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EL-14-1143Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. EL -4-17-1143 Permit Type: Electrical - Residential Worts Classification: Addition Permit Status: APPROVED Issue Date: 12/8/2017 Expiration: 06/06/2018 Parcel Number Applicant 1481 NE 104 Street Miami Shores, FL 33138-2663 1122320320090 Block: Lot: JAMES & MAR BREEN Owner Information Address 1481 NE 104 Street MIAMI SHORES FL 33138- 1481 NE 104 Street MIAMI SHORES FL 33138- Phone Cell Contractor(s) Phone CeII Phone BENCHMARK ELECTRIC LLC (786)752-5007 Valuation: Total Sq Feet: $ 500.00 0 Type of Work: ADDITION WITH ELECTRIC Additional Info: Classification: Residential Scanning: 1 Fees Due CCF Change of Contractor Fee DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Amount $0.60 $35.00 $2.25 $2.25 $0.20 $150.00 $3.00 $0.80 Total: $194.10 Pay Date Pay Type Invoice # EL -4-17-63811 12/08/2017 Credit Card Amt Paid Amt Due $ 194.10 $ 0.00 Available Inspections: Inspection Type: Rough Review Electrical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I .-rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z. • •.•s. • utF}efmore, I ?uthorize the above-named contractor to do the work stated. Authori, e: Owner / Applicant / Building Department Copy Agent December 08, 2017 Date December 08, 2017 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED APR 25 7017 DFBC 20N11 11 BUILDING Master Permit No. 12C 7- ( 245 PERMIT APPLICATION Sub Permit No. FL -11 -- (l 1/4-13 ❑ BUILDING iVELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i 06 (o t{ s f City: Miami Shores County: Miami Dade Zip: 3 3 13g Folio/Parcel#: I P-4/-3:1639.-00C(C) Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: � Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): > ✓l t!S 464C -G01 Address: 1 L4t PC 10‘i S • Phone#:14 C r - 3530 City: M1c‘.k14) S 110i -e-3 State: F Zip: .5.13S' Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:(-- 1� Phone#: Address: i9„r�ZN-� (�s: City: V\l "\\ State: �` — Zip: _• Qualifier Name: 4�`�_��,� Phone# � S' —7 l` State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address:�j City: State: Zip: Value of Work forthisPermit: $ Square/Linear Footage of Work: [ Type of Work: Addition n Alteration ❑ New ❑ Repair/Replace Description of Work: ❑ Demolition &k\ J 1 Specify color of color thru tile: Submittal Fee $� Permit Fee $ /I2' `PO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ 1S9'•10 (Revised02/24/2014) t 35 of COry Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC 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. "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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not approved and a reinspection fee will be charged. Signatur OWNER or AGENT The fo ' going in .4 nt was acknowledged before me this Signature,..0%)0 CO RACTO 1 The foregoing instrument was acknowledged before me this • , 20 � by ( day of , 20 I ( , by l /1..�' Q � e , who is personally known to �J"il^(O N�/ � I--U-�1 0 , who is personally known to me or who has produced /� me or who has produced X53 s9/ identification and who did take an oath. NOTARY PUBLIC: Sign. Print: Seal: 7#40/ �' 2o�.R: H. BARBARA ZEEMAN #• , 4 * MY COMMISSION # EE 860789 piRetfebrua .2017 1TFOF fo `g n TraBudget Noat'ryServvesK identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as ****************************+k********************************+kak************* kik*****+k**** kik****ski***** k****** APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk Local Business. Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 1929745 BUSINESS NAME/LOCATION AJL ELECTRIC INC 12408 N BAYSHORE DR NORTH MIAMI FL 33181 OWNER AJL ELECTRIC INC Worker(s) RECEIPT NO. RENEWAL 2037000 J EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 ELECTRICAL CONTRACTOR EC13002089 PAYMENT RECEIVED BY TAX COLLECTOR $45.00 07/29/2015 CREDITCARD-15-038787 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcollector City of North Miami 1 T H v1 I A M I 776 N. E 125 Street • North Miami, FL 33161 • 305-893-6511 Business Tax/Certificate of Use Receipt ELECTRICAL CONTRACTOR Issued Date: 10/1/2015 Expiration Da e: •130/2016 Business Tax Receipt #: BT -002364 A J L ELECTRIC, INC 12555 BISCAYNE BLVD BOX 826 NORTH MIAMI, FL 33181 Business Name / Address: A J L ELECTRIC, INC. 12555 BISCAYNE BLVD, BOX 826 NORTH MIAMI, FL 33181 Michael A. Etienne, Esquire, City Clerk J NON -TRANSFERABLE • POST INA CONSPICUOUS PLACE • NON -TRANSFERABLE RICK SCOTT, GOVERNOR EC 13002089 KEN LAWSON. SECRETARY STATE OF FLORIDA DEPARTMENT OF -BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD The ELECTRICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 LUPO, ANTHONY J JR A J L ELECTRIC INC 12555 BISCAYNE BLVD #826 NORTH MIAMI FL33181 AJ LEL-1 OP ID: TR ACC) RO" CERTIFICATE OF LIABILITY INSURANCE 4........---05/03/2016 DATE(MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Roebuck Associates Insurance Exchange LLC 5599 S University Drive, # 301 Davie, FL 33328 Roebuck Associates CONTACT PH E FAX PHOONN: (A/c. No. Ext): (A/C. No): E-MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIL 0 INSURER A : Wesco Insurance Company INSURED AJL Electric Inc. 12408 N. Bayshore Drive N. Miami Beach, FL 33181 INSURER 8:RetailFirst Insurance Company 05/15/2016 INSURER C: United States Liability Ins Co EACH OCCURRENCE INSURER D : PREMISES Ea occurre nce) INSURER E : MED EXP (Any one person) INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR OF INSURANCE ADDLTYPE INSR INSR BURR WVD POLICY NUMBER EFF (MM/DD/YYYY) (MUCY EXP M/LDDIYYYY) , LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY WPP114875702 05/15/2016 05/15/2017 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurre nce) $ 100,000 MED EXP (Any one person) $ 5,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 GEN'L AGGREGATE )71 POLICY LIMIT APPLIES PER: JET n LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUUTOSTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (PER ACCIDENT) $ $ C X UMBRELLA UAB EXCESS UAB X OCCUR CLAIMS -MADE XL1566070A 05/18/2016 05/18/2017 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 $ DED RETENTION $ B WORKERS COMPENSATIONX AND EMPLOYERS' LIABILITYTORY ANY PROPRIETOR/PARTNER/EXECUTIVE Y�N OFFICER/MEMBER EXCLUDED? I 11,000,000 (Mandatory In NH) It yes, describe under DESCRIPTION OF OPERATIONS below / A 52047540 05/15/2016 05/15/2017 TWOC STIMITATU-S L OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS l LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule If more space Is required) EC13002089 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept. • • 10050 NE 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD BUILDING PERMIT APPLICATION ❑BUILDING liELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. ROOFING ❑ REVISION ❑ PUBLIC WORKS [CHANGE OF CONTRACTOR regi lJ� ,tom �. WgreLFTVWY b:C062017 7t1- FBC 20 g1/6 --,2w) Sub Permit No. LLL 4 (`'13 ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Typpe_ Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): dames (JI'e?V Phone#: /ztSt NE /wt, . Zip:.7ec Address: City: off' e ores State: nOrick. Tenant/Lessee Name: Phone#: Email: Zip: 5513.6.> CONTRACTOR: Company Name: �/ C 06 8r71--0irk-Elecio‘- Phone#: �¢j )1-01j 2� 9/l / Address: ( J ✓ City: /1/to �- State: �y� Qualifier Name: / ( Loy- State Certification or Registration #: et (3 b. 07,,2- 6 Certificate of Competency #: Phone#: Zip: 3',/.4% • DESIGNER: Architect/Engineer: Phone#: Address: ��//��yy�� City: State: Zip: Value of Work for thi Permit: $ `71JC./ Square/Linear Footage of Work: z Type of Work: Description of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: c � Submittal Fee $ Permit Fee $ " ?` 1PP CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ StructuralReviews$ Bond $ Q 4tu1 `+ Or CON 7.17-4 `: lel`.: -a& O TOTAL FEE NOW DUE $ CO (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separateapermit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC F 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. "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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appy ved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this )3 day of °,--1 ' 'e✓` , 20 1' , by J01 ✓Ltr, who is me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ,0 A Day.N as "'fly ik% DAWN BIGLER MY COMMISSION # GG 120977 e RF EXPIRES: July 04, 2021 ####################### APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this ,3d day of <4U Gw — , 20 ` , by ,411 '1(_!--44-0Y-ie /' i''`, who i, personally known to me or who has produced f &1'-i 6-1/4-c(r( as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: &VA- I 11 y r(� p77�'rpS It'^p i ,(� ###################################### !****#1###�4+Ri� t�LY�## 1k'##4.#Y�i . VIRGINIA DONAHOE Notary Public, State of Florida Commission# GG 108257 Plans Examiner ############# Zoning Structural Review Clerk londa sacianc,„ * „ORVEP LICENSE CLASS E L630-540-60-361-0 MARC-AURELE 13*1 WPM* 161ST Si BEACH, Ft 33182 t4Ex M 4/1 ,,18,11 kamW-46+4. Ovaaotaaa a nao4rg was** avavat,oaa, 15 • - ucrMrcJ I ENT OF"BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 LORTHE, MARC AURELE BENCHMARK ELECTRIC LLC 1391 NE 161ST STREET MIAMI FL 33162 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR { ;' STATE OF FLORIDA (850) 487-1395 DEPARTMENT'OFBUSINESS AND PROFESSIONAL- REGULATION L EC13007626: i;ISSOED`�3 "07/28/2016 CERTIFIED ELEGT+:A 2I I "ONTRACTOR LORTHE, MARC 4tRgt.:t .� BENCHMARK ELECTR�6',-C r. .- it _ _ l I - _ . - „,- IS.CERTIFIED under thewprovisfons of Ch7489 FS. t.�„_6cpration date-: AUG 31,,2018: L1607280000368 DETACH HERE STATE OF FLORIDA DEPARTMENT OF BUSINESS AND' PROFESSIONALL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD KEN LAWSON, SECRETARY The ELECTRICAL CONTRACTOR '•-- Named below IS ow CERTIFIED-.. �.•:_ _ - .. . •, Urider ttie piovisions`of Chapfe� 4 FS.:. ' ":~�� ` ` Expiration date:`-AUG31; 2018 - .. r jN�--��4 ' `" � ▪ ''��'\'` �''` ., te_ -_ r ` - r- _ -� r ` - �; '�� '-...s-1::‘'N,-`•` �,`' '''N\ :' '' ' 'yam,.` -,--LORTHE,"MARCAUREL'E N% '''-''-'4-•_,,,e., `. .�� °1 .....:::„*.N.,.\\., 'a N\ , *N\N\ '.,1:.14 i�� BENCHMARK-ELECTRI =LO-_- - ..``, .� ,, C� ' 4; I- i+�'}'•+' 1391 NE 161 ST SIRE -ET _ MIAM'I`:"�= :_,FL7331621_— -_ _ _ — y ;_ - -- 4 N`,..'\\''.',\ *\\\ `ti - . 710 •r. 'mo i, y ;.,✓ _" /'*'-,,-s - - P. r� ( 1 V � y• �4.� .t.`. _ ,�` 1� �, L ISSUED: 07/28/2016DISPLAY AS REQUIRED BY LAW �E 1 SEQ # L1607280000368 'rOWARD-COUNTY-LOCAL -BUSINESS - TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2017 THROUGH SEPTEMBER 30, 2018 DBA: 294 BENCHMARK ELECTRIC LLC Receipt #:ELEc RICALL/ALARMS/CONTRAC'OR Business Name: Business Type: (ELECTRICAL CONTRACTOR) Owner Name: MARC AURELE L.ORTHE Business Location: 1391 NE 161 ST MIAMI DADE COUNTY Business Phone: Rooms Seats Employees 1 Business Opened:o8/09/2016 State/County/Cert/Reg:EC13007626 Exemption Code: Machines Professionals For Vending Business Only Number. of Machines: • Tax Amount Transfer Fee NSF Fee Penalty --.._...� .,,... Prior Years Collection Cost Total Paid 27.00 0.00 0.00 4.05 0.00 0.00 31.05 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: BENCHMARK ELECTRIC LLC 1391 NE 161 ST MIAMI, FL 33162 This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Receipt #03A-17-00001389 Paid 11/21/2017 31.05 2017 - 2018 , , o\C\\C) BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. R+_ v r. s f L D CT 122017 Q.C. I co - 2050 Sub Permit No. • BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1481 NE 104TH ST. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JAMES BREEN Address: 1481 NE 104TH ST. Phone#: City: MIAMI SHORES State: FL zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CERTIFIED CONTRACTORS OF AMERICA Address: 21218 ST. ANDREWS BLVD. #528 Phone#: 561-479-3337 City: BOCA RATON State: FL Qualifier Name: CRAIG B. MORRIS Zip: 33433 Phone#: 954-444-4809 State Certification or Registration #: CRCO21150 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address:City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: 1 Submittal Fee $ Permit Fee $ 1.10 Go CCF $ CO/CC $ Scanning Fee $ , CJS Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ r, TOTAL FEE NOW DUE $ i2 9 . ) 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC 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. "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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 13 day of , 20 1' I , by 2144.4m15i , who is N�A me or who has produced identification and who did take an oath. NOTA'Y PUBLIC: Sign: Print: Seal: iLti ,4.1--4.4).7---(6-1.-S '>4''°'4,t WILLIAM V SALADRIGAS 14.!' 14 I MY COMMISSION #FF088359 `4.?a EXPIRES February 2.2018 *.•149z1�::* • 9rllaRer***, APPROVED BY (Revised02/24/2014) as Signature CONTRACTOR The foregoing instrument was acknowledged before me this IIy.4.day of 24sarA ,20 /7 ,by st51 /196/N2ci , who is personally known to me or who has produced icZ dUQJV fR ,L. , as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: LEAH SINGH Notary Public, State of Florida Commis3ion# FF 955570 My comm. expires Jan. 28, 2020 Plans Examiner Zoning Structural Review Clerk r Pc. ,.aaDo„ FLORIDA QUA MUSS 3625 Park Central L3I rd_ Pompano Beach, FL 33064 169- 2050 FLORIDA QUALITY TRUSS 3625 PARK CENTRAL BLVD. NORTH POMPANO BEACH, FL, 33064 PHONE: (954) 975-3384 FAX: (954) 978-8990 E-MAIL: flgt@bellsouth.net PROJECT NAME & ADDRESS CITY/ COUNTY CONTRACTOR !BUILDER `MODEL /ELEVATION /JL' -41/ S D 7RI -) / rietIC 710 LOT / BLOCK #• . . JOe#-'J73. • • • STA ILINIENT:. •••• 4 I certifythat fine engineering for the trusses listed on the attar sou mal --ed index she ti 914. heel d?Sib- ei a<.d [ha"fc{fed for compliance with the Florida Building Code — 2014 The i�uas have been desi� e_di g F ide nce Yj d and forces• as required by the faitowing provisions • • • • • • - • • • • .. .. TRUSS LOADING CONDITIONS • • • • • • ROOF TRUSSES • 1 FLOOR TRUSSES _7 _ • TOP Ct-IORD LIVE LOAD 3-0 I TOP RD LIV= terY' .. • : • .. • . TOP CHORD DEAD LOAD / 5" 1 TOP CHORD CiAr 1 r BOTTOM CHORD IUVE LOAD --- I BOTTOM CHORD DEAD LOAD /-0 ROI -10M .D LOAD TOTAL. LOAD S$ _ TOTAL LOAD j DURATION ION FACTOR 71 2,5 ; DUi ATiON FACTOR WIND ANALYSIS _ '-...:..rte ' — 10 /7 6" MPH EXPOSURE CATEGORY : MEAN ROOF HEIGHT COMPUTER i ER PROGRAM USED FOR DESIGN : ALPINE Attad-led is a "index sheet sutOttliiµed in arm Nt€i R. -Aida State to 61C15 31.003. The Pages numb -ere -di 1 thru /0 I are photocopies Of the oe u-tal dcz gned and- _ 1 me. As witness by m seat T_:i? tee: _r a =the a L_ri C3riEF�_t:oFi LSf FzeGQG Cep_ t �rs� �'.�_ tai- ffef: HI IEET MER'TUM_AY FL. REG: #50-10-3- , �PR �1 3500 fi_.-2.nd . -E,0 -F}, SUITE 703 ^t.. CAO Fi 33431 - • loeiliall Ili, �''` �' C E xi • ". �5 •�ORiUP tuini SEP 2 8 2017 NOITRilczS LO. am,* 4.0-• . H-'4. f ; i- pi i4_ • -. :_•,..,... A' I NOITRL1SS La. .• ••• it S NO I TRUSS ID. 41! 81 1211 161. 2 /4 2 42, 82 177 162 3 431 = I 123! 't 163; 4i Alr 84! 1 1241 164' Cal 45 85t 1 1251 1 165: 81 91 3- - 46; a-7 48' 1 49 86; 871 83 89 1 126; • • 1271 1 1281 { lot 50 90 1 511 91 129 t i 1 1301 1 170.. r 1 1311 1 1711 166'1 1671 168! 1 169, ! 121 1 52! 1321 1 1721 1 131 I 141 931 133; 73 — 941 15 le% • - ! • • • • • • • ; • 951 . • • 1. 96! 118.1 1 _•1., • • • • 1Vil • • t • • • 971 1 93i 1341 1351 1361 1371 1 1741 1 1751 1 176f • • 59‘•• • 1 138' = 178' 11391 • 179! • 1 2c17':** • I f • • r•••• 2.1•8•••• • • •; • • • 1 • • • • , • r • • 1 .u• • • • 100i 1 1401 1 180; 1 1011 1 141; 1 181! 102i 1 1421 182! 1 23, • • 1 83 • 103? 1431 = 183-, • 1 24 • • 104! -t/i41 184: 25 • . • • • 651 • 105: 145! - 185 • 261. 1 . 66! 106' 146 - 186. ! 671. 10171 1471 187t 28! 1 291 68: 108' 148' ; 188' 69: • € 109; 1 149; 189' 1 30i 701 110' 1 150. 190; 311 717 111 1 1511 191 I 321 72 1121 152 1921 33 73 113. 1531 1 193: 134 135 74'; 114: 1 154: 1194: T51 , 115 155: 1 195: ! 36. 1 761 1 116' ;156! 1961 1 37; 1 77. : 117• 157 1 197 • 1 381 . 397 I 781 ' a 79 a 1 1 8 • 1581 198, i 119 1 159; 1 199i 1 40! , 80: 1 120: 160., zoo: HINMET TIMER TWAY, RP. 'FL REG. as -. 1109 3500 N.W. 2r1d AVE. SUITE 708 BCCA RATCW, FL 33431 ... , .... • • : * AT Is - 1. 0 '• : 10 A". 6,41 102. <t\ •;.4.0RiDA.•••,..4F,N744 %S.:..s% ......... SET) 2 8 2011 Florida Quality Truss Main Office:772-545-3950 AIt.Ph: - Fax:772-545-3690 -Customer Information: Name: I Contact: CERTIFIED CONTRACTORS 0 I Fill in later Address: City, State, Zip: Salesman: Fill in later Designer: EC Engineering -List Job #: 17321 Date: Project Information: Name: BREEN RES Address: 1481 NE 104TH ST Region: Dade City, State, Zip: MIAMI SHORES, ** Notes: Loading: TC BC LL 0 0 DL 0 0 :Um >zisiQerine List Seq. Sem. 1 Qty 1 Span 31-00-00 Description A1G 2 -Ply 0 lbs. each Truss Slope TC/BC 3.50 0.00 2x4 / 2x6 BDFT 0.00 0.00 • • OH - L KlAN?.L OH - R •Qi tflstR 01-10-001.00:3-12 01-10-00 7 ,Opit:43•!12 SI tlat• • STOBJR• Q -00-Q Crdb!C10. • Height • • 00-(p•(A• • • 2 1 31-00-00 A2 3.50 0.00 0.00 01-10-00 .11M-3:12 crop -db. 00-d•c•• 0 tbs. each �' '1� 2x4 / 2x4 0.00 01-10-00 .00t€3-12 0o-00 a0 • 3 6 31-00-00 A3 3.50 0.00 0.00 01-10-00 3 • 00-03.12 00-00-00 00-00.00.. 0 lbs. each �' �>%1► 2x4 / 2x4 0.00 01-10-00 . 00-08-12 00-00-00 • _ • •• .. ••• • • • 4 3 10-03-00 A4 \ -3.50 0.00 0.00 00-00-00 00-00-00 00-00.00 00-00-00 o lbs. each 2x4 / 2x4 0.00 01-10-00 00-03-12 00-00-00 a 5 4 01-00-00 CJ1 , 3.50 0.00 0.00 01-10-00 00-03-12 00-00-00 00-00-00 0 lbs. each - 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 6 4 03-00-00 CJ3 3.50 0.00 0.00 01-10-00 00-03-12 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 7 4 05-00-00 CJ5 3.50 0.00 0.00 01-10-00 00-03-12 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 8 2 09-10-01 HJ7 1 2.47 0.00 0.00 02-07-02 00-04-09 00-00-00 00-00-00 0 lbs. each - 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 9 10 07-00-00 J7 / 3.50 0.00 0.00 01-10-00 00-03-12 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 10 1 1 14-05-14 V1 3.50 0.00 0.00 00-00-00 00-00-00 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 0.00 00-00-00 00-00-00 00-00-00 Page 1 of 1 Job:{17321) /A1G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2, T3 2x6 SP #2 N: Bot chord 2x6 SP SS Webs 2x4 SP #3 :Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 91 plf at -1.92 to 91 plf at 7.00 TC- From 46 plf at 7.00 to 46 plf at 18.28 TC- From 46 p6 at 18.28 to 46 plf at 24.00 TC- From 91 plf at 24.00 to 91 plf at 32.92 BC- From 20 plf at 0.00 to 20 plf at 7.03 BC- From 10 plf at 7.03 to 10 plf at 12.57 BC- From 10 plf at 12.57 to 10 plf at 23.85 BC- From 20 plf at 23.85 to 20 plf at 31.00 PLB- From 4 plf at -1.78 to 4 plf at -0.16 PLB- From 4 plf at 31.17 to 4 plf at 32.78 TC- 347.82 Ib Conc. Load at 7.03,23.97 TC- 260.42 Ib Conc. Load at 9.06,11.06,13.06,15.06 15.94,17.94,19.94,21.94 BC- 497.19 Ib Conc. Load at 7.03,23.97 BC- 126.44 Ib Conc. Load at 9.06,11.06,13.06,15.06 15.94,17.94,19.94, 21.94 Wind loads and reactions based on MWFRS. • •• • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • •••2 Complete Trusses Required • • • •• •• • • • • • • • • • ••• • • • • • • • • • Nail Schedule:0.128"x3", min. nails • • • • • • • • • • Top Chord: 1 Row @11.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails • • • • Rt%ach row to avoid splitting. •• • • •• • • •• • • • • • 175 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC • • • • DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 ••• ••• ••• • Left and right cantilevers are exposed to wind 1 •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [19] W4X12 6.25 R 1.25 LEFT RAKE = 110"15 PLT. TYP.-WAVE DESIGN CRIT=FBC2014RES/rP1-2007 FT/RT=20%(0%)/ 1(0) Tea 1 V Fe--- 7'0"6 12 3.5 p = 4X10(A1 02X4(R Calculated vertical deflection is 0.58" due to live load and 0.74" due to dead load at X = 18-3-7. 3489� 26071 2 2606 26071 t ZZ' t 2' t 2'611..2' t 26 2' t 2'0171y 7.0"6 - 1N8 3I1 17' 0 E. -8X =3X4 =7 6 T3 ® X12 T \ a4X10(A1) rlp'16 �2[-2X4(R) 1 1111.5X4a= 7 4 s4x12[t 9] = 6 �a4 1;8 30'4"8 110" R=3783# U=1529# W=4"8 (Rigid Surface) 31' 3112 49771 1267 1269 1269 1261387 1269 126N 1266 4979 QTY= 1 PLIES= 2 TOTAL= 2 R=3780# U=1529# W=4"8 (Rigid Surface) .48,8,n RIGHT RAKE = 1'10"15 SEQ = 378627 REV. 15.01.01C.0611.00 SCALE =0.1250 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK (INTRA I. 61.V1). POMPANO BEACH, FL 33064 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING' **IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handing, shipping, Installing and bracing. Refer 10 and Idow the latest edition d SCSI (Building Component Safely Information, by TPI and WTCA) for safely practices prior to performing mese functions. Installers shat provide temporary bracing per BCSI. Unless need otherwise, top chad shall have properly attached structural shealhng and bottom chord shall have a properly attached rigid edeng. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,87 or 810, as applicable. Apply plates to each lace of truss and position as shown above and on me Jdnt Details, unless noted dhervNe. Rider to drawings 160A -Z la standard dale positions. ITW Building Components Group Inc. shall not be responsible fa any deviation from this drawing, any faiure to bugd he truss in conformance with ANSI/TPI 1, or la handling, shipping, Installation d bracing of trusses. A sag cc this drawing or cover page Satin Ihle dnvAng, Indicates acceptance of professional englneering rasponsiblIty edgy for the design shown. The suitability and used this drawing fa any structure 4 the reepons®Agy of the 8utding Designer psf ANSI/TPI 1 8ao.2. For more information see this lob's general notes page and (hese web sites: ITWBCG: 011000wbcg.com; TPI: www.lpnsl. erg; WTCA: www. sbcinduslry.com, ICC: www.icceafe.org TC LL 30.Opsf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 09-28-2017 DRWG O/A LEN. 31 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE HIPS [ALPINE][FBC2014Res/TPI-2007][A1G][17321/I] [TCLL 30.01 ITCDL 15.0] [BCDL 10.0] [BCLL 0.0] [DF 1.25)[0C 24.0)[914 21 [SOFFIT 2.0] ---Bearings==]X-Loc)[React](Min Size Reg).