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1201 NE 100 St (9)APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY to re- occupy the single family residence known as : (address) /O P/ /A 6- /a, 7 57: , Miami Shores, Florida. Legal Description: Lot: I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any re . resentation, warranty or certification as to the condition of the dwelling or other structures on su h Applicant V W Date Print Na c lk . 4i11/1) *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Telephone: Buyer Seller Realtor Company Name Application Fee ($50) paid: Cash Comments: Inspected by: F. LUBIEN Approved X Denied Date 8/28/00 Block PB & PG: Check No. C1LQ v l� PAGE 1 OF 2 , hereby apply for a certificate 'CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 MIAMI SHORES VILLAGE, FLORIDA Date of Certification: 8/28/00 • (f .2%4 / f ' , hereby apply 1 Y for a certificate to re- occupy the single family residence known as : (address) P/ /v 6- i 7 ,177. , Miami Shores, Florida. Legal Description: Lot: Block PB & PG: I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any re . resentation, warranty or certification as to the condition of the dwelling or other structures on su h Applicant Print Na Comments: APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Telephone: Buyer Seller Realtor Company Name Application Fee ($50) paid: Cash Inspected by: F. LUBIEN Approved X Denied Date 8/28/00 Date ♦ oZ5 (� Check No. ci` * ctuiti ( PAGE 1 OF 2 CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. . By: THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE-FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 MIAMI SHORES VILLAGE, FLORIDA Date of Certification: 8/28/00 jk Date Job Address Legal Description Historically Designated: Yes XOwner/Lessee / Tenant /h F"f .. /A PO Tar Master Permit # XOwner's Address /a O / ti F _ / o 0 c sTti < <T Contracting Co. Qualifier State # SS# Municipal # Competency # Ins. Co. Address Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): ' 1 D.I► ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION "'< Square Ft. 800 (r7. FT WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. er and/or Condo President Fires- , Y P(/ OFFICIAL NOTARY SEAL ei GARY R BUCKLE 0 COMMISSION NUMBER Q CC469283 91 04 MY COMMISSION EXP. OF Fk. JUNE 5,1999 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 201 i z O(. FEES: PERMIT . I RADON peia ? rF . S - FF 5'4C7 C.C.F. APPROVED: Building Mechanical Plumbing Tax Folio Address P h o n e 30 , - - ? C mo t - '?.? 9,2 Phone � x 5 •2/1 - 00, Estimated Cost (value) Signature of Contractor or Owner- Builder Date Notary as to Contractor or Owner - Builder Date My Commission Expires: NOTARY BOND Electrical TOTAL DUE Engineering James Stamatis 1201 NE 100th Street Miami Shores, F133138 305- 762 -4392 Home 305- 762 -4393 Fax 305 -593 -6911 Office To whom it may concern, Complete remodel of downstairs area of home, including, Entryway, livingroom, kitchen, half bath, stairway and laundry. Tuesday, February 03, 1998 Work is to include flooring, sheetrock, paint, trim and complete kitchen cabinets. Current location of all electric and plumbing will be maintained with the exception of necessary changes to meet current code requirements. Also a new A/C system is being installed by Affordable Air and Heat under separate permit. Any electrical or plumbing work will be subcontracted and permitted by hired contractor. , Jam s Stama s . L V // /We_gV 171414T • 14 30 P6 • WI 836 0 WI 236 3:MATCHIN(3 WALL END PANEL 27 21)12.3 0 C) WA2436L 1 TO USE S/S DEC. 11000 flEnE PLEASE GET DIMENSIONS OF APPLIANCE TO ALLOW ENOUGH OPEN srncE FOR IT TO FIT. 5:SIIAKEn STYLE VALANCE ATTACHED TO A TUnN. SHELF DYER TIIE WINDOW; SHOW THE CLIST. 111E VALANCE OPTIONS 36 S636 (5 ) 140 3/4 1 F.12IL.2T VT--L-22144 W2736BUTT 12P 3. 3 WMS27I 6.18 W2724PUTT ( ) 51 - 3 139e U242490 40 4:(3LASS DOORS ON 11110 SIDE 3 2436L 36 PW30 12 30 FII LW3615 36 nErn•I ( 3 ( 6 ) 6:111E CUSTOME0 WOULD LIKE TO IIAVE 11111 MOLDING TO THE CEILING (ABOUT 5 314"); SO WE WILL USE TALL TILLERS W/CLASSic CROWN P. A DENT IL 61)0E I:'ENIII TO PE IN NATUnAl [1141511. 51 2 FEN END rANEL 10 COVER SEAM OF 17 640E CAPS BACK 10 PAOT. Mr. F. - Bennet Berhane Florida Power & Light Co. P. 0. Box 029900 Miami, Fl. 33102 Dear Mr. Berhane: actti/ ShotaTillve 10050 N. E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 (305) 758 -8000 June 9, 1987 This will. confirm our discussion this in reference to the installation of utility poles in the street right -of- way in front of 1201, 1217, & 1235 N. E. 100th St., with the lines coming from the rear between 1235 and 1239 N. E. 100th St. and over to 12th Ave. along N. E. 100th St.. This arrangement is not in keeping with Village policy. We have consistantly opposed the placement of new utility poles and lines in the street right -of -way.. N. E. 100th St. at this point has no utility lines or poles in the street and the above mentioned arrangement would be most noticeable and unsightly. I strongly urge that you seek other remedies for this problem. Please feel free to call me if I may be of further assistance. AA Frank LuBien, Director Building & Zoning FL : j c TO. Date From of Phone Fax Message pJ" URGENT M , // .14 /5 Time / 446- WHILE YOU %L. ry WERE OU 34.5"75 '14 '- /0 /at. Area Number Ext. ' /© S Area ode Number Telephoned IC %.. Please call Came to see you • Wants to see you Returned your call . Will call again = : ' • , , tr lV/ IMMO:1w _ Signed .' 1:12 A. Settlement Statement B. Type of L ou 1 : Q 1. FHA 0 2. FmHA Q 4. V.A. 0 5. Conv. Ins. 6. File Number 00 -0127 ID: 7. Loan Number 4737706 C. NOTE:This form is fumished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked "(p.o.c.)" were paid outside the closing; they are shown here for Informational purposes and are not Included in the totals. D. NAME OF BORROWER: Address of Borrower: E. NAME OF SELLER: Address of Seller: F. NAME OF LENDER: Merrill Lynch Credit Corp. Address of Lender: 4802 Deer Lake Drive East, Jacksonville, Florida 32246 G. PROPERTY LOCATION: 1201 NE 100th Street, Miami Shores, Florida 33138 H. SETTLEMENT AGENT: Place of Settlement: 1. SETTLEMENT DATE: 9/28/00 J. Summary of borrower's transaction 100. Gross amount due from borrower: K. Summary of seller's transaction 400. Gross amount due to seller: 101. Contract sales price 102. Personal property 103. Settlement charges to borrower (Line 1400) 104. Adjustments for items paid by seller in advance: Adjustments for items paid by seller in advance: 105. 