3rrd wr d wr, b 2r4r b 2r-r b a" tteea4rw T - amm '/ « r x r x oA44• r4• d T--r d T r d rr b sO b 6r 0 64• 0 r:rx0.o4r 11•T d tr-1• b rO b rr 0 Td 0 rT 0 rr b !N•xoaLT W-r d 124' a 1rr a 10-1• a F. a rr a Wr b rxrxOAar 2rT d 21:1• d lfO b 1r4• b W-1• b 16r b 14Lr e rxrxomr tar d 2rr 0 21'T b 1r4• b 1T-10. 0 1st b 1st 0 1.FwgnL'dbvmUaeasarWwgac- W. 2. Alen smo de rot tarirde bne0r d bm bm=Add lrorfaxdd brlser dbm brew b aeole epee tr eel ban spm 3. Puh 4pebrp Ad rot mmou d sr (O x web Oirbwn)i, Fa ban spar peer Orr 4fO the bwn dew Omar pule ared w e PLM tr each W-W ern seer stilt of Ore mo pxh rid tavirde teed Oredrp es shown in dsW (4sr1 open wiUt puxarw d rr QG mrYr pail end � puler cede ride ddgedr psh east tabrsl 4. rsoarerwrdst that Ow wgiwr be aorrrded on ry sateen srrdosue Ott spem mee time W-V sad o a mtatweo tier gripe tree tr eaen errdorxss aver 56r and b ens na+lauo eedbn smiler Orr 5w ban 0. Sp•n b mnased tom oedr d beam West upddt a wwcdon b twee erwd a"rdbn. Eumpis,umvtwrxrxoAS mamssdlenwaAw.cr le r-jr Table 1.8 Allowable Spans For Secondary Sewn Roof Frerm Msmbere Abvk mAsey5os3T4 Fw amn nalh d Ow batiste d 3 V-W4r (MkwmrW Raw Oat w surbJed b b m aw ss4esn tired a wtd test S.dlen Prna.. F..e-e.d T. a.-- Ism M- Ibtlo.socuom TdbuWy Led Wkfth - PuAb s w rr I 4r !r rr I sr I rr rr AOowmb W t bend V er dosed ' V r x r x o w age d SO d - a 4's d 4•s d rs a 4•S d r x r x esw s-r d sue• d TT s-r d o it d 4•r 11 14r di 44' d r x r x oAw r.T d r-11• d I rr a I rr di W-r d 61• ci I s-1r d rx4-xoAw fr b W-W b rr b T•1r b Ts 0 Tr b .111, b stop secthms Led VNIM ■ Pumn a Iw r-74- 4'.V cr 6r fr rr I rr Aao..ble s t• f V «delbdbrr Y r x r x 0.oM• ear d I sr d I 6r d II s•1• d 4'-1 p d 4s' d 9.dtee Pride. Rftmd T. a..- Tbr..dh Al" tie R- - a-- tloomeseaew Loved lYMtlr . Pur6l w rr cr er 6r sr rr rr Assembles W t V «aetMemn �r r x r x oaw r-11 d er a 6�' a s-11• a sr b ss b s T e r x r x omr Ts d r-r 0 r "r d s4• b fT a F-W bi 6r e rxrxoA4r rr b U-17 61 ra• b T-1e• b Tr b r-r bi C-tr b r x r x sAsr rr te r-10' bi r-• III s-1r a 641* a rr te r-r b srrgssdew Led WMM - Pu1b a w age 4r 4r I rr I rr I rr I rr AOanMe s =W11114011101110VOrdeflhetlerr'R r r 0014• r-11• d r-r a ram• d I r-i- a I rr a I rr a 1 r? e NOW 1. Fw sw V dbewq Un wear paW gedre W 2 