- [ 0.31][ 3783) [0.15] [30.31]1 3780] [0.15 EndPts MaxTen MaxComp AXL 1- 3 38 -22 0.00 6- 9 4586 -11541 0.36 10-15 6195 -15662 0.40 15-18 6211 -15702 0.37 17-22 6213 -15705 0.40 20-27 4597 -11607 0.37 30-33 38 -22 0.00 7- 8 11034 -4372 0.37 8-14 10987 -4361 0.37 13-19 15834 -6283 0.53 19-25 11047 -4370 0.37 24-26 11099 -4382 0.37 0- 2 1 0 0.00 31-32 1 0 0.00 4- 5 1421 -3533 4- 6 4582 -11547 3- 4 51 -27 6- 7 125 -135 5- 7 11049 -4385 28-29 1423 -3535 27-28 4593 -11602 28-30 51 -27 26-27 126 -186 26-29 11119 -4396 9-11 4503 -11401 10-11 15659 -6194 16-18 15702 -6211 16-17 6211 -15702 21-22 15702 -6211 20-21 11467 -4513 12-14 4361 -10987 12-13 15834 -6283 23-25 4370 -11047 23-24 11099 -4382 0- 1 0 -0 32-33 0 -0 BND CSI GLC Grade 0.09 0.09 1 5P #1 Dense 0.26 0.62 3 SP #1 Dense 0.43 0.84 3 SP #2 N 0.51 0.88 3 SP #2 N 0.44 0.84 1 SP #2 N 0.26 0.62 3 SP #1 Dense 0.09 0.09 1 SP 41 Dense 0.07 0.44 3 SP SS 0.16 0.53 3 SP SS 0.20 0.73 3 SP SS 0.17 0.54 1 SP SS 0.06 0.43 3 SP SS 0.01 0.01 1 SP #3 0.01 0.01 1 SP #3 -= Plate Member = - PLATE MEMBER 0.25 0.25 0.51 3 4 SP 91 Dense -=-=Fictious Member=-=- SP #1 Dense -= Plate Member = - PLATE MEMBER 0.37 0.08 0.45 3 6 SP SS --= Plate Member =-_- PLATE MEMBER 0.25 0.25 0.51 1 4 SP #1 Dense -=-=Fictious Member=-=- SP #1 Dense --= Plate Member =-_- PLATE MEMBER 0.37 0.08 0.45 1 6 SP SS -.Fictions Member=-=- SP #1 Dense -=-=Fictious Member=-=- SP #2 N -.Fictions Member=-=- SP #2 N -.Fictions Member=-=- SP #2 N =-=Fictious Member=-=- SP #2 N =-=Fictious Member=-=- SP #1 Dense -=-=Fictious Member=-=- SP SS -=-=Fictious Member=-=- SP SS -.Fictions Member=-=- SP SS =Fictious Member=-=- SP SS -.Fictions Member=-=- SP #3 =-=Fictious Member=-=- SP #3 EndPts MaxTen MaxComp AXL GLC S Grade 8-11 634 -141 0.12 1 4 SP #3 11-12 4950 -1941 0.94 3 4 SP #3 12-15 589 -1160 0.11 3 4 SP 93 15-19 76 -146 0.03 1 4 SP #3 16-19 570 -1113 0.11 1 4 SP #3 19-21 4940 -1945 0.94 1 4 SP #3 21-23 689 -155 0.13 3 4 SP #3 Node 0 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 X -Loc -1.43 -1.43 -0.13 0.00 0.31 0.31 1.46 1.50 6.85 7.00 7.00 7.00 12.57 12.57 12.57 12.86 18.28 18.28 18.28 18.28 24.00 24.00 24.00 24.15 24.15 Y -Loc 8.42 8.42 8.27 8.84 8.94 8.90 9.27 8.90 8.90 10.84 10.84 10.84 8.90 8.90 8.9D 10.80 10.80 10.80 10.80 8.90 10.84 10.84 10.84 8.90 706 8.90 Length Brace 19.25 69.06 17.40 65.68 17.40 69.06 19.25 Plate Cq JSI Method def1Y(L) 204(0) 0.80 0.34 N 0.05 L/347 ----- ----- 0.01 L/411 4010(01) 0.80 0.85 0.00 L/999 0.07 L/999 0.07 L/999 1.5X4 0.80 0.94 N 0.38 L/963 8012 0.80 0.95 N 0.38 L/952 00714 0.80 0.94 N 0.57 L/634 304 0.80 0.43 N 0.58 L/629 7X6 0.80 0.63 N 0.59 L/622 4012(19) 0.80 0.99 N 0.59 L/623 8012 0.80 0.95 N 0.39 0/943 0.80 0.95 N 0.38 L/954 • • ••• • • • •• •• • • • •• •• (STD.AUT0L0AM (0. 24.08) [DF01.210] (N44 2]. • Repetitive Factor Use N • • : ••1 31 PLF ; -1.9 1 ille^4. 7 404,011 0 16 PLF 7.0 to 6 9 18.3 (y=14.0)( 08 Length Pitch Brace 16 PLF 0 18.3 to 16 9 24.0 (y=14.0)( 01) 17.82 3.50 Plywd 31 PLF 0 24.0 to 31 9 32.9 [y=14.0)[ 08] 69.13 3.42 Plywd 60 000.19 -1.9•to 60 9 7.0 [y=14.0][1009] • ... 70.33 -0.08 Plywd 30 PyF50 7.p t6 30 9,7.3 ) 4.0[ (1001, • • 65.08 -0.00 Plywd 30 PL4•9 18.3 t• 60 (9 49.0 [y=14•0)60001)• • 68.59 0.08 Plywd 60 PL800 2400 t• 60 0 39.9 ( _}4.0)(1001] • • 69.13 -3.42 Plywd 4 PLI.@ 31f2 tR 4 9 it.8 [ - 8.B)( 01 • • 17.82 -3.50 Plywd 4 PZl•r-1.8•to 4 9• �1 ( =.82) ( or• • • 64.25 -0.00 Diaph 20 PLF 9 0.0 to 20 9 7.0 [0= 3.1)] 08) 68.58 -0.00 Diaph 10 PLF 9 12.6 to 10 9 23.9 [0= 3.1][ 01) 68.58 -0.00 Diaph 20 PLF 9 23.9 to 20 9 31.0 [y- 3.1] [ 017 70.33 -0.00 Diaph 10 PLF t: tutt 50 0 1•t 6 1 ='3 1]: t$] , • • 64.25 -0.00 Diaph 189.72 Lbs. 9 3.x,.14 Sing =250 ,, • 15.72 -1.43 158.10 Lbs. P 6.0,•14 4 9Angk•270 15.72 1.43 142.05 Lbs. • •.1,1014 4 MAng6e=200 0.50 -Vert- 118.37 LIlb!9 !.1!14.0• Angle=210 14.31 3.43 Plywd 142.05 Lbs. 9 11.1, 14.0 Angle=270 3.93 3.77 118.37 Lbs. 9 11.1, 14.0 Angle=270 4.46 -108.49 142.05 Lbs. 9 13.1, 14.0 Angle=270 14.25 -0.00 Diaph 118.37 Lbs. 9 13.1, 14.0 Angle=270 0.50 -Vert- 142.05 Lbs. 9 15.1, 14.0 Angle=270 14.31 -3.43 Plywd 118.37 Lbs. 9 15.1, 14.0 Angle=270 3.93 -3.77 142.05 Lbs. 9 15.9, 14.0 Angle=270 4.46 108.49 118.37 Lbs. 9 15.9, 14.0 Angle=270 14.25 0.00 Diaph 142.05 Lbs. 0 17.9, 14.0 Angle=270 0.00 -Vert- 118.37 Lbs. 9 17.9, 14.0 Angle=270 0.00 -Vert- 142.05 Lbs. 9 19.9, 14.0 Angle=270 0.00 -Vert- 118.37 Lbs. 9 19.9, 14.0 Angle=270 0.00 -Vert- 142.05 Lbs. 9 21.9, 14.0 Angle=270 0.00 -Vert- 118.37 Lbs. 9 21.9, 14.0 Angle=270 0.00 -Vert- 189.72 Lbs. 9 24.0, 14.0 Angle=270 0.00 -Vert- 158.10 Lbs. 9 24.0, 14.0 Angle=270 0.00 -Vert- 271.19 Lbs. 0 7.0, 3.1 Angle=270 0.00 -Vert- 225.99 Lbs. 0 7.0, 3.1 Angle=270 0.00 -Vert- 68.97 Lbs. 0 9.1, 3.1 Angle=270 0.00 -Vert- 57.47 Lbs. 9 9.1, 3.1 Angle=270 0.00 -Vert- 68.97 Lbs. 0 11.1, 3.1 Angle=270 57.47 Lbs. 0 11.1, 3.1 Angle=270 68.97 Lbs. 9 13.1, 3.1 Angle=270 57.47 Lbs. 0 13.1, 3.1 Angle=270 68.97 Lbs. 0 15.1, 3.1 Angle=270 57.47 Lbs. 0 15.1, 3.1 Angle=270 68.97 Lbs. 9 15.9, 3.1 Angle=270 57.47 Lbs. 0 15.9, 3.1 Angle=270 68.97 Lbs. 9 17.9, 3.1 Angle=270 57.47 Lbs. 0 17.9, 3.1 Angle=270 68.97 Lbs. 0 19.9, 3.1 Angle=270 def1Y(T) dxL dxT 57.47 Lbs. 0 19.9, 3.1 Angle=270 0.06 L/305 0.01 0.02 68.97 Lbs. 0 21.9, 3.1 Angle=270 ---- ----- ---- 57.47 Lbs. 0 21.9, 3.1 Angle=270 ---- - --- ---- 271.19 Lbs. 9 24.0, 3.1 Angle=270 0.01 0/362 0.00 0.00 225.99 Lbs. 9 24.0, 3.1 Angle=270 Brg.# 1 Vert.R= 3779.7 # Hor.R= 0.0# ---- 0.00 L/999 0.00 0.00 Brg.# 2 Vert.R= 3780.4 # Hor.R= 0.00 0.16 L/999 0.02 0.04 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0.16 L/999 0.00 0.31 (Partial Unbal. Lt] (0C 24.00) OF 1.25] (NM 2] 0.85 L/428 0.02 0.04 Repetitive Factors Used: No 0.86 L/423 0.08 0.18 31 PLF 9 -1.9 to 31 0 7.0 (y=14.0)[ 01] 16 PLF 9 7.0 to 16 0 18.3 [y=14.0][ 08] 16 PLF 0 18.3 to 16 0 24.0 [y=14.0] [ 08] 1.29 L/282 0.03 0.07 31 PLF 9 24.0 to 31 9 32.9 [y=14.0][ 01] -•-- ----- •--- 4 PLF 9 31.2 to 4 9 32.8 [y= 8.2]( 08) 20 PLF 9 0.0 to 20 9 7.0 [y= 3.1][ 08] 1.30 L/280 0.05 0.12 10 PLF 0 12.6 to 10 0 23.9 [y= 3.1][ 08] 1.32 L/276 0.03 0.06 20 PLF 9 23.9 to 20 0 31.0 [0= 3.1] [ 01] 10 PLF 0 7.0 to 10 0 12.6 [y= 3.1]1 08] 60 PLF 9 30.5 to 60 0 32.9 (y=14.0)(1008] 1.32 L/277 0.05 0.11 4 PLF 9 -1.8 to 4 9 -0.2 (y= 8.2)[ 01) 0.87 0/419 0.00 0.00 189.72 Lbs. 0 7.0, 14.0 Angle=270 158.10 Lbs. 9 7.0, 14.0 Angle=270 --- ----- ---- 142.05 Lbs. 9 9.1, 14.0 Angle=270 0.86 L/424 0.06 0.14 118.37 Lbs. 0 9.1, 14.0 Angle=270 ---- ----- ---- 142.05 Lbs. 0 11.1, 14.0 Angle=270 25 24.15 8.90 ---- ----- ---- ----- ---- ---- 26 29.50 8.90 0.07 L/999 0.17 L/999 0.08 0.17 27 29.54 9.27 0.07 L/999 0.17 L/999 0,06 0.14 • W. 30.69 8.94 ---- ----- ---- ----- ---- ---- BB 30.69 8.90 4X10(A1) 0.80 0.85 0.00 L/999 0.00 L/999 0.08 0.18 310 31.00 8.84 0.01 L/412 0.01 L/362 0.08 0.19 31.13 8.27 ---- ----- ---- ----- ---- ---- 32.43 8.42 204(R) 0.80 0.34 N 0.05 L/347 0.06 L/306 0.10 0.24 33 32.43 8.42 --•- ----- ---- ----- ---- ---- • • • • • • ••• •• 118.37 Lbs. 0 142.05 Lbs. 9 118.37 Lbs. 9 142.05 Lbs. 9 118.37 Lbs. 9 142.05 Lbs. 0 118.37 Lbs. 9 142.05 Lbs. 0 118.37 Lbs. 9 142.05 Lbs. 9 118.37 Lbs. 9 142.05 Lbs. 9 118.37 Lbs. 9 189.72 Lbs. 9 158.10 Lbs. 0 271.19 Lbs. 9 225.99 Lbs. 9 68.97 Lbs. 9 57.47 Lbs. 9 68.97 Lbs. 9 57.47 Lbs. 9 68.97 Lbs. 9 57.47 Lbs. 0 68.97 Lbs. 0 57.47 Lbs. 0 68.97 Lbs. 9 57.47 Lbs. 9 68.97 Lbs. 9 57.47 Lbs. 9 68.97 Lbs. 0 57.47 Lbs. 0 68.97 Lbs. 0 57.47 Lbs. 0 271.19 Lbs. 9 225.99 Lbs. 9 Brg.# 1 Vert.R= Brg.# 2 Vert.R= 11.1, 14.0 Angle=270 13.1, 14.0 Angle=270 13.1, 14.0 Angle=270 15.1, 14.0 Angle=270 .15.1, 14.0 Angle=270 15.9, 14.0 Angle=270 15.9, 14.0 Angle=270 17.9, 14.0 Angle=270 17.9, 14.0 Angle=270 19.9, 14.0 Angle=270 19.9, 14.0 Angle=270 21.9, 14.0 Angle=270 21.9, 14.0 Angle=270 24.0, 14.0 Angle=270 24.0, 14.0 Angle=270 7.0, 3.1 Angle=270 7.0, 3.1 Angle=270 9.1, 3.1 Angle=270 9.1, 3.1 Angle=270 11.1, 3.1 Angle=270 11.1, 3.1 Angle=270 13.1, 3.1 Angle=270 13.1, 3.1 Angle=270 15.1, 3.1 Angle=270 15.1, 3.1 Ang1e=270 15.9, 3.1 Angle=270 15.9, 3.1 Angle=270 17.9, 3.1 Angle=270 17.9, 3.1 Angle=270 19.9, 3.1 Angle=270 19.9, 3.1 Angle=270 21.9, 3.1 Angle=270 21.9, 3.1 Angle=270 24.0, 3.1 Angle=270 24.0, 3.1 Angle=270 3016.3 # Hor.R= 0.00 3138.3 # Hor.R= -0.0# [Partial Unbal. Rt] [OC 24.00] [DF 1.25) (NM 2) Repetitive Factors Used: No 31 PLF 9 -1.9 to 31 9 7.0 (y=14.0)[ 09] 16 PLF 0 7.0 to 16 0 18.3 (y=14.0)[ 09] 16 PLF 9 18.3 to 16 0 24.0 [y=14.0) [ 08] 31 PLF 9 24.0 to 31 8 32.9 (y=14.01( 08) 4 PLF 9 31.2 to 4 0 32.8 [y= 8.2][ 09] 20 PLF 0 0.0 to 20 9 7.0 [y= 3.1][ 08] 10 PLF 0 12.6 to 10 9 23.9 [y= 3.1]( 01] 20 PLF 9 23.9 to 20 9 31.0 (y= 3.1][ 09] 10 PLF 0 7.0 to 10 0 12.6 1y= 3.1][ 09] 60 PLF 0 -1.9 to 60 9 7.0 (y=14.0)[1009) 30 PLF 0 7.0 to 3D 0 18.3 [y=14.0][1009) 30 PLF 0 18.3 to 30 0 24.0 [y=14.0](1001] 60 PLF 0 24.0 to 60 0 30.5 [y=14.0)[1008] 4 PLF 0 -1.8 to 4 0 -0.2 (y= 8.2][ 08) 189.72 Lbs. 0 7.0, 14,0 Angle=270 158.10 Lbs. 9 7.0, 14.0 Angle=270 142.05 Lbs. 0 9.1, 14.0 Angle=270 118.37 Lbs. 0 9.1, 14.0 Angle=270 142.05 Lbs. 0 11.1, 14.0 Angle=270 118.37 Lbs. 0 11.1, 14.0 Angle=270 142.05 Lbs. 0 13.1, 14.0 Angle=270 118.37 Lbs. 0 13.1, 14.0 Angle=270 142.05 Lbs. 0 15.1, 14.0 Angle=270 118.37 Lbs. 0 15.1, 14.0 Angle=270 142.05 Lbs. 0 15.9, 14.0 Angle=270 118.37 Lbs. 0 15.9, 14.0 Angle=270 142.05 Lbs. 9 17.9, 14.0 Angle=270 118.37 Lbs, 0 17.9, 14.0 Angle=270 142.05 Lbs. 0 19.9, 14.0 Angle=270 118.37 Lbs. 9 19.9, 14.0 Angle=270 142.05 Lbs. 0 21.9, 14.0 Angle=270 118.37 Lbs. 0 21.9, 14.0 Angle=270 189.72 Lbs. 0 24.0, 14.0 Angle=270 158.10 Lbs. 0 24.0, 14.0 Angle=270 271.19 Lbs. 0 7.0, 3.1 Angle=270 225.99 Lbs. 9 7.0, 3.1 Angle=270 68.97 Lbs. 9 9.1, 3.1 Angle=270 57.47 Lbs. 9 9.1, 3.1 Angle=270 68.97 Lbs. 0 11.1, 3.1 Angle=270 57.47 Lbs. 0 11.1, 3.1 Angle=270 68.97 Lbs. 0 13.1, 3.1 Angle=270 57.47 Lbs. 0 13.1, 3.1 Angle=270 i 68.97 Lbs. @ 15.1, 3.1 Ang1e=270 57.47 Lbs. @ 15.1, 3.1 Angle=270 68.97 Lbs. 9 15.9, 3.1 Angle=270 57.47 Lbs. @ 15.9, 3.1 Angle=270 68.97 Lbs. 9 17.9, 3.1 Angle=270 57.47 Lbs. @ 17.9, 3.1 Angle=270 68.97 Lbs. @ 19.9, 3.1 Angle=270 57.47 Lbs. 9 19.9, 3.1 Angle=270 68.97 Lbs. 9 21.9, 3.1 Angle=270 57.47 Lbs. 9 21.9, 3.1 Angle=270 271.19 Lbs. •@ 24.0, 3.1 Angle=270 225.99 Lbs. 9 24.0, 3.1 Angle=270 Brg.# 1 VeIt.R= 3782.7 # Hor.R= -0.0# Brg.# 2 Vert.R= 3661.9 # Hor.R= 0.0# ----------------------- (MWFRS.UPLIFT.LOAD) ]OC 24.00)(DF 1.60)(091 2) Repetitive Factors Used: No 10 PLF 9 -1.9 to 10 9 7.0 ]y=14.0)( 08] 5 PLF 9 7.0 to 5 @ 24.0 )y=14.0)( 08] 10 PLF 9 24.0 to 10 9 32.9 )y=14.0]( 08] -64 PLF @ -1.9 to -64 9 7.0 'y=14.0(1008] -32 PLF 9 7.0 to -32 9 24.0 ]y=14.0](1008] -64 PLF 9 24.0 to -64 9 32.9 (y=14.0)(1001] 10 PLF 9 0.0 to 10 @ 7.0 (y= 3.1)) 01) 5 PLF 9 7.0 to 5 9 24.0 )y= 3.1]] 01] 10 PLF 9 24.0 to 10 9 31.0 (y= 3.1] ] 01j -157.61 Lbs. 9 7.0, 14.0 Angle=270 -128.64 Lbs. 9 9.1, 14.0 Angle=270 -128.64 Lbs. 9 11.1, 14.0 Angle=270 -128.64 Lbs. 9 13.1, 14.0 Angle=270 -128.64 Lbs. 9 15.1, 14.0 Angle=270 -128.64 Lbs. @ 15.9, 14.0 Angle=270 -128.64 Lbs. 9 17.9, 14.0 Angle=270 -128.64 Lbs. 9 19.9, 14.0 Angle=270 -128.64 Lbs. 9 21.9, 14.0 Angle=270 -157.61 Lbs. 9 24.0, 14.0 Angle=270 -189.63 Lbs. 9 7.0, 3.1 Angle=270 -23.61 Lbs. 9 9.1, 3.1 Angle=270 -23.61 Lbs. 9 11.1, 3.1 Angle=270 -23.61 Lbs. 9 13.1, 3.1 Ang1e=270 -23.61 Lbs. 9 15.1, 3.1 Angle=270 -23.61 Lbs. 9 15.9, 3.1 Angle=270 -23.61 Lbs. 9 17.9, 3.1 Angle=270 -23.6: Lbs. 9 19.9, 3.1 Angle=270 -23.61 Lbs. 9 21.9, 3.1 Angle=270 -189.63 Lbs. 9 24.0, 3.1 Angle=270 Brg.# 1 Vert.R= -1529.1 # HoI.R= -0.09 Brg.# 2 VeIt.R= -1529.1 # Hor.R= 0.0# • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • ••• •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• ••• ••• • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• Job:(17321) /A2 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 :Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC MWFRS loads based on trusses located at (east 7.50 ft. from roof edge. T -3X70(A7 =2X 3!_u 4(R 1'1 0" 12 3.5 p 9' • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• ••• THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ***175 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, • wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 • • Wind loads and reactions based on MWFRS with additional C&C member design. • • • Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. • • uwiection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. •• • • • • • • •• • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 13' -I- .5X8 1.5X' 1,5X4 il ___=3X10(A1) t"f 3X4 =H0710 =3X4 =2X4(R) I _488 311 n 30'4"8 3"112 31' R=1662# U=736# RL=122/-122# W=4"8 (Rigid Surface) LEFT RAKE = 110"15 PLT, TYP.-WAVE DESIGN CRIT=FBC2014RES/TPI.2007 FT/RT=20%(0%y 1(0) QTY= 1 TOTAL= 1 110" R=1859# U=736# W=4"8 (Rigid Surface) FLORIDA QUALITY TRUSS C `,1.j I TTL: (9,54) 975-3384 FAX: (954) 978-8980 3635 I'AK K CINITIAL 111.0'0. POMPANO BEACH, FL 33064 ''WARNING!'' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling. ONpping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Informality., by TPI and W TCA) for safety practices prier to performing these functions. Inslales shall provide temporary bracing per SCSI. Unless noted otherwise, lap chord shall have properly attached structural sleuthing end bottom chord shall have a properly attached riga telling. Locations shown for permanent Moral restraint o/ webs shall have bracing installed per SCSI sections 133,1117 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joni Delais, unless noted otherwise. Refer to drawings 160A-2 for standard pate potion'. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure Io build the truss In conformance wilh ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. A sed a this drawing or cower page listing this drawing, Indlcalu acceptance of profaelonal englnaxing rnpanlSllty solely kr M. drlgn shown, The suitability and us. or this drawing for any structure Is Iha raaponablby al Ms Building Oniony per ANBI/TPI 1 8..2. Fa max information see this lob's general notes page and (hese web sites: ITW BCG: www.ilwbcg.00rn: TPI: www.lpnarag: W TCA: www .sbcindustry.com; ICC: www.iccsefe.ag RIGHT RAKE =1'10"15 SEQ = 378610 REV. 15.01.01C.0611.00 SCALE =0.1875 TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 09-28-2017 DRWG O/A LEN. 31 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE HIPS [ALPINE) [FBC2014Res/TPI-2007] [A2) [17121/1] [TCLL 30.01[TCDL 15.01[BCDL 10.01 [BCLL 0.0](DF 1.251 [OC 24.0] INM 1] (SOFFIT 2.0) ===Bearings==[X-Loc]]React][Min Size Reg). - 0.311 I 1862] ( 122h] (0.13] (30.31)[ 1859] [0.13) EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 1- 3 38 0 0.00 0.31 0.31 25 4 SP 42 N 6- E 2313 -4613 0.19 0.66 0.85 4 4 SP #2 N 8-10 2111 -4190 0.15 0.49 0.64 4 4 SP #2 N 9-1: 2508 -4928 0.29 0.44 0.74 4 4 SP #1 Dense 13-19 2508 -4928 0.29 0.45 0.74 4 4 SP 41 Dense 18-21 2110 -4209 0.15 0.49 0.64 1 4 SP #2 N 21-21 2312 -4656 0.19 0.66 0.85 1 4 SP #2 N 26-29 38 -0 0.00 0.31 0.31 26 4 SP 92 N 7-11 4359 -2110 0.55 0.27 0.82 4 4 SP 41 Dense 12-14 3987 -1861 0.50 0.13 0.63 4 4 SP 41 Dense 15-20 4003 -1886 0.50 0.13 0.63 1 4 SP 41 Dense 20-22 4404 -2135 0.55 0.27 0.82 1 4 SP 41 Dense 0- 2 1 0 0.00 0.02 0.02 1 4 SP #3 27-20 1 0 0.00 0.02 0.02 1 4 SP #3 4- 5 982 -1674 -_-= Plate Member =-_- PLATE MEMBER 4- E 2287 -4621 0.19 0.55 0.74 4 4 SP 42 N 3- 4 40 -6 -=-=Fictious Member=-=- SP 42 N 6- 7 239 -79 -=-= Plate Member =-_- PLATE MEMBER 5- 7 4374 -2125 0.55 0.27 0.83 4 4 SP 91 Dense 24-25 983 -1672 -= Plate Member =-_- PLATE MEMBER 23-24 2286 -4652 0.19 0.55 0.74 1 4 SP 42 N 24-2E 40 -6 -=-=Fictious Member=-=- SP #2 N 22-23 240 -117 ---= Plate Member =-_- PLATE MEMBER 22-25 4426 -2150 0.55 0,27 0.82 1 4 SP 41 Dense 10-11 2111 -4086 -.Fictions Member=-=- SP #2 N 9-11 4927 -2508 -=-=Fictious Member=-=- SP #1 Dense 17-10 4927 -2508 -=-=Fictious Member=-=- SP 41 Dense 17-1E 2111 -4104 -=-=Fictious Member=-=- SP #2 N 14-16 3987 -1861 -=-=Fictious Member=-=- SP #1 Dense 15-1E 1886 -4003 -=-=Fictious Member=-=- SP 01 Dense 0- 1 0 -0 -=-=Fictious Member=-=- SP 43 28-20 0 -0 -=-=Fictious Member=-=- SP 43 EndPts MaxTen MaxComp 8-12 264 -396 11-12 354 -87 11-1E 1016 -557 13-16 16-1 17-20 20-21 Node 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 10 19 20 21 22 23 24 25 26 27 28 363 -628 1009 -557 354 -87 264 -426 X -Loc -1.43 -1.43 -0.13 0.00 0.31 0.31 0.89 0.93 4.92 9.00 9.00 9.00 9.00 15.50 15.50 15.50 15.50 22.00 22.00 22.00 22.00 26.08 30.07 30.11 30.69 30.69 31.00 31.13 32.43 Y -Loc 8.42 8.42 8.27 8.84 8.89 8.85 9.10 8.81 10.28 11.47 11.47 11.47 8.81 11.47 8.81 8.81 8.81 11.47 11.47 11.47 8.81 10.28 8.81 9.10 8.89 8.85 8.84 8.27 8.42 AXL GLC S Grade 0.16 1 4 5P #3 0.13 2 4 SP #3 0.49 25 4 SP #3 0.14 4 4 SP 43 0.49 26 4 SP 43 0.13 2 4SP43 0.18 4 4 SP 43 Length Brace 50.45 28.40 78.10 28.40 78.10 28.40 50.45 Plate Cq JSI Method deflY]L) 204(9) 0.80 0.43 N 0.03 1/507 0.01 L/736 3010)01) 0.80 0.81 0.00 L/999 0.02 L/999 0.02 L/999 1.504 0.80 0.33 N 0.27 L/999 508 0.80 0.89 N 0.35 L/999 304 0.80 0.48 N 0.35 L/999 1.504 0.80 0.54 N 0.43 1/853 H0710 0.80 0.61 N 0.43 L/856 508 0.80 0.89 N 0.35 L/999 304 0.80 0.48 N 0.35 L/999 1.5X4 0.80 0.33 N 0.27 L/999 0.02 1/999 0.02 L/999 3010101) 0.80 0.81 0.00 L/999 0.01 L/716 204)0) 0.80 0.43 N 0.03 L/496 Length 17.82 50.45 50.97 78.00 78.00 50.97 50.45 17.82 96.86 78.00 78.00 96.86 15.72 15.72 0.50 7.34 3.80 3.46 7.41 0.50 7.34 3.80 3.46 7.41 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Pitch Brace 3.50 Plywd 3.50 Plywd 3.51 Plywd 0.01 Plywd -0.01 Plywd -3.51 Plywd -3.50 Plywd -3.50 Plywd -0.00 Diaph -0.00 Diaph -0.00 Diaph 0.00 Diaph -1.43 1.43 -Vert- 4.32 Plywd 1.99 -84.00 -0.72 Diaph -Vert- -4.32 Plywd -1.99 84.00 0.72 Diaph -Vert- -Vert- -Vert- Vert- -Vert- -Vert- -Vert- -Vert- • • ••• • • • (STD.AUTO�(SA41T0II 24.41 ]00 1.2: 11111]. I': RepetitivdtFactor• Usedd Yds• • • • 31 PLF 01-1.9 to 31.9 9! (t14,8611 01� 31 PLF +r 9.0 tl 114122t (714/6] [ 0r7 31 PLF 8 22.0 to 31 9 32.9 [y=14.61[ 01] 4 PLF 9 31.2 to 4 9 32.8 ]y= 8.2]( 0001 4 PLF 8 -1.8 to 4 9 -0.2 [y= 8.2]( 01) 20 PJj, @ 0 0•c 20 0 .5 [y",„1.1( 0'1 • 11.. 20 PL1.8 15: t$ i0 e 0 [-31] ` 011 • • • 60 PLDB 9.0 t• 60 9 98.0 [8=14.6)(100t)• • 60 S 22.0•to 60 41934:99 (16940061 [10011 • Brg.# 1 Vert.R= 1859.5 # Hor.R= -0.00 Brg.# 2 Vert.R= 1859.5 # Hor.R= -0.04 IFBC pass #91140C 44.088] [DF98.25]4N4f 11 • • • Repetitive Facto �Is�d: • Yet • • • 31 PLF 9 111.9 t=j4�6] L• �1] 31 PLF 9 940 to 1 422.0 ]j=146] ` 01] 31 PLF 9419.0 t• •1 8 38.9 [ 14.6] 1 `i 4 PLF 9 31.2 to 4 9 32.8 ]y= 8.2][ 011 4 PLF 8 -1.8 to 4 8 -0.2 [y= 8.2]] 08) 20 PLF 8 0.0 to 20 8 15.5 [y= 3.1)] 001 20 PLF 8 15.5 to 20 8 31.0 (y= 3.1)] 011 20 PLF 8 0.0 to 20 8 15.5 [y= 3.1][1001] 20 PLF 9 15.5 to 20 8 31.0 [y= 3.11110001 Brg.# 1 Vert.R= 1154.0 # Hor.R= 0.00 Brg.# 2 Vert.R= 1154.0 # Hor.R= -0.00 29 32.43 8.42 • • • • • • • • 60 PL1j9 -109 to 0 9 i. =14 6] 0011: • [Partial Unbal. Lt] [OC 24.00] [DF 1.251[0M 1] Repetitive Factors Used: Yes 31 PLF 8 -1.9 to 31 8 9.0 [y=14.6]1 01] 31 PLF 8 9.0 to 31 8 22.0 [y=14.6][ 01] 31 PLF 9 22.0 to 31 9 32.9 [y=14.6][ 01] 4 PLF 9 31.2 to 4 8 32.8 [y= 8.2][ 01] 20 PLF 9 0.0 to 20 8 15.5 ]y= 3.1]1 00] 20 PLF 9 15.5 to 20 9 31.0 )y= 3.1][ O1) 60 PLF 8 30.5 to 60 8 32.9 (y=14.61[100111 4 PLF 8 -1.8 to 4 9 -0.2 [y= 8.2][ 01] Brg.# 1 Vert.R= 841.0 # Hor.R= 0.00 Brg.# 2 Vert.R= 962.4 # Hor.R= -0.0# [Partial Unbal. Rt] [0C 24.00] [DF 1.25] [NM 1] Repetitive Factors Used: Yes 31 PLF 9 -1.9 to 31 8 9.0 (y=14.61[ 01] 31 PLF 8 9.0 to 31 8 22.0 (y=14.61[ 01] 31 PLF 9 22.0 to 31 9 32.9 [y=14.6][ 01] def1Y(T) dxL dxT 4 PLF 9 31.2 to 4 8 32.8 [y= 8.2][ 01] 0.06 L/303 0.01 0.01 20 PLF 8 0.0 to 20 9 15.5 [y= 3.1][ 01] ---- ----- ---- ---- 20 PLF 8 15.5 to 20 8 31.0 [y= 3.1][ 08] 60 PLF 9 -1.9 to 60 9 9.0 )y=14.6](1001] ----- 0.01 1/440 0.00 0.00 60 PLF 9 9.0 to 60 8 22.0 [y=14.6](1008] 60 PLF 8 22.0 to 60 9 30.5 (y=14.6)[10011 ----- 0.00 L/999 0.00 0.00 4 PLF 9 -1.8 to 4 9 -0.2 (y= 8.2]( 08] 0.05 L/999 0.01 0.02 Brg.# 1 Vert.R= 1862.5 # Hor.R= 0.0# 0.06 L/999 0.00 0.00 Brg.# 2 Vert.R= 1741.0 # Hor.R= -0.00 0.60 1/605 0.06 0.13 0.80 L/458 0.07 0.15 [MWFRS ASCE Perp/L++1 ]OC 24.001 [DF 1.60] (NM 1) ---• ----- ---- ---- Repetitive Factors Used: Yes -30 PLF 9 31.0 to -30 8 32.9 R [y= 8.4] [1001) ----- 0.80 L/457 0.03 0.06 3 PLF 9 0.0 to 3 8 9.0 L ]y=11.61[1001) 0.96 L/378 0.04 0.10 10 PLF 9 -1.9 to 10 9 0.0 [y=14.6)[ 01] 0.96 L/380 0.04 0.10 46 PLF 9 0.1 to 46 9 0.3 (y= 8.71[1001] ---- 10 PLF 9 0.0 to 10 9 9.0 [y=14.6][ 01] -10 PLF 9 15.5 to -10 9 22.0 (y=11.6](1008] 0.80 L/450 0.02 0.05 -12 PLF 9 0.3 to -12 8 15.5 (y= 8.71 [1008) ---- ----- ---- ---- 10 PLF 8 9.0 to 10 9 22.0 (y=14.611 001 50 PLF 9 -1.9 to 50 8 0.0 L [y= 9.01[1001] 0.80 L/457 0.06 0.14 10 PLF 9 22.0 to 10 9 31.0 [y=14.6][ 01] 0.60 L/606 0.03 0.06 10 PLF 8 31.0 to 10 8 32.9 [y=14.6][ 01] 0.06 L/999 0.09 0.19 -12 PLF 8 15.5 to -12 9 30.7 [y= 8.7] [100t) 0.06 L/999 0.08 0.18 10 PLF 8 0.0 to 10 8 0.3 [y= 3.1][ 00] -30 PLF 8 22.0 to -30 8 31.0 R [y= 9.01[1001] 0.00 1/999 0.09 0.19 10 PLF 8 0.3 to 10 9 30.7 [y= 3.1)] 001 0.01 L/428 0.09 0.20 -10 PLF 9 9.0 to -10 8 15.5 )y=11.6)[10001 10 PLF 8 30.7 to 10 9 31.0 ]y= 3.1)[ 00] 0.06 L/297 0.10 0.23 Brg.# 1 Vert.R= 137.0 # Hor.R= -122.20 • • •• • ••• •• --- Brg.# 2 Vert.R= -199.0 # Hor.R= 0.0# (MWFRS ASCE Perp/L+-1 (0C 24.00)(DF 1.601 [NM 1] Repetitive Factors Used: Yes -30 PLF 8 31.0 to -30 8 32.9 R (y= 8.4] [10011 3 PLF 8 0.0 to 3 8 9.0 L [y=11.6)[1001] 10 PLF 8 -1.9 to 10 8 0.0 [y=14.61 ( 01] 46 PLF 9 0.1 to 46 8 0.3 ]y= 8.7] [10001 10 PLF 8 0.0 to 10 8 9.0 [y=14.6)[ 01) -10 PLF 8 15.5 to -10 8 22.0 (y=11.61[1001) 12 PLF 8 0.3 to 12 8 15.5 (y= 8.7)11001) 10 PLF 8 9.0 to 10 8 22.0 )y=14.6)( 01) 50 PLF 8 -1.9 to 50 8 0.0 L [y= 9.0] [100t) 10 PLF 8 22.0 to 10 9 31.0 (y=14.6)1 01) 10 PLF 9 31.0 to 10 8 32.9 (y=14.6]( 091 12 PLF 8 15.5 to 12 8 30.7 [y= 8.7] 110001 10 PLF 8 0.0 to 10 8 0.3 ]y= 3.1][ 01] -30 PLF 8 22.0 to -30 8 31.0 R [y= 9.01 [10001 10 PLF 8 0.3 to 10 8 30.7 )y= 3.11[ 011 -10 PLF 8 9.0 to -10 8 15.5 )y=11.61(10011 10 PLF 8 30.7 to 10 8 31.0 )y= 3.11[ 011 Brg.