106. City/town taxes 107. County taxes 108. Assessments 109. 110. 111. 112. 120. Grass amount due from borrower: 200. Amounts paid or in behalf of borrower: 500. Reductions in amount due to seller: 201. Deposit or earnest money 202. Principal amount of new loan(s) 203. Existing loan(s) taken subject to 204. Principal amount of second mortgage 205. Application Fee Credit 206. 207. Principal amt of mortgage held by seller 208. 209. Adjustments for items unpaid by seller: Adjustments for items unpaid by seller: 210. City/town taxes 211. County taxes from 01/01/00 to 09/28/00 212. Assessments 213. 21' 21! 21t 2I 211 21! 221 301 30: 30: Su fur the Se rel 3. Conv. Unins. John Cartledge and Rachel Kane, his wife 1201 NE 100th Street, Miami Shores, Florida 33138 James J. Stamatis and Alicia B. Stamatis, his wife 3200 NE 165th Street, North Miami Beach, Florida 33160 Old Florida Title Company 100 Southeast 6th Street, Fort Lauderdale, Florida 33301 379,000.00 386,622.39 20,000.00 370,000.00 U.S. Department of Housing and Urban Development 7,622.39 250.00 3,487.58 403 404. 405. 409. 410. 411. 412. 508. 509. 513. 514. 515. 516. 517. 518. 519. DISBURSEMENT DATE: 9/28/00 401. Contract sales price 402. Personal property 406. City/town taxes 407. County taxes 408. Assessments 420. Gross amount due to seller: 501. Excess deposit (see instructions) 502. Settlement charges to seller (line 1400) 503. Existing loan(s) taken subject to 504. Payoff of first mortgage loan 505. Payoff of second mortgage loan 506. Deposits held by seller 507. Principal amt of mortgage held by seller 510. City/town taxes 511. County taxes from 01 /01 /00 to 09/28/00 512. Assessments 520. Total reductions in amount due seller: 601. Gross amount due to seller (line 420) 603. Cash ( Q To LI From ) Seller: Seller's Initial(s): OMB No. 2502 -0265 8. Mortg. Ins. Case Num. TIN: 045 -52 -1249 TIN: 65-0832111 Phone: 954-764-3600 cks E, G, H, and 1 and on line 401 is important tax intermation and i" hr+inq other sanction will be imposed on you if this item Tr n 2119, Sale or Exchange of Principal Residence, for any gain, with your tax 6262 and /or Schedule D (Form 1040). 379,000.00 379,000.00 14,509.00 184,231.48 64,415.33 3,487.58 266,643.39 600. Cash at settlement to /from seller: 379,000.00 602. Less total reductions in amount due seller (line 520) (266,643.39) 112,356.61 DoubleTime® L. 541Remcrll„ charges Borrower POC Seller POC 700. Total Sales/Brokers Com based on price $379,000.00 @ 3.0000 % = 11,370.00 Paid from Borrower's Funds at Paid from Sellers Funds at Settlement 701. r 11,370.00 3.0000 % to Kellogg Realty, Inc. 70z. 1 % to 1 703. Commission paid at settlement 11,370.00 704. t 800 Items payable in connection with loan: Borrower POC Seller POC 801. Loan origination fee 0.5000 % to Merrill Lynch Credit Corp. 1,850.00 802. Loan discount % t 803. Appraisal fee to Mike Gomez 345.00 804. Credit report to Equifax 13.00 805. Application Fee to Merrill Lynch Credit Corp. 250.00 806. Tax Service Fee to First American Real Estate Tax Service 75.00 807. Flood Certification Fee to FDSI 18.00 808. to 809. to 810. to 811. 1 900 Items required by lender to be paid in advance: Borrower POC Seller POC 901. Interest from 09/28/00 to 10 /01 /00 ® 83.6300 /day 250.89 902. Mortgage insurance premium for months to 903. Hazard insurance premium for years to 904. Flood insurance premium for years to 905. years to 1000. Reserves deposited with lender: Borrower POC Seller POC 1001. Hazard insurance months ® per month 1002. Mortgage insurance months ® per month 1003. City property taxes months ® per month 1004. County property taxes months ® per month 1005. Annual assessments months ® per month 1006. Flood insurance months @ per month 1007. months ® per month 1008 months ® per month 1009. Aggregate accounting adjustment 1100. Title charges: Borrower POC Seller POC 1101. Settlement or closing fee to OId Florida Title Company 300.00 1102. Abstract or title search to Attorneys' Title Insurance Fund, Inc. 195.00 1103. Title examination to OId Florida Title Company 175.00 1104. Title insurance binder to 1105. Document preparation to 1106. Notary fees to 1107. Attorney's Fees to Black & Black, P.A. - - - 1,995.00 400.00 (includes above item numbers: ) 1108. Title Insurance to Attorneys' Title Insurance Fund, Inc. (includes above item numbers: ) 1109. Lender's coverage (Premium): 5370,000.00 ($25.00) 1110. Owners coverage (Premium): S379,000.00 ($1,970.00) 1111. Endorse: ALTA 6- 25.00;ALTA 8.1- 25.00;FF9- 199.50 249.50 1112. to 1113. to 1200. Government recording and transfer charges: 1201. Recording fees Deed $10.50 Mortgage(s) $55.50 Releases 66.00 1202. City/county tax/stamps Deed Mortgage(s) $740.00 740.00 1203. State tax/stamps Deed $2,274.00 Mortgage(s) $1,295.00 1,295.00 2,274.00 1204. to 1205. t 1300. Additional settlement charges: Borrower POC Seller POC 1301. Survey to GT Surveying Services, Inc 250.00 1302. Pest lnspection to 1303. Courier Fees to Black & Black, P.A. 20.00 1304. Water Escrow to OId Florida Title Company 250.00 1305. to 1306. to 1307. to 1308. to 1309. 1400. Total settlement charges: ( Enter on lines 103, Section 1 and 502, Section K) 7,622.39 14,509.00 1 have carefully reviewed the HUD -1 S= -ment Statement and to the best of my knowledge and belief, it is a true and accurate statement of all t my account or b = i s transa ' • e ify that I have received a copy of the HUD -1 Settlement Statement. 