Above qew do rot brdl0e brrear dlem bsos. Add haI , broth dlam boos b eban spene tr bad burn spew 3.Pub I-shel net ausulWr(40xweb grbms} Far enmgnssnebrwen4rsOrsbore d Ow mdr pwM srd err puh trewdr W4* ern eerie des d0" mdge prxh Shed bxhds Meal Waft es shown b del4e (4fr 4pa1 wtOr prsaw d r• r m m+er prh od l21 praBr eerie rids d ante treat need lateral ewJ4p. 4. a b remmwdd Ort Ow wromr be mm I on any seem endows Ord 4psm mw Oar W4r wd Ow brew asctbtiMs Wdpla reed tr aamr srstosua ovr 56r rite b Oro sst> rrrWp ssrdlm sarerttiar 6 Sprrr b mewed team adage dbw axl uprbd ms"emn b bade er wd mmdleu L f«rxrxOAw-boeo.ewbnf - to- vft Cape OW w•sr • r4c. Table1.11 K-Bracing Fastening 8chadule me.e-..eaee.xwarn N==Rf AL,;• 01111111LEMEN illnw�nmnS s>_ It-' ,nFredNMFbjjt-lrr Lbs FrwdWd WIdN Whn C bu h - j Nw 6m d SJA& Fw nw sNs Wd K4➢achr0. Use sib Wd Wt2h Mein Oderriip Numbr dS.M S. Far The FmnlArdfor Bach Wal K4mdla Table1.12 Allowable Spam For Metals USA Beams sit Screen Roof Finan Mandom r x r x 0.12r Seti Mating Beam Fwwendwidbode140KPJLwbnwedLdbadnbWmW.W- r Not* Aeowseb a L' / Oenedbn d «Berl V Lod Wtd1h -W Bow s 4 r cr rr r4• fr rr Orr d Ora d I err bl 31r4r 0 36T 0 3rr 0 r.r rr rr rr rr rr 32-T 0 314 0 W-W 0 2f4• b 2rr 0 Zr-11' b r x r x 0.12r 80 Mating Beam Far wen dwell lads 140 KPA «less wed LdOstn above 3r4f4r Ne10 AOeswble L• d OslleCuW Y w 1Y T d LaYndte w earn 4'r 4'4- I rr sr1 rr Irr 3T-1• bi 3V-11• bi V-r b 31'r 0I 3rr bi 2r-1• b Tr I r-C i rr rrII rr rr 2sO bi 2r-l- III 2rr bl 264' Or Zrr 0 24:1• b Nate 1. LWARg sang pared ulft W eAw ooWd engb 1f. 2. Abae qwu do rot axbde brig d bess trace. Add habmW kVM d bees Once b abve sow tr bbl upraa hfL 3. Sb gmft erotirertrp rpr8ad tr pool arrdoelaas ova W b anon roof h0W 4. Span b b b mussed teem awke a(bnm and upegM mrlsdlon b tucIb awe axswdles 5. Spenwelendasrrenerassdl0a/sp.FLtrupbal40MPJLwedbsL MANUFACTURERS PROPRIETARY PRODUCTS rr� A a 3.401 IV car Wr n 3.887 pJl. In - 38.371 bL• Sx a 8.527Ims 2" x 9" x 0.125" x OA85" BEAM SCALE: 1-Ire-1W Table 1.12 Allowable Spam For Metals USA Beams as Screen Roof Frame Members r x r x 0.12r Self Meting Seem Far wen dwbd tests 140 MPJL «bee tied Lamrdn bdm 3r4r4r Not* AOewabY W I neaadlwr �s « V Land WldlA w sew 4r 4•r sr sr rr rr 4F d Orr d 3rr 0 3sr