# 1 Vert.R= 508.1 # Hor.R= -122.20 Brg.# 2 VeIt.R= 172.2 # Hor.R= -0.0# [MWFRS ASCE Perp/L-+][0C 24.00] [1:10 1.60] [NM 11 Repetitive Factors Used: Yes -30 PLF 8 31.0 to -30 8 32.9 R (y= 8.41 11001) -35 PLF 9 0.0 to -35 8 9.0 L [y=11.61 [1001) 10 PLF 8 -1.9 to 10 8 0.0 1y=14.6][ 01] -46 PLF 8 0.1 to -46 8 0.3 (y= 8.7] [10001 10 PLF 8 0.0 to 10 8 9.0 (y=14.6)1 011 -29 PLF 8 15.5 to -29 8 22.0 [y=11.6](1001) -12 PLF 8 0.3 to -12 8 15.5 [y= 8.71 (10011 10 PLF 9 9.0 to 10 8 22.0 )y=14.61( 001 -82 PLF 8 -1.9 to -82 8 0.0 L (y= 9.0)(1001] 10 PLF 8 22.0 to 10 8 31.0 1y=14.6]( 001 10 PLF 9 31.0 to 10 8 32.9 [y=14.6][ 011 -12 PLF 8 15.5 to -12 9 30.7 ly= 8.7) [10011 10 PLF 8 0.0 to 10 8 0.3 )y= 3.1][ 011 -30 PLF 9 22.0 to -30 8 31.0 R (y= 9.0] [10001 10 PLF 9 0.3 to 10 8 30.7 [y= 3.11( 01] -52 PLF 8 9.0 to -52 8 15.5 [y=11.61)1001] 10 PLF 8 30.7 to 10 8 31.0 [y= 3.1]] 00] Brg.# 1 VeIt,R= -567.9 # Hor.R= 35.20 Brg.# 2 Vert.R= -423.7 # Hor.R= 0.00 (MWFRS ASCE Perp/L--)(0C 24.00] [DF 1.60] [NM 1) Repetitive Factors Used: Yes -30 PLF 8 31.0 to -30 8 32.9 R [y= 8.4]11001] -35 PLF 8 0.0 to -35 8 9.0 L [y=11.6](10011 10 PLF 9 -1.9 to 10 8 0.0 1y=14.611 01 -46 PLF 8 0.1 to -46 8 0.3 [y= 8.71[1001 10 PLF 8 0.0 to 10 8 9.0 (y=14.611 01 -29 PLF 9 15.5 to -29 8 22.0 (y=11.61[1001 12 PLF 8 0.3 to 12 9 15.5 ]y= 8.7][1001 10 PLF 8 9.0 to 10 8 22.0 1y=14.6]( 08 -82 PLF 8 -1.9 to -82 8 0.0 L [y= 9.0111001] 10 PLF 9 22.0 to 10 9 31.0 (y=14.61[ 081 10 PLF 8 31.0 to 10 8 32.9 [y=14.611 011 12 PLF 8 15.5 to 12 8 30.7 )y= 8.71[1001) 10 PLF 8 0.0 to 10 8 0.3 (y= 3.1][ 01) -30 PLF 8 22.0 to -30 8 31.0 R (y= 9.01[10011 10 PLF 8 0.3 to 10 8 30.7 [y= 3.1]( 01] -52 PLF 8 9.0 to -52 8 15.5 (y=11.61[10011 10 PLF 8 30.7 to 10 8 31.0 )y= 3.11[ 081 Brg.# 1 Vert.R= -196.7 # Hor.R= 35.20 Brg.# 2 Vert.R= -52.5 # 0or,R= 0.00 [MWFRS ASCE Perp/R++](0C 24.00][00 1.601 (NM 1] Repetitive Factors Used: Yes 50 PLF 8 31.0 to 50 9 32.9 R [y= 8.41110011 -30 PLF 9 0.0 to -30 8 9.0 L [y=11.6)[10091 10 PLF 8 -1.9 to 10 9 0.0 )y=14.6)1 08] -10 PLF 8 15.5 to -10 9 22.0 [y=11.61[10001 10 PLF 8 0.0 to 10 8 9.0 (y=14.611 01) -12 PLF 9 0.3 to -12 9 15.5 [y= 8.7)(10011 -30 PLF 9 -1.9 to -3D 8 0.0 L [y= 9.01 [1001) 10 PLF 9 9.0 to 10 8 22.0 (y=14.6]1 01] -12 PLF 8 15.5 to -12 8 30.7 (y= 8.7][10011 10 PLF 8 22.0 t0 10 8 31.0 [y=14.6][ 011 10 PLF 8 31.0 to 10 9 32.9 (y=14.611 011 46 PLF 9 30.7 to 46 8 30.9 [y= 8.71[1000] 10 PLF @ 0.0 to 10 @ 0.3 )y= 3.1)[ 01] 10 PLF @ 0.3 to 10 @ 30.7 (y= 3.1)[ 0%] 3 PLF @ 22.0 to 3 9 31.0 R [y= 9.0(1001] -10 PLF 0 9.0 to -10 9 15.5 [y=11.6][10011 10 PLF @ 30.7 to 10 @ 31.0 )y= 3.1)[ 01] Brg.# 1 Vert.R= -199.0 # Hor.R= 122.2# Brg.# 2 Vert.R= 137.0 4 Hor.R= -0.04 [MWFRS ASCE Perp/R+-)IOC 24.001 (DF 1.601 [NM 1] Repetitive Factors Used: Yes 50 PLF @ 31.0 to 50 @ 32.9 R ]y= 8.4](1001] -30 PLF @ 0.0 to -30 @ 9.0 L ]y=11.61[10011 10 PLF @ -1.9 to 10 8 0.0 (=14.61( 0%] -10 PLF @ 15.5 to -10 8 22.0 Ty=11.6][100%) 10 PLF 8 0.0 to 10 @ 9.0 (y=14.611 011] 12 PLF 9 0.3 to 12 @ 15.5 (y= 8.7][1001] -30 PLF @ -1.9 to -30 @ 0.0 L (y= 9.01[10001 10 PLF @ 9.0 to 30 @ 22.0 (y=14.6][ 00] 12 PLF @ 15.5 to 12 @ 30.7 [y= 8.71[1001] 10 PLF @ 22.0 to 10 @ 31.0 (y=14.6][ 01] 10 PLF @ 31.0 to 10 @ 32.9 [y=14.611 011 46 PLF 8 30.7 to 46 @ 30.9 [y= 8.7] (1001] 10 PLF 9 0.0 to 10 8 0.3 [y= 3.1]( 01] 10 PLF @ 0.3 to 10 @ 30.7 )y= 3.1] [ 01] 3 PLF @ 22.0 to 3 @ 31.0 R (y= 9.0] (1001] -10 PLF 8 9.0 to -10 @ 15.5 (y=11.61(1001] 10 PLF 8 30.7 to 10 0 31.0 [y= 3.1] 011] Brg.# 1 Vert.R= 172.2 # Hor.R= 122.2# Brg.# 2 Vert.R= 508.1 # Hor.R= 0.04 [MWFRS ASCE Perp/R-e] (0C 24.00] [DF 1.60] [NM 11 Repetitive Factors Used: Yes -82 PLF @ 31.0 to -82 9 32.9 R (y= 8.4] (10011 -30 PLF @ 0.0 to -30 @ 9.0 L (y=11.6)[10001 10 PLF @ -1.9 to 10 8 0.0 [y=14.6]1 01] -52 PLF @ 15.5 to -52 @ 22.0 [y=11.6](1000] 10 PLF @ 0.0 to 10 @ 9.0 [y=14.6]1 01] -12 PLF @ 0.3 to -12 @ 15.5 [y= 8.7) [100%1 -30 PLF @ -1.9 to -30 @ 0.0 L ]y= 9.01 [10011 10 PLF @ 9.0 to 10 9 22.0 (=14.6)( 0%1 -12 PLF @ 15.5 to -12 @ 30.7 )y= 8.7) [10011 10 PLF @ 22.0 to 10 8 31.0 [y=14.6]1 0111 10 PLF @ 31.0 to 10 9 32.9 [y=14.6]] 00) -46 PLF @ 330.7 to -46 9 30.9 [y= 8.71(100%) 10 PLF @ 0.0 to 10 @ 0.3 [y= 3.1] 3 01) 10 PLF @ 0.3 to 10 @ 30.7 [y= 3.1]) 011] -35 PLF @ 22.0 to -35 @ 31.0 R [y= 9.01[100%] -29 PLF @ 9.0 to -29 @ 15.5 [y=11.61[100%) 10 PLF @ 30.7 to 10 @ 31.0 (y= 3.1][ 00] Brg.4 1 Vert.R= -423.7 # Hor.R= -35.2# Brg.4 2 Vert.R= -567.9 4 Hor.R= -0.0# 180101 ASCE Perp/R--][01 24.00)(01 1.601 [Nm 1] Repetitive Factors Used: Yes -82 PLF @ 31.0 to -82 8 32.9 R [y= 8.41[1000] -30 PLF 9 0.0 to -30 9 9.0 L 1y=11.61[100%] 10 PLF 8 -1.9 to 10 @ 0.0 (y=14.6)[ 01] -52 PLF 9 15.5 to -52 @ 22.0 (y=11.6][100%] 10 PLF @ 0.0 to 10 9 9.0 [y=14.6]1 01) 12 PLF @ 0.3 to 12 8 15.5 [y= 8.7] [1001] -30 PLF @ -1.9 to -30 @ 0.0 L (y= 9.0)[100%] 10 PLF 8 9.0 to 10 @ 22.0 [y=14.613 011 12 PLF @ 15.5 to 12 @ 30.7 [y= 8.7111000) 10 PLF 8 22.0 to 10 @ 31.0 [y=14.61( 001 10 PLF @ 31.0 to 10 9 32.9 (y=14.613 00] -46 PLF @ 30.7 to -46 @ 30.9 (y= 8.7) [10001 10 PLF @ 0.0 to 10 9 0.3 [y= 3.1)1 01] 10 PLF 9 0.3 to 10 @ 30.7 (y= 3.1]3 011 -35 PLF 8 22.0 to -35 @ 31.0 R (y= 9.0)[10011 -29 PLF @ 9.0 to -29 @ 15.5 [y=11.61(1001] 10 PLF 9 30.7 to 10 9 31.0 (y= 3.1]) 011 Brg.# 1 VeIt.R= -52.5 4 Hor.R= -35.24 Brg.# 2 Vert.R= -196.7 # Hor.R= 0.04 [MWFRS ASCE Parl++] [OC 24.00][01 1.60] (NM 1] Repetitive Factors Used: Yes -10 PLF @ 31.0 to -10 @ 32.9 R (y= 8.41(1001] -10 PLF @ 0.0 to -10 8 9.0 L (y=11.6](1001] 10 PLF 8 -1.9 to 10 9 0.0 [y=14.6)3 01) -10 PLF @ 15.5 to -10 @ 22.0 [y=11.6)[1001] 10 PLF 9 0.0 to 10 9 9.0 (y=14.613 01] -12 PLF 9 0.3 to -12 @ 15.5 Ty= 8.7]11001] -10 PLF @ -1.9 to 10 PLF 8 9.0 to -12 PLF @ 15.5 to 10 PLF @ 22.0 to 10 PLF @ 31.0 to -10 PLF 8 22.0 to 10 PLF 9 0.0 to 10 PLF 9 0.3 to -10 PLF 9 9.0 to -10 9 0.0 L (y= 9.01[1000] 10 @ 22.0 [y=14.61 [ 01] -12 @ 30.7 [y= 8.7][100%] 10 @ 31.6 [y=14.1[•(41• • 10 8 32.944y=16.41[ Ot] • • -10 9 3110 R•[y=09.01 (1000)• • 10 9 0. [y= 3. 1) 0%) *041 10 9 30. (y= 3.;](.111. • • -10 9 15.5 y=11.61`11 10 PLF @ 30.7 to 10 9 31.0 [y= 3.1)[ 01] Brg.# 1 Vert.R= -32.8 4 Hor.R= -0.04 Brg.# 2 Vert.R= -32.8 44por.R= • 0.04 • ii- --•- -•- - - IR•- [MWFRS ASCE Parl+-I [0C 24.00] [DZ 1410) [jM 11 • Repetitive Factors Used: • Yes • • • -10 PLF @ 31.0 to -10 9 92.9 1(41(y=08.41 (100►] -10 PLF 9 0.0 to -10 4�D L (7=11.6] mot. 10 PLF 9 -1.9 to 10 @ 0.0 (y=14.6]( 01/4) -10 PLF @ 15.5 to -10 @ 22.0 Iy=11.6][1001/4) 10 PLF @ 0.0 to 10 9 9.0 jy=14.6][ 01) 12 PLF 9 0.3 to 12 9 15.; Ty 8.1]( 00 • -10 PLF @ -1.9 to -10 9 0.0.1 )yre4 (104(: 10 PLF @ 9.0 to 10 8 22.0 (y814.41 14,014 • 12 PLF 9 15.5 to 12 @ 30.7 [y 8,4] [10010 • 10 PLF 9 22.0 to 10 9 311/y=141] [1'011 • 10 PLF 8 31.0 to 10 9 32.9 (y=14.6][ 00] -10 PLF B 22.0 to -10 @ 31.0 R [y= 9.0][100%) 10 PLF 9 0.0 to 10 @ 0.3 (y= 3.1]1 011 10 PLF 9 0.3 to 10 @ 30.7 (y= 3.1]) 00) -10 PLF 9 9.0 to -10 @ 15.5 (y=11.6](10011 10 PLF @ 30,7 to 10 9 31.0 [y= 3.1)( 001 Brg.4 1 Vert.R= 338.4 4 Hor.R= -0.04 Brg.# 2 Vert.R= 338.4 4 Hor.R= -0.0# [MWFRS ASCE Parl-+]301 24.00) (DF 1.60] [NM 1] Repetitive Factors Used: Yes -52 PLF @ 31.0 to -52 9 32.9 R [y= 8.41 (1001] -52 PLF 9 0.0 to -52 8 9.0 L (y=11.6][1000] 10 PLF 9 -1.9 to 10 @ 0.0 [y=14.6][ 00] -52 PLF @ 15.5 to -52 9 22.0 [y=11.6][1000] 10 PLF @ 0.0 to 10 8 9.0 [y=14,61[ 001 -12 PLF @ 0.3 to -12 9 15.5 [y= 8.7] [1001) -52 PLF 9 -1.9 to -52 9 0.0 L [y= 9.0](1000) 10 PLF 9 9.0 to 10 8 22.0 (y=14.61[ 01) -12 PLF 9 15.5 to -12 @ 30.7 (y= 8.7][100'1) 10 PLF 9 22.0 to 10 9 31.0 (y=14.611 01) 10 PLF @ 31.0 to 10 9 32.9 )y=14.6]( 01) -52 PLF 9 22.0 to -52 9 31.0 R [y= 9.0] 110011 10 PLF 9 0.0 to 10 9 0.3 [y= 3.1)[ 01] 10 PLF 9 0.3 to 10 9 30.7 [y= 3.11 [ 01] -52 PLF @ 9.0 to -52 9 15.5 [y=11.6][100111 10 PLF @ 30.7 to 10 0 31.0 ]y= 3.11[ 001 Brg.# 1 Vert.R= -736.0 4 Hor.R= -0.04 Brg.4 2 Vert.R= -736.0 4 Hor.R= 0.0# (MWFRS ASCE Parl--)[0C 24.00] (DF 1.60) (NM 1] Repetitive Factors Used: Yes -52 PLF @ 31.0 to -52 9 32.9 R [y= 8.4] (1001/41 -52 PLF @ 0.0 to -52 9 9.0 L [y=11.6](10001 10 PLF @ -1.9 to 10 @ 0.0 [y=14.61[ 01] -52 PLF 9 15.5 to -52 9 22.0 (y=11.6][100%] 10 PLF @ 0.0 to 10 @ 9.0 [y=14.613 00] 12 PLF @ 0.3 to 12 @ 15.5 [y= 8.7] [10001 -52 PLF @ -1.9 to -52 @ 0.0 L [y= 9.0] [1001] 10 PLF 9 9.0 to 10 0 22.0 [y=14.6)3 01] 12 PLF 9 15.5 to 12 9 30.7 [y= 8.7) [1001/41 10 PLF 9 22.0 to 10 9 31.0 [y=14.613 011 10 PLF 9 31.0 to 10 8 32.9 (y=14.61[ 011 -52 PLF @ 22.0 to -52 @ 31.0 R [y= 9.01(100U] 10 PLF 9 0.0 to 10 9 0.3 [y= 3.11[ 01] 10 PLF 9 0.3 to 10 @ 30.7 [y= 3.1]) 01] -52 PLF 9 9.0 to -52 8 15.5 ly=11.6]31000) 10 PLF 9 30.7 to 10 9 31.0 (y= 3.1][ 01] Brg.# 1 Vert.R= -364.8 4 Hor.R= -0.04 Erg" 2 Vert.R= -364.8 4 Hor.R= -0.04 (MWFRS ASCE PrpD/L++][OC 24.00] (DF 1.60] (NM 11 Repetitive Factors Used: Yes -30 PLF 9 31.0 to -30 9 32.9 R (y= 8.4] [1001/41 3 PLF @ 0.0 to 3 9 9.0 L [y=11.6111000] 31 PLF 9 -1.9 to 31 9 0.0 [y=14.6)( 00] 46 PLF @ 0.1 to 46 @ 0.3 [y= 8.7] [10011 31 PLF 9 0.0 to 31 0 9.0 (y=14.61( 01) -10 PLF 8 15.5 to -10 9 22.0 `y=11.6](100%) -12 PLF @ 0.3 to -12 @ 15.5 (y= 8.7](100%] • • lD i4F 9 9.0 to 30 @ 22.0 (y=14.61[ 011 • • • • 50 4PLF 9 -1.9 to 50 8 0.0 L (y= 9.0] [1001/4] • • • 31011 9 22.0 to 31 @ 31.0 [y=14.6]( 011 • • 31 4LF @ 31.0 to 31 @ 32.9 (y=14.61( 01) • • • 1 P,I,F 9 15.5 to -12 9 30.7 (y= 8.7111001/41 • • • • • • • ••• 2 @ 0.0 to 20 @ 0.3 [y= 3.11[ 01) -30 PLF 9 22.0 to -30 9 31.0 R (y= 9.01[1001] 20 PLF 9 0.3 to 20 @ 30.7 [y= 3.111 01) •-10 till, 9.0 to -10 9 15.5 (y=11.6)(1000) • 20 PUF @ 0.7 to 20 @ 31.0 (y= 3.1)1 011 •Brg.4 4 ert.R= 639.1 4 Hor.R= -122.24 44809142 Vert.R= 303.2 4 Hor.R= -0.04 • • 1t414F11% ASCE PrpD/L+-] (01 24.00) [DF 1.60] [NM 1] Repetitive Factors Used: Yes -30 PLF 9 31.0 to -30 9 32.9 R (y= 8.4]11000] 3 PLF 9 0.0 to 3 9 9.0 L [y=11.6][1000] 3•1,•P!F 9 -1.9 to 31 @ 0.0 (y=14.61( 01] 96•PLF 9 0.1 to 46 @ 0.3 (y= 8.7) [10011 31 9 9.0 [y=14.6)1 011 -10 @ 22.0 1y=11.6][1000) 12 9 15.5 [y= 8.7][100%] 30 9 22.0 [y=14.6]1 01/4] 50 @ 0.0 L [y= 9.0] [1000] 31 @ 31.0 (y=14.61[ 011 31 9 32.9 [y=14.6([ 001 12 PLF 9 15.5 to 12 9 30.7 [y= 8.7) (10011 20 PLF 9 0.0 to 20 0 0.3 [y= 3.11[ 001 -30 PLF 9 22.0 to -30 @ 31.0 R [y= 9.01(10001 20 PLF @ 0.3 to 20 9 30.7 [y= 3.1]( 011 -10 PLF @ 9.0 to -10 9 15.5 [y=11.6][100'3] 20 PLF 9 30.7 to 20 @ 31.0 [y= 3.1]1 01] Erg.# 1 Vert.R= 1010.3 4 Hor.R= -122.24 Brg.# 2 Vert.R= 674.4 4 Hor.R= -0.04 •• ••• • • • • • •• •• • • • • • • ••• 31 PLF @ 0.0 to -10 OLF @ 15.5 to ?2•PLF 9 0.3 to 30 PLF 9 9.0 to 50 PLF 9 -1.9 to 31 PLF @ 22.0 to 31 PLF 9 31.0 to [MWFRS ASCE PrpD/L--] (0C 24.00](DF 1.60) [NM 1] Repetitive Factors Used: Yes -30 PLF @ 31.0 to -30 0 32.9 R [y= 8.4) [10011 -35 PLF 9 0.0 to -35 @ 9.0 L [y=11.6](1000] 31 PLF 9 -1.9 to 31 @ 0.0 [y=14.6]( 01] -46 PLF @ 0.1 to -46 @ 0.3 fy= 8.71 (10011 31 PLF @ 0.0 to 31 @ 9.0 (y=14.6)1 00] -29 PLF 9 15.5 to -29 9 22.0 1y=11.6](1000] 12 PLF @ 0.3 to 12 9 15.5 )y= 8.71 (1001/4] 30 PLF 9 9.0 to 30 9 22.0 (y=14.611 001 -82 PLF 9 -1.9 to -82 @ 0.0 L (y= 9.0) [1001) 31 PLF @ 22.0 to 31 9 31.0 [y=14.61( 001 31 PLF @ 31.0 to 31 @ 32.9 [y=14.6][ 001 12 PLF @ 15.5 to 12 9 30.7 [y= 8.7] 110011 20 PLF 9 0.0 to 20 @ 0.3 [y= 3.11( 00] -30 PLF 9 22.0 to -30 @ 31.0 R [y= 9.0] (1001] 20 PLF 9 0.3 to 20 @ 30.7 [y= 3.1][ 01] -52 PLF @ 9.0 to -52 @ 15.5 (y=11.61(1000) 20 PLF 0 30.7 to 20 9 31.0 [y= 3.11[ 001 Brg.# 1 Vert.R= 305.5 4 Hor.R= 35.24 009.4 2 Vert.R= 449:7 4 Hor.R= -0.04 (M01118 ASCE PrpD/R++)[0C 24.001 [DF 1.601 (1/4R4 11 Repetitive Factors Used: Yes 50 PLF @ 31.0 to 50 @ 32.9 R [ = 8.4] [1001/41 -30 PLF 9 0.0 to -30 @ 9.0 L 1y=11.61[1001] 31 PLF 9 -1.9 to 31 8 0.0 (y=14.6)[ 011 -10 PLF @ 15.5 to -10 @ 22.0 (y=11.6][10011] 31 PLF 9 0.0 to 31 9 9.0 (y=14.61[ 01] -12 PLF @ 0.3 to -12 9 15.5 [y= 8.7][1001] -30 PLF @ -1.9 to -30 9 0.0 L [y= 9.0] [1001 30 PLF 9 9.0 to 30 @ 22.0 [y=14.6]( 011 -12 PLF @ 15.5 t0 -12 9 30.7 [y= 8.71 11001/41 31 PLF 8 22.0 to 31 8 31.0 [y=14.6]( 01 31 PLF 9 31.0 to 31 @ 32.9 [y=14.61( 01 46 PLF 9 30.7 to 46 9 30.9 (y= 8.7) [1001 20 PLF @ 0.0 to 20 8 0.3 [y= 3.11[ 01 20 PLF @ 0.3 to 20 8 30.7 [y= 3.11[ 01 3 PLF 9 22.0 to 3 9 31.0 R )y= 9.0] [100 ] -10 PLF @ 9.0 to -10 9 15.5 [y=11.6](1001] 20 PLP @ 30.7 to 20 @ 31.0 [y= 3.11[ 011 Brg.4 1 Vert.R= 303.2 4 Hor.R= 122.24 Brg.# 2 Vert.R= 639.2 4 Hor.R= -0.01 [MWFRS ASCE PrpD/R+-)[0C 24.00](OF 1.60101 1] Repetitive Factors Used: Yes 50 PLF 9 31.0 to 50 @ 32.9 R (= 8.4)(1001] -30 PLF @ 0.0 to -30 @ 9.0 L 1y=11.61[100%] 31 PLF 9 -1.9 to 31 9 0.0 [y=14.611 01] -10 PLF 8 15.5 to -10 @ 22.0 (y=11.6][1001/4] 31 PLF @ 0.0 to 31 @ 9.0 (y=14.61[ 01] 12 PLF 9 0.3 to 12 @ 15.5 (y= 8.7]11000] -30 PLF 9 -1.9 to -30 8 0.0 L (y= 9.0)[100%] 30 PLF 9 9.0 to 30 8 22.0 [y=14.611 01) 12 PLF 9 15.5 to 12 9 30.7 (y= 8.7(11000) 31 PLF 9 22.0 to 31 9 31.0 [y=14.611 01) 31 PLF 9 31.0 to 31 9 32.9 [y=14.61( 01) 46 PLF 9 30.7 to 46 @ 30.9 [y= 8.71[1000) 20 PLF 9 0.0 to 20 @ 0.3 )y= 3.111 001 20 PLF 9 0.3 to 20 8 30.7 [y= 3.111 01] 3 PLF @ 22.0 to 3 8 31.0 R [y= 9.0][10001 -10 PLF @ 9.0 to -10 @ 15.5 [y=11.61[1000] 20 PLF 9 30.7 to 20 @ 31.0 (y= 3.111 001 Brg.# 1 Vert.R= 674.4 4 Hor.R= 122.24 Brg.# 2 Vert.R= 1010.3 4 Hor.R= -0.04 (MWFRS ASCE PrpD/R--](01 24.001 [01 1.60)[NM 11 Repetitive Factors Used: Yes -82 PLF 9 31.0 to -82 @ 32.9 R [y= 8.4] [1000) -30 PLF 9 0.0 to -30 it 9.0 L [y=11.6](1000) 31 PLF @ -1.9 to 31 9 0.0 (y=14.61( 01] -52 PLF 9 15.5 to -52 @ 22.0 [y=11.6][1000] 31 PLF 8 0.0 to 31 9 9.0 [y=14.6)( 01] 12 PLF @ 0.3 to 12 9 15.5 (y= 8.7][100%] -30 PLF 9 -1.9 to -30 9 0.0 L [y= 9.01[1000) 30 PLF @ 9.0 to 30 9 22.0 (y=14.6([ 001 12 PLF 0 15.5 to 12 9 30.7 [y= 8.71[1000] 31 PLF 9 22.0 to 31 8 31.0 1y=14.61( 001 31 PLF 9 31.0 to 31 9 32.9 (=14.6)( 01] -46 PLF @ 30.7 to -46 9 30.9 Ty= 8.7] [1001/41 20 PLF @ 0.0 to 20 9 0.3 (y= 3.1)( 011 20 PLF @ 0.3 to 20 9 30.7 [y= 3.1]( 011 -35 PLF 9 22.0 to -35 @ 31.0 R (y= 9.0] 11001/4] -29 PLF @ 9.0 to -29 9 15.5 (y=11.6](1000] 20 PLF @ 30.7 to 20 @ 31.0 (y= 3.11[ 001 Brg.4 1 Vert.R= 449.7 4 Hor.R= -35.24 Brg.# 2 Vert.R= 305.5 4 Hor.R= -0.04 ---- -- - ARS ASCE Pr1D+-][OC 24.00] (DF 1.601 (NM 1] Repetitive Factors Used: Yes -10 PLF @ 31.0 to -10 9 32.9 R [y= 8.4] 110011 -10 PLF 9 0.0 to -10 9 9.0 L (y=11.6][1001] 31 PLF 9 -1.9 to 31 @ 0.0 [y=14.61[ 001 -10 PLF 9 15.5 to -10 @ 22.0 [y=11.6)[1000] 31 PLF 9 0.0 to 31 9 9.0 (y=14.6([ 01] 12 PLF @ 0.3 to 12 @ 15.5 [y= 8.71[10001 -10 PLF @ -1.9 to -10 a 0.0 L [y= 9.0] [1001/41 30 PLF @ 9.0 to 30 @ 22.0 [y=14.611 001 12 PLF @ 15.5 to 12 8 30.7 (y= 8.71 11001/41 31 PLF @ 22.0 to 31 9 31.0 [y=14.6]1 00] 31 PLF @ 31.0 to 31 9 32.9 [y=14.6]1 011 -10 PLF 9 22.0 to -10 9 31.0 R (y= 9.0) [1001) 20 PLF 9 0.0 to 20 9 0.3 [y= 3.11[ 001 20 PLF 9 0.3 to 20 @ 30.7 (y= 3.111 01] -10 PLF @ 9.0 to -10 @ 15.5 [y=11.6](1000] 20 PLF @ 30.7 to 20 @ 31.0 (y= 3.11[ 00) Brg.4 1 Vert.R= 840.6 4 Hor.R= 0.04 Brg.4 2 Vert.R= 840.6 4 Hor.R= -0.04 [MWFRS ASCE PrDl--1(01 24.00](01 1.60)(NM 1) Repetitive Factors Used: Yes -52 PLF 9 31.0 to -52 PLF @ 0.0 to 31 PLF 9 -1.9 to -52 PLF @ 15.5 to 31 PLF CO 0.0 to 12 PLF 9 0.3 to -52 PLF @ -1.9 to 30 PLF 9 9.0 to 12 PLF @ 15.5 to 31 PLF 9 22.0 to 31 PLF 9 31.0 to -52 PLF 9 22.0 to 20 PLF @ 0.0 to 20 PLF @ 0.3 to -52 PLF @ 9.0 to -52 @ 32.9 R [y= 8.41(1001) -52 9 9.0 L [y=11.6][1000] 31 @ 0.0 (y=14.61[ 01] -52 9 22.0 (y=11.6][10011 31 9 9.0 [y=14.61( 01] 12 @ 15.5 (y= 8.7) (1001) -52 @ 0.0 L (y= 9.0])1000] 30 @ 22.0 [y=14.611 00) 12 @ 30.7 [y= 8.71 [10011 31 @ 31.0 [y=14.61( 011 31 @ 32.9 [y=14.611 001 -52 @ 31.0 R (y= 9.0] [1001 20 @ 0.3 (y= 3.1]( 011 20 @ 30.7 (y= 3.11( 011 -52 @ 15.5 `y=11.6][1001] 20 PLF @ 30.7 to 20 0 31.0 )y= 3.1][ 01] Brg.# 1 Vert.R= 137.4 4 Hor.R= -0.04 Brg.# 2 Vert.R= 137.4 # Hor.R= 0.04 [C&C ASCE Wind Lt-+] [0C 24.00) (DF 1.60] [NM 1] Repetitive Factors Used: Yes -81 PLF @ 0.0 to -81 0 1.2 L [y= 9.3)[100%) -54 PLF @ 25.1 to -54 0 32.9 R )y= 8.4] [1009) 10 PLF @ -1.9 to 10 0 0.0 (y=14.6][ 09] -75 PLF @ 9.0 to -75 0 12.1 [y=11.6][1009] 10 PLF @ 0.0 to 10 0 1.2 )y=14,6)( 08] -56 PLF 0 0.1 to -56 0 0.3 [y= 8.7) (1008] 10 PLF @ 1.2 to 10 0 9.0 [y=14.6) ( 01] -149 PLF 0 -1.9 to -149 0 0.0 L [y= 9.0][100%] 10 PLF 0 9.0 to 10 9 12.1 (y=14.61 [ 09] -12 PLF @ 0.3 to -12 0 15.5 y=8.7][100%) 10 PLF 0 12.1 to 10 0 22.0 (y=14.6]( 01] -61 PLF @ 12.1 to -61 @ 22.0 [y=11.6( [1009] 10 PLF 0 22.0 to 10 0 25.1 (y=14.6] I 0%] -12 PLF 9 15.5 to -12 9 30.7 (y= 8.7][100%1 10 PLF @ 25.1 to 10 0 32.9 (y=14.6)1 01/41 12 PLF 0 30.7 to 12 @ 30.9 [y= 8.7] (100%] 10 PLF 0 0.0 to- 10 9 0.3 [y= 3.1] I 011 -54 PLF 0 1.2 to -54 @ 9.0 L (y=11.6](100%) -81 PLF 0 22.0 to -81 @ 25.1 R (y=10.7][10091 10 PLF 0 0.3 to 10 0 30.7 )y= 3.1)( 01] 10 PLF 0 30.7 to 10 0 31.0 (y= 3.1)) 0%] ]C&C ASCE Wind Rt -+[[0C 24.00] (DF 1.601 [NM 1] Repetitive Factors Used: Yes -81 PLF @ 5.9 to -81 @ 9.0 L (y=11.61[100%] -149 PLF 0 31.0 to -149 @ 32.9 R )y= 8.4)(100%) 10 PLF @ -1.9 to 10 0 5.9 (y=14.611 01) -75 PLF 0 18.9 to -75 0 22.0 [y=11.6][100%) 10 PLF @ 5.9 to 10 Q 9.0 [y=14.611 011 12 PLF @ 0.1 to 12 @ 0.3 [y= 8.71(100%) 10 PLF 0 9.0 to:: 10 0 18.9 (y=14.6]I 01] -54 PLF @ -1.9 to -54 0 5.9 L (y=10.7)[100%1 10 PLF 0 18.9 to 10 0 22.0 [y=14.6]1 011 -12 PLF 0 0.3 to -12 @ 15.5 [y= 8.7)[100%1 10 PLF 0 22.0 to 10 @ 29.8 (y=14.6)[ 0%1 -54 PLF 0 22.0 to -54 @ 29.8 R )y= 9.31 (10011 10 PLF @ 29.8 to 10 0 31.0 [y=14.6[ [ 011 -12 PLF 0 15.5 to -12 0 30.7 [y= 8.7](100%) 10 PLF @ 31.0 to 10 0 32.9 [y=14.6)) 08] -56 PLF 0 30.7 to -56 @ 30.9 ly= 8.7)(100%] 10 PLF 0 0.0 to 10 0 0.3 [y= 3.1)[ 01] -61 PLF 0 9.0 to -61 @ 18.9 [y=11.6](100%] -81 PLF 0 29.8 to -81 0 31.0 R [y= 9.0][100%1 10 PLF 0 0.3 to 10 9 30.7 ]y= 3.1]( 01] 10 PLF 0 30.7 to 10 0 31.0 (y= 3.1)[ 01] [C&C ASCE Wind 00 --)[OC 24.00] [DF 1.601 [NM 1) Repetitive Factors Used: Yes -81 PLF 0 0.0 to -81 0 1.2 L [y= 9.3)[100%) -54 PLF @ 25.1 to -54 @ 32.9 R [y= 8.4)[100%1 10 PLF 0 -1.9 to 10 0 0.0 [y=14.611 0111 -75 PLF @ 9.0 to -75 @ 12.1 [y=11.6](100%] 10 PLF @ 0.0 to 10 0 1.2 (y=14.611 01/41 -80 PLF 0 0.1 to -80 0 0.3 )y= 8.7](100%] 10 PLF 0 1.2 to 10 @ 9.0 [y=14.6]I 0111 -149 PLF 0 -1.9 to -149 0 0.0 L [y= 9.01 [10011 10 PLF 0 9.0 to 10 @ 12.1 [y=14.6]1 01) 12 PLF @ 0.3 to 12 0 15.5 [y= 8.7] [10011 10 PLF 0 12.1 to 10 0 22.0 [y=14.6]1 0%) -61 PLF 0 12.1 to -61 @ 22.0 [y=11.6](1001/4) 10 PLF 0 22.0 to 10 0 25.1 [y=14.6]) 01/4] 12 PLF 0 15.5 to 12 0 30.7 (y= 8.7) (1001 10 PLF @ 25.1 to 10 0 32.9 (y=14.6)) 0%] -12 PLF 9 30.7 to -12 9 30.9 [y= 8.7) (1009] 10 PLF @ 0.0 to, 10 0 0.3 [y= 3.1] I 01/4] -54 PLF @ 1.2 to -54 0 9.0 L (y=11.6)[100%] -81 PLF @ 22.0 to -81 0 25.1 R [y=10.7)(100%) 10 PLF 0 0.3 to 10 0 30.7 [y= 3.1] I 01/4) 10 PLF 0 30.7 to: 10 0 31.0 [y= 3.1]( 011 (C&C .ASCE Wind Rt --]IOC 24.00) (DF 1.60] [NM 1] Repetitive Factors Used: Yes -81 PLF @ 5.9 to -81 9 9.0 L [y=11.61[100%) -149 PLF @ 31.0 to -149 0 32.9 R (y= 8.4)[1005] 10 PLF 0 -1.9 to 10 0 5.9 (y=14.6)[ 05] -75 PLF 0 18.9 to -75 0 22.0 [y=11.61[1001] 10 PLF 0 5.9 to -12 PLF 0 0.1 to 10 PLF 0 9.0 to -54 PLF 0 -1.9 to 10 PLF @ 18.9 to 12 PLF 0 0.3 to 10 PLF 0 22.0 to -54 PLF 0 22.0 to 10 PLF @ 29.8 to 12 PLF 0 15.5 to 10 PLF @ 31.0 to -80 PLF 9 30.7 to 10 PLF 0 0.0 to -61 PLF 0 9.0 to -81 PLF 0 29.8 to 10 PLF 0 0.3 to 10 PLF 0 30.7 to 10 0 9.0 [y=14.61[ 01] -12 0 0.3 ly= 8.7](100%) 10 0 18.9 (y=14.6)( 0%) -54 9 54 L [y=j0.71]41%1 • 10 9 22.200y=1041( 04) • • 12 0 15.94 (yI 8.+) [100*] • • 10 @ 291[y=1410 d� ) �•� -54 0 2913 R [y=19.311i401 • • 10 @ 31.0 [y=14.6)[ 00) 12 0 30.7 (y= 8.7)(1008] 10 9 32.9 [y=14.6)[ 01/4] -80 0 1p.9 fy=•8.7( [100%1 • 10 0.443 [y 33] [ 01I. • -61 0 18.9 [11.6] 4009] • -81 0 30.1.0 R•[y=•9.0) (100# 10 0 1 [y! 3.![ [ 0%L • • 10 0 .0 (y= 7.1][ 0'f (C&C ASCE Wind Lt-+D]]0C 24.00] [DF 1.60][NM 1] Repetitive Factors Used: Ye -81 PLF 0 0.0 to -54 PLF 9 25.1 to 31 PLF 9 -1.9 to -75 PLF 0 9.0 to 31 PLF 0 0.0 to -56 PLF 0 0.1 to 31 PLF 0 1.2 to -149 PLF 0 -1.9 to 30 PLF @ 9.0 to -12 PLF 0 0.3 to 30 PLF 0 12.1 to -61 PLF 0 12.1 to 31 PLF 0 22.0 to -12 PLF 0 15.5 to 31 PLF 0 25.1 to 12 PLF 0 30.7 to 20 PLF 9 0.0 to -54 PLF 0 1.2 to -81 PLF 0 22.0 to 20 PLF 0 0.3 to 20 PLF 0 30.7 to -81 9 1i?C[y:9 . [1iptj • -54 9 32.9.R (y=•B. [1pp%). 319 0.0 (y14.4[(•0%), • -75 9 12.1 -1=11•61 :10091 • 31 0 1.Z ? =14.!) [ 01/4] • -56 0 0.3 Ty= 8.7](100%] 31 0 9.0 [y=14.61 [ 01] -149 0 0.0 L [y= 9.0](100%] 30 @ 12.1 [y=14.61[ 01/41 -12 0 15.5 [y= 8.7](1038) 30 @ 22.0 (y=14.61[ 0%] -61 @ 22.0 [y=11.6][100%] 31 0 25.1 )y=14.6][ 0%] -12 0 30.7 ly= 8.7](100%) 31 0 32.9 [y=14.61 [ 091 12 0 30.9 [y= 8.71[100%] 20 9 0.3 [y= 3.1)[ 0%] -54 0 9.0 L [y=11.6](100%] -81 0 25.1 R [y=10.7] [1001] 20 0 30.7 [y= 3.111 01/41 20 0 31.0 [y= 3.11[ 0%] (C&C ASCE Wind Rt -+D] [01 24.00) (UF 1.60] [NM 1) Repetitive Factors Used: Yes -81 PLF @ 5.9 to -81 0 9.0 L (y=11.61[1000) -149 PLF 9 31.0 to -149 9 32.9 R ly= 8.41[1000) 31 PLF 9 -1.9 to 31 9 5.9 (y=14.611 0%1 -75 PLF @ 18.9 to -75 0 22.0 [y=11.61[100%1 31 PLF 0 5.9 to 31 0 9.0 [y=14.61 [ 001 12 PLF 9 0.1 to 12 0 0.3 [y= 8.71 [100] 30 PLF 9 9.0 to 30 0 18.9 [y=14.6)[ 01/4] -54 PLF 9 -1.9 to -54 9 5.9 L [y=10.7](1000] 30 PLF 0 18.9 to 30 0 22.0 [y=14.61( 08) -12 PLF 0 0.3 to -12 0 15.5 (y= 8.7)(100°5) 31 PLF 0 22.0 to 31 0 29.8 (y=14.61[ 0151 -54 PLF 0 22.0 to -54 0 29.8 R [y= 9.3][10011 31 PLF 0 29.8 to 31 9 31.0 )y=14.6)[ 01 -12 PLF 9 15.5 to -12 9 30.7 (y= 8.7)[100°51 31 PLF 9 31.0 to 31 0 32.9 (y=14.61[ 0] -56 PLF @ 30.7 to -56 0 30.9 [y= 8.7] [100] 20 PLF 9 0.0 to 20 0 0.3 [y= 3.11[ 01/4] -61 PLF 9 9.0 to -61 9 18.9 `y=11.6][100%] -81 PLF 9 29.8 to -81 9 31.0 R [y= 9.0] [100] 20 PLF 0 0.3 to 20 9 30.7 [y= 3.1]( 01 20 PLF 0 30.7 to 20 @ 31.0 [y= 3.1]( 0%) - ---------------------- [C&C ASCE Wind Lt --DI [0C 24.00] [DF 1.60)[NM 1) Repetitive Factors Used: Yes -81 PLF 9 0.0 to -81 9 1.2 L [y= 9.31[1009] -54 PLF 0 25.1 to -54 0 32.9 R [y= 8.41[1000] 31 PLF 0 -1.9 to 31 0 0.0 [y=14.6][ 09) -75 PLF 0 9.0 to -75 9 12.1 `y=11.6][100%) 31 PLF 0 0.0 to 31 9 1.2 (y=14.6]I (A] -80 PLF 0 0.1 to -80 @ 0.3 (y= 8.7][100%] 31 PLF 9 1.2 to 31 0 9.0 [y=14.6]( 01 -149 PLF 0 -1.9 to -149 0 0.0 L (y= 9.0)[100%) 30 PLF 9 9.0 to 30 0 12.1 [y=14.6[ [ 01/4] 12 PLP 0 0.3 to 12 0 15.5 (y= 8.7] [1001 30 PLF 0 12.1 to 30 0 22.0 [y=14.6]( 05) -61 PLF 0 12.1 to -61 9 22.0 [y=11.6][1000] 31 PLF 0 22.0 to 31 0 25.1 (y=14.61( 00] 12 PLF 0 15.5 to 12 9 30.7 [y= 8.7](1000] • • • • • • • • • • •• ••• •• • • • • •• • • • • 31 PLF 9 25.1 to 31 0 32.9 [y=14.61( 00] -12 PLF 9 30.7 to -12 9 30.9 `y= 8.7)(1000) 20 PLF 0 0.0 to 20 9 0.3 [y= 3.1][ 01/4] • -i4.16F 0 1.2 to -54 9 9.0 L [y=11.6][1000) • • •-81•PLF 0 22.0 to -81 0 25.1 R [y=10.71(1001/4] • • 20 !LF 0 0.3 to 20 0 30.7 [y= 3.1]( 01/4] 20 :LF 0 30.7 to 20 0 31.0 [y= 3.1]( 01/4] • [C&C ASCE Wind Rt--D][0C 24.001 (DF 1.60)(NM 11 Repetitive Factors Used: Yes -81 PLF 0 5.9 to -81 0 9.0 L (y=11.61[100%) •-149,yljj+ f4 31.0 to -149 9 32.9 R [y= 8.4] [1008] . .31 P0? 