10 III i . � Borrower • , and disbursements made on By: The HU a -1 Settlement Statement w hich 1 have prepared is a true and accurate account of this transaction. I have caused. or will with this statement. Old Florida Title Company Borrower James 1. Stamatis Alicia B. Stamatis As Its Authorized Representative Date WARNING: It is a crime to knowingly make false statements to the United States on this or any other similar form. Pr For details see: Title 18 U.S. Code Section 1001 and Section 1010. /"& C v QZ niie'Ns Co/vs,' 1140) 0 4'7: 1 ?o/ �Y�,. =moo sz- /nlA�l� s%/c7z ' ��,ai D _ `QT; / J � 1T5 'C'1 J ff oR 0 /?es /a d'w cc`). LUMBER SPECIFICATIONS (TP1 74/1977 GRADING RULES) TOP CHORD 2.4 140,2 DRY 50. PIIR: BOT CHORD 2.4 140.2 DRY SO, PINE WEBS 2.4 N0.3 DRY 50. PINE NOTE: NOTE: 1 x 4 CONTINUOUS LATERAL COLUMN BRACING ATTACHED W1T11 TWO (2) 8d NAILS EACH MEM- BER WHERE INDICATED, FOR REKAINDER OF PLATES, REFER TO DRAWING R 5.000070,, DESIGNED BY: A CASTRO /MIL 5. '9 °Ty_ of T c-NO.. - -- - _ ACES 12 _8_ZY.91 ts_' /3 op/ 79ces V o //9 7. /L J9 TH. 7.4 C4C3.4 ArTztr.w_ /09Go AL 13 /Y41%5 i, '7H , C8S o cH TN.W.I.ROn.I phi.. me !armed nom 16 .na 20 gaups, Grads A, hot-dipped g.Ir•nll.d .1..1. PI.1•. .hall b. ■ppll.d to bath lace. of Irv.s Al .acn lolnl. Whits dimensions u. nol shown, place Molls .rmm•trIcally about lolnl. Whore no .n.►Ihlnp 1..pplled 0Ir.clly 10 lop cnora., Ih. .hall b.. Discord .I Inl.nu, not ..c..ding 3'-0", Venire no 11910 owing I..pp11.0 directly 10 bollom chord., they .hall W brac.d .l Intone!. not a.c.ding 10'-0 . All .ddlllonal War.! bracing .S..clll.a On Hun It for bracing individual Hun m.mb.n only. All p•rm.n.nl bracing for Ina overall .IruClur. Is 10 be pro.Iad by det loner of compl.l. ,wclur.. Tru.W.l•Ron.1 Doors no leoponsibillly Ion In. .ucIIOn 01 ',us ..a. P.non. srecIIng Irvsa•s a aullon.d 10 .C.A prol.s.lon.l .Orlu regarding l.mporuY •r.cllon bracing whICh 11 .lw.y. r.qulr.d 10 prevent toppling and - dominolnp'. lht. 14 11 has Oaten 0.•ICn.0 to m..l .p011ubto prorl.lon. OI Ih. "N.Ilonal Design Sp.clllullon. for Si.. t.Or.a. Lumbar and lit F ..l.nlnp. INFPAI .O '0..lpn 6pKlllc,11on. for Light Monti Plat. Conn.clad Wood Trusses' R 1 Cutting and Fabrlulion .hall b. •ccompll.hd u.ing equipment which .111 ',to-duos snug lilllnp olnl. .no p1.1.1. W .. Car. should ...naiad Mason all time. 1a av0ld d.m.g. oupn c.f.i.., handling oi Ir,.... during unloading, liming and .tKllon. 4'- 4" CANT. CANTILEVER DETAIL 11 G's5f7 /J,!/Oe .7-°/2 -cf/ _ /2'rx /G" /3o77. c 'O. = 8 "x /P r•. _ To /3e iv9/L 47 /307/1 igcES o - To�D `..' 0 c c ay 6' 1,zwA Y NA /JS 2 2� _ x sT1" q �41- 4 " ovERALL_SPNN 3x6 A 28 12 /3 ' f54cG 7; D44 3.4 LIVE•LOAO 30 P..1. DEAD LOAD - - - - - - - - C E ILING L. L 0 pa.l. CEILING 0. L 1 , 0 p, .l S S p...l. 195 PSI Altowabl. Unll Slr•a. 331 Inc:.... lot Shon T.rm Loading • 12 3.4 3'- 0" CANT. • TRUSWAL RONEL /r ∎ ∎v ■ v CANTILEVER DETAIL 36' 4" OVERALL SPAN 07 es - 101 NAME .11165 INTERNATIONAL PANAMERICANA,INC. PITC11r0EP1N 7,0 DRAWN IT A,C, flit N0. SPAN 3.6 36' 4" CHICK( 11 IT 129 - 2297 SPACING 74 "o,c. DAIS 17 -20:78 45390 ODD- 36- 7 -55-R HEEL PLATII AS SHOWN ON TRUSS DESIGN (TYPICAL) 1'-6" IILAV' ROOFII1O 3 -0" LICIIT ROOFING 2x4 RAKE OVERIIANO 7,5 - 1xb 2451 1,5 -3 1630 (1 2x4 TREATED LEDGER. . (BY GTIIERS) UP To 6' -6" MAX, 1� OVERHANG W /LEVEL RE'T'URN (2x6 TOP CHORD) 3' -6" NEAVI' ROOFING 4' -0" LICIIT ROOFING 2x6 RAKE OVERIIAIIC 2,5 -5 2452 P TO 3' -0' 1,5 -3 1630 1x a _ ISn_' 117TO 12" VARIES 1,5 -] 1630 IIVIrAI 1■111u1; 111111 111 4401 41041 II 1 10 OAVOI 01AD1 A 11119 1 113.111111141,1101 011110 OAIY, mil. 311111 111111 11 4 10 10111 38C1 01 11911 Af 11CH 10141. W DI411111ON1 A11 1101 4..0*4, 114(1 111111 31144114IC AIIT 1101)1 10111f 01 Al 1401(4110 11 (13(131 101. MN141 140 111141"1"0 11 ►111110 01 10 101 040 I143T 111111 11 33A43* Al VI11IV411 ■01 11(1101/40 1'.0', *4111 340 11010 (111140 41 431111* 0111(111 10 10110 (140101, 11 THAN 11 114(10 AI 14111441) 1101 IIC1101110 10'.0'. A11 1 001II0NA8 111(140 11401(4110 1 41113 11 141141110 Al 1411 01 1111 P11344311111 111UCIU11. 11111 -11 11111 ll/(, 11 110 111(01111111111 101 1111 111(11011 0P 11111111. 1 1110341 111(11■0 14111111 1 S1 (IVIIOIIID 30 1113 I1011l11O■141 104111 1104301140 114101A11 133(1104 11444410 WHIG, it A■WA ?I 11111,10 10 111V1441 101 4110 "0041401110", ((411140 8110 IA111CA110 1" 11 A(C041111 01110 •(4IP91311 *111(4 *111 11000CI 3341)0 11141/40 101411 A 114111. 0` 118141 API 14110 ON 1111 VII A 1' 340311441 *10111 03 11411110 AI IACH I'*0 11111H0 *'101441 OP V/ IO 1 IAA? 11 (4110 *141G31 11 1113111 411 131(11411 111 1141 MA11111111 0911411 11111 01 I". OVERHANG W /I.eveL RETURN (USING WEDGE) CANTILEVER TRUSS WITH OVERHANG 6 LEVEL RETURN WED IIEQ'D, EVERY 36 0,C, 1,5 -3 1630 1,5.4 1 • a — = 2 G� UPT0k1:0 OVF.RIIANC W / LEVEL RETURN (2x4 TOP CHORD) 2,5 -4 2437 n Gr 21 T" 2 TO 21 -0" 2' -0' 2x4 OVERHANG WITH LEVEL RETURN 6 RAKE OVERIIAIIC NOTRI LUMBER TO DE AS SPECIFIED ON TRUSS DESICII. . TRUSSES SIIALL RE FASTENED TO BEARING WALLS WITH FRAMING ANCHOR OR EQUIVALENT, 111 AREAS SUDuECT TO HURRICANE WINDS, TRUSSES SIIALL DE FASTENED WITH 1/8" X 1 STEEL STRAP ANCHOR ENDEDIIED IN TIE -IIENi AND DENT OVER TOP CHORD (BOTTOM CHORDS IN CANTIIJ VER TRUSSES) AND SECURED WITH 3 -16d NAILS, 01111:4 EQUIVALENT METHODS HAY DE USED, LEVEL RETURN OVER 24" LONG SIIALL DR FASTENED TO 2x4 TREATED LEDGER WITH FRAMING ANCIIOII, LEDCI;II TO D1; DOI,T1:0 TO WALL 48" O,C, (24" O.C. FOR OVPRIIAIIC GREATER THAN Or.) LICIIT ROOFING - ASPHALT SIIIIICLES, SHEET IIP,TAL ETC. HEAVY R00PIN0 - SLATE, CPJIEIIT TILE ETC, VARIES CIIICTID IT A .E.A. R- • OVERHANG DETAILS FOR SLOPES 2,W2 OR GREATEN P11CH 2,5/12 SPAN SPACING OR CREATER DIAWN IT A .R.A. 04%10. No. 24" 0.0 DA11 5-11-77 SPECIES L GRADE MAX. 0/A SPAIIS (EFFECTIVE 3/15/ 2X4 TC 2X4 BC - S 0 U T H E R H P 1 H E DENSE SEL. STR. KD 44'- /' 45'- 4' SELECT STR. KD' 43'- 0' 45'- 4' 11 DENSE KD 43' - 4' 45'- 4' 1 1 K D 4 1 ' - 8 • 4 3 ' - 0 • 12 DENSE KD 4)'- 0' 42'- 8' 12 KD 37' - 0' 38'- 4' DENSE SEL. STR. DRY 43'- 0' 15'- 4• SELECT STR. DRY 42'- 0' 45'- 4' 11 DENSE DRY 42'- 4' 15'- 4' 11 DRY 39'- 4' 4)'- 0' 12 DENSE DRY 38'- 0' 40'- 4' 1 2 DRY 31' 0' 35' 8' D O U G L A S F 1 R - L A R C H DENSE SEL.STR.MC -15 45'- 4• 45'- 4' SEL. STR. MC -15 43'- 8' 45'- 4• 11 DEIISE MC -15 44'- 4' 45'- 4• 42 DEHSE MC -15' 41'- 4• 43'- 4' I1 MC -15 42'- 4' 45'- 0' 12 MC -15 37'- 4' 38'- 8• DENSE SEL. STR. DRY 44'- 4' 45'- 4' SEL. STR. DRY 42'- 8' 45'- 4' 11 DENSE DRY 43' 0' 45' 4' 12 DENSE DRY 38'- 0' 4)'- 0' 11 DRY 40'- 0' 4 2' - 8' 12 DRY 34'- 8• 36'- 6' H E M- F 1 R SEL. STR. MC -15 40'- 4' 42'- 8' I1 MC -15 37'- 0' 37'- 8' 12 MC -15 32'- 0' 32'- 8' SEL STR. DRY 39'- 4• 40'- 4' 11 DRY 34' - 4• 35' - B' 12 DRY 29'- 8' 30'- 8' W E B M E M B E R S 2X41 13 SO PINE, EQUAL OR BETTER. NOTE: FOR 7/12 SPANS 39'- 10" , THE TRUSS EXCEEDS 12' -0 ". A 1x4 CONTINUOUS LATERAL WHEN WEB LENGTH EXCEEDS "''' spENit Y •IL*..'