b as T e 37-W b rr I Fr I rr rr I rr rr 32LT 0 31'r 0 3rr b 2rr 0 2r4• 0 2r-1P b r x r x 0.12r SW Mating Beam Per wrs dwbW beds 140 B.PA «been end latitudes abw W.W4r North Atlewable L•d04/bdbelT« V T LwdWMtll'w Been cr cr sr ra• rr rr 3r-r a 3V-11• bi 3ST bi 31'4r or W-7 bi 21F r e Tr I r4• I fr I rr I rr I r4- 2rO bi 2r.11 bi 2F r bi 2Sr bi Nr III 24'-1• b NOON I. Ut*0 sash pared wider W edsd upVd bro lr. 2- Abwa qrr do nd Oxbrds irk d tern brsoa Add hateorar wOb d tern boa b above span tr tad opted i son gwAearoYrartOnp , lerpad ealmsnCarwin eenmathsW 4. SPO blabs nmwd late anew dbmn ad grgd aansfaer b bete awe mweaau 0. Swoambredonambinmd1001ftFlfor OAP ba140M.PJLwind beef. MANUFACTURERS PROPRIETARY PRODUCTS { r 4A0• A a 10.775 QW) 0 b Wr.12.347(//LF.) O W.176.859(IN.) 0 0 ' Sx a 34242 QN.7 4" x 10" x 0.250" x 0.960" BEAM SCALE 1-1R-a Nr Table 1.13 Allowable Spam For Metals USA Beans as Ocean Roof Frame Membre r x 10• x 0.12r SOB Mating Beam Fw wen dwid bete 140 M.PJL or bees and Lallbdn bdm 3r4r4r Not* Aaawsbb t•IOsasOesnYa V T LadWldlhllr Been cr 4%r I fr I fr I rr I rr 54.4• d ST.T di err d 4r-17 d 1 4rr d 1 49.7 d Tr I rr I rr I Fr I rr 1 rr 45-1• d I 44:1• d 1 47-7 d 2'r 4d I 41•r d W4 d 4" x 1r x 0.125• saK Mating Beam Fw wren of wld beds 140 M.PJ1. «lea and Ldbldn above W.W4r Norse Aeowmle Sons V/ Odbdbn V O V Lad yr l w Bmn 4 r W-r sr sr rr rr W-11- di 4fs al S•tr d I d IIr4• d Tr I Tr I fr I Fr I rO fr 424• d 41.4• d 4fr d 3rr d 30'-11• d 3fJ d Nob: 1. 16aq eaem pad wldlh W seed uptpdi brre0r x. 2 Above epam do rat allude brr00r d leas er.a. Add habead brlpOr d tern bra a above apsm tr tots wegM heldd S Sb sI '", erreewsrals mprsed tr pod srxJoeew overw e mean maf how 4. Sown b b be meesrxd Dom wedge at b m ad yx%lt mnrram b beds awd oorsree0, 5. Sperrwbwdone mieamdtoolftP.trgbs140MPJLwlndbd. t» C.42 C=IW 'so CO) .J Co r- Z U W 90)1 05 13 OF h i v Tebls 9.1 Allowable Loads for Concrete Anchors Satyr 86s • dlwn hmm Edge M IN , as Anchor Sd SP9 AYmrabb Lob Tension Slxew 2AMAC HARM Mike Andxm 11r 1 1.1Q' -W 2 2330 2810 1M' ? 2.1W 2MV role TAPPER Conm to Scrawl Ulr 1-1? 