94-1.9 to 31 @ 5.9 [y=14.61( 0%) • •-75 PLii@ 18.9 to -75 0 22.0 [9=11.6][100U] •31 PSF 0 5.9 to 31 9 9.0 [y=14.61( 01/4] }2 F 9 0.1 to -12 0 0.3 ly= 8.7)[1000] •• 3D PLF 9 9.0 to 30 0 18.9 [y=14.6)[ 001 -54 PLF 9 -1.9 to -54 @ 5.9 L [y=10.7][1000) 30 PLF 9 18.9 to 30 0 22.0 (y=14.61[ 001 • • • 123 0 0.3 to 12 0 15.5 (y= B.7] [10001 i5F'49 PLF @ 22.0 to 31 0 29.8 (y=14.6][ 01/4] • . i,PLF 9 22.0 to -54 0 29.8 R (y= 9.31[1001] • • • 31 PRF 9 29.8 to 31 9 31.0 [y=14.611 01/41 • 12 Er0 15.5 to 12 0 30.7 (y= 8.7][1000] /1100F 0 31.0 to 31 0 32.9 [y=14.61( 00] -80 PLF 9 30.7 to -80 0 30.9 `y= 8.7)[1001 20 PLF 9 0.0 to 20 0 0.3 [y= 3.1] [ 01) -61 PLF 9 9.0 to -61 9 18.9 [y=11.6][100%1 -81 PLF 9 29.8 to -81 0 31.0 R [y= 9.01[1001/4) 20 PLF 9 0.3 to 20 0 30.7 (y= 3.111 00] 20 PLF 0 30.7 to 20 9 31.0 (y= 3.11[ 001 Job:(17321) / A3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 :Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC T 1 1 12 3.5 - 10'3"13 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • .175 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, • • • • • wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 • • • • • Wind loads and reactions based on MWFRS with additional C&C member design. • • ••• Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. •• lee:ection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• ••• • •• •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • =-5X8 10'4"7 m 1.5X4 35 5x8 10'3"13 1.5X 1.5X4 =2X4(R3X10(A1 3_14 110" 3n2 =3X4 =5X8 30'4"8 R=1862# U=735# RL=135/-135# W=418 (Rigid Surface) LEFT RAKE = 1'10"15 PLT. TYP.-WAVE DESIGN CRIT=FBC2014RES/TP1-2007 FTIRT:20%(o%)/ 7(0) 31' =3X4 QTY= 6 TOTAL= 6 T =3X10(A1) =2X4(R) I _.8,8„ 5/4 1 R=1859# U=735# W=4"8 (Rigid Surface) RIGHT RAKE =1'10'15 SEQ = 378605 REV. 15.01.01C.0611.00 SCALE =0.1875 a;"' . „.+may. \ /. FLORIDA QUALITY TRUSS i, - ----". --`— -..fie-!. TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENT 0Al. 111,VD. POMPANO BEACH, FL 33064 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extrema care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safely practices prior to performing these functions. Installers shat prwWe temporary baring per BCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCSI sections 83, 87 or 810, as applicable. Apply plates 10 each fen of Truss and position as shown lbws and on the Joint Delos, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group Inc. she( not be responsible for any deviation Iran Ws drawing, any failure Io build a truss In conformance with ANSI/TPI 1, a fa handing, shipping, nat statali 8 yr A seal cos Ihts drawing a sayer page listing this drr0ng, Indicates acceptance a( professional engineering responsibility sash, to the design shown. The sultabilpy and gee of Nle drw ing fa any structure 0 IN responsibility a/ h,0 BWlging Designer per ANSVTPI 7 800.2. For more information see this job's general notes page and Nese web sites: ITW BCG: wvnw.ilwbcgam'. TPI: www.lpnsl.ag: WTCA: www.sbcl dusny.com; ICC: www.kcsale.org TC LL 30.0psf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf REF DATE 09-28-2017 DRWG O/A LEN. 31 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE HIPS [ALPINE](FBC2014Res/TPI-2007](03)[17321/J] (TOLL 30.011TCDL 15.0] [BCDL 10.01 [BCLL 0.0] (OF 1.251[0C 24.0] [NM 1) (SOFFIT 2.0] ===Bearings==[X-Loc] [React) [Min Size Req).. [ 0.311[ 1862)[ 13551[0.13) (30.31)1 18591[0.13) EndPts MaxTen MaxComp 1- 3 38 0 6- 8 2277 -4595 8-10 1992 -3977 9-13 2183 -4245 13-19 2183 -4245 18-21 1991 -3991 21-23 2276 -4631 26-29 38 0 7-12 4142 -2074 12-14 3765 -1727 15-20 3778 -1752 20-22 4380 -2099 0- 2 1 0 27-28 1 0 4- 5 975 -1697 4- 6 2249 -4609 3- 4 40 -6 6- 7 319 -47 5- 7 4351 -2089 24-25 976 -1694 23-24 2248 -4633 24-26 40 -6 22-23 320 -86 22-25 4397 -2114 10-11 1992 -3856 9-11 4245 -2183 17-19 4245 -2183 17-18 1992 -3870 14-16 3765 -1727 15-16 1752 -3778 0- 1 0 -0 28-29 0 -0 AXL BND CSI GLC S Grade 0.00 0.31 0.31 25 4 SP 02 N 0.19 0.50 0.70 4 4 SP 02 N 0.21 0.40 0.61 4 4 SP #2 N 0.25 0.36 0.61 4 4 SP 02 N 0.25 0.36 0.61 4 4 SP #2 N 0.21 0.40 0.61 1 4 SP 02 N 0.19 0.50 0.69 1 4 SP #2 N 0.00 0.31 0.31 26 4 SP #2 N 0.55 0.30 0.85 4 4 SP 01 Dense 0.31 0.40 0.71 2 4 SP 01 Dense 0.31 0.40 0.71 2 4 SP 01 Dense 0.55 0.30 0.84 1 4 SP #1 Dense 0.00 0.02 0.02 1 4 SP #3 0.00 0.02 0.02 1 4 SP 03 Plate Member =-_- PLATE MEMBER 0.19 0.51 0.70 4 4 SP 02 N =-=Fictious Member=-=- SP 02 N -_-= Plate Member =-_- PLATE MEMBER 0.55 0.30 0.85 4 4 SP 91 Dense - -= Plate Member =-_- PLATE MEMBER 0.19 0.51 0.70 1 4 SP #2 N =-=Fictious Member=-=- SP #2 N --= Plate Member =-_- PLATE MEMBER 0.55 0.30 0.85 1 4 SP 01 Dense -=-=Fictious Member=-=- SP 02 N -=-=Fictious Member=-=- SP 42 N -=-=Fictious Member=-=- SP 02 N =-=Fictious Member=-=- SP #2 N -=-=Fictious Member=-=- SP 41 Dense -=-=Fictious Member=-=- SP 01 Dense =-=Fictious Member- - SP 03 -=-=Fictious Member=-=- SP 03 EndPts MaxTen MaxComp AXL GLC S Grade 8-12 367 -612 0.33 1 4 SP #3 11-12 422 -121 0.16 2 4 SP 03 11-16 556 -340 0.22 25 4 SP #3 13-16 276 -476 0.11 4 4 SP 03 16-17 551 -340 0.22 26 4 SP 03 17-20 422 -121 0.16 2 4 SP 03 20-21 367 -639 0.34 4 4 SP 03 Node X -Lac Y -Loc 0 -1.43 8.42 1 -1.43 8.42 2 -0.13 8.27 3 0.00 8.84 4 0.31 8.89 5 0.31 8.85 6 0.89 9.10 7 0.93 8.81 8 5.58 10.47 9 10.32 11.85 10 10.32 11.85 11 10.32 11.85 12 10.32 -8.81 13 15.50 11.85 14 15.50 8.81 15 15.50 8.81 16 15.50 1.81 17 20.68 11.85 18 20.68 11.85 19 20.68 11.85 20 20.68 8.81 21 25.42 10.47 22 30.07 8.81 23 30.11 9.10 24 30.69 8.89 25 30.69 .8.85 26 31.00 8.84 27 31.13 8.27 28 32.43 8.42 Length Brace 58.67 33.00 65.83 33.00 65.83 33.00 58.67 Plate Cq JSI Method deflY(L1 204(8) 0.80 0.43 N 0.04 L/475 0.01 L/682 3010041( 0.80 0.80 0.00 L/999 0.02 L/999 0.02 L/999 1.5X4 0.80 0.48 N 0.28 L/999 508 0.80 0.85 N 0.36 L/999 304 0.80 0.54 N 0.36 L/999 1.504 0.80 0.40 N 0.41 L/896 5X8 0.80 0.95 N 0.41 0/900 508 0.80 0.85 N 0.36 L/999 304 0.80 0.54 N 0.36 L/999 1.504 0.80 0.48 N 0.28 L/999 0.03 L/999 0.03 L/999 3X10(A1) 0.80 0.80 0.00 0/999 0.01 L/668 20418) 0.80 0.43 N 0.04 1/467 Length 17.82 58.67 59.19 62,21 62.21 59.19 58.67 17.82 112.64 62.21 62.21 112.64 15.72 15.72 0.50 7.34 3.80 3.46 7.41 0.50 7,34 3.80 3.46 7.41 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Pitch 3.50 3.50 3.51 0.01 -0.01 -3.51 -3.50 -3.50 -0.00 -0.00 -0.00 0.00 -1.43 1.43 -Vert- 4.32 1.99 -84.00 -0.72 -Vert- -4.32 -1.99 84.00 0.72 -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- -Vert- 29 32.43 8.42 • • ••• • • • ••• •• •• • • • •• •• • ISTD.AUTO.:OAD1[024.0: ]D86 . (80:u• : • Repetitive•Factor.Used• Yes • • • • 31 PLF 00-1.9 tet 73.010.4 [401510)1 010 31 PLF B 10.3 to 31 B 20.7 [y=15.0][ 01] Brace 31 PLF 8 20.7 to 31 8 32.9 (y=15.0]( 011 Plywd 4 PLF 8 31.2 to 4 0 32.8 (y= 8.2][ 01] Plywd 4 PLF409 -1.8 to 4 8 4.2 (y=48.21[ 01] • .. • Plywd 2D P!F•8 0.. is 20 8.1!.5 [}4 311.] [ 01} • Plywd 20 PLF:9 153 j (0 t: i0 .0 (y=.1[• 08] • Plywd 60 PLF-8-1 t4 60 0 .3 (10'5.01[10088) • Plywd 60 P4F•9110.34o 60 8•.4 [180.0) [100400 Plywd 60 PLF 8 20.7 to 60 8 32.9 [y=15.01[1008] Plywd Brg.# 1 VeIt.R= 1859.5 # Hor.R= -0.0# Diaph Brg.# 2 Vert.R= 1859.5 # Hor.R= -0.00 Diaph �s =F =• _ �_ = sr° _ • • • _ Diaph [FBC pass 42] [0C 84.0e] [D8 1451004 i1 • • Diaph Repetitive Actor1011t1!d: • Yet • • • • • 31 PLF 8 -1; t: Z1 0 10.5 (pap) [ 011] • 31 PLF ‘,v. t4 +182..;10)[•i° ••• 31 PLF 8 20.7 to 31 8 32.9 [y=15.011 011 Plywd 4 PLF 8 31.2 to 4 8 32.8 (y= 8.2)[ 01] 4 PLF 8 -1.8 to 4 B -0.2 (y= 8.2]1 011 20 PLF 0 0.0 to 20 B 15.5 [y= 3.1][ 01] Diaph 20 PLF 8 15.5 to 20 0 31.0 [y= 3.1]( 01] 20 PLF 8 0.0 to 20 8 15.5 (y= 3.1] (1001) Plywd 20 PLF 8 15.5 to 20 8 31.0 [y= 3.1) [10081 Brg.# 1 Vert.R= 1154.0 # 0nr,R= -0.00 Brg.# 2 Vert.R= 1154.0 # 0or,R= 0.0# ••• • • • Diaph [Partial Unbal. Lt] [00 24.00) [DF 1.25] [NM 1] Repetitive Factors Used: Yes 31 PLF 8 -1.9 to 31 8 10.3 (y=15.01( 01 31 PLF 8 10.3 to 31 8 20.7 [y=15.0)1 01 31 PLF 8 20.7 to 31 8 32.9 [y=15.0)1 01 4 PLF 8 31.2 to 4 8 32.8 [y= 8.211 08 20 PLF 8 0.0 to 20 B 15.5 [y= 3.1)[ 01 20 PLF 8 15.5 to 20 8 31.0 [y= 3.1)[ 08 60 PLF 8 30.5 to 60 8 32.9 [y=15.0)[1008 4 PLF 8 -1.8 to 4 8 -0.2 [y= 8.2)[ 018 Brg.# 1 Vert.R= 841.0 # 0or.R= 0.00 Brg.# 2 Vert.R= 962.4 # Hor.R= -0.00 [Partial Unbal. 801 [OC 24.00] [DF 1.25][NM 1) Repetitive Factors Used: Yes 31 PLF 0 -1.9 to 31 0 10.3 [y=15.0][ 08) 31 PLF 8 10.3 to 31 8 20.7 [y=15.0)1 01) 31 PLF 8 20.7 to 31 8 32.9 (y=15.01 [ 011 def1Y(T) dxL dxT 4 PLF 8 31.2 to 4 8 32.8 )y= 8.21) 01] 0.06 L/286 0.01 0.02 20 PLF 8 0.0 to 20 8 15.5 (y= 3.1][ 08] ----- ---- 20 PLF 8 15.5 to 20 8 31.0 [y= 3.1)[ 08) 60 PLF 8 -1.9 to 60 B 10.3 (y=15.0)(1001) 0.01 L/411 0100 0.00 60 PLF 8 10.3 to 60 0 20.7 (y=15.01(1008] 60 PLF 8 20.7 to 60 0 30.5 [y=15.01(1001] 0.00 L/999 0.00 0.00 4 PLF 9 -1.8 to 4 8 -0.2 (y= 8.2)] 01] 0.07 L/999 0.01 0.02 Brg.# 1 Vert.R= 1862.5 # Hor.R= 0.00 0.07 L/999 0.00 0.00 Brg.# 2 Vert.R= 1741.0 # Hor.R= -0.0# 0.64 L/570 0.06 0.14 0.82 L/446 0.06 0.14 [MWFRS ASCE Perp/L++) (00 24.00] (DF 1.601 [NM 1) ----- ---• ---- Repetitive Factors Used: Yes -30 PLF 0 31.0 to -30 8 32.9 R [y= 8.41[1001] 0.82 0/445 0.03 0.07 3 PLF 9 0.0 to 3 8 10.3 L (y=12.01[10011 0.92 L/398 0.04 0.10 10 PLF 0 -1.9 to 10 8 0.0 (y=15.0][ 01] 0.91 L/399 0.04 0.10 46 PLF 0 0.1 to 46 8 0.3 )y= 8.71 110011 ----- ---- --•- 10 PLF 9 0.0 to 10 8 10.3 (y=15.0]( 08] -10 PLF 4 15.5 to -10 8 20.7 (y=12.01(1001) 0.82 L/446 0.02 0.05 -12 PLF 8 0.3 to -12 8 15.5 [y= 8.71[1001] ----- ---- 10 PLF 0 10.3 to 10 8 20.7 [y=15.01[ 01] 50 PLF 8 -1.9 to 50 8 0.0 L (y= 9.0)[10011 0.82 L/445 0.06 0.13 10 PLF 8 20.7 to 10 8 31.0 (y=15.0][ 01] 0.64 L/572 0.02 0.06 10 PLF B 31.0 to 10 B 32.9 [y=15.011 01] 0.07 L/999 0.08 0.19 -12 PLF 0 15.5 to -12 0 30.7 (y= 8.7] (1001] 0.07 L/999 0.08 0.18 10 PLF 8 0.0 to 10 B 0.3 (y= 3.1]( 08] -30 PLF 0 20.7 to -30 8 31.0 R (y= 9.0)(1001) 0.00 L/999 0.08 0.19 10 PLF 9 0.3 to 10 B 30.7 (y= 3.11[ 01] 0.01 L/402 0.08 0.19 -10 PLF 9 10.3 to -10 9 15.5 (y=12.0][1008] 10 PLF 0 30.7 to 10 B 31.0 [y= 3.111 011 ----- 0.06 L/281 0.10 0.23 Brg.# 1 Vert.R= 140.8 # Hor.R= -135.10 • ----- ----- Brg.# 2 Vert.R= -209.8 # Hor.R= 0.00 [MWFRS ASCE Perp/L+-](OC 24.00)(0F 1.60) [NM 1] Repetitive Factors Used: Yes -30 PLF 8 31.0 to -30 8 32.9 R (y= 8.4] (10081 3 PLF 8 0.0 to 3 8 10.3 L (y=12.0]11001] 10 PLP 8 -1.9 to 10 B 0.0 (y=15.0]1 011 46 PLF 0 0.1 to 46 0 0.3 (y= 8.7](10081 10 PLF B 0.0 to 10 8 10.3 )y=15.0]1 08] -10 PLF 8 15.5 to -10 8 20.7 (y=12.0](1008] 12 PLF 0 0.3 to 12 8 15.5 [y= 8.7] (1001] 10 PLF 8 10.3 to 10 8 20.7 [y=15.0]1 081 50 PLF 8 -1.9 to 50 8 0.0 L (y= 9.0] (1008] 10 PLF 0 20.7 to 10 8 31.0 (y=15.01[ 01] 10 PLF 8 31.0 to 10 8 32.9 (y=15.0]1 011 12 PLF 8 15,5 to 12 8 30.7 (y= 8.7](10011. 10 PLF 8 0.0 to 10 8 0.3 (y= 3.11[ 011 -30 PLF 8 20.7 to -30 8 31.0 R [y= 9.0] (1008] 10 PLF 0 0.3 to 10 0 30.7 )y= 3.1][ 081 -10 PLF 8 10.3 to -10 8 15.5 (y=12.0][1008] 10 PLF 8 30.7 to 10 8 31.0 (y= 3.1][ 08] Brg.# 1 Vert.R= 511.9 # Hor.R= -135.1# Brg.# 2 Vert.R= 161.4 0 Hor.R= 0.00 [MWFRS ASCE Perp/L-+) [OC 24.001 [DF 1.60)[NM 11 Repetitive Factors Used: Yes -30 PLF 8 31.0 to -30 8 32.9 R (y= 8.4] (10081 -35 PLF 8 0.0 to -35 8 10.3 L [y=12.0)(1001] 10 PLF B -1.9 to 10 0 0.0 (y=15.01[ 081 -46 PLF B 0.1 to -46 8 0.3 (y= 8.7] (1001] 10 PLF B 0.0 to 10 8 10.3 (y=15.0]( 081 -29 PLF 8 15.5 to -29 B 20.7 (y=12.0](10081 -12 PLF 8 0.3 to -12 8 15.5 (y= 8.7] (10011 10 PLF 8 10.3 to 10 8 20.7 (y=15.01 [ 01) -82 PLF 8 -1.9 to -82 8 0.0 L (y= 9.0] (10081 10 PLF 0 20.7 to 10 8 31.0 (y=15.011 011 10 PLF 8 31.0 to 10 8 32.9 [y=15.0][ 01] -12 PLF 8 15.5 to -12 CO 30.7 (y= 8.7) (10081 10 PLF 8 0.0 t0 10 8 0.3 [y= 3.1] ( 081 -30 PLF 8 20.7 to -30 8 31.0 R (y= 9.0] (10011 10 PLF 8 0.3 to 10 8 30.7 (y= 3.11 [ 08] -52 PLF 0 10.3 to -52 8 15.5 [y=12.0][10081 10 PLF 8 30.7 to 10 8 31.0 (y= 3.1]] 08) Brg.# 1 Vert.R= -552.7 # Hor.R= 37.10 Brg.# 2 VeIt.R= -417.9 # Hor.R= 0.0# [MWFRS ASCE Perp/L--1 (0C 24.00] (DF 1.601 (NM 1] Repetitive Factors Used: Yes -30 PLF B 31.0 to -30 B 32.9 R (y= 8.4) (1008] -35 PLF 8 0.0 to -35 8 10.3 L (y=12.0)[10011 10 PLF 8 -1.9 to 10 B 0.0 (y=15.0][ 08] -46 PLF 8 0.1 to -46 8 0.3 (y= 8.71(10081 10 PLF 0 0,0 to 10 8 10.3 (y=15.0][ 081 -29 PLF 8 15.5 to -29 8 20.7 (y=12.0](1008) 12 PLF B 0.3 to 12 8 15.5 (y= 8.7] (10011 10 PLF 8 10.3 to 10 CO 20.7 [y=15.0]1 01] -82 PLF 8 -1.9 to -82 8 0.0 L (y= 9.0] [1001] 10 PLF 8 20.7 to 10 8 31.0 [y=15.0)[ 081 10 PLF B 31.0 to 10 8 32.9 (y=15.0]( 011 12 PLF 8 15.5 to 12 8 30.7 (y= 8.7][10011 10 PLF 8 0.0 to 10 8 0.3 (y= 3.1]( 01) -30 PLF 8 20.7 to -30 B 31.0 R (y= 9.0] [1001] 10 PLF 8 0.3 to 10 0 30.7 (y= 3.1][ 01] -52 PLF 8 10.3 to -52 0 15.5 (y=12.0][1001] 10 PLF B 30.7 to 10 0 31.0 ]y= 3,1)[ 011 Brg.# 1 Vert.R= -181.5 # Hor.R= 37.1# Brg.# 2 Vert.R= -46.8 # Hor.R= -0.04 (MWFRS ASCE Perp/R++][0C 24.00] (DF 1.60)98141] Repetitive Factors Used: Yes 50 PLF 0 31.0 to -30 PLF B 0.0 to 10 PLF 8 -1.9 to -10 PLF 8 15.5 to 10 PLF 8 0.0 to -12 PLF 8 0.3 to -30 PLF 0 -1.9 to 10 PLF 0 10.3 to -12 PLF 8 15.5 to 10 PLF 8 20.7 to 10 PLF 0 31.0 to 46 PLF 8 30.7 to 50 0 32.9 R (y= 8.4](10081 -30 8 10.3 L (y=12.0](10011 10 8 0.0 (y=15.01[ 011 -10 0 20.7 (y=12.0][10081 10 8 10.3 [y=15.01( 011 -12 8 15.5 [y= 8.7] (10081 -30 0 0.0 L [y= 9.0] (1008] 10 0 20.7 )y=15.0)[ 081 -12 8 30.7 (y= 8.71 (10081 10 8 31.0 (y=15.01[ 011 10 0 32.9 [y=15.01[ 01] 46 0 30.9 (y= 8.71 [10011 10 PLF @ 0.0 to 10 2 0.3 (y= 3.11( 01] 10 PLF 2 0.3 to 10 2 30.7 [y= 3.1)( 0%] 3 PLF 2 20.7 to 3 2 31.0 R [y= 9.01[1001] -10 PLF 2 10.3 to -10 9 15.5 [y=12.0][1001] 10 PLF 2 30.7 to 10 2 31.0 (y= 3.1][ 011 Brg.# 1 Vert.R= -209.8 # Hor.R= 135.1# Brg.# 2 Vert.R= 140.8 # Hor.R= 0.04 [MWFRS ASCE Perp/R+-1 (0C 24.00) (DF 1.601 [NM 1] Repetitive Factors Used: Yes 50 PLF 2 31.0 to 50 2 32.9 R [= 8.41[10011] -30 PLF 2 0.0 to -30 2 10.3 L y=12.01 [10011 10 PLF 2 -1.9 to 10 2 0.0 [y=15.01 [ 011 -10 PLF @ 15.5 to -10.9 20.7 [y=12.0111001] 10 PLF 2 0.0 to 10 @ 10.3 [y=15.0]1 011 12 PLF 2 0.3 to 12 2 15.5 [y= 8.7](100%) -30 PLF 2 -1.9 to -30 @ 0.0 L ly= 9.01(100%1 10 PLF 2 10.3 to- 10 2 20.7 (y=15.01[ 011 12 PLF 2 15.5 to 12 2 30.7 (y= 8.71(100%1 10 PLF 2 20.7 to 10 2 31.0 (y=15.01 1 011 10 PLF 2 31.0 to 10 2 32.9 (y=15.0)[ 011 46 PLF 2 30.7 to 46 2 30.9 (y= 8.711100%] 10 PLF 2 0.0 to 10 2 0.3 (y= 3.111 0111 10 PLF @ 0.3 to 10 @ 30.7 ]y= 3.1)] 01) 3 PLF 9 20.7 to 3 2 31.0 R ]y= 9.0](100%) -10 PLF 9 10.3 to -10 2 15.5 [y=12.0)(100%1 10 PLF 2 30.7 to 10 2 31.0 [y= 3.1)( 011 Brg.# 1 Vert.R= 161.4 # Hor,R= 135.14 Brg.# 2 Vert.R= 511.9 # Hor.R= -0.04 (MWFRS ASCE Perp/R-+) (0C 24.00][DF 1.60)(014 11 Repetitive Factors Used: Yes -82 PLF 2 31.0 to -82 2 32.9 R [y= 8.41 [10001 -30 PLF @ 0.0 to -30 2 10.3 L [y=12.01 [10011 10 PLF 2 -1.9 to 10 2 0.0 [y=15.01( 01] -52 PLF @ 15.5 to -52 2 20.7 [y=12.01[100%] 10 PLF 2 0.0 to 10 2 10.3 [y=15.0)1 01] -12 PLF 2 0.3 to -12 2 15.5 [y= 8.7][1001] -30 PLF 2 -1.9 to -30 9 0.0 L (y= 9.01(10011 10 PLF 2 10.3 to 10 2 20.7 (y=15.0]1 011 -12 PLF 2 15.5 to -12 2 30.7 [y= 8.7] (1001] 10 PLF 2 20.7 to 10 2 31.0 (y=15.0]1 01) 10 PLF 2 31.0 to 10 2 32.9 (y=15.0]1 01) -46 PLF @ 30.7 to -46 2 30.9 [y= 8.7](100%) 10 PLF @ 0.0 to 10 2 0.3 [y= 3.11( 01] 10 PLF 2 0.3 to' 10 2 30.7 (y= 3.11( 011 -35 PLF 2 20.7 to -35 2 31.0 R (y= 9.0](100%] -29 PLF @ 10.3 to -29 2 15.5 [y=12.01[1001] 10 PLF 2 30.7 to 10 2 31.0 [y= 3.1] 1 01] Brg.# 1 Vert.R= -417.9 # Hor.R= -37.14 Brg.# 2 VeIt.R= -552.7 # Hor.R= -0.04 [88000 ASCE Perp/R--] IOC 24.00] (DF 1.601 [NM 1] Repetitive Factors Used: Yes -82 PLF 2 31.0 to -82 @ 32.9 R (y= 8.4] [1001) -30 PLF @ 0.0 to -30 @ 10.3 L ly=12.0](10011 10 PLF 2 -1.9 to 10 0 0.0 (y=15.0]( 011 -52 PLF 2 15.5 to -52 2 20.7 (y=12.0][1001] 10 PLF @ 0.0 to 10 @ 10.3 [y=15.0]] 01] 12 PLF 2 0.3 to 12 @ 15.5 )y= 8.7] (100%) -30 PLF 2 -1.9 to -30 @ 0.0 L [y= 9.01 [10011 10 PLF 2 10.3 to 10 2 20.7 (y=15.0) ( 011 12 PLF 2 15.5 to 12 2 30.7 (y= 8.71(100%] 10 PLF 2 20.7 to 10 2 31.0 (y=15.0] [ 01] 10 PLF @ 31.0 to 10 2 32.9 [y=15.0]1 01] -46 PLF 2 30.7 to -46 @ 30.9 fy= 8.711100%] 10 PLF 2 0.0 to 10 2 0.3 fy= 3.1]1 01] 10 PLF 2 0.3 to' 10 2 30.7 fy= 3.1][ 01] -35 PLF 2 20.7 to -35 9 31.0 R [y= 9.0] 11001] -29 PLF @ 10.3 to -29 2 15.5 [y=12.01(1001] 10 PLF 2 30.7 to 10 2 31.0 [y= 3.1]( 01] Brg.# 1 Vert.R= -46.8 # Hor.R= -37.14 Brg.# 2 Vert.R= -181.5 # Hor.R= -0.04 (MWFRS ASCE Parl++] Repetitive Factors -10 PLF @ 31.0 to -10 PLF 2 0.0 to 10 PLF 0 -1.9 to -10 PLF 9 15.5 to 10 PLF 2 0.0 to -12 PLF 9 0.3 to • [OC 24.00] [DF 1.60] (NM 1) Used: Yes -10 2 32.9 R (y= 8.41 [10011 -10 2 10.3 L 1y=12.01[10011 10 0 0.0 (y=15.0]1 0%1 -10 0 20.7 [y=12.0) [10011 10 2 10.3 [y=15.01 011 -12 @ 15.5 [y= 8.7](100%] -10 PLF @ -1.9 to -10 @ 0.0 L [y= 9.0](1001] 10 PLF @ 10.3 to 10 @ 20.7 [y=15.0][ 01] -12 PLF @ 15.5 to -12 @ 30.7 (y= 8.7][10011 10 PLF @ 20.7 t0 10 2 31.0•(y=15.01) ( U. • 10 PLF @ 31.0 to 10 2 32.9.191j? ( 0 • • -10 PLF @ 20.7 to -10 @ 31.II R'[y=1 01[]00%] • • 10 PLF 2 0.0 to 10 2 0.39(y= 3. [ • 0 • • 10 PLF @ 0.3 to 10 @ 30.744(y= 3.11( iO4M0 • • -10 PLF @ 10.3 to -10 2 15.5 `y=12.0][100%) 10 PLF 2 30.7 to 10 2 31.0 [y= 3.11 [ 011 Brg.# 1 Vert.R= -32.2 # Hor.R= -0.04 Brg.# 2 Vert.R= -32.2 # lior.R= • -0.04 • -•-•-_-_44-=.-=-_-- [MWFRS ASCE Parl+-] [OC 24.01 (0:1.0( [11M 1] • Repetitive Factors Used: Yes , • • -10 PLF 2 31.0 to -10 2.3•• R (* 8.41[1064* -10 PLF 2 0.0 to -10 2 10.3 L [y=12.0](1001] 10 PLF 2 -1.9 to 10 @ 0.0 [ =15.011 0%1 -10 PLF 2 15.5 to -10 2 20.7 [y=12.01(10011 10 PLF 2 0.0 to 10 @ 10.3 •••15,411 0011 • 12 PLF @ 0.3 to 12 9 15.5• [y= 8.61(14011e • -10 PLF 2 -1.9 to -10 2 0.04, (y=•9!044[10!%) • 10 PLF 2 10.3 to 10 2 20.7 [15.i(!!011: • 12 PLF 2 15.5 to 12 2 30.'= 8.(1II011• 10 PLF 2 20.7 to 10 2 31.0 [y=15.011 011 10 PLF @ 31.0 to 10 2 32.9 (y=15.011 01] -10 PLF 2 20.7 to -10 2 31.0 R [y= 9.0][100%] 10 PLF 2 0.0 to 10 @ 0.3 [y= 3.1([ 01] 10 PLF @ 0.3 to 10 2 30.7 (y= 3.1)[ 01] -10 PLF 2 10.3 to -10 @ 15.5 (y=12.0][100%) 10 PLF 2 30.7 to 10 @ 31.0 ]y= 3.111 011 Brg.# 1 Vert.R= 338.9 # Hor.R= -0.04 Brg.# 2 Vert.R= 338.9 # Hor.R= -0.04 [MWFRS ASCE Parl-+)(0C 24.00] [DF 1.601 [NM 1] Repetitive Factors Used: Yes -52 PLF @ 31.0 to -52 PLF @ 0.0 to 10 PLF 2 -1.9 to -52 PLF @ 15.5 to 10 PLF 2 0.0 to -12 PLF @ 0.3 to -52 PLF 2 -1.9 to 10 PLF @ 10.3 to -12 PLF @ 15.5 to 10 PLF @ 20.7 to 10 PLF 2 31.0 to -52 PLF @ 20,7 to 10 PLF @ 0.0 to 10 PLF @ 0.3 to -52 PLF 2 10.3 to 10 PLF 2 30.7 to 10 2 31.0 (y= 3.1][ 01] Brg.# 1 Vert.R= -735.4 # Hor.R= -0.04 Brg.# 2 Vert.R= -735.4 # Hor.R= 0.0# [MWFRS ASCE PHI-)[OC24.00] [DF 1.60] [NM 1] Repetitive Factors Used: Yes -52 PLF 2 31.0 to -52 @ 32.9 R (y= 8.41 [1001 -52 PLF @ 0.0 to -52 2 10.3 L [y=12.0](100%] 10 PLF @ -1.9 to 10 2 0.0 (y=15.01[ 01] -52 PLF @ 15.5 to -52 @ 20.7 [y=12.0)[100%] 10 PLF @ 0.0 to 10 2 10.3 [y=15.01 [ 011 12 PLF @ 0.3 to 12 @ 15.5 [y= 8.7)[100%] -52 PLF @ -1.9 to -52 @ 0.0 L (y= 9.0)(1001] 10 PLF 2 10.3 to 10 @ 20.7 [y=15.01 [ 011 12 PLF @ 15.5 to 12 @ 30.7 (y= 8.71 [10011 10 PLF @ 20.7 to 10 @ 31.0 [y=15.0][ 01] 10 PLF @ 31.0 to 10 @ 32.9 (y=15.01[ 01] -52 PLF @ 20',7 to -52 2 31.0 R [y= 9.01(100%1 10 PLF 2 0.0 to 10 @ 0.3 (y= 3.1][ 01] 10 PLF 2 0.3 to 10 @ 30.7 [y= 3.1)[ 01] -52 PLF @ 10.3 to -52 @ 15.5 `y=12.0](10011 10 PLF 2 30.7 to 10 @ 31.0 [y= 3.1)[ 01] Brg.# 1 Vert.R= -364.3 # Hor.R= -0.04 Brg.# 2 Vert.R= -364.3 # Hor.R= 0.04 (MWFRS ASCE PrpD/L++][0C 29 001(DF 1.60] [NM 1] Repetitive Factors Used: Yes -30 PLF @ 31.0 to -30 0 32.9 R [y= 8.4][10011 3 PLF 2 0.0 to 3 2 10.3 L (y=12.0][1000] 31 PLF 2 -1.9 to 31 @ 0.0 [y=15.0] [ 011 46 PLF 2 0.1 to 46 2 0.3 [y= 8.71[100%] -52 2 32.9 R (y= 8.4)(100%] -52 2 10.3 L [y=12.01(1001] 10 @ 0.0 (y=15.01[ 0%] -52 2 20.7 [y=12.0](1001] 10 @ 10.3 [y=15.0( ( 0%1 -12 @ 15.5 1y= 8.7)(100%] -52 @ 0.0 L [y= 9.0][100%] 10 2 20.7 (y=15.01[ 01] -12 2 30.7 (y= 8.7) [1001] 10 2 31.0 (y=15.01 [ 011 10 2 32.9 (y=15.01 [ 011 -52 @ 31.0 R [y= 9.0](100%] 10 B 0.3 [y= 3.11[ 001 10 2 30.7 (y= 3.11[ 00) -52 2 15.5 [y=12.01(100%) • • • •• • • • • • • ••• 31 PLF 2 0.0 to 31 @ 10.3 (y=15.011 011 -10 PLF @ 15.5 to -10 @ 20.7 Ty=12.0][100%] -12 PLF @ 0.3 to -12 @ 15.5 (y= 8.71(100%] • 3b14 10.3 to 30 @ 20.7 (y=15.01( 01] • I'll 50 PLF @ -1.9 to 50 @ 0.0 L (y= 9.01[100%1 • : 31F @ 20.7 to 31 B 31,0 [y=15.01( 011 • 31 LF @ 31.0 to 31 2 32.9 [y=15.01 [ 01] • -1264414F @ 15.5 to -12 @ 30.7 fy= 8.7](100%] 20 PLF 2 0.0 to 20 2 0.3 [y= 3.11[ 011 -30 PLF 2 20.7 to -30 2 31.0 R [y= 9.01(1009] 20 PLF 2 0.3 to 20 @ 30.7 ly= 3.1][ 011 4-10 Pj4%10.3 to -10 0 15.5 `y=12.01[100%] •420 PLF 2410.7 to 20 @ 31.0 [y= 3.11 [ 011 • •Brg.# 1•Vert.R= 644.1 # Hor.R= -135.14 �rg.{1••2 Vert.R= 293.5 # Hor.R= -0.04 • ----------- ___--------- _____------ __ [MWFRS ASCE PrpD/L+-1 [00 24.00] [DF 1.60] [NM 1] Repetitive Factors Used: Yes -30 PLF @ 31.0 to -30 2 32.9 R (y= 8.41 [10011 • • • • • 3 4444 0.0 to 3 2 10.3 L (y=12.01[1001] • • • 3j15G1F 2 -1.9 to 31 2 0.0 (y=15.01( 01] • • 410 46 41LF 2 0.1 to 46 @ 0.3 (y= 8.7) (100%] 11. • 31 It 2 0.0 to 31 2 10.3 [Y=15.01[ 011 • • • • • 40 8 2 15.5 to -10 0 20.7 Iy=12.0][10011 12 1PLF 2 0.3 to 12 @ 15.5 [y= 8.71(100%] 30 PLF 2 10.3 to 30 2 20.7 (y=15.0]( 011 50 PLF 2 -1.9 to 50 @ 0.0 L (y= 9.0]1100%] 31 PLF 2 20.7 to 31 @ 31.0 (y=15.0][ 011 31 PLF 2 31.0 to 31 @ 32.9 [y=15.01( 01] 12 PLF 2 15.5 to 12 @ 30.7 (y= 8.71(100%] 20 PLF @ 0.0 to 20 @ 0.3 [y= 3.1)] 011 -30 PLF @ 20.7 to -30 @ 31.0 R (y= 9.0)1100%] 20 PLF @ 0.3 to 20 @ 30.7 (= 3.11 [ 011 -10 PLF @ 10.3 to -10 @ 15.5 ly=12.01[1001] 20 PLF @ 30.7 to 20 @ 31.0 (y= 3.1] ( 091 Brg.