• ••.di � r � /IC�I� .. 5 " . NO. 22958 . ..5 31 0 - : Y?Y ti „ MATE of '? j T T. r lo N lo A . • ' `�' t /flfkl �1 = GREATER THAN * TWO TIMES PEAK IIEICIIT ** FOUR TIMES BRACE REOURIED 12'- 6 ". ' 12a o` Pop 5x6 TO 36' -4" \1A 6x6 TO 45'- 4" TIC PT A AS 3x5 'l �•• •. T. C. SP2 TC SP 1 TOP CHORD SLOPE 1 TOP CHORD SLOPE CINTI SHOWN MINE 5x5 TO 33' -8" 1 6x6 TO 42' -0" 7x7 TO 45' -4" NOTE P' ONLY ONE TOP CHORD SPLICE ALLOWED IN EACH CHORD • 4x5 �i I 4 CONTINUOUS LATERAL BRACING 2x4 12 , # 5 ' 6 ' 7 EQUAL AREAS • 1� * Q ** ? 12 2 12. •BLOCK - r / N borrA pommom 2x4 Ir X51• cn 3x7 TO 33'-4" 3x5 4x6 TO 37 8" ( I 3x8 TO 34 0" 4x7 10 42'- 8" *5x8 TO 45' -4" LU4of panel** -12 "� 4x9 TO 45' -4" 4x8 TO 45' - 4" BTM.CHO.S2 P. N 0 i E 1 Do NOT COMIINI IrM. CHO. SI1.1(1 T AND 1 IN SAME TIUSM. It NICISSAIY, • TWO 5711 1 51(1(1) MAY 11 U31D. BTM, CHCI SP. I • 5x8 TO 34'- 0" 0/ A SPAN 6x8 TO 45' -4" IIUS*Al SYSIIMS: 110711 APB MA01 110(4 11 1 70 OAU01 O7A01 A 14)7(4 0444-77) /IIMI, HOT DIP110 OA1V. 5111(. ►1•t13 SHAHS 11 A /71110 10 10117 IAC11 Or 111)51 AI 10(11 (01 WHlll 01(41(4510,11 All 1707 SHOWN, PIACI I14111 STMM1111CA1LY ABOUT 101/41 01 Al 11401(0110 11 CIIC111 101. WNII1 n0 1NIAIHING IS Arpl1I0 DIPICIII TO 707 (140105, 1141* S/IA11 11 710(10 AT INI1IVAl1 N01 17(1101NO 1'.0'. WM111 NO lido (1111,10 11 A 0 0111CIUY 10 10110M CHORD), 11111 114011 11 SIACID AT INtlIVAll NOT 17(1101,10 Alt I IWWA 1111t 7 1 11x15 0 11SON1111 1 i 1141 P•11 11 101 1141111(101/ 011 O P 7 UNI1. IIISON11 1( 1 •11 c•u/101410 10 1110 11011111ON•l ADV111 110AE01HO IIM10II11 111(7(0(4 1110(1140 WHIM 11 AlWAT5 1100)1/10 10 111V1(4t 107111,10 ANO "OOMIn01NO ". CV111N0 AND I•lI,CA11O" SHALL 11 ACCOMIIISN10 VSIMO IoUIrMINI wHI(11 *III PRODUCT !HUG 11111740 1011475 AND 7(0111. OV11•11 110741 All 14110 ON NB Ulf 0? A 1' NOMINA1 WIOIH O1 11411 ,10 Al TAO/ 1140 11411HO WIOIMS 01 UP TO 7' MAT 11 V110 WHICH *Ili 111(411 AM INC11A71 IN 7141 MAIIMUM °VIIAII SPAN 01 1 '. Top Chord Live Load 30 P11 To Chord Nod load 15 p/1 Blm. Chord live Load 0 pil Btm. Chord Oeod food 10 Pt( T 0 TAL 55 psi 33,37. Allowoble Unit Sire's ( In for Short Term LoodlrQ TYPE 6/4 PITCH SPAN 45' -4" SPACING 24" O.C. TRUBWAL 5,6,7 RC3 E DRAWN BY J.W.V. CHECKED BY J.W.V. DATE 2 -8 -77 11110,4111 DflWG. • N o. R 5.00007 0 J LUMBER SPECIFICATIONS (TPI 74/1977 GRADING RULES) TOP CHORD 2x4 NO.2 DRY SO. PINE BOT CHORD 2x4 NO.2 DRY SO. PINE WEBS 2x4 NO.3 DRY SO. PINE NOTE: 1 x 4 CONTINUOUS LATERAL COLUMN BRACING ATTACHED WITH TWO (2) 8d NAILS EACH MEM- BER WHERE INDICATED. NOTE: FOR REMAINDER OF PLATES, REFER TO DRAWING R 5.00007D. DESIGNED BY: A. CASTRO 3x4 12 7 4'- 4" CANT. CANTILEVER DETAIL 3x6 3x6 A 28 12 12 7 V CANTILEVER DETAIL 12R -2297 Tru.Wal -Ronel plates are formed from 18 and 20 gauge. Grade A. hot-clipped galvanized steel. Plates shall be applied to both lace of truss at each joint. Where dimensions are not shown, place plates symmetrically about loin*. Where no sheathing le applied directly to top chords, they shall be braced at Intervals not exceeding 3'-0". Where no rigid calling la applied directly to bottom chords, they shall be braced at Intervals not exceeding 10'-0 All additional lateral bracing specified on truss Is for bracing Individual truss members only. All permanent bracing for Ire overall ■Iructurs le to be provided by designer of complete structure. TrusW*I -Ronel bears no responsibility for the erection of trusses. Persons erecting trusses are cautioned to seek professional advice regarding temporary erection bracing which Is always required to prevent toppling and "dominoing - . Thls truss has been designed to meet applicable provision* of the "National Design Specifications for Stress -Grade Lumber and Its Fastenings" (NFPA) and "Design Specifications for Light Metal Plate Connected Wood Trusses" (TPI). Cutting and Fabrication shall be accomplished using equipment which will produce snug fitting Joints and plates. Cara should be exercised at all times to avoid damage through careless handling of trusses during unloading, storing and erection. " LOAD LOAD NG L. L • CEILING D. L 30 pa.1. 15 p.r.f. 0 ps.l. 10 55 p.s.1. 195 PSI Allowable Unit Stress 33% Increase for Short Term Loading TRUSWAL RONEL JOB MANE J1165 INTERNATIONAL P INC . PITCH /OEPTH SPAN SPACING 7,0 36'- 4" 24 "o,c. DRAWN BY CHECK BY OATE A.C. 12 -20 -78 FILE NO. 45390 ODD- 36- 7 -55 -X l 1. !• 1• . 1 y .. .. ... -. . JOB NAME: INT. PAN AM .11165 DESIGNER: AC DA1E1 12/ 18/ 78 1 MEMBER TRUSS SPAN' 31 FT 4 IN 0 /16TH LOADING: 30. 154 10 • 55 PSF AT 33.32 SPACING: 24 1N 0.C. . OVERHANG: _ L E F T 0 FT 0 1N. RICHT 0 FT 0 IN BEARING SIZES' LEFT 8 IN, RIGHT 8 IN CANT: LEFT 4 FT 4 1N, RIGHT 2 FT 12 IN MEMBER FORCES FROM LEFT TO RICHT TOP CHORD BOTTOM CHORD WEBS T 1• 668 8 1. -577 Y 1= -2135 i 2• -792 B 2• 160 11 2= 888 T 3. -1030 8 3• 944 Y 3• -640 T 4• -1030 8 4• 1103 Y 4. -86 T 5• -1174 8 5= 762 Y 5= 507 T 6• 641 B 6• -554 Y 6= -336 Y 7= -218 Y 8= 427 Y 9= -2239 REACTION AT 8 • 2095 REACTION AT 12 • 1902 TOP AND BOTTOM CHORD LUMBER ANALYSIS: UNIFORM LOADS 90 PLF FROM PTS 1 TO 7 TC 20 PLF FROM PTS 1 TO 7 BC TOP CHORD: (MINIMUM GRADE) 2 X 4 112 DRY S0. PINE 1650 FB PANEL 1 PANEL 2 PANEL 3 PANEL 4 PANEL 5 PANEL 6 M.COEF. 11 11 11 11 11 11 SLOPE 7.00 7.00 7.00 -7.00 -7.00 -7.00 LEN(FT) 6.37 5.90 5.90 5.90 5.90 6.37 FA(PSI) 825 975 975 975 975 825 AXIAL .116 .116 .151 .151 .172 .111 BENDING .590 .507 .507 .507 .507 .590 CSI .706 .623 .658 .658 .679 .701 BOT CHORD: (MINIMUM GRADE) 2 X 4 82 DRY S0. PINE 1650 FB PANEL 1 PANEL 2 PANEL 3 PANEL 4 PANEL 5 PANEL 6 M.COEF. 8 8 8 8 8 8 SLOPE .00 .00 .00 .00 .00 .00 LEN(FT) 5.00 8.18 9.08 9.08 8.18 3.67 FA(PSI) 975 825 825 825 825 975 AXIAL .085 .028 .164 .191 .132 .081 BENDING .111 .298 .367 .367 .29B .060 CS] .196 .323 .531 .558 .430 .141 WEB ANALYSIS: ALL WEBS 2 X 4 83 DRY SO. PINE WEB 3 MUST BE BRACED AT 1/ 2 POINTS). WEB 4 MUST BE BRACED AT 1/ 2 POINT(S). WEB 6 MUST BE BRACED AT 1/ 2 POINT(S). WEB 7 MUST BE BRACED AT 1/ 2 POINT(S). UNLESS NOTED BELOW NOTES: ALLOWABLE MAXIMUM LOAD DEFLECTION (L/360) • 1.211 IN. ACTUAL MAXIMUM LIVE LOAD DEFLECTION • .040 IN. OCCURS AT PANEL POINT 10. 