1 240 loM 311r i-3W 1.V4• 31TO 30e 1M' 1-itr 2-W 305e 23M 11r I-W 2-W 4156 25M 31r 1-lrr 3-W 437/ 47M 315' 1. W 3-&r Is 5420 POWER BOLT 1M' r 2.1W I S.Wa 3110 Gres r 2-74r 60M am ara' 3 tR' 3-%W 1 1.W66 lfrI IF 4 W 1 2AM POWER STilp Ifs I 2-W 1 2-1W am 360 !Ir 41M' 3.71r 11e1e IAM 117" 1 r 41l1 1A410 IAM tar I T Garr 18100 1 Z4050 "cum 1) Caseate amm am band b r wddsdmwd by Fnwwlemrwa. 2) Vakas bbd are abed bob wax a ebb bffir of appaed. 3) P m*xls optal 1s mM may be eAs dxdw. 4) AFdws noNrbp brdr peFpwFdl A bow dbFnsbr ao b l nduL Aides rsrhbg beds pwadd b to dlonFMer an daw bolo Exmxgbt Dotmis 110 NO 60 do wweb wdws fwpdmd by *dg as %W bed by as wndw rood bod Far a r r r bswn sift •awfg • r-W O.C. slowed am • 2S4r (Taft 1.1) lJVLFr LOAD • IM(SEAM SPAM x BEAM a umo r BPACONN MAMEROFANCHORS. 'q"-Mrrr7er8aFL ALLOWED LOAD ON ANCHOR NUMBER OF ANCHORS • >00/ . 2.102 Thwda46 ar 2 •rdos, ms (/) m sadn stet of q xlald. Tableb bsesd m RoM Pmaxne abaft bsds for 2M40 pal aonanxle AOewobleLowC, -, Wd"pa" for ESP Obtm m Laos Than ad Echo Obdwhr Tenslm 8Mw 12d 1.10 127 11d UT 1.18 lod 1.03 1AS ad too tA0 ad om oao Td OA5 0 9 ad OA1 0.72 ed 0.M am Table 9A Maximum Allowable Fasbnw loads for SAE Grads 5 Steel Fasltenere Into EMS T4 Alloy Ahunlnum Framing (As RaowoesWW*d By MMUMM61r-s) Sdf.Tsppbg wd Moddm Sa.w. Aaowsbb Loads Tom% bbwpw UAW Pst Slwr 3UW pd UNMmWarrommonj Sfgb Dowbrr-MMI 8b1abjD01Abrr6n1d04 Sbgle Osuble GbOb Doubt TNcbss PAW4 "- Slaw M1bW phew aMw I u.bs) I SMw maw I ob@41 Slaw Slaw 1 Dim- er IRA am IWO I& •►OQIAAa+ 0e410-OM41 ftm Old OM11 Tabs 9.2 Wood and Concrete Fasteners for Open Buildings / Loads and Areas For Screws In Tension Only Mwdnwm Absfb -Laed and Arbmubble RodAFes br 12D MPH MW Zas (23d I SF) (Far Wind RspfwFs gobs ban 120 MPIL Use Cmnrmom Tebb d Smeem M mk e...i CoNNECTINGTO: WomforOPONBu - - - - FwFbxar OtwFsbr L41gM101 NmFWrdFsfm,- 1 ! 3 4 we 1 1'1 28M-II SF 1 52M-23SF 1 792e•34SF 10566.46SF = 1MY 1.1r1 390-ITSF IM.348E lism-52SF 1S M.6 1/4's 1 2-1? I SWO-29SF 1320-575F I iSKN-SISF 25406.1158E 6/I8's 1' 3120.14SF 1 G2M-27SF 1 SM-41SF 1 12400-54SF snr. 141? 1 45M-20BF 4 VM.41 SF I 140U•al SF I IBM -81 SF 6Hr. 1 2-117 1 7e01 - 34 SF I ISM - 60 SF 23406 -102 SM 312M -136 SF 31r� 1' 1 3506-15OF 1 7120-31SF I loans. 4eSF 1 14 -62SF 31ra 141r a3M-23SF 106e-46SF ISM -TOSF 21360.938E 31a's 2-trl I B M-39SF I 17000-TYSF 2STM•llGSF 35WF-155SF 0010NECTOIOTO. CONCRETE Pft 2AC son for OPEN BuMdbeo Fsbnsr OlwFatsr LexgSFd EFFxbodnFOFd NumbwdFshmm 1 ! 