# 1 Vert.R= 1015.2 # Hor.R= -135.14 Brg.# 2 Vert.R= 664.6 # Hor.R= -0.04 [M0816 ASCE PrpD/L--](0C 24.00] (DF 1.60] [NM 1] Repetitive Factors Used: Yes -30 PLF @ 31.0 to -30 @ 32.9 R [y= 8.4][100%] -35 PLF @ 0.0 to -35 @ 10.3 L [y=12.0](1001] 31 PLF @ -1.9 to 31 @ 0.0 [y=15.0][ 011 -46 PLF @ 0.1 to -46 @ 0.3 `y= 8.7](100%] 31 PLF @ 0.0 to 31 @ 10.3 [y=15.01 [ 01] -29 PLF @ 15.5 to -29 @ 20.7 [y=12.0](100%) 12 PLF @ 0.3 to 12 @ 15.5 [y= 8.7](100%] 30 PLF @ 10.3 to 30 @ 20.7 (y=15.0][ 01] -82 PLF @ -1.9 to -82 2 0.0 L [y= 9.0][100%] 31 PLF @ 20.7 to 31 @ 31.0 (y=15.0]( 011 31 PLF @ 31.0 to 31 @ 32.9 [y=15.0][ 01] 12 PLF @ 15.5 to 12 @ 30.7 [y= 8.7)(100%) 20 PLF 2 0.0 to 20 @ 0.3 [y= 3.11[ 011 -30 PLF @ 20.7 to -30 2 31.0 R (y= 9.0][1001] 20 PLF @ 0.3 to 20 @ 30.7 (y= 3.1][ 01] -52 PLF @ 10.3 to -52 @ 15.5 [y=12.01[100%] 20 PLF @ 30,7 to 20 0 31.0 [y= 3.1] [ 01] Brg.# 1 Vert.R= 321.8 # Hor.R= 37.14 Brg.# 2 Vert.R= 456.5 # Hor.R= -0.04 (MWFRS ASCE PrpD/R++][OC 24.00] (DF 1.601[14M 1] Repetitive Factors Used: Yes 50 PLF @ 31.0 to 50 2 32.9 R (y= 8.4](1001] -30 PLF @ 0.0 to -30 @ 10.3 L y=12.01[1001] 31 PLF 2 -1.9 to 31 2 0.0 [y=15.01( 011 -10 PLF @ 15.5 to -10 2 20.7 (y=12,0][1001] 31 PLF @ 0.0 to 31 @ 10.3 (y=15.01( 011 -12 PLF a 0.3 to -12 @ 15.5 (y= 8.71(1001] -30 PLF @ -1.9 to -30 @ 0.0 L ]y= 9.0](100%] 30 PLF 2 10.3 to 30 @ 20.7 (y=15.01( 01) -12 PLF @ 15.5 to -12 @ 30.7 (y= 8.71[1001] 31 PLF @ 20.7 to 31 @ 31.0 [y=15.01( 011 31 PLF @ 31.0 to 31 @ 32.9 [y=15.01( 01) 46 PLF 2 30.7 to 46 @ 30.9 1y= 8.71(10011 20 PLF @ 0.0 to 20 @ 0.3 ]y= 3.1]( 01] 20 PLF 2 0.3 to 20 2 30.7 (y= 3.111 01] 3 PLF 2 20.7 to 3 2 31.0 R iy= 9.0] (1001] -10 PLF @ 10.3 to -10 @ 15.5 [y=12.01(10001 20 PLF 2 30.7 to 20 @ 31.0 [y= 3.1)[ 011 Brg.# 1 Vert.R= 293.5 # Hor.R= 135.18 Brg.# 2 Vert.R= 644.1 # Hor.R= 0.08 (MWFRS ASCE PrpD/R+-](00 24.00](0F 1.60](NM 1) Repetitive Factors Used: Yes 50 PLF @ 31.0 to 50 @ 32.9 R [= 8.4](100%] -30 PLF @ 0.0 to -30 @ 10.3 L ly=12.0][10091 31 PLF @ -1.9 to 31 @ 0.0 (=15.0(1 011 -10 PLF @ 15.5 to -10 @ 20.7 'y=12.01(100%1 31 PLF @ 0.0 to 31 @ 10.3 (y=15.01( 011 12 PLF @ 0.3 to 12 @ 15.5 [y= 8.7](1001] -30 PLF @ -1.9 to -30 2 0.0 L (y= 9.01(1001] 30 PLF @ 10.3 to 30 @ 20.7 [y=15.0]1 01] 12 PLF @ 15.5 to 12 @ 30.7 [y= 8.7](1001) 31 PLF @ 20.7 to 31 @ 31.0 [y=15.01[ 01] 31 PLP @ 31.0 to 31 @ 32.9 [y=15.01( 011 46 PLF @ 30.7 to 46 @ 30.9 [y= 8.71[100%I 20 PLF @ 0.0 to 20 @ 0.3 (y= 3.1][ 011 20 PLF @ 0.3 to 20 @ 30.7 [y= 3.11( 011 3 PLF @ 20.7 to 3 2 31.0 R [y= 9.0] 11001) -10 PLF @ 10.3 to -10 @ 15.5 (y=12.01(10011 20 PLF 9 30.7 to 20 @ 31.0 1y= 3.11( 01] Brg.# 1 Vert.R= 664.7 # Hor.R= 135.14 Brg.# 2 Vert.R= 1015.2 # Hor.R= -0.04 (MWFRS ASCE PrpD/R--][OC 24.00] (5F 0.601 (NM 1] Repetitive Factors Used: Yes -82 PLF 2 31.0 to -82 2 32.9 R (y= 8.4](100%] -30 PLF @ 0.0 to -30 @ 10.3 L [y=12.0](100%] 31 PLF @ -1.9 to 31 @ 0.0 [y=15.01( 011 -52 PLF 2 15.5 to -52 @ 20.7 [y=12.0](100%] 31 PLF @ 0.0 to 31 @ 10.3 [y=15.01 [ 011 12 PLF @ 0.3 to 12 2 15.5 [y= 8.71(1001] -30 PLF @ -1.9 to -30 @ 0.0 L [y= 9.0](190%] 30 PLF @ 10.3 to 30 @ 20.7 [y=15.01 [ 011 12 PLF @ 15.5 to 12 @ 30.7 [y= 8.71[1001] 31 PLF 2 20.7 to 31 @ 31.0 (y=15.01[ 09] 31 PLF @ 31.0 to 31 @ 32.9 [y=15.01 [ 01] -46 PLF @ 30.7 to -46 2 30.9 (y= 8.71 (10011 20 PLF @ 0.0 to 20 @ 0.3 (y= 3.11[ 011 20 PLF 2 0.3 to 20 @ 30.7 [y= 3.11[ 011 -35 PLF 9 20.7 to -35 @ 31.0 R (y= 9.0](10091 -29 PLF @ 10.3 to -29 @ 15.5 [y=12.0([100%] 20 PLF @ 30.7 to 20 @ 31.0 [y= 3.1][ 011 Brg.# 1 Vert.R= 456.5 # Hor.R= -37.14 Brg.# 2 Vert.R= 321.8 # Hor.R= -0.04 (MWFRS ASCE Pr1D+-](OC 24.001 (DF 1.601 (NM 1] Repetitive Factors Used: Yes -10 PLF @ 31.0 to -10 2 32.9 R [y= 8.4](100%] -10 PLF @ 0.0 to -10 @ 10.3 L [y=12.01[1001] 31 PLF @ -1.9 to 31 @ 0.0 [y=15.0][ 011 -10 PLF @ 15.5 to -10 @ 20.7 (y=12.01[100%] 31 PLF @ 0.0 to 31 @ 10.3 [y=15.01( 01] 12 PLF @ 0.3 to 12 @ 15.5 [y= 8.7](100%] -10 PLF @ -1.9 to -10 @ 0.0 L [y= 9.0][100%] 30 PLF @ 10.3 to 30 @ 20.7 (y=15.01 ( 01) 12 PLF @ 15,5 to 12 @ 30.7 [y= 8.7](100%) 31 PLF @ 20.7 to 31 @ 31.0 (y=15.0][ 011 31 PLF @ 31.0 to 31 @ 32.9 [y=15.0][ 01] -10 PLF 2 20.7 to -10 @ 31.0 R (y= 9.0][100%] 20 PLF @ 0.0 to 20 @ 0.3 [y= 3.11( 011 20 PLF @ 0.3 to 20 @ 30.7 ]y= 3.1]( 011 -10 PLF @ 10.3 to -10 @ 15.5 [y=12.0][100%] 20 PLF @ 30.7 to 20 @ 31.0 (y= 3.11( 01] Brg.# 1 Vert.R= 842.2 # Hor.R= -0.04 Brg.# 2 Vert.R= 842.2 # Hor.R= -0.08 - -------------------- - -- (MWFRS ASCE PrD1--](0C 24.00) (DF 1.60] [NM 1] Repetitive Factors Used: Yes -52 PLF @ 31.0 to -52 2 32.9 R [y= 8.4](100%] -52 PLF @ 0.0 to -52 2 10,3 L [y=12.0](100%] 31 PLF 2 -1.9 to 31 2 0.0 (y=15.01( 011 -52 PLF 2 15.5 to -52 2 20.7 fy=12.01(1001) 31 PLF 2 0.0 to 31 2 10.3 (y=15.01 ( 011 12 PLF @ 0.3 to 12 @ 15.5 [y= 8.7](100%1 -52 PLF @ -1.9 to -52 @ 0.0 L [y= 9.0)(10011 30 PLF 2 10.3 to 30 2 20.7 (y=15.0][ 01] 12 PLF 2 15.5 to 12 @ 30,7 (y= 8.7](10011 31 PLF 2 20.7 to 31 @ 31.0 (y=15.0][ 011 31 PLF 2 31.0 to 31 2 32.9 (y=15.0]1 01] -52 PLF @ 20.7 to -52 2 31.0 R (y= 9.0] (10011 20 PLF @ 0.0 to 20 @ 0.3 (y= 3.11[ 01] 20 PLF @ 0.3 to 20 2 30.7 (y= 3.1][ 01] -52 PLF 2 10.3 to -52 2 15.5 `y=12.0)(1001] 20 PLF @ 30.7 to 20 0 31.0 [y= 3.1]] 0%1 Brg.4 1 Vert.R= 139.0 4 Hor.R= -0.04 Brg.4 2 Vert.R 139.0 4 Hor.R= -0.04 [C&C ASCE Wind Lt -+]IOC 24.00] (DF 1.60] (NM 1) Repetitive Factors Used: Yes -81 PLF @ 0.0 Co -81 9 1.2 L (y= 9.31 (10001 -54 PLF @ 23.0 to -54 @ 32.9 R (y= 8.4] [10001 10 PLF @ -1.9 to 10 0 0.0 [y=15.011 0%] -75 PLF @ 10.3 to -75 @ 13.4 fy=12.0][100%] 10 PLF @ 0.0 to 10 @ 1.2 Iy=15.011 09] -56 PLF @ 0.1 to -56 9 0.3 1y= 8.71 (100%] 10 PLF @ 1.2 to 10 @ 10.3 (y=15.011 011] -149 PLF @ -1.9 to -149 @ 0.0 L (y= 9.0) (100%1 10 PLF @ 10.3 to0.71 0%1 -12 PLF @ 0.3 to -12 @ 15.3 1y= 871[10001 10 PLF @ 13.4 to 10 2 20.7 [y=15.0)1 00] -61 PLF @ 13.4 to -61 @ 20.7 (y=12.0)(100$] 10 PLF 5 20.7 to 10 0 23.8 (y=15.011 011 -12 PLF 9 15.5 to -12 @ 30.7 (y= 8.7) 11000] 10 PLF 9 23.8 to 10 @ 32.9 (y=15.011 01] 12 PLF 8 30.7 to 12 @ 30.9 (y= 8.7])100%1 10 PLF @ 0.0 to 10 @ 0.3 [y= 3.1(1 0$1 -54 PLF @ 1.2 to -54 @ 10.3 L (y=12.011100%1 -81 PLF @ 20.7 to -81 @ 23.8 R (y=11.11(100%) 10 PLF 9 0.3 to 10 0 30.7 (y= 3.1]] 01] 10 PLF @ 30.7 to 10 9 31.0 [y= 3.1)1 01/41 IC&C ASCE Wind Rt-+) (00 24.00] [DF 1.601 (NM 1] Repetitive Factors Used: Yes -81 PLF @ 7.2 to -01 @ 10.3 L (y=12.0][100%1 -149 PLF @ 31.0 to -149 9 32.9 R ]y= 8.4](100%] 10 PLF 0 -1.9 to=150]1 0%] -75 PLF @ 17.6 to -75 @ 20.7 1i/.12.01(100%] 10 PLF 9 7.2 to 10 @ 10.3 (y=15.0]1 0$] 12 PLF 9 0.1 to 12 @ 0.3 (y= 8.7][100%1 10 PLF @ 10.3 to 10 @ 17.6 (y=15.0]1 0%I -54 PLF 0 -1.9 to -54 0 7.2 L [y=11.11(100%1 10 PLF @ 17.6 to 10 0 20.7 [y=15.0]) 001 -12 PLF 9 0.3 to -12 @ 15.5 [y=8.71[10011 10 PLF @ 20.7 to 10 0 29.8 [y=15.0)[ 00] -54 PLF @ 20.7 to -54 @ 29.8 R (y= 9.3][100%1 10 PLF @ 29.8 to 10 @ 31.0 [y=15.01 ( 01] -12 PLF @ 15.5 to -12 @ 30.7 1y=8.7)(100%] 10 PLF @ 31.0 to 10 @ 32.9 (y=15.0][ 01] -56 PLF 0 30.7 to -56 9 30.9 [y= 8.7][100%] 10 PLF @ 0.0 to 105 0.3 (y= 3.1]] 01/4] -61 PLF @ 10.3 to -61 0 17.6 (y=12.0)(100%) -81 PLF 0 29.8 to -81 @ 31.0 R (y= 9.0)(100%) 10 PLF @ 0.3 to 10 0 30.7 (y= 3.1] I 01) 10 PLF @ 30.7 to 10 0 31.0 [y= 3.1]I 0111 ]C&C ASCE Wind Lt--] 10C 24.00] (DF 1.60](NM 1] Repetitive Factors Used: Yes -81 PLF @ 0.0 to -81 @ 1.2 L (y= 9.3](100%) -54 PLF 0 23.8 to -54 9 32.9 R (y= 8.4](10011 10 PLF 9 -1.9 to 10 @ 0.0 (y=15.01[ 011] -75 PLF @ 10.3 to -75 @ 13.4 [y=12.01[100$] 10 PLF @ 0.0 to 10 @ 1.2 [y=15.0]1 0%] -80 PLF @ 0.1 to -80 @ 0.3 ]y= 8.7][100$] 10 PLF 0 1.2 to 10 0 10.3 (y=15.0]1 01) -149 PLF @ -1.9 to -149 @ 0.0 L (y= 9.01 11000] 10 PLF .a 10.3 to 10 @ 13.4 (y=15.0)1 0%1 12 PLF @ 0.3 to' 12 0 15.5 [y= 8.71[100%] 10 PLF @ 13.4 to 10 0 20.7 [y=15.0][ 0$] -61 PLF @ 13.4 to -61 @ 20.7 [y=12.0)(100%1 10 PLF @ 20.7 to 10 0 23.8 (y=15.011 00] 12 PLF 9 15.5 to 12 @ 30.7 (y= 8.7)(1001/4] 10 PLF 9 23.8 to 10 @ 32.9 (y=15.011 0%] -12 PLF @ 30.7 to -12 @ 30.9 [y= 8.71[1001] 10 PLF @ 0.0 to 10 @ 0.3 (y= 3.1][ 01] -54 PLF @ 1.2 to -54 9 10.3 L (y=12.0][100%] -81 PLF @ 20.7, to -81 @ 23.8 R (y=11.11[100%) 10 PLF @ 0.3 to 10 5 30.7 (y= 3.11] 041 10 PLF @ 30.7 to 10 0 31.0 [y= 3.1]( 0%] (C&C ASCE Wind 170--] [0C 24 00] (DF 1.601(14M 1) Repetitive Factors Used: Yes -81 PLF @ 7.2 to -61 0 10.3 L (y=12.01(10011 -149 PLF @ 31.0 to -149 @ 32.9 R [y= 8.4)(100%1 10 PLF @ -1.9 to 10 @ 7.2 [y=15.011 01] -75 PLF @ 17.6 to -75 5 20.7 [y=12.01(100%( 10 PLF @ 7.2 to -12 PLF 9 0.1 to 10 PLF 0 10.3 to -54 PLF 9 -1.9 to 10 PLF 0 17.6 to 12 PLF 9 0.3 to 10 PLF 0 20.7 to -54 PLF @ 20.7 to 10 PLF 0 29.8 to 12 PLF @ 15.5 to 10 PLF 0 31.0 to -80 PLF 0 30.7 to 10 PLF 0 0.0 to -61 PLF 0 10.3 to -81 PLF 0 29.8 to 10 PLF 0 0.3 to 10 PLF 0 30.7 to 10 @ 10.3 [y=15.011 0$] -12 @ 0.3 ly= 8.7][100%] 10 @ 17.6 (y=15.011 01] -54 0 7.2 L [y=11.1] (100%1• 10020.7 (y=15.0][•4%1•• 12 0 15.5 (y= 8.7) (i004 • 10 @ 29.8 (y=15.0)[• 01] • -54 0 29.8 R (y= 9. 1[100%: 10 9 31.0 (y=15.0) 01) 12 0 30.7 (y= 8.71(1001) 10 @ 32.9 [y=15.01( 011 -80 0 30.9 `y= 8.71(10011 10 @ 0.3 [y= 31 [ 0},1°. -61 0 17.6 `y=1Z. ] [100 • -81 0 31.0 R (y= 6.0)(180%6 10 0 30.7 [y= 3.1}( 0$11 • 10 @ 31.0 [y= 3f111• 0%1 • (C&C ASCE Wind Lt -+0] (0C 24.001 [DF 1.60)[NM 1] Repetitive Factors Used: Yes -81 PLF 0 0.0 to -81 0 1.2 L [y= 9.3Mitot, -54 PLF 0 23.8 to -54 0 32.9 R [y= 8.1111001t 31 PLF @ -1.9 to 31 @ 0.0 (=15.01[ 0%1 -75 PLF 9 10.3 to -75 @ 13.4 )y=12.0](10@6] 31 PLF @ 0.0 to 31 @ 1.2 ) =15.01• E%1 • -56 PLF 0 0.1 to -56 @ 0.3 Ty= 8.7][100$] 31 PLF B 1.2 to 31 9 10.3 [y=15.01[ 01] -149 PLF @ -1.9 to -149 @ 0.0 L [y= 9.0](100%] 30 PLF 0 10.3 to 30 9 13.4 (y=15.0][ 01/41 -12 PLF @ 0.3 to -12 0 15.5 [y= 8.7][100%] 30 PLF @ 13.4 to 30 @ 20.7 [y=15.0][ 01] -61 PLF 0 13.4 to -61 @ 20.7 (y=12.0](100%] 31 PLF @ 20.7 to 31 @ 23.8 (y=15.0][ 01/4] -12 PLF @ 15.5 to -12 0 30.7 ly= 8.7](100°1] 31 PLF 9 23.8 to 31 9 32.9 (y=15.0)[ 01/4] 12 PLF 0 30.7 to 12 9 30.9 [y= 8.7) [10011 20 PLF @ 0.0 to 20 9 0.3 [y= 3.1)[ 01] -54 PLF 9 1.2 to -54 0 10.3 L (y=12.0)[100%) -81 PLF 9 20.7 to -81 0 23.8 R [y=11.1)(1001/4] 20 PLF @ 0.3 to 20 9 30.7 [y= 3.11[ 01] 20 PLF @ 30.7 to 20 @ 31,0 [y= 3.1][ 01] [C&C ASCE Wind Rt -+D] (0C 24.001 [DF 1.601 (NM 1] Repetitive Factors Used: Yes -81 PLF @ 7.2 to -81 0 10.3 L [=12.0](100%] -149 PLF 0 31.0 to -149 @ 32.9 R 1y= 8.4][100%] 31 PLF @ -1.9 to 31 @ 7.2 [y=15.0]( 01] -75 PLF 0 17.6 to -75 @ 20.7 [y=12.0][100$1 31 PLF 0 7.2 to 31 0 10.3 [y=15.01( 0%) 12 PLF 0 0.1 to 12 @ 0.3 [y= 8.7][100%] 30 PLF @ 10.3 to 30 @ 17.6 [y=15.0)[ 0$) -54 PLF @ -1.9 to -54 @ 7.2 L [y=11.1][100%] 30 PLF @ 17.6 to 30 @ 20.7 [y=15.0]( 011 -12 PLF @ 0.3 to -12 @ 15.5 `y= 8.7) [10011 31 PLF @ 20.7 to 31 @ 29.8 [y=15.0][ 0%1 -54 PLF @ 20.7 to -54 @ 29.8 R [y= 9.3]1100%] 31 PLF @ 29.8 to 31 9 31.0 [y=15.0][ 01] -12 PLF 9 15.5 to -12 @ 30.7 [y= 8.7][100$] 31 PLF @ 31.0 to 31 @ 32.9 [y=15.0]( 01] -56 PLF @ 30.7 to -56 @ 30.9 (y= 8.7] [10011 20 PLF 0 0.0 'to 20 0 0.3 [y= 3.11( 01) -61 PLF 0 10.3 to -61 @ 17.6 `y=12.0][100$] -81 PLF @ 29.8 to -81 @ 31.0 R [y= 9.0) (1001/4) 20 PLF 0 0.3 to 20 @ 30.7 [y= 3.1)[ 01] 20 PLF B 30.7 to 20 @ 31.0 [y= 3.11[ 01] - ----------------------- [C&C ASCE Wind Lt --D] (0C 24.001 [DF 1.60) [NM 1) Repetitive Factors Used: Yes -81 PLF 9 0.0 to -81 @ 1.2 L [y= 9.31(100%] -54 PLF 9 23.8 to -54 9 32.9 R (y= 8.4](100%] 31 PLF 0 -1.9 to 31 @ 0.0 (y=15.0) ( 01) -75 PLF 0 10.3 to -75 9 13.4 `y=12.0](100%) 31 PLF 0 0.0 to 31 @ 1.2 (y=15.0)1 01) -80 PLF 9 0.1 to -80 @ 0.3 ly= 8.7)[100%) 31 PLF @ 1.2 to 31 @ 10.3 [y=15.0)[ 011] -149 PLF @ -1.9 to -149 @ 0.0 L (y= 9.0)[100%) 30 PLF 0 10.3 to 30 0 13.4 (y=15.0][ 0%] 12 PLF @ 0.3 to 12 0 15.5 (y= 8.71 (10011 30 PLF 0 13.4 to 30 @ 20,7 (y=15.01[ 011 -61 PLF @ 13.4 to -61 @ 20.7 (y=12.0)(100%) 31 PLF 0 20.7 to 31 9 23.8 )y=15.0([ 01] 12 PLF @ 15.5 to 12 5 30.7 (y= 8.7] (1001) 31 PLF @ 23.8 to 31 @ 32.9 (=15.0)1 011 -12 PLF @ 30.7 to -12 @ 30.9 Ty= 8.7)[1001/41 20 PLF @ 0.0 to 20 @ 0.3 [y= 3.1] 011 • • • • 54 PLF, 1.Z J,o -54 @ 10.3 L (y=12.01 (100%] • • • •86 O1J 2 Eo -81 @ 23.8 R [y=11.11 (1001/4] • • • 60 RIF P 0.34to 20 B 30.7 )y= 3.1)[ 011 • • lie !0 PLF 4030.71to 20 @ 31.0 )y= 3.1][ 01/4] • • •-- - 9-------- • • tC&C ASLt Wtn! }it --D] (0C 24.00] [DF 1.60] [NM 1] Repetitive Factors Used: Yes -81 PLF 9 7.2 to -81 @ 10.3 L (y=12.011100%] -149 PLF 0 31.0 to -149 0 32.9 R fy= 8.4](1001/4 • • • 11 PLF ••1.9 t, • 11 @ 7.2 15.0]( 0$) • • ••• s 7L9a7.6 ta•-15 @ 20.7 y=12.0](100% ) • • 31 PLF @ 47.2 t• 31 @ 10.3 (Y=15.0)[ 011 • • -12 PLF @• 0.10o -12 @ 0.3 `y= 8.7](1001) • • • • • SO PLF d TO!3 tt 30 @ 17.6 (y=15.011 01/4] -54 PLF @ -1.9 to -54 @ 7.2 L [y=11.1](100%] 30 PLF 0 17.6 to 30 @ 20.7 (y=15.0)( 01) 12 PLF 9 0.3 to 12 @ 15.5 [y= 8.7)[100%) • • • • 31 !L91 ® 20.70t1 31 0 29.8 [y=15.01( 0%1 54aL 9 2U.1 to -54 0 29.8 R (y= 9.31[1001] • '!1 0 29.8 06 31 0 31.0 [y=15.01( 011 • • • • • 42 RIF @ 15.5 t• 12 @ 30.7 [y= 8.71[100$1 • • • 11 tUP! 3110•to 31 @ 32.9 [y=15.011 011 -80 PLF 0 30.7 to -80 @ 30.9 `y= 8.7)[100$] 20 PLF @ 0.0 to 20 @ 0.3 [y= 3.1][ 011 -61 PLF @ 10.3 to -61 @ 17.6 [y=12.01[1001] -81 PLF 0 29.8 to -81 0 31.0 R [y= 9.01[1001/4] 20 PLF @ 0.3 to 20 @ 30.7 [y= 3.1][ 01] 20 PLF 9 30.7 to 20 @ 31.0 [y= 3.1][ 0$1 Job:(17321) /A4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Rt Level Return 2x4 SP #3: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. 1111.5x4 PLT. TYP.-WAVE i•1 t7 12 Q 3.5 3X4 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • 176 np* Sind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC • • • 0!=5.015sf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 •4d Io:ds and reactions based on MW FRS with additional CSC member design. • • ••• Right cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. • • • • •• • • •• • • • • • • • • • • • • • • • • • • ••• • ••• ••• • •• • • • •• • ••• Deflection moots L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • • • JT PLA E LATERAL CHORD Ng • 51Z SHIFT BITE ( ] 3X S 3.00 •• • •• • • • •• • • • • • • • • • ••• •• a 2X4(A1) 1113X5(R)[2] 111 1.5X4 9'11"4 R=547# U=234# RL=29/-177# DESIGN CRIT•FBC2014RES/TPI.2007 FTIR1N20%(0%)I 1(0) 1.5X4(R) 3221"? 10'3" R=737# U=269# W=4"8 (Rigid Surface) QTY= 3 TOTAL= 3 1'10"-6-I 8,8" RIGHT RAKE = 1'10'15 SEQ = 378603 REV. 15.01.010.0611.00 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 36351 'ARK CENT RA I. HIND. POMPANO BEACH, FL 33064 **WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safely Information, by TPI and WTCA) for safely practices prior to perfuming these functions, Installers shall provide temporary bracing per BCSI. Unless nosed otherwise, tap chord shall have properly attached structural ahealhsrg and bottom chord sha'1 have a properly attached rigid ceiling. Locations shown for permanent lateral restrain of webs shall have bracing Installed per BCSI sections 63.670r610,05 applicable. Apply plates to each lace of Truss ad position as shown above and es the Joint Details. unless noted otherwise. Reno to drawings 160A -Z I,n standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation Iran this drawing, any failure to buld the (ruse in conformance with ANSI/TPI 1, a fa handling, shipping. Inslalatbn 8 bracing of trusses. A sed cn this drawing or cover page I.lbg Iib drawing, Indicates acceptance of professional engineering reepon.bgtly easy la the design .horn, 1h. .ulablllly and u.. 041h1. drewIng fa any ewdure b gle r.aponelbil5y of the Building Desgn.r per ANSP7PI 18ee.2. For more information see (Ns lab's general notes page and these web sines: ITWBCG: www.ltwbcg.com; TPI: www.tpinstorg: WTCA: www.sbrindualry.com; ICC: verAviccsafe.ag TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 09-28-2017 DRWG O/A LEN. 100300 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE MONO [ALPINE]( FBC2014Res/TPI-2007][04](17321/1] [TCLL 30.0][TCDL 15.0][1001 10.7](0011 0.0] [DF 1.251[0C 24.01 [NM 1) (SOFFIT 2.0) ===Bearings==[X-Loc] [React] [Min Size Req]== 10.001 1 547] [ -395h] [0.001 1 9.561 [ 737] [0.13) EndPts MaxTen MaxComp AXL 1- 4 37 -102 0.00 4- 7 695 -1038 0.01 10-13 38 0 0.00 2- 5 938 -536 0.14 5- 6 946 -537 0.22 0- 3 288 -167 0.09 11-12 1 0 8- 9 741 -609 7- 8 673 -1035 8-10 53 -6 6- 7 153 -130 6- 9 973 -557 0- 1 288 -167 2- 3 288 -167 12-13 0 0 EndPts MaxTen 2- 4 962 4- 5 219 Node X -Loc 0 0.00 1 0.00 2 0.00 3 0.00 4 4.56 5 4.66 6 9.32 7 9.36 8 9.94 9 9.94 10 10.25 11 10.38 12 11.68 13 11.68 MaxComp -991 -22 Y -Loc 11.83 11.83 8.81 8 81 10.50 8.81 8.81 9.10 8.89 8.85 8.84 8.27 8.42 8.42 BNB CSI GLC S Grade 0.45 0.45 26 4 SP 42 N 0.42 0.42 4 4 SP 42 N 0.40 0.40 30 4 SP 42 N 0.20 0.34 2 4 SP 02 N 0.17 0.39 4 4 SP 02 N 0.12 0.20 24 4 SP 03 0.00 0.02 0.02 1 4 SP #3 -= Plate Member =-_- PLATE MEMBER 0.00 0.51 0.51 30 4 SP 42 N -- -Fictious Member=-=- SP 02 N -= Plate Member =-_- PLATE MEMBER 0.22 0.12 0.34 4 4 SP 42 N -=-=Fictious Member=-=- SP #3 - =-=Fictious Member- - SP 43 - -Fictious Member=-=- SP 03 AXL GLC S Grade 0.45 4 4 SP #3 0.08 2 4 SP #3 Length Brace 53.40 16.82 • • ••• • • • ••• •• •• • • • •• •• • ISTD.AUTo.LOAD]]OC 241.001"(DF411.25]=NM 1::.: • • • • Repetitive Factors U:d: Ytis • • • • 31 PLF 0 0.0 to 431 0 12.2 (40905,016 0�] • • •.. 4 PLF 0 10.4 to 4 0 12.0 [y= 8.2]( 01] Length Pitch Brace 20 PLF 0 0.0 to 20 0 10.3 [y= 3.1]( 08] 56.95 -3.50 Plywd 60 PLF 0 0.0 to 60 0 12.2 [y=15.0][10041 60.08 -3.50 Plywd Brg.# 1 Vert.R= V8.2 # jjor.R= lL0# • 17.82 -3.50 Plywd Brg.# 2 Vert.R= •717.2 IiHo•.R= •060# • • 55.93 -0.00 Diaph - - - - _ _ _ _ _s=-=-•=-•-=-• - =41k_ - - =• • 55.93 0.00 Diaph [FBC pass #2] (OC 2 .00](QF 1.251 [NM 1� • 32.62 -Bending Web- Repetitive Factors ipd: Y*s • • 15.72 1.43 31 PLF 0 0.0 to 31 0 12.2 [y=15.01` 08] 0.50 -Vert 4 PLF 0 10.4 to 4 0 12.0 [y= 8.2]( 091 7.34 -4.32 Plywd 20 PLF 0 0.0 to 20 @ 10.3 [y= 3.11[ 09] 3.80 -1.99 3.46 84.00 Br20 .#P 1FVert.R= 0 to 34 2S 1 10.3 4= •3 0 (100„ S1F • 7,41 0.72 Diaph Brg.# 2 Vert.R= 4311..♦ # Hoc*. X0.8 • • 0.00 -Vert- w= •-_�-=-=4-=•a= 0.00 -Vert- [Partial Unbal. Lt] [00 20.0 [D:1.'15]L,[11M It • 0.00 -Vert- Repetitive Factors let: Y€s 31 PLF 0 0.0 to 31 0 12.2 )y=15.0][ 09] 20 PLF 0 0.0 to 20 0 10.3 (y= 3.1] [ 08] 60 PLF 0 9.7 to 60 @ 12.2 (y=15.0][1004] 4 PLF @ 10.4 to 4 0 12.0 [y= 8.2] [ 09] Brg.# 1 Vert.R= 240.2 # Hor.R= 0.00 Plate Cg JSI Method deflY(L) deflY(T) dxL dxT Brg.# 2 Vert.R= 450.2 # Hor.R= -0.00 1.504 0.80 0.71 N 0.001/999 0.001/999 0.01 0.03________________________ [Partial Unbal. Rt](00 24.00) [DF 1.25] [NM 1) 305[01[2] .80 0.98 N 0.00 L/999 0.00 L/999 0.00 0.00 Repetitive Factors Used: Yes 31 PLF 0 0.0 to 31 0 12.2 [y=15.0][ 09] 3X4 0.80 0.72 N 0.03 L/999 0.06 L/999 0.00 0.01 20 PLF 0 0.0 to 20 0 10.3 [y= 3.1)[ 01] 1.504 0.80 0.40 N 0.03 L/999 0.06 L/999 0.00 0.01 60 PLF 0 0.0 to 60 0 9.7 [y=15.0][1004] 0.01 L/999 0,03 L/999 0.01 0.02 4 PLF 0 10.4 to 4 0 12.0 [y= 8.2][ 09) 0.01 L/999 0.03 L/999 0.01 0.01 Brg.# 1 Vert.R= 547.3 # Hor.R= 0.00 ----- ---- ----- ---- Brg.# 2 Vert.R= 612.6 # Hor.R= -0.0# 204(01) 0.80 0.68 0.001/999 0.00 L/999 0.01 0.02________________________ 0.00 L/958 0.01 1/363 0.01 0.02 IMWFRS ASCE Perp/L++]]OC 24.30][80 1.60] (NM 1] Repetitive Factors Used: Yes 1.5X4(0) 0.80 0.51 N 0.03 L/646 0.07 L/228 0.01 0.03 -30 PLF 0 10.2 to -30 0 12.2 R [y= 8.4][10091 ----- ---- -30 PLF 0 0.0 to -30 0 10.2 R (y= 9.0][1009] 10 PLF 0 0.0 to 10 0 10.3 [y=15.01( 09] 10 PLF 0 10.3 to 10 0 12.2 [y=15.0]( 01] -12 PLF 0 0.0 to -12 @ 9.9 [y= 8.7][10091 10 PLF 0 0.0 to 10 @ 9.9 (y= 3.1)[ 08) 10 PLF 0 9.9 to 10 0 10.2 (y= 3.11[ 011 Brg.# 1 Vert.R= -120.5 # Hor.R= -103.2# Brg.# 2 Vert.R= -130.6 # 8or.R= -0.0# [MWFRS ASCE Perp/L+-([OC 24.00]]DF 1.601 [NM 1) Repetitive Factors Used: Yes -30 PLF 0 10.2 to -30 0 12.2 R [y= 8.4][1009] -30 PLF 0 0.0 to -30 0 10.2 R (y= 9.0][1009] 10 PLF 0 0.0 to 10 0 10.3 [y=15.0)( 01) 10 PLF 0 10.3 to 10 0 12.2 [y=15.01( 09] 12 PLF 0 0.0 to 12 0 9.9 [y= 8.71(1009] 10 PLF 0 0.0 to 10 @ 9.9 [y= 3.1][ 091 10 PLF 0 9.9 to 10 0 10.2 [y= 3.1][ 09) Brg.# 1 Vert.R= 0.9 # Hor,R= -103.2# Brg.# 2 Vert.R= -9.2 # Hor.R= -0.0# IMWFRS ASCE Perp/L-+] [OC 24.001 (DF 1.60] [NM 1] Repetitive Factors Used: Yes -30 PLF 0 10.2 to -30 0 12.2 R (y= 8.4] (1009] -30 PLF 81 0.0 to -30 0 10.2 R [y= 9.0] [1009] 10 PLF 0 0.0 to 10 0 10.3 [y=15.01[ 09] 10 PLF 0 10.3 to 10 0 12.2 [y=15.0][ 01] -12 PLF 0 0.0 to -12 0 9,9 [y= 8.7] [1009] 10 PLF 0 0.0 to 10 0 9.9 [y= 3.1][ 01] 10 PLF 0 9.9 to 10 0 10.2 [y= 3.1][ 09] Brg.# 1 Vert.R= -120.5 # Hor.R= -103.2# Brg.# 2 Vert.R= -130.6 # Hor.R= -0.00 [MWFRS ASCE Perp/L--1 [OC 24.00] (DF 1.60] [NM 11 Repetitive Factors Used: Yes -30 PLF 0 10.2 to -30 0 12.2 R (y= 8.4] [1009] -30 PLF 0 0.0 to -30 0 10.2 R (y= 9.0] (1001) 10 PLF 0 0.0 to 10 0 10.3 (y=15.0) ( 09] • ••• •• • • • • • • • ••• • ••• • •• • • ••• •• •• • • •• 10 PLF 0 10.3 to 10 0 12.2 (y=15.01( 091 12 PLF 0 0.0 to 12 @ 9.9 (y= 8.71[1008] 10 PLF 0 0.0 to 10 0 9.9 (y= 3.11[ 091 10 PLF 0 9.9 to 10 0 10.2 (y= 3.11( 091 Brg.# 1 Vert.R= 0.9 0 Hor.R= -103.2# Brg.# 2 VeIt.R= -9.2 # Hor.R= -0.09 (MWFRS ASCE Perp/R++)[OC 24.00] [DF 1.601(14M 1] Repetitive Factors Used: Yes 49 PLF 0 10.2 to 49 0 12.2 R [y= 8.4](1009] 46 PLF 0 9.9 to 46 0 10.2 (y= 8.7][1009] 10 PLF @ 0.0 to 10 0 10.3 (y=15.0][ 09] 10 PLF 0 10.3 to 10 0 12.2 (y=15.0]( 09] 3 PLF 0 0.0 to 3 0 10.2 R [y= 9.01[1004] 10 PLF 0 0.0 to 10 0 9.9 [y= 3.1][ 09] -12 PLF 0 0.0 to -12 0 9.9 (y= 8.7] [10091 10 PLF 0 9.9 to 10 0 10.2 ]y= 3,1]] 09] Brg.# 1 Vert.R= 45.7 # Hor.R= 28.7# Brg.# 2 Vert.R= 155.3 # Hor.R= -0.0# [MWFRS ASCE Perp/R+-](00 24.00][DF 1.601 [NM 1] Repetitive Factors Used: Yes 49 PLF 0 10.2 to 49 0 12.2 R [y= 8.4][10091 46 PLF 0 9.9 to 46 81 10.2 [y= 8.7)[10081 10 PLF 0 0.0 to 10 0 10.3 (y=15.0)[ 011 10 PLF 0 10.3 to 10 0 12.2 [y=15.01( 091 3 PLF 0 0.0 to 3 @ 10.2 R [y= 9.0] [1009] 10 PLF 0 0.0 to 10 @ 9.9 [y= 3.1)( 091 12 PLF 0 0.0 to 12 @ 9.9 )y= 8.71[10091 10 PLF 0 9.9 to 10 @ 10.2 [y= 3.1]( 01] Brg.# 1 Vert.R= 167.1 # Hor.R= 28.7# Brg.# 2 Vert.R= 276.7 # Hor.R= -0.00 (MWFRS ASCE Perp/11-+] IOC 24.00] (DF 1,601 (NM 11 Repetitive Factors Used: Yes -82 PLF @ 10.2 to -82 @ 12.2 R [y= 8.4111009] -46 PLF 0 9.9 to -46 0 10.2 )y= 8.7][10091 10 PLF 0 0.0 to 10 @ 10.3 [y=15,0][ 091 10 PLF 0 10.3 to 10 0 12.2 [y=15.0]1 091 -36 PLF 0 0.0 to -36 @ 10.2 R [y= 9.0)(1004] 10 PLF @ 0.0 to 10 0 9.9 [y= 3.1][ 09) -12 PLF 0 0.0 to -12 0 9.9 (y= 8.71(1009] 10 PLF @ 9.9 to 10 0 10.2 [y= 3.1]( 08] Brg.