825 FT 825 FT SUPPORTING CALCULATIONS FOR DRAWING / 45390 973 FC 1600000. E 975 FC 1600000. E 2' 0" 0.C. TYPICAL IIIP CORNER FRAMING PLAN 3275 2.5 UP TO 7 17 0 o � 3 -5 9' -10 13/16" HIP JACK LUMBER SPECIFICATIONS (SPIB 1 HIP JACK TOP CHORD BOTTOM CHORD WEB ALL JACKS 3 -8 ' 3275 1lufwAl STSII MS' Pt•I1f •l1 MAD! 110M 11 A 10 OAUOI 01.01 • (ASIM Al /1 -17 1 111111, NOT OIPPID OALV. 11111. P1.111 SNAIL 11 APPIIIO 10 10114 PACIS 01 111/11 AT 1ACH 101N?. WHIZ! OIMINS10N1 A111 NOt IHOWN, PIAC1 P1 A111 ISMM1T11CALLY AIOUT POINT 01 Al INDICAIID 11 CIICLIS 101. *11111 NO 510.41411140 11 APItIlO 011110111 10 10! 0140101, 1141! SN•l1 11 11•CID AT INIIIVALS NOT 11(1101NO ]'- 0 W14lll NO 11010 CLUING IL • 0 011ICIL1 TO 10110M (410101,1141! SNAIL 11 /!ACID AT INI11VA1S NOI 11CIIOINO 10' -0 All •001110NA1 II•CING 11401(•110 MUTT 11 INSIAIIID AS PAIL 01 1141 PIIMANINT SIIUCIU11 Ilu$W•1 11111111 INC. 11A11 NO 1ISPONf1I 101 TH1 111(11014 01 IIUf1 /f. P111ONS 1I1CT1110 IIUSSIS 111 C•U110N10 10 111! PIOIISSIONAI ADV111 110A101N0 1141101.411 I /1C11ON 11•(1NG WHICH if •IWATI IIou1110 10 PIIVINT TOPPLING ANO "OOMIHOINO ". CUIIINO ANO I•IIIC•IION SNAIL 11 ACCOMPLISHIO USING IDUIPMINI WHICH WILL PIOOUCI SNUO P1111N0 1011111 •ND PLAT11. OVIIAII SPANS •11 IA110 ON 1141 US1 OP A 1 NOMINAL *10114 01 11.11140 Al 1•014 1N0 11.11140 *101141 01 UP 10 1' MA! 11 11110 WHICH *111 P114111 AN 114 114 IN1 MAIIMUM OVIIAII SPAN OP 1 NOTE 3 NOTE 3 2x4 No. 1' K.D, 2x4 No.1 K.D. 2x4 No.3 K.D. 2x4 No,2 K.D. Top Chord Live Lood 30 psi Top Chord Deod Lood 15 P1l Btm. Chord Live load 0 psi BIm. Chord Deod Lood 10 p11 T O T A L 55 psi 33.3% Allowable Unit Stress Increase for Short Term Loodinp SO. PINE SO. PINE SO. PINE SO. PINE 1'0" NOTE 1: NOTE 2: NOTE 3: TRUSWAL RON EL r■11I■---ail I_ 0 " 5 r_ 0 • CORNER JACKS FASTEN W/2 - 16d TOENAILS FASTEN W/3 - 16d TOENAILS FASTEN W/4 - 16d TOENAILS OR WITH APPROVED 45 TRUSS HANGAR TYPE 7' JACKS PITCH 2.5 SPAN 7' TO 7/12 SET BACK DRAWN BY CHECKED SY A.E.A. A.E.A. ORWG. No. T -HJ -47 D NOTE 2 NOTE 1 NOTE 1 NOTE 1 SPACING 24" 0.C. DATE 5 -27 -77 MINInUM GRRDE OF LUMBER TOP CHORD 2X 4 NO. 1 DENSE SOUTHERN PINE KO BOTTIM CHORD 2X 6 NUMBER 1 SOUTHERN PINE KO WEB nEMBERS 2X 4 NUMBER 3 SOUTHERN PINE KO LORDING R 347 0 916 8 430 H 515 C 316 I 525 0 312 J 525 E 312 K 525 F 537 R -8 8 -C C -0 0 -E E -F FORCES -14111 R -0 13689 8-0 916 - 18137 0-M 13689 8 -H 4908 -20936 14-1 18137 C -I1 -1562 -21869 1-4 20936 C -1 9068 -21869 J -F 20936 0 -1 -731 0 -J 1023 E -J -912 3F INCLUDES 1O9'. LIVE LOAD REDUCT OBI LOADING (PSFI - TOP CHORO LIVE 4 27.0 TOP CHORD DEAD 15.0 BOTTOM CHORD 10.0 TOTAL 52.0 SPACING 0.C. POSTAPR.770SGN.STR. RLLOWRBLE STRESS INC.FOR SHORT TIME LOROI:!i COND. 93 I. SCALE 0.75' = 1 . - ACTIVE MEMBER !r� RERCT IONS R -3769 NOTE: THIS G IIRDE'R CARPtE6 'l -O SE7E3ACK CONNECTOR PLATES ARE MONEX (+4) TYPE MANUFACTURED BY MONEX CORPORATION FROM 20 GAUGE (UNLESS OTHER- WISE SHOWN) GALVANIZED STEEL BRACINGS: THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING (WHICH IS AL- WAYS REOUIRE01 CONSULT BUILDING ENGINEER OR ARCHITECT. 41 N 4 R PLJ+'TES TRUSS SYMMETRICAL ABOUT CENTER LINE EXCEPT AS SHOWN 636 ( 1 6Q nCcES'TED CAMBER S @ ) MONEX CONNECTOR SYSTEM HIP GIROER J 6x8 3v —e 0" 2 MEMBER W/ I(d NAI THROUGp1OU CFioFZO, AN APPROVED FOR MONEX CORP. REG.ENG.N0.13658 FLA PLATES ARE TO BE INSTALLED ON 1 OTH FACLS OF JOINTS. SYMMETRICALLY IUNLESS OTHER %ISE SPECIFIED BY OIMEN- SIONSI AVOIDING KNOTS AND DIS IIR TED GRAIN. JOINTS TO BE HELD FIRMLY TOGETHER UNTIL TEETH ARE EMBEDDED IN THE W:00. DESIGN STANDARDS CONFORM WITH NATIONAL DESIGN SPECI- FICATIONS FOR STRESS GRADE LL MBE AND ITS FASTENINGS. CONNECTED TOGETHER _ 12° O• C. STAGC,ER'30 T Tot= CnORO 6cr;TOM D WE■?.S (CLII I A 9) • K OESICNEO BY GNT CHECKED BY rIY! ORTE 08/29/78 DRAWING NO. irlX;-IOG R -4 1_,,c4 MIN. ERG. FL.(TYP.' 4 x5 -, c 5x8'/Lb. J 5' 11- 7 /1R' 4x8 . 6' 1- 9 /1fi• K 415 y 5' 11- 7 /1R f I L 1 21 -0 , 4x "" "" 9' I 9 / 1 L nINlnUn GRADE OF LUMBER TOP CHORD 2X 4 NO. 1 DENSE SOUTHERN PINE KO 60TTOn CHORD 2X 4 N0. 1 DENSE SOUTHERN PINE KO WEB MEMBERS 2X 4 NUMBER 3 SOUTHERN PINE KO LORDING R 292 I 8 390 J C 453 K 0 542 1. E 642 F 453 0 390 H 292 146 120 120 148 LORDING IPSF) TOP CHORD LIVE 90.0 TOP CHORO DEAD 15.0 BOTTOn CHORD 10.0 TOTAL 55.0 R -8 6 -C C -0 0 -E E -F F -0 0-H -6809 -6047 -7687 7687 -7687 -6047 -6809 9'- FORCES R -I 6605 I -J 6867 J -K 7687 K -L 6867 L -K 6605 SPACING 2.C' 0.C. POSTRPR.770SCN.STR. RLLOWA °LE STRESS INC.FOR SHORT TIME LOROING COND. 33 X 6 -I C -I C -J 0 -J J -E E -K K -F F -L L -0 -767 951 1937 -642 0 -542 1937 951 -787 SCALE _ - = 1' ACTIVE MEMBER REACTIONS R -1949 K -1949 CONNECTOR PLATES ARE MONEX (*) TYPE MANUFACTURED BY MONEX CORPORATION FROM 20 GAUGE (UNLESS OTHER. WISE SHOWN) GALVANIZED STEEL BRACINGS: THIS DESIGN 15 FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING (WHICH IS AL. WAYS REQUIRED) CONSULT BUILDING ENGINEER OR ARCHITECT. 9 �.� c•.. I ..0 u�� 12 � \� B 2x9 Sxi. "�@LK. i2 9x>> I PLATES ARE TO BE INSTALLED ON BOTH FACES OF JOINTS. SYMMCTRICALLY (UNLESS OTIIER.9 SE SPECIFIED BY DIMEN• SIONSI AVOIDING KNOTS AND OIS' (RTED GRAIN. JOINTS TO BE HELO FIRMLY TOGETHER UNTIL TEETH ARE EMBEDDED IN THE W000. JESIGN STANDARDS CONFORM WIT11 NATIONAL DESIGN SPECI- FICATIONS FOR STRESS GRADE LI AND ITS FASTENINGS. 4iF N 4 R PLATES . :O CAMr,EFZ 1 G MONEX CONNECTOR SYSTEM HIP al APPROVED FOR rONEX CORP. REG.ENG.N0.13658 FLR DES NNE() BY CNT CHECKED 5Y MYI DATE 05/29/78 ORRN :NG NO. TrXhOM R MINIMUM GRADE OF TOP CHORD 2X BGTTOM CHORD 2X WE3 MEMBERS 2X LOADING P 357 F 163 8 480 0 84 C 438 M 94 0 422 E 518 LORDING (PSF) TOP CHORD LIVE 30.0 TOP CHDRO DEAD 15.0 BOTTOM CMORO 10.0 TOTAL 55.0 LUMBER 4 NUMBER 1 SOUTHERN PINE KD 4 NO. 1 DENSE SOUTHERN PINE KO 4 NUMBER 3 SOUTHERN PINE KO R -8 8 -c c -0 0 -E -6541 -5594 -6320 •6320 FORCES R -F 6345 F -0 5427 0-E 8320 SPACING 2.0' 0.C. POSTRPR.77DSCN.STR. ALLOWABLE STRESS INC.FOR SHORT TIME LORDING COND. 33 X 8 -F C -F C -0 0 -0 -952 403 1032 -422 SCALE_ 075' = 1' ACTIVE MEMBER REACTIONS R -1943 CONNECTOR PLATES ARE MONEX IMG I TYPE MANUFACTURED BY MONEX CORPORATION FROM 20 GAUGE (UNLESS OTHER. WISE SHOWN) GALVANIZED STEEL BRACINGS: THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING (WHICH IS AL. WAYS REQUIRED( CONSULT BUILDING ENGINEER OR ARCHITECT. (SUGGESTED