3 1 4 TYPE OF FASTENER •'aukk Ger CoFFasb Gases Zanse NaOb or 1M1s 1-1l1 233e•108F 466e-208F 69M-3oSF MM-41SF r.Iwo I 27M•128F 64M.238E e/M.388E1 106M.475E TYPE OF FASTENER • C nvots Samar MM Top or or EwAvalmle MCI& 1•lrr 240-11SF 1 4922-218F r=-32SF SSM.438F Mrs 1.TM' 317e-148F OW-25SF 95/6-41SF 12550.55SF 1N•. 1.1? 39W-16SF 73M-32SF 10956.48SF 1460.03SF Iwo 1.1M• 4e56-20SF WM-40SF U956-@I SF IMM.elSF 31r. 1-1rr 4370-19SF 4740-38SF 13110-57SF 1T400.766F 3WO 13W 601e-26SF 1202M-62SF INN -TO SF 2404E-105 SF TYPE OF FASTENER ■ Expermlon Bolt Pesar eon er 1205e.IRSF 241M-iMSF 3e156-157SF 402M-210SF 3Nro Zlfl U0e.57SF 2600.1138E 3MM-170SF Si12S-227SF lrlSF r ISM- SF 3512a.1576E 54100.2368E TZMS.3148E lrre I r I IMP-STBF 39100-173SF GM90-2W8F 7972e•34TSF Wam LOAD CONVERSION TABLEt Fw Wed ZffddPsplwa crones Ian 120 MPH (Tables Shmm} mulVy ababb bode and Fear woes by do amnwdon odor Nob: Tin an am dbfanv Own Ss odpa damaese b Ixo ooxxaele ardi rod apaaeg baboon mows dad nd be lees am ad -h- db Oswdardbm - wow REGION CONNVERIM FACTOR 102 I.= 110 1.15 121) 140 140 OAS 1W 0.72 Tabs 9.5 idternaSYs Angle and Anchor Systems for Scam Anchored to Wall, Uprights, or Carries Seams M dmum so.wlAnchorlites &*L, tea TYM Ste Demos" n TOWNS To /Sewn 1•al•r0.9w -9 3rlr 610 1'a1•n SRI- 012 was1 r11x lir (0.1251 3mr 2 ards 1-lir r Mir infrMAGn im- e12 1-1R' a j-l1r 3M .1 IW *14 1-1,7 r 1.1r? Immynimp 1 W mr- cram 1l-3WXl-XCXlJVWI25j 1W e14 rxxra0.09r 3M 3W ?arxIMN0.1251 ens 511r rrrr3n 1 1rl lrr Lcnamm /-3wxl.3wxl-14•alnr 3fr 1 014 L&dwod 11s2.10ra1•:0A5T ens I one __ _ l►QsmFd l r 2-l1W a l-l1r r O.W3• art' 1 #14 • a row. w..-,x. R wow pm epv w {ltepal w baml Tabs 9.9 Mbdmlmh Anchor Stan for Ex1ruslorm r r..,..'n..,, Emnwlws wan Ilefal COMMU I Wood rrr 1M• e14 1M' 1M' r a r 1M I a2 I 1M• 1 012 rrl'3MW 1 .SO 1 3nr 1 61 rrrar 3nr ee i 3nr I e5 na0: Imm own ans up1Oa natsmm amrm Oar dap bs ueed ow wended w oupw au01w aomxedler Tabl 9.2 Wood and Concrete Fastaurs for Enclosed Buildings / Loads & Roo( Areas For Screws In Tension Only M•odnurn Abw0b - Lo d wd Albb abb IbdAM ter 120 MFH Wbd Zma (41e x SF) (Far W1 d Rsaxexa mrr gars l2a rmw. hJs rS.,...Ri.. r.xu.., •.