# 1 Vert.R= -143.5 # Hor.R= -142.4# Brg.0 2 Vert.R= -242.2 # Hor.R= 0.0# - - - - - - - - - - - - - - - - - - - - - - - (MWFRS ASCE Perp/R--1(00 24.00) [DF 1.60] (NM 1] Repetitive Factors Used: Yes -82 PLF @ 10.2 to -82 0 12.2 R (y= 8.4] [1009] -46 PLF 0 9.9 to -46 0 10.2 )y= 8.71(1004] 10 PLF @ 0.0 to 10 0 10.3 (y=15.0]1 09) 10 PLF 0 10.3 to 10 0 12.2 (y=15.01[ 09] -36 PLF 0 0.0 to -36 0 10.2 R [y= 9.0] (1001] 10 PLF @ 0.0 to 10 81 9.9 (y= 3.1]( 09] 12 PLF 0 0.0 to 12 0 9.9 ]y= 8.7] (1009] 10 PLF 0 9.9 to 10 0 10.2 [y= 3.1][ 09] Brg.# 1 Vert.R= -22.0 # Hor.R= -142.40 Brg.# 2 Vert.R= -120.8 # Hor.R= 0.00 (00006 ASCE Parl++] [OC 24. Repetitive Factors Used: -10 PLF 0 10.2 to -10 0 -10 PLF 0 0.0 to -10 0 10 PLF 0 D.0 to 10 0 10 PLF 0 10.3 to 10 0 -12 PLF 0 0.0 to -12 0 10 PLF 0 0.0 to 10 0 10 PLF 0 9.9 to 10 0 Brg.# 1 Vert.R= -15.6 # Brg.# 2 Vert.R= -3.0 # 00] (DF 1.601 [NM 1] Yes 12.2 R (y= 8.41 [1009) 10.2 R [y= 9.0] [1009) 10.3 (y=15.0) [ 091 12.2 (y=15.01[ 091 9.9 (y= 8.71(10091 9.9 [y= 3.111 091 10.2 (y= 3.1)[ 011 Hor.R= -35.40 Hor.R= -0.00 [MWFRS ASCE Parl+-)(0C 24. Repetitive Factors Used: -10 PLF 0 10.2 to -10 0 -10 PLF 0 0.0 to -10 0 10 PLF 0 0.0 to 10 0 10 PLF 0 10.3 to 10 0 12 PLF 0 0.0 to 12 0 10 PLF 0 0.0 to 10 @ 10 PLF 0 9.9 to 10 @ Brg.0 1 Vert.R= 105.8 # Brg.# 2 Vert.R= 118.5 # 00] [DF 1.60] [NM 11 Yes 12.2 R (y= 8.41 (1001] 10.2 R (y= 9.0) [1009] 10.3 [y=15.01 [ 091 12.2 (y=15.01 [ 09] 9.9 )y= 8.71[10091 9.9 (y= 3.1]( 091 10.2 [y= 3.11[ 091 Hor.R= -35.4# Hor.R= 0.00 (MWFRS ASCE Parl-+] [OC 24.00] (DF 1.601 [NM 1) Repetitive Factors Used: Yes -52 PLF @ 10.2 to -52 9 12.2 R ]y= 8.41 [10011 -52 PLF @ 0.0 to -52 9 10.2 R (y= 9.01[1001] 10 PLF @ 0.0 to 10 @ 10.3 [y=15.0] 05) 10 PLF 0 10.3 to 10 @ 12.2 [y=15.0]1 011 -12 PLF @ 0.0 to -12 0 9.9 (y= 8.71 (1005] 10 PLF 0 0.0 to 10 @ 9.9 [y= 3.1][ 05) 10 PLF @ 9.9 to 10 @ 10.2 [y= 3.1][ 05] Brg.# 1 Vert.R= -234.4 4 Hor.R= -176.84 Brg.# 2 Vert.R= -269.2 4 Hor.R= -0.04 (MWFRS ASCE Parl--) [OC 24.00] (DF 1.60] [NM 1] Repetitive Factors Used: Yes -52 PLF 0 10.2 to -52 @ 12.2 R (y= 8.4] (1001] -52 PLF @ 0.0 to -52 @ 10.2 R [y= 9.0] 11001] 10 PLF @ 0.0 to 10 @ 10.3 (y=15.0]( 0%] 10 PLF @ 10.3 to 10 @ 12.2 (y=15.0)[ 01] 12 PLF @ 0.0 to 12 0 9.9 (y= 8.71 [1001] 10 PLF @ 0.0 to 10 @ 9.9 [y= 3.1]) 0%) 10 PLF @ 9.9 to 10 @ 10.2 [y= 3.1][ 01] Brg.4 1 Vert.R= -113.0 # Hor.R= -176.84 Brg.# 2 Vert.R= -147,8 4 Hor.R= -0.0# [MWFRS ASCE PrpD/L+-][0C 24.00] [DF 1.601 [NM 1] Repetitive Factors Used: Yes -30 PLF 0 10.2 to -30 @ 12.2 R [y= 8.4](10011 -30 PLF @ 0.0 to -30 @ 10.2 R fy= 9.01[10011 31 PLF @ 0.0 to 31 @ 10.3 [y=15.0][ 04] 31 PLF @ 10.3 to 31 @ 12.2 [y=15.0]( 05] 12 PLF 0 0.0 to 12 @ 9.9 )y= 8.7)(10011 20 PLF @ 0.0 to 20 @ 9.9 )y= 3.1]( 05] 20 PLF 0 9.9 to 20 @ 10.2 [y= 3.1)] 01] Brg.# 1 Vert.R= 150.9 4 Hor.R= -103.24 Brg.4 2 Vert.R= 186.6 4 Hor.R= -0.04 [MWFRS ASCE PrpD/L--][0C 24.00] [DF 1.60][00 11 Repetitive Factors Used: Yes -30 PLF @ 10.2 to -30 @ 12.2 R [y= 8.4][10011 -30 PLF @ 0.0 to -30 0 10.2 R ]y= 9.01[1001] 31 PLF @ 0.0 to 31 @ 10.3 [y=15.0]) 01] 31 PLF @ 10.3 to 31 @ 12.2 [y=15.0)( 01] 12 PLF 0 0.0 to 12 @ 9.9 (y= 8.7)[1005] 20 PLF @ 0.0 to 20 @ 9.9 [y= 3.1]) 05) 20 PLF @ 9.9 to 20 0 10.2 [y= 3.1][ 0%) 0rg.4 1 Vert.R= 150.9 4 Hor.R= -103.24 Brg.# 2 Vert.R= 186.6 4 Hor.R= -0.04 [MWFRS ASCE PrpD/R++](OC 24.00] [DF 1.601 [NM 1] Repetitive Factors Used: Yes 49 PLF @ 10.2 to 49 @ 12.2 R ly= 8.41(1008] 46 PLF @ 9.9 to 46 @ 10.2 (y= 8.7)(10011 31 PLF @ 0.0 to 31 @ 10.3 (y=15.0)( 08] 31 PLF @ 10.7 to 31 @ 12.2 1y=15.0)[ 01] 3 PLF 9 0.0 to 3 @ 10.2 R )y= 9.0][1001] 20 PLF @ 0.0 to 20 @ 9.9 (y= 3.1)) 08] -12 PLF @ 0.0 to -12 @ 9.9 [y= 8.71[100%1 20 PLF @ 9.9 to 20 @ 10.2 [y= 3.11[ 01] Brg.# 1 Vert.R= 195.7 4 Hor.R= 28.74 Brg.# 2 Vert.R= 351.0 4 Hor.R= -0.04 [MWFRS ASCE PrpD/R+-] [00 24.00] [DF 0.60](NM 1) Repetitive Factors Used: Yes 49 PLF @ 10.2 to 49 @ 12.2 R [y= 8.41[10011 46 PLF @ 9.9 to 46 @ 10.2 [y= 8.71110011 31 PLF @ 0.0 to 31 @ 10.3 ]y=15.0)1 01] 31 PLF @ 10.3 to 31 @ 12.2 (y=15.01[ 041] 3 PLF @ 0.0 to 3 @ 10.2 R [y= 9.01(1001) 20 PLF @ 0.0 to 20 @ 9.9 [y= 3.1] [ 01] 12 PLF @ 0.0 to 12 @ 9.9 [y= 8.7] [10011 20 PLF @ 9.9 to 20 @ 10.2 [y= 3.1]] 051 Brg.# 1 Vert.R= 317.1 4 Hor.R= 28.74 Brg.# 2 Vert.R= 472.4 4 Hor.R= 0.04 (MWFRS ASCE PrpD/R--][0C 24.001 [DF 1.60] [NM 11 Repetitive Factors Used: Yes -82 PLF 0 10.2 to -82 @ 12.2 R (y= 8.41[1005] -46 PLF @ 9.9 to -46 @ 10.2 (y= 8.7)11001] 31 PLF @ 0.0 to 31 @ 10.3 (y=15.011 01) 31 PLF @ 10.3 to 31 @ 12.2 (y=15.01[ 05] -36 PLF @ 0.0 to -36 @ 10.2 R )y= 9.01[1005] 20 PLF @ 0.0 to 20 @ 9.9 [y= 3.1][ 01] 12 PLF @ 0.0 to 12 @ 9.9 [y= 8.7] [1001) 20 PLF @ 9.9 to 20 0 10.2 (y= 3.111 01] Erg" 1 Vert.R= 127.9 # Hor.R= -142.0 • Brg.# 2 Vert.R= 75.0 4 Hor.R= -0.06 • • [MWFRS ASCE Pr1D+-)[00 29 00](DF 1.601:NM 1) • Repetitive Factors Used: Yes -10 PLF @ 10.2 to -10 @ 12.2 R [y= 8.4.][1001]- -10 PLF @ 0.0 to -10 @ 10.2 R (y= 9.01[10041 31 PLF @ 0.0 to 31 @ 10.3 [y=15.0][ 05] 31 PLF @ 10.3 to 31 @ 12.2 [y=15.0 [ 041 12 PLF @ 0.0 to 12 @ 9.9 [y= 8.7 [10011l . • 20 PLF @ 0.0 to 20 @ 9.9 [y= 3.1 [ 04 • 20 PLF @ 9.9 to 20 @ 10.2 [y= 3.1}[ 05} • Brg.# 1 Vert.R= 255.8 4 Hor.R= -!5.44 • • Brg.4 2 Vert.R= 314.2 # Hor.R= • !01,04 • [MWFRS ASCE PrD1--](OC 24.00] [DF 1.60) [NM 1] Repetitive Factors Used: Yes -52 PLF @ 10.2 to -52 @ 12.2 R [y= 8,41115501]9 -52 PLF @ 0.0 to -52 @ 10.2 R [y= 9.4]11001:• • • 31 PLF @ 0.0 to 31 @ 10.3 (y=15.01 [ 0 j 31 PLF @ 10.3 to 31 0 12.2 ly=15.01 [ 014 12 PLF @ 0.0 to 12 @ 9.9 [y= 8.71 MOW • 20 PLF @ 0.0 to 20 @ 9.9 (y= 3.11 [ 01] 20 PLF @ 9.9 to 20 @ 10.2 [y= 3.1]( 01) Brg.# 1 Vert.R= 37.0 # Hor.R= -176.84 Brg.# 2 Vert.R= 48.0 4 Hor.R= -0.00 ••• • • • • ••• • • • • ••• • • • • 20 PLF @ 0.0 to 20 0 9.9 [y= 3.11[ 041 20 PLF @ 9.9 to 20 0 10.3 ]y= 3.11] 01] ASCD Wjprw--D( [00 24.00] ]DF 1.60] [NM 1] Peet dye Factors Used: Yes 697 •LF i 3.0m to -97 0 12.2 R [y= 8.4][100%] •12 PLF % 9.! to -12 @ 10.2 ]y= 8.7](10011 tl PLF ; 04431 0 3.0 [y=15.01 ( 04) -154 PL @ .0 to -154 @ 3.0 R [y=11.1]]100%] 31 PLF @ 3.0 to 31 @ 12.2 [y=15.01[ 04) 12 PLF @ 0.0 to 12 @ 9.9 [y= 8.71 [10011 20 PLF @ 0.0 to/0 0 9.9 [y= 3.11] 081 • • • • 40 PLF (� .9 t? •0 @ 10.3 [y= 3.1] ] 04] • • • • [C&C ASCEoWind •t --D] (00 24.001 [DF 1.60)[NM 1] • • • • • 0epetitivc• Facters Used: Yes 154 PLI* r •9.21to -154 @ 10.2 R [y= 9.01(1001] 12 PLF @ 0.0 to 12 @ 10.2 [y= 8.71 [10041 31 PLF @ 0.0 to 31 @ 9.2 [y=15.0][ 08] -97 PLF 0 0.0 to -97 @ 9.2 R (y= 9.3][100%] • • 31 RP" 9.24t. 31 @ 10.3 (y=15.01[ 011 • • • •• 201• F 0 11042 to -207 @ 12.2 R [y= 8.4][1001] • I1 aro) 10.3 to 31 @ 12.2 (y=15.01( 041 60 RILF @ 0.0 t• 20 @ 10.3 [y= 3.1]( 04] • • • •-_4 4-=•=•________________________________-- [C&C ASCE Wind Lt-+] [00 24.00] [DF 1.60) [NM 1) Repetitive Factors Used: Yes -97 PLF 88 3.0 to -97 @ 12.2 R [y= 8.4] [1001) 12 PLF @ 9.9 to 12 @ 10.2 [y= 8.71 [1004] 10 PLF @ 0.0 to 10 @ 3.0 )y=15.01[ 04] -154 PLF @ 0.0 to -154 @ 3.0 R [y=11.1][1001) 10 PLF @ 3.0 to 10 0 12.2 [y=15.01 ( 011 -12 PLF @ 0.0 to -12 @ 9.9 ]y= 8.7] [10011 10 PLF @ 0.0 to 10 @ 9.9 [y= 3.1)] 04] 10 PLF @ 9.9 to 10 @ 10.3 [y= 3.1]( 01] [C&C ASCE Wind Rt -+I [00 24.00] [DF 1.601 (NM 1) Repetitive Factors Used: Yes -154 PLF @ 9.2 to -154 @ 10.2 R [y= 9.01(1001] -12 PLF 0 0.0 to -12 @ 10.2 [y= 8.71[1001] 10 PLF 0 0.0 to 10 @ 9.2 [y=15.01 [ 041 -97 PLF @ 0.0 to -97 @ 9.2 R [y= 9.3](100%1 10 PLF @ 9.2 to 10 @ 10.3 [y=15.01[ 01] -207 PLF @ 10.2 to -207 @ 12.2 R [y= 8.41[1004] 10 PLF @ 10.3 to 10 @ 12.2 [y=15.01[ 05] 10 PLF @ 0.0 to 10 @ 10.3 ]y= 3.1] [ 01] (C&C ASCE Wind Lt --1 [00 24.00] [DF 1.60)[NM 1] Repetitive Factors Used: Yes -97 PLF @ 3.0 to -97 @ 12.2 R (y= 8.4) [1004) -12 PLF @ 9.9 to -12 @ 10.2 [y= 0.71 [1001] 10 PLF @ 0.0 to 10 @ 3.0 [y=15.01( 011 -154 PLF 0 0.0 to -154 @ 3.0 R (y=11.1)[1001) 10 PLF @ 3.0 to 10 0 12.2 [y=15.0)[ 01] 12 PLF @ 0.0 to 12 @ 9.9 (y= 8.71 [1004] 10 PLF @ 0.0 to 10 0 9.9 (y= 3.11[ 01) 10 PLF @ 9.9 to 10 0 10.3 ]y= 3.1][ 01] [C&C ASCE Wind Rt --1 [0C 24.00] (DF 1.60) [NM 1) Repetitive Factors Used: Yes -154 PLF @ 9.2 to -154 @ 10.2 R ]y= 9.0) [1008) 12 PLF @ 0.0 to 12 @ 10.2 [y= 0.71(1005] 10 PLF @ 0.0 to 10 @ 9.2 [y=15.01( 04] -97 PLF @ 0.0 to -97 @ 9.2 R [y= 9.31[1001] 10 PLF @ 9.2 to 10 @ 10.3 [y=15.01( 01] -207 PLF @ 10.2 to -207 @ 12.2 R [y= 8.4](1001] 10 PLF @ 10.3 to 10 @ 12.2 [y=15.01 [ 01] 10 PLF @ 0.0 to 10 @ 10.3 [y= 3.11[ 04] (C&C ASCE Wind Lt -+D] [OC 24.00] [DF 1.60] [NM 1] Repetitive Factors Used: Yes -97 PLF @ 3.0 to -97 @ 12.2 R [y= 8.41 [1004) 12 PLF @ 9.9 to 12 @ 10.2 [y= 8.7) (10041 31 PLF @ 0.0 to 31 @ 3.0 [y=15.01[ 04] -154 PLF @ 0.0 to -154 @ 3.0 R [y=11,1][1004) 31 PLF @ 3.0 to 31 @ 12.2 [y=15.0)1 041 -12 PLF 0 0.0 to -12 @ 9.9 `y= 8.7] [10041 Job:(17321) /CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Level Return 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • •• • • •• • • • • • • • • • • • • • • • ••• • ••• ••• • 176 m}tr,•ind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC •• • •1911:5.0 Csf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 W(pd lois and reactions based on MWFRS with additional C&C member design. • • ••• Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. • • ••• • • •• • • • • • • • • • • • • • •• • 0 • •• ••• •• • • • • • • • • • •• • • • • • ••• •• LEFT RAKE = 110"15 PLT. TYP.-WAVE 1'10- R=399# U=298# RL=49/-26# W=4"8 (Rigid Surface) DESIGN CRIThFBC2014RES/TPI.2007 FT/RT.20%(0%y 1(0) 8'11"14 8'8" R=-41# Rw=49# U=45# NAILED R=-122# Rw=115# U=123# NAILED QTY= 4 TOTAL= 4 REV. 15.01.01C.0611.00 SEQ = 378606 SCALE =1.0000 \ >% \`"� FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 SARK (ANTRAL BLVD. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING' "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme cue in fabricating, handling, shipping, Installing and bracing. Refer to and blow the latest edition of 13051 (Building Component Safely Information, by TPI and WTCA) for safety practices pits to palaming these (unctions. Installers Mud provide temporary bracing per SCSI. Unless noted otherwise, lop chord shell have properly attached structural shestNng and bottbrn chord shall have a properly attached rigid celing. Locations shown for pennant Wheal restraint ("webs shall have bracing installed per BCSI section 133, B7 or B10, as appleable. Apply plates to each lace of Inns and position as shown above end CO the Joint Details, unless noted olhenwtee. Rales to drawings 160A-2 fa standard plate positions, ITW Building Components Group Inc. shall nol be responsible for any deviation Iran this drawing. any failure to build Na truss in conformance with ANSI/TPI 1, a for handling, shipping, Instalalbn E bracing of trusses. A seal an NW drawing or cover page Paling Ihle dr.wing, Indlcstaa acceptance of prahaslona! engineering reapneSgtly sdely for the deelpn ehnwn, The eullabll6y and use of tin. drnwlg for any structure le IM responlbllly 51 the Building Designer per AN(VTPI 1 Real. For more Information see this lab's general notes page and these web sites ITW BCG' www itwbcg.com; TPI: www.lphat r9: W TCA: www.sbclndustry.cors ICC. www.iccsafe.ag TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 09-28-2017 DRWG 0/A LEN. 1 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE JACK Brg.# 2 VeIt.R= 9.4 # Hor.R= -0.0# [ALPINE][0][TCD4Res/TPI-20071[10.0][7321/] Brg.# 3 VeIt.R= 28.2 # Hor.R= 0.3# [TCLL 30.01 [TCDL 15,0) [SUL 10.0) [BCLL 0.0][09 1.25) [OC 24.0) [NM 1) [SOFFIT 2.01 ---Bearings==[X-Loc] (React] [Min Size Req] [ 0.31) [ 399] I 164h] [0.13) [ 1.001 ) 139] [0.131 [ 1.00) [ 362) [0.00) EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 3 36 0 0.00 0.48 0.48 22 4 SP #2 N 6- 9 101 -37 0.00 0.07 0.07 24 4 SP #2 N 7- 8 0 -0 0,00 0.02 0.02 24 4 SP #2 N 4- 5 966 -369 ---= Plate Member = - PLATE MEMBER 4- 6 143 -67 0.00 0.52 0.52 24 4 SP #2 N 3- 4 64 -7 -=-=Fictious Member=-=- SP #2 N 6- 7 30 -74 ---= Plate Member =-_- PLATE MEMBER 5- 7 7 -4 0.00 0.07 0.07 22 4 SP #2 N 0- 1 0 -0 -- -Fictious Member=-=- SP #3 OndP:s MaxTen MaxComp AXL GLC S Grade 1- 2 0 0 Node 0 1 2 3 4 5 6 7 8 9 • X -Loc -1.43 -1.43 -0.13 0.00 0.31 0.31 0.89 0.93 1.00 1.00 Y -Loc 8.42 8.42 8.27 8.84 8.89 8.85 9.10 8.81 8.81 9.13 Length Brace 15.72 Plate Cq JSI Method deflY(L) 1.504(R) 0.80 0.00 N 0.03 L/624 ----- ----- 0.03 L/112 204(11) 0.80 0,20 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 Length Pitch 17.82 3.50 1.40 3.50 0.86 -0.00 0.50 -Vert- 7.34 4.32 3.80 1.99 3.46 -84.00 7.41 -0.72 0.00 -Vert- deflY(T) 0.06 L/327 ----- ----- 0.04 L/ 95 ----- 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 dxL 0.01 0.01 0.00 0.00 0.00 0.00 0.00 • • ••• • • ISTD.AUTO.LOAD] [OC 21.0090(DR91.25b[NM 11 • • • Repetitive Factors U:Red: 12s • •S • • • 31 PLF @ -1.9 to •31 @ 0 31T 411 r 4 PLF 0 0.0 to 4 0 0.3 y= 3.1) 0 ) 20 PLF 0 0.3 to 20 0 1.0 [y= 3.111 09) Brace 60 PLF @ -1.9 to 60 0 1.0 [y=12.31[10011 Plywd Brg.# 1 Vert.R= 198.8 # ,Ior.R= -a.0# • Plywd Brg.# 2 Vert.R= • 440.8 p#.R= 4,-;.0# • • Diaph Brg.# 3 Vert.R= -121.6 1 Hai.R• -1.0# • Plywd [FBC pass #21[0C 21.0011F !25) [NM 1 • Repetitive Facto!SSU!ed: *Yes s'' '14'. 31 PLF 0 -1.9 to 31 0 1.0 [y=12.3]( 00) Diaph 4 PLF 0 0.0 to 4 @ 0.3 [y= 3.11[ 011 20 PLF 0 0.3 to 20 @ 1.0 [ = 3.111 0%1 20 PLF @ 0.3 to 2/1 PO = 3.2]1100R]• Brg.# 1 Vert.R= 141.1 # H4144 :0. # Brg.# 2 Vert.R= -5.11 H01.R6 x0.41# • • Brg.# 3 Vert.R= -39.31 Har.R• •-0.1# • • dxT - - - - - - _ _ _ _ =_ _0_ _ 0.02 [MWFRS ASCE Perp/L++] [OC 24.00) OF 1.601 [NM 11 Repetitive Factors Used: Yes -12 PLF 0 0.1 to -12 @ 1.0 [y= 8.71 [1001 0.01 3 PLF @ 0.3 to 3 @ 1.0 L [y= 9.21[1001] 10 PLF @ -1.9 to 10 0 0.3 [y=12.31[ 08] 0.00 10 PLF @ 0.3 to 10 0 1.0 (y=12.3][ 0%] 0.00 49 PLF @ -1.9 to 49 0 0.3 L [y= 9.0] [1001 0.00 10 PLF @ 0.0 to 10 @ 1.0 (y= 3.11[ 01] 0,00 Brg.# 1 Vert.R= 248.3 # Hor.R= -25.0 0.00 Brg.# 2 VeIt,R= -37.3 # Hor.R= -0.00 Brg.# 3 Vert.R= -95.6 # Hor.R= -0.09 [MWFRS ASCE Perp/L+-1[PC 24.00) (DF 1.60] (NM 1] Repetitive Factors Used: Yes 12 PLF 0 0.1 to 12 @ 1.0 (y= 8.7] (1001] 3 PLF 0 0.3 to 3 0 1.0 L [y= 9.2][100%] 10 PLF 0 -1.9 to 10 @ 0.3 (y=12.3]( 01] 10 PLF 0 0.3 to 10 @ 1.0 [y=12.31( 01) 49 PLF 0 -1.9 to 49 @ 0.3 L [y= 9.0][100%] 10 PLF @ 0.0 to 10 0 1.0 [y= 3.1]1 01 Brg.# 1 Vert.R= 256.7 # Hor.R= -25.0 Brg.# 2 Vert.R= -30.8 9 Hor.R= -0.09 Brg.# 3 Vert.R= -93.8 # Hor.R= -0.0# [MWFRS ASCE Perp/L-+] [OC 24.00] [DF 1.60] (NM 1) Repetitive Factors Used: Yes -12 PLF 0 0.1 to -12 @ 1.0 [y= 8.7) (100) -36 PLF @ 0.3 to -36 @ 1.0 L [y= 9.21(1000] 10 PLF @ -1.9 to 10 0 0.3 (y=12.31[ 01] 10 PLF 0 0.3 to 10 0 1.0 (y=12.3][ 01] -82 PLF 0 -1.9 to -82 @ 0.3 L (y= 9.0] [1001/41 10 PLF 0 0.0 to 10 @ 1.0 )y= 3.1][ 00] Brg.# 1 Vert.R= -298.4 # Hor.R= 49.4# Brg.# 2 Vert.R= 42.3 # Oor.R= -0.0# Brg.# 3 Vert.R= 113.5 # Hor.R= 0.09 [MWFRS ASCE Perp/L--([0C 24.00)109 1.60)1NM 1] Repetitive Factors Used: Yes 12 PLF 0 0.1 to 12 @ 1.0 [y= 8.7](1001] -36 PLF 0 0.3 to -36 @ 1.0 L [y= 9.2][1001] 10 PLF 0 -1.9 to 10 @ 0.3 [y=12.311 09] 10 PLF @ 0.3 to 10 @ 1.0 (y=12.3]( 011 -82 PLF 0 -1.9 to -82 @ 0.3 L [y= 9.01[10011 10 PLF 0 0.0 to 10 @ 1.0 [y= 3.1)( 09) Brg.# 1 Vert.R= -290.0 # Hor.R= 49.4# Brg.# 2 Vert.R= 48.9 # Hor.R= -0.09 Brg.# 3 Vert,R= 115.3 # Hor.R= 0.0# [MWFRS ASCE Perp/R++])OC 24.00] [DF 1.601 [NM 1] Repetitive Factors Used: Yes -12 PLF @ 0.1 to -12 @ 1.0 [y= 8.71 (1001/41 -30 PLF @ 0.3 to -30 @ 1.0 L [y= 9.21(1008] 10 PLF 0 -1.9 to 10 @ 0.3 )y=12.3)[ 081 10 PLF 0 0.3 to 10 @ 1.0 [y=12.31[ 01] -30 PLF @ -1.9 to -30 0 0.3 L )y= 9.01 (1001 10 PLF 0 0.0 to 10 @ 1.0 [y= 3.1]( 0%] Brg.# 1 Vert.R= -84.3 # Hor.R= 21.4# • ••• •• • • • • • • • • • ••• • ••• •• • • • • • • • • ••• • ••• • •• • • ••• •• ••• • •• [MWFRS ASCE Perp/R+-1[0C 24.00](DF 1.601 [NM 11 Repetitive Factors Used: Yes 12 PLF @ 0.1 to 12 0 1.0 (y= 8.71[1001) -30 PLF @ 0.3 to -30 0 1.0 L (y= 9.2] [1001/41 10 PLF @ -1.9 to 10 0 0.3 [y=12.31( 001 10 PLF @ 0.3 to 10 0 1.0 (y=12.3]1 00] -30 PLF 0 -1.9 to -30 @ 0.3 L [y= 9.0][1001/4] 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.1]( 01] Brg.# 1 Vert.R= -75.9 # Hor.R= 21.4# Brg.# 2 Vert.R= 16.0 # Hor.R= -0.0 Brg.# 3 Vert.R= 30.0 # Hor.R= 0.09 [MWFRS ASCE Perp/R-+] [OC 24.00] [DF 1.601 [NM 1) Repetitive Factors Used: Yes -12 PLF @ 0.1 to -12 0 1.0 [y= 8.7] [100] -30 PLF 0 0.3 to -30 @ 1.0 L [y= 9.2][100%] 10 PLF @ -1.9 to 10 @ 0.3 [y=12.3][ 011 10 PLF @ 0.3 to 10 @ 1.0 [y=12.3)[ 011 -30 PLF @ -1.9 to -30 @ 0.3 L )y= 9.0][100%] 10 PLF @ 0.0 to 10 0 1.0 (y= 3.1]( 01) 'Brg.# 1 Vert.R= -84.3 9 Hor.R= 21.49 Brg.# 2 Vert.R= 9.4 # Hor.R= -0.09 Brg.# 3 Vert.R= 28.2 9 Hor.R= 0.09 [MWFRS ASCE Perp/R--][OC 24.001 [DP 1.601 [NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.1 to 12 @ 1.0 [y= 8.7] [10011 -30 PLF @ 0.3 to -3D @ 1.0 L [y= 9.2] [100) 10 PLF 0 -1.9 to 10 @ 0.3 [y=12.3][ 01) 10 PLF @ 0.3 to 10 0 1.0 (y=12.3][ 001 -30 PLF @ -1.9 to -30 0 0.3 L [y= 9.0][100%] 10 PLF @ 0.0 to 10 0 1.0 [y= 3.11( 01) Brg.# 1 Vert.R= -75.9 9 Hor.R= 21.49 Brg.# 2 Vert.R= 16.0 9 Hor.R= -0.0# Brg.# 3 Vert.R= 30.0 # Hor.R= 0.0# (MWFRS ASCE Par1++)(OC Repetitive Factors Use -12 PLF 0 0.1 to -1 -10 PLF 0 0.3 to -1 10 PLF @ -1.9 to 1 10 PLF @ 0.3 to 1 -10 PLF @ -1.9 to -1 ! 10 PLF 0 0.0 to 1 Brg.# 1 Vert.R= 2. Brg.# 2 Vert.R= -D. Brg.# 3 Vert.R= -0. 29.001 [DF 1.60] (NM 1) d: Yes 2 0 1.0 ly= 8.71(100%( 0 0 1.0 L (y= 9.2] [1001] 0 0 0.3 [y=12,3][ 01] 0 @ 1.0 [y=12.3][ 011 0 @ 0.3 L [y= 9.0) [1001 0 @ 1.0 [y= 3.1)[ 01) 4 # Hor.R= 7,3# 7 # Hor.R= -0.0# 0 # Hor.R= -0.0# [MWFRS ASCE Path -][OC Repetitive Factors Use 12 PLF @ 0.1 to 1 -10 PLF @ 0.3 to -1 10 PLF 0 -1.9 to 1 10 PLF 0 0.3 to 1 -10 PLF 0 -1.9 to -1 10 PLF 0 0.0 to 1 Brg.# 1 Vert.R= 10. Brg.# 2 Vert.R= 5. Brg.# 3 Vert.R= 1. 24.00] (DF 1.601 [NM 1] d: Yes 2 @ 1.0 [y= 8.7][100%] 0 0 1.0 L [y= 9.2) (1000] 0 @ 0.3 [y=12.3][ 01] 0 @ 1.0 [y=12.3][ 01/4] 0 @ 0.3 L [y= 9.0] (1001) 0 @ 1.0 [y= 3.1)[ 011 8 # Hor.R= 7.39 8 # Hor.R= -0.09 8 9 Hor.R= 0.D# ----------------'------- (MWFRS ASCE Parl-+] [OC 24.001 OF 1.601 [NM 1] . 'Repetitive Factors Used: Yes • • •-12 PLF @ 0.1 to -12 @ 1.0 [y= 8.7) [1001 -52 PLF @ 0.3 to -52 0 1.0 L [y= 9.2) (100) 10 PLF @ -1.9 to 10 @ 0.3 [y=12.31[ 011 10 PLF @ 0.3 to 10 @ 1.0 (y=12.31( 011 -52 PLF @ -1.9 to -52 @ 0.3 L [y= 9.0][1001] 10 PLF @ 0.0 to 10 @ 1.0 [y= 3.1][ 08] Brg.# 1 Vert.R= -178.4 9 Hor.R= 36.7# Brg.# 2 Vert.R= 20.5 9 Hor.R= -0.0# Brg.# 3 Vert.R= 58.8 # Hor.R= -0.0# (MWFRS ASCE Parl--])OC 24. Repetitive Factors Used: 12 PLF 0 0.1 to 12 0 -52 PLF @ 0.3 to -52 0 10 PLF 0 -1.9 to 10 0 10 PLF 0 0.3 to 10 0 -52 PLF 0 -1.9 to -52 @ 001 [DF 1.601 [NM 1) Yes 1.0 [y= 8.71[1001] 1.0 L [y= 9.21(100j 0.3 19=12.311 011 1.0 [y=12.311 01] 0.3 L (y= 9.01[1001/4] 10 PLF 0 0.0 to 10 0 1.0 [y= 3.11( 00] Brg.# 1 Vert.R= -170.0 # Hor.R= 36.74 Brg.# 2 Vert.R= 27.1 # 8or.R= -0.04 Brg.# 3 Vert.R= 60.6 # Hor.R= 0.04 [MWFRS ASCE PrpO/L++)[OC 24 00) [DF 1.60] OM 1) Repetitive Factors Used: Yes -12 PLF @ 0.1 to -12 0 1.0 )y= 8.7) [1008] 3 PLF 0 0.3 to 3 0 1.0 L (y= 9.2)[1000] 31 PLF @ -1.9 to 31 0 0.3 [y=12.3]1 001 31 PLF '0 0.3 to 31 0 1.0 [y=12.3]1 010) 49 PLF 0 -1.9 to 49 @ 0.3 L fy= 9.0)(10011 20 PLF @ 0.0 to 20 0 1.0 (y= 3.1]1 01) Brg.# 1 Vert.R= 344.7 # Hor.R= -25.84 Brg.# 2 Vert.R= -45.4 # Hor.R= -0.08 Brg.# 3 Vert.R -123.5 # Hor.R= -0.04 [60000 ASCE PrpD/L+-1[0C 24.00][00 1.601 [NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.1 to 12 @ 1.0 (y.. 8.71[1008) 3 PLF @ 0.3 to 3 0 1.0 L (y= 9.2)(10000) 31 PLF @ -1.9 to 31 @ 0.3 [y=12.3]I 01) 31 PLF 0 0.3 to 31 0 1.0 [y=12.3]1 01] 49 PLF @ -1.9 to 49 0 0.3 L [y= 9.0](1000) 20 PLF @ 0.0 to 20 @ 1.0 [y= 3.11( 08] Brg.# 1 Vert.R= 353.1 # Hor.R= -25.8) Brg.# 2 Vert.R= -38.8 # Hor.R= -0.04 Brg.# 3 Vert.R= -121.6 # Hor.R= -0.04 [MWFRS ASCE PrpD/L--) [OC 24.001 OF 1.60) [NM 1] Repetitive Factors Used: Yes 12 PLF 0 0.1 to 12 0 1.0 [y= 8.7] (10011 -36 PLF @ 0.3 to -36 @ 1.0 L [y= 9.2] (10081 31 PLF 0 -1,9 to 31 0 0.3 [y=12,3)1 081 31 PLF 0 0.3 to 31 0 1.0 (y=12.311 01] -82 PLF @ -1.9 to -82 @ 0.3 L )y= 9.01 [1001] 20 PLF 0 0.0 to 20 0 1.0 [y= 3.1] [ 011) Brg.# 1 Vert.R= -193,6 # Hor.R= 49.44 Brg.# 2 Vert.R= 40.9 # Hor.R= -0.04 Brg.# 3 Vert.R= 87.5 # Hor.R= 0.04 (MWFRS ASCE PrpD/R+-1 10C 24.00]IDF 1 60][NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.1 to 12 @ 1.0 (y= 8.71[10010) -30 PLF @ 0.3 to -30 @ 1.0 L (y= 9.21[1008] 31 PLF @ -1.9 to 31 @ 0.3 [y=12.311 01) 31 PLF 0 0.3 to 31 0 1.0 [y=12.3]1 01) -30 PLF @ -1.9 to -30 0 0.3 L [y= 9.0)[1001) 20 PLF @ 0.0 to 20 @ 1.0 [y= 3.1(1 01] Brg.# 1 Vert.R= 20.5 # Hor.R= 21.44 Brg.# 2 Vert.R= 8.0 # Hor.R= -0.04 Brg.# 3 Vert.R= 2.2 # Hor.R= 0.0# [MWFRS ASCE PrpD/R--][OC 24.00])DF 1.60) [NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.1 to 12 @ 1.0 [y= 8.7](1008] -30 PLF @ 0.3 to -30 @ 1.0 L )y= 9.2](10010) 31 PLF @ -1.9 to 31 @ 0.3 (y=12.3)1 01] 31 PLF @ 0.3 to 31 0 1.0 [y=12.3]] 01) -30 PLF @ -1.9 to -30 9 0.3 L )y= 9.01[1008] 20 PLF 0 0.0 to 20 0 1.0 [y= 3.11] 010) Brg.# 1 Vert.R= 20.5 # Hor.R= 21.44 Brg.# 2 Vert.R= 8.0 # Hor.R= -0.04 Brg.# 3 Vert.R= 2.2 # Hor.R= 0.04 (MWFRS ASCE Pr1D+-] [OC 24.00](0F 1.60)[NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.1 to 12 0 1.0 (y= 0.71[1001) -10 PLF 0 0.3 to -10 @ 1.0 L (y= 9.21[1001] 31 PLF 0 -1.9 to 31 0 0.3 [y=12.3]1 011 31 PLF 0 0.3 to 91 @ 1.0 [5=12.3]) 01] -10 PLF 0 -1.9 to -10 0 0.3 L [y= 9.01[10011 20 PLF @ 0.0 to 20 0 1.0 [y= 3.11] 01] Brg.# 1 Vert.R= 107.2 # Hor.R= 7.34 Brg.# 2 Vert.R= -2.2 # Hor.R= -0.04 Brg.# 3 Vert.R= -26.0 # Hor.R= -0.04 [MWFRS ASCE PrD1--) (0C 24.00)[00 1.60](NM 1) Repetitive Factors Used: Yes 12 PLF @ 0.1 to 12 0 1.0 [y= 8.71[1000] -52 PLF 0 0.3 to -52 @ 1.0 L [y= 9.2](10011 31 PLF 2 -1.9 to 31 2 0.3 (y=12.311 01) 31 PLF 0 0.3 to 31 0 1.0 [y=12.3]( 01) -52 PLF @ -1.9 to -52 0 0.3 L (y= 9.01[1001] 20 PLF 0 0.0 to 20 0 1.0 [y= 3.11[ 01] Brg.# 1 Vert.R= -73.6 # Hor.R= 36.74 • Brg.# 2 Vert.R= 19.0 # Hor.R= -0.06 • • Brg.