CAMEERI IQ" @ C) MONEX CONNECTOR SYSTEM HIP tt2 TRUSS SYMMETRICAL ABOUT CENTER LINE EXCEPT AS SHOWN PLATES ARE TO BE INSTALLED ON ILA H FACE: OF JOINTS. SYMMETRICALLY (UNLESS OTHERVI SE SPECIFIED BY DIMEN• SIONS) AVOIDING KNOTS AND DIST: RTEO GRAIN. JOINTS TO BE HELD FIRMLY TOGETHER UNTIL. TEETH ARE EMBEDDED IN THE WOOD. DESIGN STANDARDS CONFORM WITH NATIONAL DESIGN SPEC(. FICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS. J�r N 4 R PLATE APPROVED FOR MONEX CORP. REO ENO.N0.13658 FLA OES!CNEO BY GNT CMECKEO BY r1Yl DATE 00/29/78 DRAWING NO. TMXiOI R LOADING R 351 F 127 6 S:3 0 111 C 6G0 M 100 0 450 1 111 E 611 LOADING (PSFI TOP CHORD LIVE 30.0 TOP CHORD 0EA0 15.0 BOTTOM CMORO 10.0 TOTAL 55.0 n!NltUn GRADE OF LUMBER TOP CHORD 2X 4 NO. 1 DENSE SOUTHERN PINE KO 67TTC.I CHORD 2X 4 NUMBER 1 SOUTHERN PINE KO WEB fEnBERS 2X 4 NUMBER 9 SOUTHERN PINE KO R -8 8 -C C -0 0 -E -6524 -6140 -5421 -6421 FORCES R -F 6330 F -0 6330 0-M 4987 M -E 4987 SPACING 2.0' 0.C. POSTRPR•770SCN.STR. ALLOWABLE STRESS 1NI:.FOR SHORT TIME LOADING CONO. 99 X 8 -F 127 8 -0 -1391 C -0 472 C -M 614 0 -M -450 SCRLE 0.75' = 1' RCT1VE • I • REACTIONS R -1843 CONNECTOR PLATES ARE MONEX WI TYPE MANUFACTURED BY MONEX CORPORATION FROM 20 GAUGE (UNLESS OTHER. WISE SHOWN! GALVANIZED STEEL. BRACINGS: THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING (WHICH IS AL. WAYS REOUIREDI CONSULT BUILDING ENGINEER OR ARCHITECT. TRUSS SYMMETRICAL ABOUT 13 O CENTER LINE EXCEPT AS SHOWN MONEX CONNECTOR SYSTEM HIP a3 /5J_aGE -BTEC. GA.MBET.: 1 2 4 ' PLATES ARE TO OE INSTALLED On BOTH FACES OF JOIr:TS, SYMMETRICALLY IUNLCSS OTIII 14:h iE SPECIF IED UV DIMEN• SIONS) AVOIDIN(, KNOTS AND U S FO R1 ED GRAIN. JOINTS TO BE HELD F,RMLY TOGETHER UtiTIL -EETH ARE EMBEDDED IN THE WOOD. OESIGN STANDARDS CONFORM WITH NATIONAL DESIGN SPEC'. FICATIONS FOR STRLSS GRADE , _UMUER AND IT5 FASTENINGS * ►: . R PLkTE-s REG.ENG.N0.13658 FLA 2x4 MIN. BRG. F2.(TYR) 2x3 4x5 5x /e1-K. 4x8 36'- O" APPROVED FOR MONEX CORP. DESIitED BY ONT CHEC<E0 81' MYI GATE 09/29/78 DRAWING NO. TMXMOJ K t ?INI1Url GRR( . LUMBER TOP CHORD tX 4 NUMBER 1 SOUTHERN PINE KO BOTTOM CHORD 2X 4 N0. 1 DENSE SOUTHERN PINE KO WEB (IEnBERS 2X 4 NUMBER 3 SOUTHERN PINE KO A B C 0 LORDING 320 F 147 451 0 130 418 M 130 479 608 R -B 8 -C C -0 0 -E -6695 -6135 -4687 -4547 FORCES R -F 6495 F -0 5524 0-E 4547 B 11/16' 12 3.0(/ 8 - F - 528 F -C 630 C -0 -1111 0 - 658 i5 1 - ■ REACTIONS A -1843 CONNECTOR PLATES ARE MONO( 1.1h) TYPE MANUFACTURED BY MONEX CORPORATION FROM 20 GAUGE (UNLESS OTHER- WISE SHOWN( GALVANIZED STEEL. BRACINGS: THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING (WHICH IS AL- WAYS REQUIRED) CONSULT BUILDING ENGINEER OR ARCHITECT. 6' 11- 8116' N P PLATES ' 7- 11/16' 5u.;yESTCU cAl -1 'LEz TRUSS SYMMETRICAL ABOUT CENTER LINE EXCEPT RS SHOWN PLATES AIIE TO BE INSTALLED ON FACES OF JOINTS. SYMMETR CALLYII.MLESS OTHERN ,PECIFIED BY DIMEN• SIONS) AVOIDING KNOTS AND DIST.)H1 ED GRAIN. JOIN15 TO BE HELD FIRMLY TCGETHER UNTIL TEETH ARL EMBEDDED IN THE W000. DESIGN STANDARDS CONFORM WITH NATIONAL DESIGN SPECI- FICATIONS FOR STRESS GRADE LUIIUER AND ITS FASTENINGS. 36' -LORDING (PSFI TOP CHORD LIVE 30.0 TOP CHORD DERO 15.0 BOTTOM CHORO 10.0 TOTAL 55.0 SPACING 2.0' 0.C. POSTAPR.770SGN.STR. ALLOWABLE STRESS INC.FOR SHORT TIME LORDING CONO. 33 2 SCALE 0.75' = 1' - ACTIVE 'MEMBER' MONEX CONNECTOR SYSTEM HIP 134 APPROVED FOR MONEX CORP. REG.ENG.N0.13656 FLR - h:: 5 OESIG(EO BY GNT CHECK .0 BY MYI DATE Ob/29/78 ORRWIlD N0. TtXHOK R R' 9- 11/16' ♦ 5' 6' 5• 2- 8/13' 2' 3• 2- 8/16' 5' 6' 6' !- 11/13 ,i_8 D !o <(0 E 1nx8 12 ii -o' J r F 4X s ems' w O rs C 4x 6 416 to � 5 `CE ('+LDC.ICI (rYP•) .646 - /ELK �� ..... .. 09.0 t 3x �� S Si L� 9.0L1-- 3 x R IINIMUM GRADE OF LUMBER TC? CHORO 2X 4 NUMBER 1 13r.TTOn CHORO 2X 4 NUMBER 1 WEB MEMBERS 2X 4 NUMBER 9 LORDING A 328 1 115 8 516 J 107 C 482 K 72 O 924 L 72 E 924 M 107 F 482 N 116 O 518 n 320 • LORDING (PSF) TOP CHORD LIVE 90.0 TOP CHORD DEAD 15.0 BOTTJn CHORD 10.0 TOTAL 55.0 A -8 8 -C C -0 0 -E • E -F F -0 0-n -6661 -5414 -4299 -4107 -4299 - 6414 - 6661 SOUTHERN PINE KO SOUTHERN PINE KO SOUTHERN PINE KO FORCES R -1 6462 1 -J 6462 J -K 6252 K -1 4107 L -n 5253 11 -N 6469 N - 11 6463 2x4 MIN. BAG. C(YP) I 2x9 SPACING 2.0' 0.C. POSTRPR.770SGN.STR. RLL'WABLE STRESS INC.FOR SHORT TIME LORDING COND. 39 X 8 -1 B -J C -J C -K 0 -K K -E E -L L -F I -n n -0 ACTIVE MEn9ER 115 0-11 116 -1254 435 -1308 702 -0 702 -1908 435 -1264 SCALE 0.50' = 1' 4x5 RERCT IONS R -1949 11 -1849 2'- 0' 7R• CONNECTOR PLATES ARE MONEX Ile) TYPE MANUFACTURED BY MONEX CORPORATION FROM 20 GAUGE (UNLESS OTHER. WISE SHOWN) GALVANIZED STEEL BRACINGS: THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING (WHICH IS AL. WAYS REQUIRED) CONSULT BUILDING ENGINEER OR ARCHITECT. 4xS L ( SuGGE6 - rCD CAMBER : 1 1 4 CP M 415 MONEX CONNECTOR SYSTEM HIP 5 N PLATES ARE TO BE INSTALLED ON 10TH FACES OF JOINTS, SYMMETRICALLY (UNLESS OTHERWISE SPECIFILD BY DIMEN SIONS) AVOIDING KNOTS AND DIST)RTED GRAIN. JOINTS TO BE HELD FIRMLY TOGETHER UNTIL TEETH ARE EMBEDDED IN THE WOOD. DESIGN STANDARCS CONFORM WITH NATIONAL DESIGN SPEC(. FICATIONS FOR STRESS GRADE LUTABER AND ITS FASTENINGS. 4 N 4 R PLATES 2x9 APPROVED FOR MONEX CORP. �a✓CGI�GCGGG �n REG•ENG.N0.13658 FLR H DESIGNED BY GNT CHEC) EO BY MYI GATE 08/29/78 DRAWING NO. TMXHOL R 3 PAIIEL FLAT ROOF TRUSS SPACED 2.00 FT. 0.C, TOP CHORD LOAD . 40.00 PSF 81M CHORD LOAD • 10.00 PSF L O P C H O R D B O T T O M C H O R D 11 • - 133.33(LC "2] /H B( • 0.0U 12 41 - 133.33( LC ^2 )/H 82 • 133. 33(LC "2 ]/H H • CEIITERLIIIE HEIGHT 111 INCHES LC • CLEARSPIIII 111 FEET. Nn11:: PROVISION MUST BE MADE FOR ADEQUATE ROOF DRAINAGE. 5x10 1 /l " MAX . T LOP CMD._ BEARING 0 10 0 H co 4-1 tttrl'E: CAMBER TOP AND BOTTOM CHORDS 1 /1b" FOR EACH 4' OF SL'AN. TRUSS IIEICIIT 1 OR IIICIIER 2'-0" OR HIGHER 2 OR IIICIIER 2 OR IIICIIER ( 2•d -Q '' NO SPLICE 4x10 4x8 4x7 4x6 2.4 DUR. FACTOR • 1.000% 11 E V1 • - 50,00LC V2 • - 33.33LC PLATE SPLICE B.C. ONLY 6x10 6x8 6x8 6x8 1111.11 41111.11 It•111 All MADI 11014 1111 30 01005 011A01 • 1*1114 A444 -171 411.11, /101 014310 c. 41111. /1 •111 SHALL II A 0 10 10144 /AC11 01 1111.111 At 1ACH 101111 WHIR! DI•II,510N1 *1l N• 1110 *N, ►I•CI 111111 SIM14111ICAI41 •10Ut 101311 OS Al INDICAIIO 1/ C,lCtll 101. «/1111 NO 11.1• 11 •111110 o111CIII 10 104 CHOIOS, 11411 S/1Al4 II 11ACIO Al 1N1/14...L1 NOf 11(1101110 410.0 Cl'.i40 11 A141110 0111C141 10 1011014 (440101, 1/111 IHAiI 11 IIACID At 44411/4111 4401 1X(14. 