•� �� CONNECTING TO: WOW for OPEN Bufidbw Fasoma I Lonum of DbFxaM Embwnwd Number d Feobnas 1 2 !1 4 + 1•1 2648-69F I SM-13SF 1 7920.19SF 1 IOM-20SF 1M•s I 1.1r!' 390-ROSE I YM-19SF 1160e•29SF 158M•30SF 114Y 1 2-Ur I MM-15SF 1 13299-323F I 1=0-48SF 12040.64SF 6/1re 1•1 3126•SSF 1 0240-158E I SM-23SF I 13406.308F arse•. 141r 460 -11IF 900-23SF 14040-34SF ISM-46SF 6Hrr I 2-lor 7SM•193E I I WO-35SF I ZMQ1.67SF 1 31206-76SF 3WO 1 1• 350e-9SF T12M.17SF 10606-26SF 14240-35SF 31rs t.tfr SM-13SF 1061e-26SF long. 39SF 2130.62SF 3Nrs 2.1*7 6906-22SF 1TeM-43SF 2670e-65SF 355M-07SF CONNECTWO TO: CONCRETE ft &M paq Nor OPEN Sunamm Fas war Ol mobs I - @-- or I Nanbw d Fsbnsn Emb*dRwd 1 1 ! 1!1 4 TTPE OF FASTENER • *ad* Got' Canaab Gases Zamee NeMxF or 114's 1 1-1r1 1 2330.10SF 1 48M-20SF I SM. .308E 932M-41SF 1M'0 I ? I 2TM•123F I G/M-233F I S1M-35SF iMM-QSF . CaxFasae ar 1-lrl M-12SF 736a-16SF am.24SF 1.TJ1' s3N6.15SF 5516.235E /20Se•31SF JrfPEOFSTENER 141r W3?M-lSSF 73M-1SSF 109W-2TSF 146DO-35SF 1.111• WM-23SF 13NO-34SF 180M-456F 1-1rr r1e.216F 13110-326F 1740e-43SF 1aM' 20Er-2a8F 16W6-448F 24o4s 598E TYPE OF FASTENER • SoftWIMM Pow- Bon or 31ra 2-VT 1 SF M115 31r. 3.111 WD .SF ZWO-045F 3906.958� G2120.12 1Rs r 1600.44SF I 36120-6e8F 15410-132SFI 72210.ire SF isle I r 1aW6-49 SF 3966E - W SF 69T9e • 146 SF 79729.1918E WIND LOAD CONVERSION TABLE: Fes Wind ZwmRaataa aear0an 12D MPH (Tables Shm j xm/lilt adaUabb bob" mof war byes OaxFrwalm facts. NOW The mh*mn dslernss Dam as odpe d as amonb b as a•xbr offs aawre ordo wd as apwl g behrem aoxFasb andws dad Est be Was OWED ad unless d Is 0a - da dlmsber. WINO REGION CONVERSM FACTOR 102 1.35 110 1.15 121) tA0 140 OAS 1W 0.72 Tablet? APoemstlYe Anchor Selection Factors for Anchor l Screw Sbm Armhoratmalw no Hna ar am 31r A I1A0 OafI 0.6E I OAS 021 0.21 MO 0d0 1.OD 0.72 0.67 0.33 026 M! 066 0. 1.0 QTS OM 0AM a14 0.4e o.67 0.7E 1Ao 0m 0.4e 6116" 1 02T I GM 1 0.46I 0.5a 1A0 0.79 311' 1 021 I G.20 I CAS Ob6 0.79 1.00 Albmeare Andw Sdrosn Feclum for AFFelarl tasty Gar C nmb and Wood Andsn ®BLi70p 0 Bl�'1.0 0 Rona► GOLTS: (lair wd 24AC mdmednard sons Mr I trr 1R' 1016, 1A0 es mm6w doe ogees a es sae dwdwhasw drl ed erd Feud 4e b Oa mod orm FarxbwdsaFssa E a(1o) aG oonew o Faprad. es mwitwdel000ara grew b:0.6:10 • (e)no a C= CrJ nil I No W � N aE m � i uj aq ��$7jxx ♦ LL C me=4 05 14 OF