# 3 Vert.R= 32.8 # Hor.R= 0404 • • [C&C ASCE Wind Lt-+] [OC 24.00] (DF 1.60:[NM 11 Repetitive Factors Used: Yes -12 PLF 0 0.1 to -12 @ 1.0 [y= 8.71 [1008] -176 PLF @ 0.3 to -176 0 1.0 L [y= 9.2][1001] 10 PLF 0 -1.9 to 10 0 0.3 (y=12.31[ 011 -251 PLF @ -1.9 to -251 @ 0.3 L [ 0) 011 10 PLF 0 0.3 to 10 0 1.0 [y=12.3=[ 01 • 10 PLF 0 0.0 to 10 0 1.0 [y= 3.1}[ 094 • [C&C ASCE Wind Rt -+[[0C 24.00]IDF .!o (NM 11t Repetitive Factors Used: Yes -176 PLF @ -1.9 to -176 @ 1.0 L (y= 9.2)[100'0) -12 PLF @ 0.1 to -12 @ 1.0 [y= 8.7) (1001] 10 PLF 0 -1.9 to 10 0 1.0 [y=12.31[ 1/1! • 10 PLF 0 0.0 to 10 0 1.0 (y= 3.1][• 0] f -=s [C&C ASCE Wind Lt --1 [OC 24.00) [DF 1.60] (N4411 Repetitive Factors Used: Yes • • • • • • • • • • • • 12 PLF 0 0.1 to 12 @ 1.0 [y= 8.7] (10011 -176 PLF 0 0.3 to -176 0 1,0 L [y= 9.2] [10011 10 PLF 0 -1.9 to 10 0 0.3 [y=12.31 ( 01] -251 PLF 0 -1.9 to -251 @ 0.3 L [y= 9.01 [1001/41 10 PLF 0 0.3 to 10 0 1.0 (y=12.3) ( 011 10 PLF @ 0.0 to 10 0 1.0 (y= 3.1][ 01] • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • • • ••• ••• • ••• s• • • • • • • • • ••• • • • •• ••• •• • • • • • • •• • • • [C&C ASCE Wind Rt --1 [OC 24.00] [DF 1.60] [NM 1) Repetitive Factors Used: Yes -176 PLF @ -1.9 to -176 0 1.0 L [y= 9.2][1008) 12 PLF @ 0.1 to 12 0 1.0 (y= 8.71 (1001] 10 PLF 0 -1.9 to 10 0 1.0 (y=12.3) 1 01] 10 PLF 0 0.0 to 10 @ 1.0 [y= 3.1][ 08] [C&C ASCE Wind Lt --D] (0C 24.00) (DF 1.60] (NM 1] Repetitive Factors Used: Yes 12 PLF 0 0.1 to 12 0 1.0 [y= 8.71 (10011 -176 PLF 0 0.3 to -176 0 1,0 L [y= 9.2] [1001) 31 PLF 0 -1.9 to 31 @ 0.3 [y=12.3]( 081 -251 PLF @ -1.9 to -251 0 0.3 L [y= 9.0) [100t1 31 PLF @ 0.3 to 31 @ 1.0 [y=12.3]( 01] 20 PLF 0 0.0 to 20 @ 1.0 [y= 3.1)( 010] [C&C ASCE Wind Rt --01 [00 24.00) [DF 1.601 (NM 1] Repetitive Factors Used: Yes -176 PLF @ -1.9 to -176 0 1.0 L [y= 9.2] (1001) 12 PLF @ 0.1 to 12 @ 1.0 [y= 8,7] [1008) 31 PLF 0 -1.9 to 31 0 1.0 [y=12.31( 01] 20 PLF @ 0.0 to 20 @ 1.0 [y= 3.1] ( 081 Job:(17321) / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:'13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Level Return 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • • •• •• • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • 17i mph wind•116Q0 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC • • •Dtsi.0'si, winrIBC DL=5.0 psf. GCpi(+/-)=0.18 • • • • • • • • : WQId load: andjeactions based on MW FRS with additional C8C member design. ••• • • • • ••• Left cantilever is exposed to wind Bottom chord checked for 10.00 psf ncn-concurrent live load. • • • ••• •• • • •• • • • • • • • • • • • • • • • ••• ••• ••• • •• • • • •• ••• •• • • •• • • • • • • • • • • • ••• •• R=77# U=39# NAILED LEFT RAKE = 1'1015 PLT. TYP.-WAVE 1'10" R=373# U=184# RL=67/-23# W=4"8 (Rigid Surface) DESIGN CRIT•FBC2014RESITPI-2007 FT/RT•20%(0%tl 1(0) 3' QTY= 4 TOTAL= 4 9'6"14 0 8'8" 1 R=43# Rw=48# U=15# NAILED 6 SEQ = 378601 REV. 15.01.01C.0611.00 SCALE =1.0000 _N' V.. / 1h 3 a FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CI NI RAI. BLVD POMPANO BEACH, FL 33064 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! •'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling. shipping. installing and bracing. Refer to and follow the latest edition of SCSI (Boeing Component Safely Information, by TPI and WTCA) for safely practices prig to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted dlwwise, lop civrd shal have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceting. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83. 07 or 010. as applicable. Apply plates to each lace of truss and posilgn as shown above and on Ne Joint Details, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation Iran this drawing. any failure to build the truss In con famance with ANSI/TPI 1, or for handling. ,hipping, inslalallon 8 bracing of trusses. A seal on this drawing Of Coen pelta Ming IN drewI g, Indicates acceptance of professional engineering rsapanslblllly solely for the design shown. The aultabillty and use of this Brewing lar any structure la IN respan.INlty of the Buldi g Designer per ANSUTPI 1 500.2. Fcr more information see this jab's general notes page and Nese web sires: ITWBCG. wwwilwbcg.wm; TPI: www.lpins?ag: WTCA: www.abcidusby.com; ICC: wwww.iccsafe.org TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.0psf O.Opsf 55.Opsf REF DATE 09-28-2017 DRWG O/A LEN. 3 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE JACK [ALPINE][FBC2014Res/TPI-2007)[CJ31[17321/1] [TCLL 30.0][TCDL' 15.0)(BCDL 10.01 [BCLL 0.0] (DP 1.251[0C 24.0] [NM 1] [SOFFIT ===Bearings==IX-Loc] [React] (Min Size Req].. [ 0.011 [ 37311 134h110.13) [ 3.0011 56] [0.13] [ 3.00] [ 77] [0.00] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 0- 3 38 0 0.00 0.28 0.28 22 4 SP #2 N 6- 9 22 -45 0.00 0.15 0.15 24 4 SP #2 N 7- 8 0' -0 0.00 0.10 0.10 27 4 SP #2 N 1- 2 1 0 0.00 0.01 0.01 1 4 SP #3 4- 5 436 -345 -_-= Plate Member =-_- PLATE MEMBER 4- 6 6 -58 0.00 0.32 0.32 24 4 SP 62 N 3- 4 41 -6 -=-=Fictious Member=-=- SP #2 N 6- 7 95 -50 -_-= Plate Member =-_- PLATE MEMBER 5- 3 9 -16 0.00 0.09 0.09 27 4 SP 62 N 0- 1 0 -0 ---Fictious Member- -- SP #3 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 2.0] • • ••• •• •• • [STD.AUTO.LOAD] [0C 24.00] (DF :.211 ]NI: 1] Repetitive Factors Used: Yei • • 31 PLF 9 -1.9 to 31 8 3 [y.12601644 4 PLF @ -1.8 to 4 @ -0.2 [y= 8.2]( 00] 20 PLF 8 0.0 to 20 @ 3.0 [y= 3.1][ 011 Length Pitch Brace 60 PLF 9 -1.9 to 60 8 3.0 [y=12.9][1000] 17.82 3.50 Plywd Brg.# 1 Vert.R= 373.1 If 8 r.R= • -0.0# • • 26.40 3.50 Plywd Brg.# 2 Vert.R= 18.8 #•Nor,R=• •0.06 • • • • 24.86 -0.00 Diaph Brg.# 3 Vert.R= 76.9 # NDr.R=• •0.0N • • 15.72 -1.43 -------------JP_ -0-•---_Jut • 0.50 -Vert- (FBC pass #21[0C 24.001 14Fai51% T1 • . • : • • 7.34 4,32 Plywd Repetitive Factors Used: Yes 3.80 1.99 31 PLF 9 -1.9 to 31 @ 3.0 [y=12.9)[ 011] 3.46 -84.00 4 PLF 8 -1.8 to 4 @ -0.2 [y= 8.21[ 01] 7.41 -0.72 Diaph 20 PLF 8 0.0 to 20 @ 3.0•[4= 3.1) 00]. • • 0.00 -Vert 20 PLF 8 0.0 to 20 8 3.0 [y= 41) 63001 • • • Brg.# 1 Vert.R= 188.0 # Hor.i. •6.0. • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• Node X -Loc Y -Loc Plate Cq JSI Method def1Y(L) deflY[T] 0 -1.43 8.42 1.5X4(R) 0.80 0.51 N 0.03 L/568 0.06 L/268 0.01 0.02 [MWFRS ASCE Perp/L++] [OC 24.00] [DF 1.60] (NM 1] 1 -1.43 8.42 ---- ----- ---- ----- ---- ---- Repetitive Factors Used: Yes 2 -0.13 8.27 ---- ----- ---- ----- ---- ---- 3 PLF 9 0.0 to 3 @ 3.0 L [y= 9.81 [1008) 3 0.00 8.84 0.00 0/805 0.01 1./433 0.00 0.00 -12 PLF 9 0.3 to -12 @ 3.0 [y= 8.7] (10011 4 0.31 8.89 ---- ----- ---- ----- ---- ---- 10 PLF 8 -1.9 to 10 8 0.0 [y=12.9][ 01] 5 0.31 8.85 204)01) 0.80 0.15 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF 8 0.0 to 10 8 3.0 [y=12.9] I 00) 6 0.89 9.10 0.00 0/999 0.01 L/999 0.00 0.00 49 PLF 9 -1.9 to 49 8 0.0 L [y= 9.0) [1008) 7 0.93 8.81 0.00 L/999 0.01 L/999 0.00 0.00 10 PLF 8 0.0 to 10 9 0.3 ]y= 3.1][ 08] 8 3.00 8.81 0.00 L/999 0.00 L/999 0.00 0.00 46 PLF 8 0.1 to 46 @ 0.3 [y= 8.7] [1008] 9 3.00 9.71 0.00 L/999 0.00 L/999 0.00 0.00 10 PLF @ 0.3 to 10 8 3.0 [y= 3.1]f 01] Brg.# 1 Vert.R= 142.1 # Hor.R= -23.1# Brg.# 2 VeIt.R= -15.1 # 0or.R= -0.0# Brg.# 3 Vert.R= -4.5 # Hor.R= -0.08 Brg.# 2 Vert.R= 43.0 # Hor.R=0 •0.0l • • • • Brg.# 3 Vert.R= 32.4 # Hor•.le '0.: • • - [MWFRS ASCE Perp/L+-1 [OC 24.00) [DF 1.601 (NM 1] Repetitive Factors Used: Yes 3 @ 3.0 L [y= 9.8)(1001) 12 8 3.0 (y= 8.7) [10041 10 8 0.0 [y=12.91[ 04] 10 8 3.0 [y=12.9)[ O1] 49 8 0.0 L [y= 9.01[1008] 10 PLF 9 0.0 to 10 8 0.3 [y= 3.1)[ 01] 46 PLF @ 0.1 to 46 8 0.3 [y= 8.71 [1001] 10 PLF 8 0.3 to 10 8 3.0 [y= 3.1][ 01] Brg.# 1 Vert.R= 174.9 # Hor.R= -23.1# Brg.# 2 Vert.R= 12.5 # Hor.R= -0.0# Brg.# 3 Vert.R= 0.8 # Hor.R= 0.08 3 PLF 8 0.0 to 12 PLF 8 0.3 to 10 PLF @ -1.9 to 10 PLF 8 0.0 to 49 PLF @ -1.9 to [MWFRS ASCE Perp/L-+] (OC 24.00][0F 1.60) [NM 1) Repetitive Factors Used: Yes -36 PLF 8 0.0 to -36 @ 3.0 L (y= 9.8] [1008] -12 PLF 8 0.3 to -12 8 3.0 ]y= 8.71 [1004] 10 PLF 8 -1.9 to 10 @ 0.0 [y=12.9][ 04] 10 PLF 8 0.0 to 10 8 3.0 [y=12.9][ 00] -82 PLF 8 -1.9 to -82 8 0.0 L [y= 9.0] [10041 10 PLF 8 0.0 to 10 8 0.3 )y= 3.1)] 01] -46 PLF 8 0.1 to -46 8 0.3 [y= 8.7] (10041 10 PLF 9 0.3 to 10 8 3.0 [y= 3.1]] 01) Brg.# 1 Vert.R= -183.8 # Hor.R= 66.28 Brg.# 2 Vert.R= 9.7 # Hor.R= -0.08 Brg.# 3 Vert.R= -9.8 # Hor.R= -0.08 [MWFRS ASCE Perp/L--1 [OC 24.001[DF 1.60] (NM 11 Repetitive Factors Used: Yes -36 PLF @ 0.0 to -36 8 3.0 L [y= 9.8][1000] 12 PLF 9 0.3 to 12 8 3.0 [y= 8.7) (1001) 10 PLF 8 -1.9 to 10 8 0.0 [y=12.9][ 00j 10 PLF 9 0.0 to 10 8 3.0 [y=12.9][ 011 -82 PLF @ -1.9 to -82 @ 0.0 L (y= 9.01(10001 10 PLF @ 0.0 to 10 @ 0.3 [y= 3.1][ 001 -46 PLF @ 0.1 to -46 @ 0.3 [y= 8.7] (1000] 10 PLF 9 0.3 to 10 8 3.0 [y= 3.1]) 01] Brg.# 1 Vert.R= -150.9 # Hor.R= 66.2# Brg.# 2 Vert.R= 37.3 # Hor.R= -0.0# Brg.# 3 Vert.R= -4.6 # Hor.R= -0.08 [MWFRS ASCE Perp/R++][00 24.001[DF 1.60](NM 1) • ••• •• • • • • • • • • ••• • ••• •• • • • • • • • • ••• •• Repetitive Factors Used: Yes -12 PLF 8 0.3 to -12 @ 3.0 )y= 8.7][1000] -30 PLF @ -1.9 to -30 @ 0.0 L ]y= 9.0][1000] 10 PLF 8 -1.9 to 10 @ 0.0 )y=12.9]] 00) 10 PLF 8 0.0 to 10 8 3.0 [y=12.9]) 01) -30 PLF 8 0.0 to -3D 8 3.0 L [y= 9.8][1000] 10 PLF 8 0.0 to 10 8 0.3 [y= 3.1)[ 01) 10 PLF 8 0.3 to 10 8 3.0 [y= 3.11f 041 Brg.# 1 Vert.R= -69.0 # Hor.R= 39.18 Brg.# 2 Vert.R= -2.5 # Hor.R= -0.08 Brg.# 3 Vert.R= -19.4 # Hor.R= -0.08 --------- --------------- [MWFRS ASCE Perp/R+-] (OC 24.001 (DF 1.60)(NM 1) Repetitive Factors Used: Yes 12 PLF 8 0.3 to 12 @ 3.0 ]y= 8.7] [100t] -30 PLF @ -1.9 to -30 8 0.0 L [y= 9.0] (1004) 10 PLF 8 -1.9 to 10 @ 0.0 [y=12.9][ 01] 10 PLF 8 0.0 to 10 8 3.0 [y=12.9][ O1] -30 PLF @ 0.0 to -30 8 3.0 L [y= 9.81 [10041 10 PLF @ 0.0 to 10 @ 0.3 [y= 3.1][ 01] 10 PLF @ 0.3 t0 10 8 3.0 ]y= 3.1][ 00] Brg.# 1 Vert.R= -36.1 # 9or.R= 39.18 Brg.# 2 Vert.R= 25.1 # Hor.R= -0.08 Brg.# 3 Vert.R= -14.1 # Hor.R= -0.08 (MWFRS ASCE Perp/R-+1 [OC 24.00)IDF 1.60] [NM 1) Repetitive Factors Used: Yes -12 PLF 8 0.3 to -12 8 3.0 )y= 8.71[10041 -30 PLF 8 -1.9 to -30 8 0.0 L [y= 9.0][1001] 10 PLF @ -1.9 to 10 @ 0.0 [y=12.91[ 08) 10 PLF 8 0.0 to 10 @ 3.0 ]y=12.9][ 001 -30 PLF 8 0.0 to -30 8 3.0 L [y= 9.81[1000] 10 PLF 8 0.0 to 10 8 0.3 [y= 3.1]( 001 10 PLF 8 0.3 to 10 8 3.0 [y= 3.1][ 001 Brg.# 1 Vert.R= -69.0 # Hor.R= 39.11 Brg.# 2 Vert.R= -2.5 # Hor.R= -0.08 Brg.# 3 Vert.R= -19.4 # Hor.R= -0.08 - -------------- ---- ----- [MWFRS ASCE Perp/R--])OC 24.00] (DF 1.601 (NM 11 Repetitive Factors Used: Yes 12 PLF 8 0.3 to 12 8 3.0 ly= 8.7] [10011 -30 PLF 8 -1.9 t0 -30 8 0.0 L ]y= 9.0] [10041 10 PLF 8 -1.9 to 10 @ 0.0 [y=12.9][ 041 10 PLF 8 0.0 to 10 8 3.0 [y=12.91[ 011 -30 PLF 8 0.0 to -30 8 3.0 L [y= 9.8] (1004] 10 PLF 8 0.0 to 10 8 0.3 [y= 3.1][ 011 10 PLF @ 0.3 to 10 8 3.0 [y= 3.1)] 011 Brg.8 1 Vert.R= -36.1 # Hor.R= 39.18 Brg.# 2 Vert.R= 25.1 # Hor.R= -0.08 Brg.# 3 Vert.R= -14.1 # Hor.R= -0.08 (MWFRS ASCE Parl++)[OC 24.001 )DF 1.60][NM 1] Repetitive Factors Used: Yes -12 PLF @ 0.3 to -12 @ 3.0 ]y= 8.71[10001 -10 PLF 8 -1.9 to -10 8 0.0 L [y= 9.0] [1001] 10 PLF 8 -1.9 to 10 @ 0.0 [y=12.91( 011 10 PLF @ 0.0 to 10 8 3.0 [y=12.9]( 011 -10 PLF 8 0.0 to -10 8 3.0 L ]y= 9.81[1000] 10 PLF 8 0.0 to 10 8 0.3 Iy= 3.1]f 01] 10 PLF 8 0.3 to 10 8 3.0 )y= 3.1][ 00] Brg.# 1 Vert.R= 1.5 # Hor.R= 13.48 Brg.# 2 Vert.R= -2.8 # Hor.R= -0.08 Brg.# 3 Vert.R= -1.5 # Hor.R= -0.011 - -------------- -- --- [MWFRS ASCE Path-) [00 24.001 (DF 1.60](880 1] Repetitive Factors Used: Yes 12 PLF 8 0.3 to 12 8 3.0 ]y= 8.71[1000] -10 PLF 8 -1.9 to -10 8 0.0 L [y= 9.01[10011 10 PLF 8 -1.9 to 10 8 0.0 (y=12.911 01) 10 PLF 8 0.0 to 10 8 3.0 [y=12.9)[ 011 -10 PLF 8 0.0 to -10 8 3.0 L [y= 9.81[10001 10 PLF 8 0.0 to 10 8 0.3 fy= 3.11[ 01) 10 PLF 8 0.3 to 10 @ 3.0 [y= 3.1)( 011 Brg.# 1 Vert.R= 34.4 # Hor.R= 13.4# Brg.# 2 Vert.R= 24.8 8 Hor.R= -0.011 Brg.# 3 Vert.R= 3.8 # Hor.R= 0.08 [MWFRS ASCE Parl-+][0C 24.00] [DF 1.601 [NM 1] Repetitive Factors Used: Yes -12 PLF 8 0.3 to -12 8 3.0 [y= 8.7] [10041 -52 PLF 8 -1.9 to -52 8 0.0 L [y= 9.0) [1001] 10 PLF 8 -1.9 to 10 8 0.0 [y=12.9)[ 011 10 PLF @ 0.0 to 10 0 3.0 fy=12.9)[ 0%1 -52 PLF @ 0.0 to -52 0 3.0 L [y= 9.8][100%1 10 PLF 9 0.0 to 10 9 0.3 [y= 3.11( 0%1 10 PLF 0 0.3 to 10 0 3.0 (y= 3.11( 01] Brg.# 1 Vert.R= p.145.5 # Hor.R= 67.04 Brg.# 2 Vert.R= -2.3 # Hor.R= -0.04 Brg.# 3 VeIt,R= -38.8 # Hor.R= -0.04 [MWFRS ASCE Parl--](0C 24.00](3F 1.60)[00 1] Repetitive Factors Used: Yes 12 PLF 0 0.3 to 12 @ 3.0 [y= 8.7]110055] -52 PLF 0 -1.9 to -52 9 0.0 L ]y= 9.01[1001] 10 PLF 9 -1.9 to 10 9 0.0 ]y=12.9]1 011) 10 PLF 9 0.0 to 10 9 3.0 [y=12.9]( 01) -52 PLF 0 0.0 to -52 @ 3.0 L ]y= 9.81[100%] 10 PLF 9 0.0 to 10 0 0.3 ]y= 3.11( 011) 10 PLF 9 0.3 to- 10 9 3.0 ly= 3.1]( 0%) Brg.# 1 Vert.R= -112.6 # Hor.R= 67.04 Brg.# 2 Vert.R= ` 25.3 # Hor.R= -0.04 Brg.# 3 Vert.R= -33.6 # Hor.R= 0.0# ]MWFRS ASCE Prp13/L++)10C 24.00] (DF 1 60)[N11 1] 'Repetitive Factors Used: Yes 3 PLF 9 0.0 to 3 @ 3.0 L ]y= 9.811100%] -12 PLF 0 0.3 to -12 @ 3.0 (y= 8.7][100%] 31 PLF @ -1.9 to 31 @ 0.0 ]y=12.9]1 015] 31 PLF @ 0.0 to 31 @ 3.0 [y=12.91[ 01] 49 PLF a -1.9 to 49 @ 0.0 L ]y= 9.0](100%] 20 PLF @ 0.0 to 20 @ 0.3 [y= 3.1][ 01] 46 PLF @ 0.1 to 46 @ 0.3 (y= 8.7](100%1 20 PLF 9 0.3 to 20 @ 3.0 [y= 3.1)] 011 Brg.# 1 Vert.R= 234.8 4 Hor.R= -23.14 Brg # 2 Vert.R= -4.5 # Hor.R= -0.08 Brg.# 3 Vert.R= 14.4 # Hor.R= -0.04 (MWFRS ASCE PrpD/1.+-]]0C 24.001 [DF 1.601 [NM 1] Repetitive Factors Used: Yes 3 PLF @ 0.0 to 3 @ 3.0 L [y= 9.8][100%] 12 PLF 9 0.3 to 12 @ 3.0 ]y= 8.7][1001] 31 PLF @ -1.9 to 31 0 0.0 (y=12.9]1 01] 31 PLF 0 0.0 to 31 @ 3.0 [y=12.911 04] 49 PLF 9 -1.9 to 49 @ 0.0 L [y= 9.01[100%) 20 PLF @ 0.0 to 20 @ 0.3 (y= 3.1][ 01] 46 PLF 0 0.1 to 46 @ 0.3 (y= 8.7][100%] 20 PLF 9 0.3 to 20 @ 3.0 [y= 3.1][ 01] Brg.# 1 Vert.R= 267.6 # Nor.R= -23.10 Brg.# 2 Vert.R= 23.1 # Hor.R= -0.04 Brg.# 3 Vert.R= 19.7 # Hor.R= -0.04 [MWFRS ASCE PrpD/L--] (0C 24.00] [DF 1.60] (NM 1] Repetitive Factors Used: Yes -36 PLF @ 0.0 to -36 @ 3.0 L )y= 9.8][100%) .12 PLF @ 0.3 to 12 @ 3.0 (y= 8.7)[100%] 31 PLF 0 -1.9 to 31 @ 0.0 [y=12.9)1 01] 31 PLF 9 0.0 to 31 @ 3.0 [y=12.911 01] -82 PLF @ -1.9 to -82 @ 0.0 L [y= 9.0)1100%1 20 PLF @ 0.0 to 20 @ 0.3 ]y= 3.111 01) -46 PLF 0 0.1 to -46 @ 0.3 [y= 8.7]1100%1 20 PLF @ 0.3 to 20 @ 3.0 [y= 3.1]1 0%) Brg.# 1 Vert.R= -58.3 # Hor.R= 66.24 Brg.# 2 Vert.R= 47.9 # Hor.R= -0.04 Brg.# 3 Vert.R= 14.4 # Hor.R= -0.04 (MWFRS ASCE PrpD/R+-](0C 24.00) (DF 1.601 [NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.3 to 12 @ 3.0 (y= 8.7][100%) -30 PLF @ -1.9 to -30 @ 0.0 L ]y= 9.0][100%1 31 PLF @ -1.9 to 31 @ 0.0 1y=12.911 011 31 PLF @ 0.0 to 31 @ 3.0 [y=12.9][ 011 -30 PLF @ 0.0 to -30 @ 3.0 L [y= 9.6] 110011 20 PLF @ 0.0 to 20 @ 0.3 (y= 3.11[ 0%] 20 PLF 9 0.3 to 20 0 3,0 (y= 3.1][ 01] Brg.# 1 Vert.R= 56.5 # Hor.R= 39.14 Brg.# 2 Vert.R= 35.7 # Hor.R= -0.04 Brg.# 3 Vert.R= 4.8 # 0or.R= 0.04 (MWFRS ASCE PrpD/R--] [OC 24.001 (DF 1.60] [NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.3 to 12 @ 3.0 (y= 8.71[100%] -30 PLF @ -1.9 to -3D @ 0.0 L ]y= 9.0)[100%] 31 PLF 0 -1.9 to 31 @ 0.0 (y=12.91[ 01] 31 PLF 0 0.0 to 31 9 3.0 [y=12.91[ 01] -30 PLF @ 0.0 to -30 @ 3.0 L (y= 9.81[10011 20 PLF @ 0.0 to 20 @ 0.3 ]y= 3.1)1 01] 20 PLF @ 0.3 to 20 @ 3.0 [y= 3.111 01] Brg.# 1 Vert.R= 56.5 # Hor.R= 39.14 Brg.# 2 Vert.R= 35.7 # Hor.R= -0.04 Brg.# 3 Vert.R= 4.8 # Hor.R= 0.04 • • •• •• • • • [MWFRS ASCE Pr1D+-110C 24.00) 10F 1.60] [NM 1] • • Repetitive Factors Used: Yes 12 PLF @ 0.3 to 12 @ 3.0 ]y= 8.7)[100%] -10 PLF @ -1.9 to -10 @ 0.0 L ]y= 9.01[100%) 31 PLF @ -1.9 to 31 @ 0.0 [y=12.9)1 01] • 31 PLF @ 0.0 to 31 @ 3.0 [y=12.91[ 011]• • -10 PLF @ 0.0 to -10 @ 3.0 L [y= 9.8](100: 20 PLF @ 0.0 to 20 0 0.3 [y= 3.11[ 01] • 20 PLF @ 0.3 to 20 @ 3.0 [y= 3.11] 011,„, Brg.# 1 VeIt.R= 127,0 # Hor.R= 13.44 Brg.# 2 Vert.R= 35.4 # Hor.R= -0.04 Brg.# 3 Vert.R= 22.7 # Hor.R= -0.04 • • • • • • • ••• [MWFRS ASCE PrD1--I ]OC 24.00) (DF 1.60] [NM 1] • 6. Repetitive Factors Used: Yes • 12 PLF @ 0.3 to 12 @ 3.0 (y= 8.7](100%) • -52 PLF @ -1.9 to -52 @ 0.0 L (y= 9.0][1001)• • • 31 PLF @ -1.9 to 31 9 0.0 (y=12.91 ( 01] 31 PLF @ 0.0 to 31 9 3.0 (y=12.9]( 01) -52 PLF @ 0.0 to -52 @ 3.0 L (y= 9.81[10011 20 PLF @ 0.0 to 20 @ 0.3 (y= 3.1)[ 01) 20 PLF @ 0.3 to 20 @ 3.0 [y= 3.11[ 01] Brg.# 1 Vert.R= -20.0 # 0or.R= 67.04 Brg.# 2 Vert.R= 35.9 # Hor.R= -0.0# Brg.# 3 Vert.R= -14.6 # Hor.R= -0.04 (C&C ASCE Wind LC -+([0C 24.00]IDF 1.60] [NM 1] Repetitive Factors Used: Yes -22 PLF @ 0.1 to -22 @ 0.3 (y= 8.7](100%) -149 PLF @ -1.9 to -149 @ 0.0 L (y= 9.01[100%] 10 PLF @ -1.9 to 10 9 0.0 [y=12.91 1 01] -12 PLF @ 0.3 to -12 @ 3.0 1y=8.7][100%] 10 PLF @ 0.0 to 10 @ 1.1 [y=12.91[ 0%] -61 PLF @ 1.1 to -61 9 3.0 L [y= 9.8)(100%] 10 PLF @ 1.1 to 10 @ 3.0 [y=12.911 01] -115 PLF @ 0.0 to -115 @ 1.1 L [y= 9.3](100%] 10 PLF @ 0.0 to 10 @ 0.3 [y= 3.1][ 01] 10 PLF @ 0.3 to 10 @ 3.0 [y= 3.11[ 01] [C&C ASCE Wind 01-+][0C 24.00)(DF 1.60](00 1) Repetitive Factors Used: Yes -115 PLF @ 0.0 to -115 @ 3.0 L [y= 9.8][100%] -12 PLF @ 0.3 to -12 @ 3.0 [y= 8.7][100%] 10 PLF @ -1.9 to 10 @ 0.0 [y=12.9)( 011 -61 PLF @ -1.9 to -61 @ 0.0 L [y= 9.0)[100%] 10 PLF 9 0.0 to 10 @ 3.0 [y=12.91[ 01] 12 PLF @ 0.1 to 12 @ 0.3 [y= 8.7][100%] 10 PLF @ 0.0 to 10 @ 0.3 )y= 3.1]( 01) 10 PLF 9 0.3 to 10 @ 3.0 fy= 3.11( 01) [C&C ASCE Wind Lt --)[00 24.00] (DF 1.60] [NM 1) Repetitive Factors Used: Yes -46 PLF @ 0.1 to -46 @ 0.3 [y= 8.7)[100%) -149 PLF @ -1.9 to -149 @ 0.0 L [y= 9.0)[1001] 10 PLF 9 -1.9 to 10 @ 0.0 [y=12.91[ 011 12 PLF 9 0.3 to 12 @ 3.0 [y= 8.7][100%] 10 PLF @ 0.0 to 10 @ 1.1 (y=12.9] ( 01] -61 PLF @ 1.1 to -61 9 3.0 L (y= 9.81 [1001) 10 PLF @ 1.1 to 10 @ 3.0 (y=12.9] ( 01) -115 PLF 9 0.0 to -115 @ 1.1 L )y= 9.3][100%) 10 PLF @ 0.0 to 10 9 0.3 [y= 3.1]( 01) 10 PLF @ 0.3 to 10 9 3.0 (y= 3.1]( 0%] ------------------------ (C&C ASCE Wind Rt --][0C 24.00] [DF 1.601 [NM 1] Repetitive Factors Used: Yes -115 PLF @ 0.0 to -115 @ 3.0 L ]y= 9.8][100%] 12 PLF @ 0.3 to 12 @ 3.0 )y= 8.7][100%] 10 PLF @ -1.9 to 10 @ 0.0 [y=12.9] 1 01] -61 PLF @ -1.9 to -61 9 0.0 L [y= 9.0][100%] 10 PLF @ 0.0 to 10 @ 3.0 (y=12.9]1 011 -12 PLF @ 0.1 to -12 @ 0.3 [y= 8.71 [10011 10 PLF @ 0,0 to 10 @ 0.3 [y= 3.11[ 01] 10 PLF @ 0.3 to 10 @ 3.0 ]y= 3.1][ 01] (C&C ASCE Wind Rt -+D] [00 24,00] [DF 1.60] (NM 1] • • •• • • • Repetitive Factors Used: Yes -115 PLF @ 0.0 to -115 @ 3.0 L (y= 9.8][1001) -12 PLF @ 0.3 to -12 @ 3,0 1y= 8.7][100%] oil* 31 8LF 941.9 to• 34640.0 [y=12.9][ 01] • -1,1 PIP 0194.99ts -61•@ 0.0 L ]y= 9.0] (100%] • @ • 3 p•4L•4�� •0.?to• 31 ! 3.0 [y=12.911 01] 444 26 PL6 @ •0.0 toe 2�88.0.3 (y= 3.1))100%1 20 PLF @ 0.3 to 20 @ 3.0 [y= 3.11[ 01] [C&C ASCE Wind Lt --D] (0C 24.00][0F 1.60][091 1] .Repetitive Factors•Used.•yes • •-46 RIF ® 0.1 t• •-46 @ 0.3 [y= 8.7][100%] • •-149 PLF. -0.9 to• -149 9.0.0 L [y= 9.0] (1001. •31 P % -1.9 to •31 @•0.0 [y=12.91 [ 01] •:li PIg' jp„0.3 to•:1y 0:3.0 [y= 8.71 (10011 31 PLF @ 0.0 to 31 @ 1.1 [y=12.91 1 01] -61 PLF @ 1.1 to -61 @ 3.0 L (y= 9.8]11001] 31 PLF @ 1.1 to 31 @ 3.0 [y=12.91( 011 • •-115 1 @ . o -11$ @ 1.1 L [y= 9.3] (100% • • P •0.aL o 41-0.3 [y= 3.111 01] • • 26 PW ©.0.�88o 20Q 3.0 ]y= 3.111 011 • • _-•-_-_-_-_- - - - - _ • • It&C•ASC Wind Rt --D]] 1P,24.001 (DF 1.601 [09 1) • 'Repet'ito a F•dctors IME: Yes -115 PLF @ 0.0 to -115 @ 3.0 L [y= 9.81[1001 12 PLF @ 0.3 to 12 @ 3.0 (y= 8.71[1001] 31 PLF @ -1.9 to 31 @ 0.0 [y=12.91 [ 01] -61 PLF @ -1.9 to -61 @ 0.0 L (y= 9.01(1001] 31 PLF @ 0,0 to 31 @ 3.0 [y=12.9]1 01] -12 PLF @ 0.1 to -12 @ 0.3 [y= 8.71110011 20 PLF @ 0.0 to 20 @ 0.3 [y= 3.1)] 01] 20 PLF @ 0.3 to 20 @ 3.0 [y= 3.1)] 01] Job:(17321) / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Level Return 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. •• • • • • •• •• • • • • • • • • • • • • 176 mph wind, 16.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, • •wiRd•TC•DIL=5.01psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 • • • • • • • : Ioa4 and4eactions based on MW FRS with additional C&C member design. • • • • • ••• Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. • . • • ••• • • •• • • •• • • • • • • • • . • • • . • • • • • • • • • • ••• • ••• ••• ••• • •• • • • • • • •• ••• •• • • •• • • • ••• • • • ••• •• R=173# U=86# NAILED LEFT RAKE = 1'10"15 PLT. TYP.-WAVE 1'10" R=461# U=190# RL=97/-25# W=4"8 (Rigid Surface) DESIGN CRIT=FBC2014RES/TPI.2007 FT/RT=20%(0%)I 1(0) 5' QTY= 4 TOTAL= 4 R=86# U=145 NAILED SEQ = 378611 REV. 15.01.01C.0611.00 SCALE =1.0000 FLORIDA QUALITY TRUSS T.FZ.: (954) 975-3384 FAX: (954) 978-8980 3655PARK CANTMAI. insp. POMPANO BEACH, FL 33064 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and blow the latest edition of SCSI (Building Component Safely Information, by TPI and W TCA)1ar safety practices prim la pa -farming these functions. Inslalms shat provide temporary bracing Par SCSI. Unless noted dhrw7=e, lap chord shall have property attached structural sheathing and ballon chard shalt have a properly attached rigid crang. Locac s shown for permanent lateral restraint of webs shall have bracing installed pr SCSI sections 03, 07 or 810, as applicable. Apply plates to each lace or truss and position as shown above and on the Adnt Details, unless noted otherwise. Refer to drawings 160A.Z for slandrd plate positions. ITW Building Components Group Inc. anal not be responsible for any deviation Iran this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or Ir handling, shipping, inslalalin 8 bracing of trusses. A seal on this drewing or cover pegs listing this drawing, Indicates accepter.. of professional engineering raponsIllily solely for the deagn sham. The auS.bggy end used gib drawing for any structure is the rapdnslbillly of the Building Designer per ANBVTPI 1 8ec.2. For more information see this jobb general notes page and Giese web sites: ITW BCG: wwvw.11wbcg.com, TPI: www.lpnsl.rg: WTCA: www.sbcinduslry.can; ICC www.i csafe.org TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.0psf REF DATE 09-28-2017 DRWG O/A LEN. 5 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE JACK [ALPINE]IFBC2014Res/TPI-2007J[C(75)117321/11 [TCLL 30.0) [TCDL 15.0) [BCDL 10.0)(BCLL 0.0) (08 1.25) (0C 24.0)(NM 1) (SOFFIT 2.0) ===Bearings==[X-Loc) [React] [Min Size Req)== [ 0.311[ 46111 169h1[0.131 1 5.0011 86110.13] EndPts MaxTen MaxComp AXL BND CSI GLC S 0- 3 38 0 0.00 0.31 0.31 22 4 6- 9 48 -83 0.00 0.40 0.40 1 4 7- 8 0 -0 0.00 0.24 0.24 2 4 1- 2 1 0 0.00 0.02 0.02 1 4 4- 5 393 -325 -_-= Plate Member =-_- 4- 6 0 -123 0.00 0.31 0.31 24 4 3- 4 41 -6 -=-=Fictious Member= -=- 6- 7 246 -100 -_-= Plate Member =-_- 5- 7 22 -45 0.01 0.17 0.18 1 4 0- 1 0 -0 -=-=Fictious Member= -=- Grade SP #2 SP #2 SP 02 SP 03 PLATE SP 02 SP 02 PLATE SP 02 SP #3 N N N [ 5.00] [ 173110 MEMBER MEMBER EndP's MaxTen MaxComp AXL GLC S Grade Length Brace Node 0 1 2 l 4 5 7 9 X -Loc -1.43 -1.43 -0.13 0.00 D.31 0.31 0.89 0.93 5.00 5.00 Y -Loc 8.42 8.42 8.27 8.84 8.89 8.85 9.10 8.81 8.81 10.30 Plate Cq JSI Method deflY(L) 1.504(8) 0.80 0.51 N 0.03 0/580 ----- ----- 0.00 L/863 2X4)A1) 0.80 0.14 0.00 0/999 0.01 L/999 0.01 L/999 0.00 L/999 0.00 L/999 Length 17.82 51.40 48.86 15.72 0.50 7,34 Pitch 3.50 3.50 -0.00 -1.43 -Vert- 4.32 3.80 1.99 3.46 -84.00 7.41 -0.72 0.00 -Vert- deflY(T) 0.05 L/345 ----- ----- 0.01 L/514 ----- 0.00 L/999 0.03 L/999 0.03 L/999 0.00 L/999 0.00 L/999 001 Brace Plywd Plywd Diaph • • ••• • •• •• • • • [STD.AUTO.LOAD] [0c 24.00] ]0F•1.29] [NR 1] • • • Repetitive Factors Used: Y: • • • • • 31 PLF 0 -1.9 to 31 0 5•p [y.13:41j`.Lj 4 PLF 0 -1.8 to 4 9 -0.2 ]y= 8.2][ 08j 20 PLF 0 0.0 to 20 9 5.0 ]y= 3.1][ 081 60 PLF 0 -1.9 to 60 0 5.0 [y=13.41(1008) Brg.