10'•0' Ati •001tION•4 IIAC1440 11104(*110 MUII 11 INSIAl410 Al 1•15 01 (HI 111.1ANINt IIIUCIUI5 JIU1w4.1 11111.14 INC. 11.111 110 111?0N11111111 FOR 1441 IIICIION Of 1101111 41110111 111CIII40 4.. ..+. •4l (•01104410 10 1111 1101 /1110NA1 •04111 110A101140 11 .1401111 IIICIION IIACINO WH,C1, 11 ^i1 1 14,11 1 10 10 t.IVINI 10►elINO ANO "OO•INOINO ". CUIIII/G ANIS I•I11CA110/4 141•11 11 ACCO14 /t1SH10 " USING 10014..1111 w41C14 «111 /101313CI 11100 11111140 1011411 A110 441411. 0V5 1111 1/•445 .411 IASI 0/41041 UIl uI A •- 110 •444•4 «10144 01 11•11NO At 1ACH IND 11111110 W10141 01 U/ 10 1" MAI 11 U1I0 WHICH Alit /441411 AN INCIIAII 111 1441 MAXIMUM 0411144 1 /AN 01 1" M E M B E R S • _TRUSS_ IIEICIIT II- 8" OR IIICIIER 2'- 0" OR RICHER 2' - 8" OR IIICIIER 3 1 - 8" 011 IIICIIER 01 • ((T1) "2 '(V2) ^2l ^0.5 D2 • 0.00 3x5 I. 4 CONT LATERAL ,BRACING REOO. WHEN BRG. ( — j * siocc k" MAX. O /A SPAN PLATE 6x8* 5x7* 4x6 3x6 02x4 No. 3 DRY SO, PINE MAY BE USED FOR TRUSS IIEICIIT 2'- 10" OR GREATER Top Chord live food Top Chord Deod Lood Bun. Chord Live Lood Bim. Chord Deod lood T 0 TAL 1/ of panel ���—• I2' 30ps1 lops' 001 1001 50p51 0% AllowoLle Unfl Sleets Iricreose lot Short Term Loodin0 SIMM. A10U1 Cl/411111441 SKIPS AS SHOWN 2 tOP CIID. 4 (3 EQUAL PANEL S TRU E1WAL RONEL Ed CM liVa ALT. SPLICE 3x6 TYPE PITCH 2x4 NO SPLICE 5x6 SPLICE O. TRUSS IIEICIIT 1' - 8" OR IIICIIER 2 - 0" OR IIICIIER 2'- 4" OR IIICIIER FLAT SPAN 24 PLATE 4x12 4x11 4x10 SPACING 24" O.C. DRAWN BY CHECKED BY DATE J.N.V. J.W.V. 3 -31 -77 DRWG. No. R 440300050 W (2 DV 2) 5 PANEL FLAT ROOF TRUSS SPACED 2 00 FT. 0.C. LOP CHORD LOAD . 40.00 PSF OTM CHORD LOAD • 10.00 PSF OUR. FACTOR • 1.000% 1 O P C H O R D 11 - -96 001 LC ^2l /H 12 • - 144.00(LC ^2) /H 13 • - 1 4 4. 00(LC "2 1/H H • CENTERLINE HEIGHT 111 INCHES. LC • CLEARSPAH IN FEET. III I'RUVLSIUN MUST BE MADE 'FOR ADEQUATE ROOF DRAINAGE. 3x4 1/2 ALT. TOP 0 BEARING TRUSS HEIGHT l'-8" OR HIGHER 2 OR NIGHER 3'- 0" OR 1IICIIER 3x4 B O T T O M C H O R D 81 • 0.00 82 G 96.001 LC "2 l /II B3 - 144.001LC ^2l /H 2 2 • x 4 s 'CROSS IIEICIIT 1' - 8" OR IIICIIER 2' - 4" OR HIGHER 3' - 0" OR IIIGILER PLATE 4x11 4x10 4x9 P ; VI V2 • V3 PLATE 5x11 5x10 5x9 TRUSS ((EIGHT 1' -8" OR HIGHER 2' - 4" OR IIIGIIEIL r W E B - 50.00LC - 40.00LC - 20.00LC __ PLATE SPL_ , SPLICE 4x6 6x6 4x5 6x6 1 124 oI no nel 1212' TRUSS 11EICIIT - PLATE 1'- 8" OR IIIGILER (18)5x10 2' - 4" OR HIGHER. 6x10 3'- 6" OR IIICIIER 5x8 —..--- 75V A N IIUIWAl 1111111(' /14111 •11 NA01 110m 11 A 10 OAUO! GIAD1 A (AMA A144 -711 11(11( 1101 011110 OALV. 11111 114%!1 SNAIL 11 A /PtIID 10 10111 IACII 01 11U11 AI IACN 10,111. WN111 DIMINSIDNS A11 NO1 II,OwN, IIACI IIAIII S1MMl11■CAIt1 AIOUT JOIN( 01 AS INOICAIID I1 CIICI(S 101 •111A1 NO 11 11AIMING 11 •I /1110 Oil /Ctll 10 101 CM0101, 1811 !NAIL 11 SIACID AI INIIAVAI1 NOI 11C1101N0 I O */1111 NO VOID C111IN0 11 D OI11C111 10 1011011 CHU101.4111 11,411 I1 IIACID AI 1NIIAI•tI ...,I IICIIDINO 11:0-0". All AODIIIO11Al IIACINO INOICA110 MU11 11 INSIAlt1O Al I•11 C0 1111 1111AANINI 1 I/S11 MI INC. 11A11 NO (1SION1■111111 101 181 IIICIION 01 IluSSls 1(ISON3 /11,.1.t,u 11U111S •11 CAU110NID 10 1(1.1 PIU ?I111011A1 •Ov111 1104101,40 1114IOIAII 111Ct1011 11ACIN0 WMiC11 of AI■AIS 11(A.I110 10 111111111 101111NO AND "00M1101N0 ". CUIIINO AN0 /AIAICAIION SHALL 11 ACCOUPLISMIO UStNQ IQulrwlNl W NICN WI13 /IOOUCI SNUG 11111110 1011111 AND /t All S. OVIIAI3 SPANS 411 -4110 ON 181 U11 tl1 A 1' NOMINAL *101,4 07 11•111/0 •1 (ACM IND 11A11NO *101,11 0/ Ur 10 I" MAO (1 US(0 WMICN W 1111111 AN 1NCII•11 IN IN/ M•IIMUM OV11A11 SPAN OP I ". M E M B E R S DI • ((II )^2 •(V2) "2 3"0.5 02 • 1/2% D1 D3 = 0.00 I• / CON(. LAI(IAL (RACING IIQUTA/D WAIN 101 CHORD IIAIINO BLOCK TRUSS IIEICIIT 1' - 8" OR IIIGILER 2' - OR IIIGITER (5 EQUAL Top Chord Live looa Top Chord Deod Lo. 81m Chard Live 1.. . Bum. Chord Deo.: . T 0 ■ .. _ 2x4 NO SPLICE 5x6 SPLICE PANELS) 30 psi 10 psi U pll lJ p11 50 psi 07 Allowoble Unit Stress Inl:reose for Short Term Loading 1/4 oI pond r 2 12' PLATE NO SPL. SPLICE 4x10 (18)8x12 4x9 (18)7x10 3x6 TRUBWAL RONEL NOTE: CAMBER TOP AND BOTTOM CHORUS 1/16" FOR EACH 4' OF SPAN, SIMM. AIOUI JAW! AS SHOWN ' /4 of pond 2 12 TRUSS HEIGHT PLA'T'E NO SPL. I OR IIICIIER 4x6 2'-4" OIL HIGHER 4x5 TYPE PITCH FLAT SPAN 36'- 4" CHECKED BT J.N.V. DRAWN BY J .N. V . DRwG. No. R 440500050 N 3x5 NO SPLICE 5x6 SPLICE be h L _ _ __SPLICE (1B)8x12 (18)1x10; SPACING 24" 0.C, DAZE 3 -30 -77 (2 OF 2) LUMBER SPECIFICATIONS (TPI 74/1977 GRADING RULES) TOP CHORD 2x6 N0.1 K.D. SO. PINE BOT CHORD 2x6 NO.1 K.D. SO. PINE WEBS 2x4 NO.3 DRY SO, PINE * * EXCEPT AS SHOWN NOTE: LOCATE INTER -PANEL SPLICES AT } PANEL ' LENGTH ± 12 ". NOTE: TOP CHORD MUST BE ADEQUATELY MARKED IN ORDER TO PREVENT UPSIDE DOWN ERECTION. DESIGNED BY: A. CASTRO 4' ' 2070/ CONCENTRATED LOAD FROM ABOVE(55 PSF 1�— 2x4 N0.2 DRY SO. PINE 5x8 4x6 3x4 5x6 5x8 7x14 6x8 ROOF @ 332) s 5x5 B I 2x6 1 1 NM a 1113 a - I ' 2x4 2 DR s I RY ' P 4 „ 2 1111111 2x6 1 • 11/2" — x 4 5x8 EQUAL 5x6 5x12 EQUAL 7x10 EOUAL 3x6 6x8 3x4 5'- 0" CANT. EOUAL � , ilikl 29'- 0" OVERALL. SPAN 12R -2297 JP TrusWel -Ronal plates are formed hem • 18 and 20 gauge, Grade A, hot - dipped galvanized Steel. Plate • . Ad Intervals not exceeding 3'-0". Where no rigid be applied to both laces of truss at each joint. Where dimensions are not shown, place plat symmetrically about joint. Where no sheathing Is applied directly to top chords, they shall be braced ceiling 1s applied directly to bottom chords, they shall be braced 11 Interests not exceeding 10' -0'. All additional lateral bracing specified on truss Is 101 bracing Individual truss members only. All permanent bracing for the overall structure Is to be provided by designer of complete structure. 1rusWel•Ronel bears no responsibility for the erection 01 trusses. Persons erecting Trusses ere cautioned to seek professional edvlce regarding temporary erection bracing which le always required 10 prevent toppling and "dominoing ". Th1s truss has been designed to meet applicable provisions of the "National Design Specifications for Stress -Grade Lumber and Its Fastenings" (NFPA) and "Design SpecIlicatlon• for Light Metal Plate Connected Wood Trusses" (TPI). Cutting and Fabrication shall be accomplished using equipment which will produce snug fitting joints and plates. Care should be exercised at all limes 10 avoid damage through careless lundling of trusses during unloadIng, storing and erection. • I ' • „ e f7I1 • •! LIVE •LOAD 40 pa f DEAD LOAD . . . . 10. • p,s•f, CE L . L 0 p CEILING D. L 5 pJ I. JOB NAME INTERNATIONAL PANAMERICANA,INC. .11165 PITCH /DEPTH 24 "o.c. SPAN 29' 0" SPACING 24"o.c. TRUSWAL DRAWN BY A.C. Cp£CC ED BY ( DATE 12 R 0 N E L P ____-_, - 55 oil 195 PSI Allowable Unit Stress • 7 - Increase for ShortTsrm FILE NO. 45389 FT- 29- 24 -55-0 { .29 1 00 1 00 1.00 - -JOB NAME: INT PAN AM J1165 DESIGNER: AC - - - - - DA1E4- -12/- 20/-7-6 1 MEMBER TRUSS SPAN: 29 FT 0 IN 0/16TH LOADING: 40+ 15+ 5 = 60 PSF AT 33.32 SPACING: 24 1N O.C. OVERHANG: LEFT 0 FT 0 1N. RICHT 0 FT 0 IN BEARING SIZES: LEFT 4 IN. RIGHT 4 IN CANT: LEFT 0 FT 0 IN. RIGHT 5 FT 4 IV MEMBER FORCES FROM LEFT TO RIGHT TOP CHORD BOTTOM CHORD WEBS T 1= -1758 8 1= 0 W 1= -786 T 2= -868 B 2= 1758 W 2= 1819 T 3. -868 8 3= -2671 W 3= -406 - 7 4= 2671 B 4= -8858 -- V -4 = - -- -921 T 5= 4403 B 5= -8858 W 5= -642 B 6= 0 W 6= 3660 ✓ 7= -157 7 W 8= 6400 ✓ 9= -4692 V1O 5072 811= -5013 V12= 14 REACTION AT 7 = 815 REACTION AT 11 = 4735 TOP AND BOTTOM CHORD LUMBER ANALYSIS: MINIMUM BEARING -SIZE AT 41 6.00 IN. UNIFORM LOADS CONCENTRATED LOADS 110 PLF FROM PTS 1-TO -6 -IC .2070i AT -PT -6 - - -. 10 PLF FROM PTS 7 TO 13 BC TOP CHORD: 2 X 6 Al KD SO. PINE 1850 FB 1050 FT 1450 FC 1800000. E PANEL - 1 - PANEL 2 -- PANEL - 3 - - PANEL - 4 - - PANEL - 5 M.COEF. I2 12 12 12 12 SLOPE .00 .00 .00 .00 .00 LEN(FT) ---- ST*? x- 5-83 7-75 9=75 FA(PSI) 1450 1450 1450 1050 1050 AXIAL .110 .054 .054 .231 .381 BENDING .189 .201 .201 .195 .1 CSI .300 .255 .255 .426 .576 BOT CHORD - 2 - X - 6' - 91 KDS0- PINE -- 1850 -- 1050 1450-FC - - 1 00000' - E PANEL 1 PANEL 2 PANEL 3 PANEL 4 PANEL 5 PANEL 6 M.COEF. 12 12 12 12 12 12 SLOPE .00 .U0 .00 .00 .U0 .00 LEN(FT) 5.67 5.67 5.83 5.83 5.25 2.83 FA(PSI) 1050 1050 1450 1450 1450 1050 AXIAL -000 .:52 -167 - -555 .555 .000 BENDING .017 .017 .018 .018 .015 .004 CSI .017 .169 .186 .574 .570 .004 WEB ANALYSIS: ALL WEBS 2 X 4 143 DRY S0. PINE UNLESS NOTED BELOW WEB 6 MUST BE 2 X 4 112 DRY S0. PINE OR 2 X - 6 112 DRY S0. PINE - WEB 8 MUST BE 2 X 4 112 DENSE DRY S0. PINE OR 2 X 6 112 DRY S0. PINE WEB 10 MUST - BE 2 - X 4 A2 DRY - SO. PINE OR 2 X 6 142 DRY S0. PINE WEB 9 MUST BE 2 X 4112 DRY S0. PINE WEB 41-MUST BE 2 -X -4I2 - DRY - SO. -PINE NOTES: ALLOWABLE MAXIMUM - LIVE -LOAD DEFLECTION -(4./360)--. --967 IN. ACTUAL MAXIMUM LIVE LOAD DEFLECTION = .344 IN. OCCURS AT PANEL POINT 13. SUPPORTING CALCULATIONS FOR DRAWING A 45389 MAX. SET BACK 7'- 0' f UNDER 7'-0' to /I'- 0' TWO /6d TOE NAILS G' TOP ! BOTTOM CHORDS TWO I6 d TOE NAILS TOP {BOTTOM CHORDS +HURR /CANE CLIP Q TOP CHORD W/6 8d NAILS + 2,.6 SCAB NAILED TO GIRDER W /IO led NAILS AS SHOWN ON ELEV. HIP OUTRIGGER GIRDER CONNECT /ON OUTRIGGER s e I //P OUTR /GGE CONNECTIONS : SAME AS COMMON OUTRIGGER GIRDER CONNECTION (2 PURR. CLIPS* 4 TOE NAILS FOR SPANS OVER 7 4 TO NAILS FOR SPANS P TO 7' -O' 2 ,86 SCAB (5EE SCHEDULE ABOVE `Y— PLAN SECTION A —A 2 . 6 SCAB NAILED TO SIRDER W /IO - led NAILS LINC/I ENO). OMIT SCAB FOR YIPS W /7' -0' SET BACK oR LESS NIP OUTRIGGER - GIRDER OUTRIGGER-HIP OUTRIGGER CONNECTIONS HURRICANE CLIP W /6- 8 d NAILS OM /T FOR OUTP /GGE S 7 '- 0' B SMALLER) GIRDER Norio .1 Alma <1 /cArVE CL// C9A' TOA C/a , Ca /5 A74 -f ?'1' rrox2 OVrL /GGEz ,1 Os/6A: �}' " k/A��v Vezz r. JAce /t' 0M /rrt� OUTRIGGER NAILED TO GIRDER W/2 /6d NA /LS TOP 2 16d NAILS BOTTOM CHORD. FOR OUTRIGGERS OVER 7' -0' UP TO //' -0' USE 2 HURRICANE CL /PS W /6- ed NAILS 45 SHOWN COMMON OUTRIGGER- GIRDER CO ONNECTION GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "RONEL BARBGRIP" SERIES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY "RONEL CORPORATION PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: SAFE WORKING LOAD P.S.I. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED FOR SNORT TIME LOADING CONDITIONS FABRICATION: ALL JOINTS TO BE HELD TOGFTHFR FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE 1K" f 11 GAUGE "SCOTC NAIL OR EQUAL !/lP GIRDER - OUTRIGGER CONNECTIONS FOR ALC APPENDS UP TO A MAX. OF /I' -0 SET BA'K i YIN API COYID P *COIL CORP. C OOMBL fT2TOJ RONEL CORPORATION 4401 M. W. IAA AYRMUR MIAMI, FLORIDA fl fl TM RIZO—nriT QUALITY a ( :‘1 urAu_ cc= 7 Vic. EUTLDTNG 1 7 0N:NG _ccsu N. E. = ^^ AVINr= 305. 7,95-2' `l.X • (7,15) c -:C EL =LDll'1c PEMII /MMACTCRS RmisT2ATTCo Ci OEJ sl Copy of STATE OF FLORIDA C EM:C ATION (LEPER) STA�� REGISMAT_TON AND DADE COUNTY CCMPIECaNCY LIC SE. C-py of , current OCCUPATIONAL LIOE SE f:cr ccUmtv cr :,u:.ni_ipal i v wha : tusiness is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village) Certificate of Insurance for 'S c (addressed to ShoresVillage) or if exempt. PLEASE SUBMIT E ERYT LNG CHM<ED OFF Warranty Deed or Other Proof of Ownership if necessary. Struc.au.dl Review f6e Flood Elevation Notice of Commencement w jc�I•ni State of Florida LE'S For BCM -204, Construction :: �� Notice of Election to be Exempt. Pe..aait Application (signed by person performing the work, licensed Structural Calculations signed and sealed by architect tect or engineer when • applicable. contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed ::y registered architect or engineer. Occupancies by Group Classification must be on plans and remit application. All plans must incicde folio number and property address. Amended plans, in addition to the above, must also include the permit number. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. 4 . Substantial Improve eats Checklist (con or owner) . 0 Four sets of energy calculations, signed and sealed • Two sets of signed & sealed Truss Plans (Engineer). . • DADE County or State of Florida Products Appmovals for roof materials, sheds,. windows, exterior /garage doors, alumincn worts, screen enclosures, shutters awnings, skylights, Elena doors and etc. A_provals flan }RS, DADE County Impact Fee Section, Fire Department & • Health Department (when aeplicb1e). DERM (07- 42;y5F;Acy,31-4f-e„.1,