# 1 VeIt.R= 461.4 # 4pr.R. • -0.08 • Brg.# 2 Vert.R= 56.9 iiippr.R=• 60.00 • • Brg.# 3 VeIt.R= 173.0 # Yor.R=• •0.0.1 • (FBC pass • Plywd Repetitive #Factors 4Used: .00] •F•YesS] •;] • • • 31 PLF 0 -1.9 to 31 0 5.0 [y=13.4)[ 01] 4 PLF 0 -1.8 to 4 0 -0.2 [y= 8.21( 011 Diaph 20 PLF 0 0.0 to 20 0 5.0 jy= 3.1]L[ 08] 20 PLF 0 0.0 to 20 0 5.0•] = 1) e100,]• • Brg.# 1 Vert.R= 250.5 # Hor.i= •{1, Brg.# 2 Vert.R= 85.8 # Oor.R. •0.00 • • Brg.# 3 VeIt.R= 69.6 # Hor.Ra •0.48] dxL dxT------- - - ---- *! lt=•`__•_ 0.01 0.01 [MWFRS ASCE Perp/L++][OC 24.00] [DF 1.60] [NM 1] ---- ---- Repetitive Factors Used: Yes 3 PLF 0 0.0 to 3 0 5.0 L [y=10.4][1008] 0.00 0.00 -12 PLF 9 0.3 to -12 0 5.0 [y= 8.71[1008] 10 PLF 0 -1.9 to 10 0 0.0 [y=13.41[ 08] 0.00 0.00 10 PLF 9 0.0 to 10 0 5.0 [y=13.4][ 08] 0.01 0.01 49 PLF 9 -1.9 to 49 0 0.0 L [y= 9.0][1008] 0.00 0.00 10 PLF 0 0.0 to 10 0 0.3 [y= 3.1)[ 08] 0.00 0.00 46 PLF 0 0.1 to 46 9 0.3 [y= 8.71[10081 0.00 0.00 10 PLF 0 0.3 to 10 0 5.0 [y= 3.1][ 08] Brg.# 1 Vert.R= 138.0 # Hor.R= -24.6# Brg.# 2 Vert.R= -9.3 # Hor.R= -0.0# Brg.# 3 Vert.R= 15.5 # Hor.R= -0.08 [MWFRS ASCE Perp/L+-1(0C 24.00) [DF 1.60] [NM 1) Repetitive Factors Used: Yes 3 PLF 9 0.0 to 3 0 5.0 L [y=10.4][100%] 12 PLF 0 0.3 to 12 0 5.0 [y= 8.7] [1008) 10 PLF 0 -1.9 to 10 0 0.0 [y=13.41( 01) 10 PLF 9 0.0 to 10 0 5.0 (y=13.4][ 081 49 PLF 0 -1.9 to 49 0 0.0 L ]y= 9.0](1009] 10 PLF 0 0.0 to 10 0 0.3 [y= 3.1j[ 09) 46 PLF 0 0.1 to 46 9 0.3 [y= 8.7][1008) 10 PLF 0 0.3 to 10 0 5.0 [y= 3.1][ 01] Brg.# 1 Vert.R= 195.3 # Hor.R= -24.60 Brg.# 2 Vert.R= 39.9 0 Hor.R= -0.00 Brg.# 3 Vert.R= 23.5 # Hor.R= -0.00 [MWFRS ASCE Perp/L-+][0C 24.00][88 1.60) (NM 1] Repetitive Factors Used: Yes -36 PLF 0 0.0 to -36 0 5.0 L [y=10.4][1001) -12 PLF 0 0.3 to -12 9 5.0 (y= 8.71 [100%) 10 PLF 9 -1.9 to 10 9 0.0 [y=13.4]1 08] 10 PLF 9 0.0 to 10 9 5.0 [y=13.41( 081 -82 PLF 9 -1.9 to -82 9 0.0 L [y= 9.0][1008] 10 PLF 9 0.0 to 10 0 0.3 [y= 3.1]] 08] -46 PLF 0 0.1 to -46 0 0.3 [y= 8.7] [1008] 10 PLF 9 0.3 to 10 0 5.0 [y= 3.1][ 08) Brg.# 1 Vert.R= -190.5 0 Hor.R= 87.3# Brg.# 2 Vert.R= -3.2 0 Hor.R= -0.08 Brg.# 3 Vert.R= -45.9 0 Hor.R= 0.08 [MWFRS ASCE Perp/L--](0C 24.00] [88 1.60][11M 1] Repetitive Factors Used: Yes -36 PLF 9 0.0 to -36 0 5.0 L [y=10.4][1001) 12 PLF 0 0.3 to 12 9 5.0 [y= 8.7] [1001] 10 PLF 9 -1.9 to 10 0 0.0 [y=13.4]1 08] 10 PLF 9 0.0 to 10 0 5.0 [y=13.4][ 08] -82 PLF 0 -1.9 to -82 9 0.0 L [y= 9.0] [1008] 10 PLF 0 0.0 to 10 0 0.3 [y= 3.1][ 08] -46 PLF 0 0.1 to -46 0 0.3 [y= 8.7] [1008] 10 PLF 0 0.3 to 10 0 5.0 [y= 3.1] [ 08] Brg.# 1 Vert.R= -133.2 # Hor.R= 87.3# Brg.# 2 Vert,R= 46.1 # Hor.R= -0.0# Brg.# 3 Vert.R= -37.8 # Hor.R= 0.04 (MWFRS ASCE Perp/R++] [OC 24.00] [DF 1.60] [NM 1] • • ••• •• •• • • • • • • • • • • • • • ••• • • ••• • • •• • • • • • • • • • • • ••• ••• • •• ••• •• • • • • • • • • • • • • ••• •• Repetitive Factors Used: Yes -12 PLF 9 0.3 to -12 0 5.0 )y= 8.7][10081 -30 PLF 0 -1.9 to -30 0 0.0 L [y= 9.0] [10081 10 PLF 0 -1.9 to 10 0 0.0 [y=13.4][ 08] 10 PLF 0 0.0 to 10 0 5.0 [y=13.4][ 01] -30 PLF 0 0.0 to -30 9 5.0 L [y=10.4][1008] 10 PLF 0 0.0 to 10 0 0.3 [y= 3.1]( 081 10 PLF 0 0.3 to 10 0 5.0 [y= 3.1][ 08] Brg.# 1 Vert.R= -83.4 0 Hor.R= 56.84 Brg.# 2 Vert.R= -9.3 0 Hor.R= -0.04 Brg.# 3 Vert.R= -42.4 0 Hor.R= 0.04 (MWFRS ASCE Perp/R+-] (0C 24.00] [017 1.60] [NM 1] Repetitive Factors Used: Yes 12 PLF 0 0.3 to 12 0 5.0 (y= 8.7] [10011 -30 PLF 9 -1.9 to -30 0 0.0 L [y= 9.0] [10081 10 PLF 9 -1.9 to 10 0 0.0 1y=13.4)1 081 10 PLF 0 0.0 to 10 0 5.0 [y=13.4][ 081 -30 PLF 0 0.0 to -30 0 5.0 L (y=10.4][10081 10 PLF 0 0.0 :o 10 0 0.3 (y= 3.11] 081 10 PLF 0 0.3 :0 10 0 5.0 [y= 3.1]] 081 Brg.# 1 Vert.R= -26.1 # Hor.R= 56.84 Brg.# 2 Vert.R= 40.0 # Hor.R= -0.04 Brg.# 3 VeIt.R= -34.4 # Hor.R= -0.08 [MWFRS ASCE Perp/R-+] [OC 24.00] [DF 1.601 (NM 1] Repetitive Factors Used: Yes -12 PLF 0 0.3 to -12 0 5.0 [y= 8.7] 11001] -30 PLF 0 -1.9 to -30 0 0.0 L [y= 9.0] 110081 10 PLF 0 -1.9 to 10 0 0.0 [y=13.41[ 011 10 PLF 9 0.0 to 10 0 5.0 )y=13.4][ 081 -30 PLF 0 0.0 to -30 0 5.0 L (y=10.41 [1008] 10 PLF 0 0.0 to 10 0 0.3 [y= 3.1]( 081 10 PLF 0 0.3 to 10 0 5.0 [y= 3.1]( 081 Brg.# 1 Vert.R= -83.4 # Hor.R= 56.84 Brg.# 2 Vert.R= -9.3 # Hor.R= -0.08 Brg.# 3 Vert.R= -42.4 # Hor.R= 0.08 [MWFRS ASCE Perp/R--](0C 24.00])DF 1.60) [NM 1] Repetitive Factors Used: Yes 12 PLF 0 0.3 to 12 9 5.0 ly= 8.71(10081 -30 PLF 0 -1.9 to -30 0 0.0 L (y= 9.0][1008] 10 PLF 0 -1.9 to 10 9 0.0 )y=13.4)( 081 10 PLF 0 0.0 to 10 9 5.0 (y=13.4]( 081 -30 PLF 0 0.0 to -30 0 5.0 L [y=10.41110088] 10 PLF 9 0.0 to 10 0 0.3 ly= 3.1][ 08] 10 PLF 0 0.3 to 10 0 5.0 (y= 3.1][ 01) Brg.# 1 Vert.R= -26.1 # Hor.R= 56.80 Brg.# 2 Vert.R= 40.0 # Hor.R= -0.0# Brg.# 3 Vert.R= -34.4 0 0or.R= -0.0# (MWFRS ASCE Perl++)[OC 24.00] [DF 1.60] [NM 1] Repetitive Factors Used: Yes -12 PLF 0 0.3 to -12 0 5.0 [y= 8.7][1008) -10 PLF 0 -1.9 to -10 0 0.0 L [y= 9.0][1008] 10 PLF 0 -1.9 to 10 0 0.0 1y=13.4]1 09] 10 PLF 0 0.0 to 10 0 5.0 [y=13.4][ 08] -10 PLF 0 0.0 to -10 9 5.0 0 [y=10.4][1008] 10 PLF 0 0.0 to 10 0 0.3 ]y= 3.1]] 08] 10 PLF 0 0.3 to 10 0 5.0 ]y= 3.1][ 011 Brg.# 1 Vert.R= 0.3 # Hor.R= 19.50 Brg.# 2 Vert.R= -4.9 # Hor.R= -0.0# Brg.# 3 Vert.R= -2.5 # 0or.R= 0.04 [MWFRS ASCE Parl+-][OC 24.00] [DF 1.60) [NM 1] Repetitive Factors Used: Yes 12 PLF 0 0.3 to 12 0 5.0 (y= 8.7)(10081 -10 PLF 0 -1.9 to -10 9 0.0 L ]y= 9.0] (10081 10 PLF 0 -1.9 to 10 0 0.0 [y=13.4]( 01] 10 PLF 0 0.0 to 10 0 5.0 [y=13.4][ 01] -10 PLF 0 0.0 to -10 0 5.0 L [y=10.4][1008] 10 PLF 0 0.0 to 10 0 0.3 ]y= 3.1][ 011 10 PLF 0 0.3 to 10 0 5.0 ly= 3.11( 081 Brg.# 1 Vert.R= 57.6 0 Hor.R= 19.58 Brg.# 2 Vert.R= 44.4 # Hor.R= -0.0# Brg.# 3 Vert.R= 5.5 # Hor.R= -0.00 - ----------------------- [MWFRS ASCE Parl-+) [00 24.00] [DF 1.60] [NM 1] Repetitive Factors Used: Yes -12 PLF 0 0.3 to -12 8 5.0 ly= 8.7]11001) -52 PLF 0 -1.9 to -52 0 0.0 L [y= 9.0] [10011 10 PLF 0 -1.9 to 10 8 0.0 (y=13.4][ 08] 10 PLF 9 0.0 Co- 010 @ 5.0 [y=13.4]1 011 -52 PLF @ 0.0 t� -52 @ 5.0 L [y=10.41[100%1 10 PLF @ 0.0 to 10 9 0.3 ly= 3.1)1 011 :10 PLF @ 0.3 to 10 9 5.0 (y= 3.1)( 0%1 Brg # 1 Vert.R=`3-174.2 # Hor.R= 97.34 Brg.# 2 Vert.R= -14.1 # Hor.R= -0.0# Brg.# 3 Vert.R= •85.8 # Hor.R= 0.04 [MWFRS ASCE Parl--) (0C 24.00] (OF 1.601 [NM 1] Repetitive Factors Used: Yes 12 PLF @ 0.3 to - 12 @ 5.0 [y= 8.7] [1001) -52 PLF 0 -1.9 to -52 @ 0.0 L [y= 9.0][10011 10 PLF 9 -1.9 Co 10 @ 0.0 [y=13.4]1 011 10 PLF 9 0.0 to 10 @ 5.0 [y=13.411 041 -52 PLF 9 0.0 to -52 9 5.0 L [y=10.4][100%1 10 PLF 9 0.0 to 10 9 0.3 [y= 3.1]1 01) 10 PLF 9 0.3 06°10 9 5.0 [y= 3.1]1 0%) Brg.# 1 Vert.R= -116.9 # Hor.R= 97.34 Brg.# 2 Vert.R= ° 35.2 # Hor.R= -0.0# Brg.# 3 Vert.R= -77.8 # Hor.R= 0.011 [MWFRS ASCE PrpD/L++] [OC 24.00) [DF 1.60] [NM 1] Repetitive Factors Used: Yes 3 PLF 9 0.0 to 3 9 5.0 L (y=10.4][100%] -12 PLF 9 0.3 to -12 9 5.0 (y= 8.7) [10011 31 PLF 9 -1.9 to 31 9 0.0 [y=13.4] [ 01) 31 PLF 9 0.0 to 31 9 5.0 )y'13.4( 1 011 49 PLF 9 -1.9 to 49 @ 0.0 L [y= 9.0](100%) 20 PLF @ 0.0 to_ 20 9 0.3 (y= 3.1)) 01] 46 PLF 9 0.1 to 46 9 0.3 (y= 8.7) (100%) 20 PLF @ 0.3 to 20 9 5.0 (y= 3.1)) 01] Brg.# 1 Vert.R= 256.4 # Hor.R= -24.6# Brg.# 2 Vert.R= 14.7 # Hor.R= -0.0# Brg.# 3 Vert.R= 56.9 # Hor.R= -0.0# [MWFRS ASCE PrpD/L+-](0C 24.00] [DF 1.60] (NM 1] Repetitive Factors Used: Yes 3 PLF @ 0.0 to 3 9 5.0 L (y=10.4)(1001] 12 PLF @ 0.3 to 12 9 5.0 [y= 8.7)(1001] 31 PLF @ -1.9 to 31 9 0.0 [y=13.4]( 011 31 PLF @ 0.0 to 31 9 5.0 (y=13.4)( 01] 49 PLF 9 -1.9 to 49 9 0.0 L (y= 9.0][10011 20 PLF 9 0.0 to 20 9 0.3 [y= 3.11) 011 46 PLF 9 0.1 to 46 9 0.3 (y= 8.7] [1001] 20 PLF 9 0.3 to 20 @ 5.0 [y= 3.1] 011] Brg.# 1 Vert.R= 313.7 # Hor.R= -24.6# Brg.# 2 Vert.R= 64.0 # Hor.R= -0.04 Brg # 3 Vert.R= 64.9 # Hor.R= -0.04 (MWFRS ASCE PrpD/L--1(0C 24.00][DF 1.60] (NM 11 Repetitive Factors Used: Yes -36 PLF 0 0.0 to -36 9 5.0 L (y=10.41[1001] 12 PLF @ 0.3 to 12 9 5.0 )y= 8.7](100%) 31 PLF 9 -1.9 to 31 9 0.0 (y=13.411 01) 31 PLF 9 0.0 to 31 9 5.0 [y=13.4]1 011] -82 PLF 9 -1.9 to -82 9 0.0 L ly= 9.0](10011 20 PLF 9 0.0 to 20 9 0.3 )y= 3.1]1 01] -46 PLF 9 0.1 to -46 9 0.3 [y= 8.7](1001] 20 PLF 9 0.3 to 20 9 5.0 (y= 3.1]( 01) Brg.# 1 Vert.R= -14.8 # Hor.R= 87.3# Brg.# 2 Vert.R= 70.1 # Hor.R= -0.0# Brg.# 3 Vert.R= 3.6 # Hor.R= -0.0# [MWFRS ASCE PrpD/R+-][0C 24.00] [DF 1.60](NM 11 Repetitive Factors Used: Yes 12 PLF 9 0.3 to 12 9 5.0 [y= 8.7][1001] -30 PLF 9 -1.9 to -30 9 0.0 L (y= 9.0](10011 31 PLF 9 -1.9 to 31 9 0.0 (y=13.41( 01) 31 PLF 9 0.0 to 31 9 5.0 [y=13.411 011) -30 PLF 9 0.0 to -30 9 5.0 L [y=10.41[1001) 20 PLF 9 0.0 to 20 9 0.3 [y= 3.1)) 01) 20 PLF 9 0.3 to 20 9 5.0 (y= 3.1)1 01] Brg.# 1 VeIt.R= 92.3 # Hor.R= 56.8# Brg.# 2 Vert.R= 64.0 # Hor.R= -0.04 Brg.# 3 Vert.R= 7.0 # Hor.R= -0.04 [MWFRS ASCE PrpD/R--1 (0C 24 00])DF 1.60)(0M 11 Repetitive Factors Used: Yes 12 PLF @ 0.3 to 12 9 5.0 [y= 8.71[10011) -30 PLF 9 -1.9 to -30 9 0.0 L [y= 9.01[10011 31 PLF 9 -1.9 to 31 9 0.0 (y=13.4]( 01) 31 PLF 9 0.0 to 31 9 5.0 (y=13.4]( 011 -30 PLF @ 0.0 to 20 PLF 9 0.0 to 20 PLF 9 0.3 to Brg.# 1 Vert.R= Brg.# 2 Vert.R= Brg.# 3 VeIt.R= -30 9 5.0 L [y=10.41(1001) 20 9 0.3 [y= 3.11[ 0%) 20 9 5.0 (y= 3.11[ 011 92.3 # Hor.R= 56.8# • • 67.0 # Hor.R= -0.0# • • • • • • • [MWFRS ASCE Pr1D+-] (0C 24.001(DF 1.60] [NM 1) : Repetitive Factors Used: Yes 12 PLF 9 0.3 to 12 9 5.0 [y= 8.7)[1001) -10 PLF 9 -1.9 to -10 9 0.0 L [y= 9.01[1001) 31 PLF 9 -1.9 to 31 9 0.0 (y=13.41[ 01] • 31 PLF 9 0.0 to 31 9 5.0 [y=13.4] [ 0%L f -10 PLF 9 0.0 to -10 9 5.0 L [y=10.41[1004) 20 PLF 9 0.0 to 20 9 0.3 (y= 3.11[ 01] • 20 PLF 9 0.3 to 20 0 S.0 (y= 3.1][ 011 • Brg.# 1 Vert.R= 176.0 # Hor.R= 19.54 • . Brg.# 2 Vert.R= 68.4 # Hor.R= -0.0# Brg.# 3 Vert.R= 46.9 # Hor.R= -0.0# Repetitive Factors Used: Yes -115 PLF 9 2.0 to -115 9 5.0 L )y=10.4)[1001] -12 PLF 9 0.3 to -12 9 5.0 (y= 8.7][100%] . • • 31 ,,FLF 9.-1.9 to. 3l 2.0 [y=13.4] [ 011 • fl 5j 9' S .9•tl -61j 9 2.0 L (y= 9.51 (1005] • 39 PIF @o 2.1 tog 3199 5.0 (y=13.41 [ 011 • 12jPMF 10 0.1 ta, 1249 0.3 [y= 8.7] [10011 • • : • P 9: 0.0 tc= 2z0:4. 0.3 (y= 3.1] [ 011 P 9 0.3 to 207@ 5.0 (y= 3.1)) 01) ••• • • • • • • [MWFRS ASCE PrD1--](0C 24.001(DF 1.601[0M 1] • - • • Repetitive Factors Used: Yes • 12 PLF 9 0.3 to 12 9 5.0 (y= 8.71[1001] -52 PLF 9 -1.9 to -52 9 0.0 L (y= 9.01(1001] • 31 PLF 9 -1.9 to 31 9 0.0 (y=13.4]1 01) • • 31 PLF 9 0.0 to 31 9 5.0 [y=13.411 01) -52 PLF 9 0.0 to -52 9 5.0 L [y=10.41[10011 20 PLF 9 0.0 to 20 9 0.3 [y= 3.1] [ 01] 20 PLF 9 0.3 to 20 9 5.0 (y= 3.1] [ 01) Brg.# 1 Vert.R= 1.5 # Hor.R= 97.3# Brg.# 2 Vert.R= 59.2 # Hor.R= -0.04 Brg.# 3 Vert.R= -36.3 # Hor.R= 0.0# [C&C ASCE Wind Lt -+)(0C 24.001[0F 1.60) (NM 1] Repetitive Factors Used: Yes -22 PLF 9 0.1 to -22 9 0.3 )y= 8.7] [1001] -149 PLF 9 -1.9 to -149 9 0.0 L ly= 9.0]1100%) 10 PLF 9 -1.9 to 10 9 0.0 [y=13.41 [ 01] -12 PLF 9 0.3 to -12 9 5.0 (y= 8.71[100%] 10 PLF @ 0.0 to 10 9 1.1 [y=13.4]( 01] -61 PLF 9 1.1 to -61 9 5.0 L (y=10.41(10011 10 PLF 9 1.1 to 10 9 5.0 (y=13.41( 01] -115 PLF 9 0.0 to -115 9 1.1 L [y= 9.31[1001] 10 PLF @ 0.0 to 10 9 0.3 (y= 3.1)( 01) 10 PLF 9 0.3 to 10 9 5.0 [y= 3.1)1 0%) (C&C ASCE Wind Rt-+) (0C 24.00)[DF 1.60)(NM 1] Repetitive Factors Used: Yes -115 PLF @ 2.0 to -115 9 5.0 L 1y=10.41[10011 -12 PLF 9 0,3 to -12 9 5.0 ]y= 8.7] (10011 10 PLF 9 -1.9 to 10 9 2.0 [y=13.41 [ 011 -61 PLF 9 -1.9 to -61 9 2.0 L (y= 9.5](10011 10 PLF 9 2.0 to 10 9 5.0 (y=13.4)( 01) 12 PLF 9 0.1 to 12 9 0.3 (y= 8.7)(1001) 10 PLF @ 0.0 to 10 9 0.3 (y= 3.1)( 0%) 10 PLF 9 0.3 to 10 9 5.0 [y= 3.1][ 01] (CSC ASCE Wind Lt--) (0C 24.00)(DF 1.601 [NM 1) Repetitive Factors Used: Yes -46 PLF 9 0.1 to -46 9 0.3 [y= 8.7] (1001] -149 PLF 9 -1.9 to -149 9 0.0 L (y= 9.0][100%] 10 PLF 9 -1.9 to 10 9 0.0 (y=13.4) ( 01) 12 PLF 9 0.3 to 12 9 5.0 [y= 8.7] (10011 10 PLF 9 0.0 to 10 9 1.1 [y=13.41[ 01] -61 PLF 9 1.1 to -61 9 5.0 L (y=10.4)(100%) 10 PLF 9 1.1 to 10 9 5.0 [y=13.4) [ 011 -115 PLF 9 0.0 to -115 9 1.1 L )y= 9.31[100%) 10 PLF 9 0.0 to 10 9 0.3 (y= 3.1][ 01] 10 PLF 9 0.3 to 10 9 5.0 [y= 3.1][ 011 (C&C ASCE Wind Rt--) [OC 24.00](DF 1.60](NM 1] Repetitive Factors Used: Yes -115 PLF 9 2.0 to -115 9 5.0 L [y=10.4][100%] 12 PLF 9 0.3 to 12 9 5.0 (y= 8.71(100%) 10 PLF @ -1.9 to 10 9 2.0 (y=13.41 [ 01] -61 PLF 9 -1.9 to -61 @ 2.0 L [y= 9.51(100%) 10 PLF 9 2.0 to 10 9 5.0 [y=13.4][ 01] -12 PLF 9 0.1 to -12 9 0.3 [y= 8.7] [1001] 10 PLF 9 0.0 to 10 B 0.3 [y= 3.1)) 01] 10 PLF 9 0.3 to 10 9 5.0 (y= 3.1)) 0%) (C&C ASCE Wind Rt -+D) (0C 24.00) [DF 1.60][NM 1) (C&C ASCE Wind Lt --D] (0C 24.00](DF 1.60)(091 11 Repetitive Factors Used: Yes • • -46 1,1i! @ 0.1 :-46 f •0.3 (y= 8.7)[1009] • •31 • -14PLF*99 PLF;9-1.9 to •• 3149. 9 9.-0.0[y =13.4(( 0001]00%) • 12 F!F 9 0.3 to • 12 9. 5.0 [y= 8.7)(10011 • • • T1 PL09* 0.0 td • It 9. 1.1 (y=13.41 [ 01] -61 PLF 9 1.1 to -61 9 5.0 L (y=10.4)[1001] 31 PLF 9 1.1 to 31 9 5.0 [y=13.411 01] -115 PLF 9 0.0 to -115 9 1.1 L [y= 9.3][100%] • • 20 P881•9 0904t. 20.69 0.3 (y= 3.111 01] ♦ s0 IF C 03•to ZO.9 5.0 [y= 3.1] [ 011 • • • • ••• r1016- 11 • • • dcomma Wind Rt --D) [OC 24.00)0F 1.60] [11M 11 • • • Repetitive PAItlrs 998d: Yes -115 PLF 9 2.0 to -115 9 5.0 L [y=10.4)(10011 12 PLF 9 0.3 to 12 9 5.0 [y= 8.7)[1001] 31 PLF 9 -1.9 to 31 9 2.0 [y=13.41[ 051 -61 PLF 9 -1.9 to -61 9 2.0 L [y= 9.51(1001) 31 PLF 9 2.0 to 31 9 5.0 [y=13.41 [ 01) -12 PLF 9 0.1 to -12 9 0.3 y= 8.7][100%] 20 PLF 9 0.0 to 20 9 0.3 [y= 3.1][ 01) 20 PLF 9 0.3 to 20 9 5.0 (y= 3.1]( 0%) Job:(1732'f) / HJ7 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 :Lt Level Return 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT • • ••• • Spacialloag1s••• • • • • • • •---44_ur•ber Du•Fac.=1.25 / Plate Dur.Fac.=1.25) •• • • • • • • • �I TC- Rona 0 plf at -2.65 to 91 plf at -0.06 • • • • • Fro 2 f at -0.06 to 2 plf at 9.84 • • • • • • • B - Fro f,Rt 0.00 to 2 plf at 9.84 PL - From 4 p1 at -2.55 to 4 plf at -0.16 TC- -78.64 Ib Conc. Load at 1.41 TC- 153.86 lb Conc. Load at 4.24 TC- 346.07 Ib Colli.oad at 7.07 •--10.2.2 conc.;oad at 1.41 BG- 96.98 Conc•Load at 4.24 • €C- 171.5alb Cmc. Load at 7.07 • • •llieht end 'Mal tot exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. •1r LRrERAL CHORD N aiE �$�IIFT BITE • (i4 X4 S• 2.25 175 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EI( C, wind JC • • DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 • • • • • • • • • Wind loads:and reactions based on MWFRS. • • • • ••• • ••• Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. -790 ..�- 1'5" 1 2.47 - 2'9"15 •• • • • • • ••• • • •• • • 1646 f • • • ••• •• 2'9"15 3468 • 2'9"3 R=87# U=29# NAILED 111.5 LEFT RAKE = 2'7"12 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK C644'1'661 BLVD. POMPANO BEACH, FL 33064 27"2 -100 R=440# U=476# W=76 (Rigid Surface) DESIGN CRIT=FBC2014RES/TP62007 FTIRT=20%(0%)/ 1(0) 9'10"1 1113X4(R)(12) QTY= 2 TOTAL= 2 "WARNINOIee READ AND FOLLOW ALL NOTES ON THIS DRAWING) "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses rewire extreme care in fabricating. handing, eNpping, installing end bracing. Refer to and lalov the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior to pedaming these function. Installers shall prowde temporary bracing per SCSI. Unless noted otherwise, lop chord shat have properly attached structural shearing and bottom chord shall have a properly attached rigid ceGrg. Locations shown for permanent lalaal restraint of webs shall have bracing installed per SCSI sections 83. 137 or 810, as applicable. Apply plates to each face of truss and position as shown above and an the Joint Deleds, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. 11W Bu0otng Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trues In conformance with ANSI/TPI 1. a for handling, sNppng, installation 8 bracing of trusses. A seal on rile drawing or cover page aging Ihle drewlag,1088.1,. eceeptmn ot prdeaalonel engineering rasponeblldy eeley for the deagn shown. The sullablldy end we or Oil drawing for any structure 4 the responebllity or the Budding DeeIgnor parANSI/Tel 1 8ea.2. For more information see this lob's general note pegs and these web sites: ITWBCG: www.Itwbcg.com; TPI: www. Ipnslag; W TCA: wvnvabolnduslry.co0:ICC www lccsale.org 4 1728 N O tV 1 R=371# U0166# NAILED REV. 15.01.01C.0611.00 SEQ = 378615 SCALE =0.5000 TC LL TC DL BC DL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf O.Opsf 55.Opsf REF DATE 09-28-2017 DRWG O/A LEN. 91001 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE HIP JACK (ALPINE]IFBC2014Res/TPI-2007] 1007](17321/x] [TCLL 30.0][TCDL 15.0] [BM 10.0] [BCLL 0.0][IF 1.25] (0C 24.0] [NM 1] [SOFFIT 2.0] • • ••• • • • ••• •• •• • • • •• •• • [STD.AUTO.LOAD) [OC 24.00] [DF 2.251[1r • 1) • •• • • • • • • • •• • • • • • • • ••• ==.Bearings==[X-Loc)]React](Min Size Req]== Repetitive Factors Used: No• • • • • [ 0.38) [ 440] 10.13] [ 9.841( 371] [0.13] 1 9.841] 87] [0.00) 0 PLF @ -2.7 to 31 @ -0.6 [y=1440] [• lite • • 4 PLF @ -2.5 to 4 @ -0.2 [y= 8.2)[ 00) 2 PLF @ 0.0 to 2 @ 9.8 [y= 3.1)[ 001 EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 0 PLF @ -2.7 to 60 @ -0.1 [y=14.0](1004] 0- 3 24 -13 0.01 0.30 0.30 1 4 SP #2 N 24.37 2.47 Plywd 2 PLF @ -0.1 to 2 @ 4.8 [y=4.0]( 01] • • 6- 8 580 -933 0.12 0.31 0.42 3 4 SP #2 N 51.89 2.47 Plywd -78.64 Lbs. @ 1.4, 14.4 • Angle=210 • • • • • 8-10 39 -90 0.00 0.65 0.65 1 4 SP #2 N 53.27 2.47 Plywd 83.92 Lbs. @ 4.2, 14.0 • Angll=2i0 * • • • 7-12 929 -528 0.13 0.58 0.71 1 4 SP #1 Dense 102.64 -0.00 Diaph 69.93 Lbs. @ 4.2, 14.0 • Angit=2!0 • • 9-11 0 -0 0.00 0.27 0.27 2 4 SP #3 21.17 • -Bending Web- 188.77 Lbs. @ 7.1, 14.4 ; .ng e • • • • • • • 1- 2 1 0 0.00 0.03 0.03 1 4 SP #3 22.45 -1.02 157.30 Lbs, @ 7.1, 14.0 Angle=270 4- 5 395 -551 -_ - Plate Member = - PLATE MEMBER 0.50 -Vert- -10.22 Lbs. @ 1.4, 3.1 Angle=270 4- 6 590 -974 0.00 0.35 0.36 2 4 SP #2 N 10.81 2.94 Plywd 46.90 Lbs. @ 4.2, 3.1 Angle=270 3- 4 14 -8 -=-=Fictious Member=-=- SP 02 N 4.58 1.41 39.08 Lbs. @ 4.2, 3.1 Agpl.e=2 0 • 6- 7 320 -21 -=-= Plate Member =-_- PLATE MEMBER 3.48 -117.59 93.55 Lbs. @ 7.1, 3.1 aAng a=2,i0 5- ' 890 -529 0.12 0.45 0.58 1 4 SP 01 Dense 10.86 -0.43 Diaph 77.96 Lbs. @ 7.1, 3.1 A•gle=240• 9-10 0 -0 -=-=Fictious Member=-=- SP #3 0.00 -Vert- Brg.# 1 Vert.R= 367.0 # Hor.R=• •0.001 11-12 0 -0 -=-=Fictions Member=-=- SP 03 0.00 -Vert- Brg.# 2 Vert.R= 370.7 # Ho;.$=• �0. 0- = 0 -0 -=-=Fictions Member=-=- SP #3 0.00 -Vert- Brg.# 3 Vert.R= 87.4 # liar. - 0. ••• • • • • • • • •• ••• •• • • • • •• • • • • • • ••• •• EndPts MaxTen MaxComp AXL GLC S Grade Length Brace [FBC pass #2] [OC 24.00] (DF 1.25) [NM lj 8-12 534 -924 0.42 1 4 SP #3 53.77 Repetitive Factors Used: Yes 31 PLF @ -2.7 to 31 @ 9.8 [y=14.0][ 011 Node X -Loc Y -Loc Plate Cq JSI Method def1Y)L) def1Y[T] dxL dxT 4 PLF @ -2.5 to 4 @ -0.2 [y= 8.21[ 011 0 -1.99 8.43 2040 0.80 0.53 N 0.06 L/388 0.07 L/362 0.01 0.01 2D PLF @ 0.0 to 20 @ 9.8 [y= 3.1)[ 000) 1 -1.99 8.43 ---- ----- ---- ----- ---- ---- 2D PLF @ 0.0 to 20 @ 9.8 [y= 3.11[1000) 2 -0.13 8.27 ---- ----- ---- ----- ---- ---- Brg.# 1 Vert.R= 439.5 # 8or.R= 0.0# 3 0.00 8.84 0.01 1/375 0.01 1/350 0.00 0.00 Brg.# 2 VeIt.R= 289.9 0 Hor.R= -0.0# 4 0.38 8.89 ---- ----- ---- ----- ---- ---- Brg.# 3 Vert.R= 33.6 # Hor.R= -0.00 5 0.38 8.85 204)01) 0.80 0.58 0.00 L/999 0.00 L/999 0.00 0.00 6 1.25 9.10 0.02 L/999 0.09 L/999 0.00 0.03 [MWFRS.UPLIFT.LOAD][0C 24.00) [DF 1.601 [NM 1) 7 1.28 8.81 0.02 L/999 0.10 1/999 0.00 0.00 Repetitive Factors Used: No 8 5.49 9.97 1.5X4 0.80 0.67 N 0.03 L/999 0.06 L/999 0.00 0.00 0 PLF @ -2.7 to 10 @ -0.1 [y=14.01( 01] 3 9.84 10.87 1.5X4 0.80 0.52 N 0.00 1/999 0.00 L/999 0.00 0.00 2 PLF @ 0.0 to 2 @ 9.8 [y= 3.1)[ 011 10 9.84 10.87 ---- ----- ---- ----- ---- ---- 2 PLF @ -0.1 to 2 @ 9.8 [y=14.011 001 11 9.84 8.81 304(81[12) 80 0.97 N 0.00 L/999 0.00 L/999 0.01 0.01 0 PLF @ -2.7 to -64 @ -0.1 [y=14.01[1001] 12 9.84 8.81 ---- ----- ---- ----- ---- ---- -246.91 Lbs. @ 1.4, 14.0 Angle=270 -77.68 Lbs. @ 4.2, 14.0 Angle=270 -171.57 Lbs. @ 7.1, 14.0 Angle=270 -90.75 Lbs. @ 1.4, 3.1 Angle=270 -30.12 Lbs. @ 4.2, 3.1 Angle=270 -28.12 Lbs. @ 7.1, 3.1 Angle=270 Brg.# 1 Vert.R= -476.3 # Hor.R= -0.0# Brg.# 2 VeIt.R= -166.0 # Hor.R= 0.0# Brg.# 3 Vert.R= -29.0 # Hor.R= -0.0# Job:(17321) /J7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :Lt Level Return 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • 175imph wind4$4,0 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, • 1 •Wiwi iC D1F5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 • • • • • • • •:Nit loads and factions based on MWFRS with additional C&C member design. • • • • *Let cantilever Is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. • • • •MFRS logs based an trusses located at least 7.50 ft. from roof edge. • • • • • • • • • • • • • • ••• ••• ••• • •• • • • •• ••• •• • • • s• • • • •• 1 R=260# U=129# NAILED 1 - LEFT RAKE = 110"15 PLT. TYP.-WAVE 1'10" 41=1 R=563# U=209# RL=128/-26# W=4"8 (Rigid Surface) DESIGN CRIT•FBC2014RES/TPI.2007 FT/RTe20%(0%)/ 1(0) r QTY= 10 TOTAL= 10 R=126# U=24# NAILED SEQ = 378600 REV. 15.01.01C.0611.00 SCALE =0.7500 FLORIDA QUALITY TRUSS j TEL: (954) 975-3384 FAX: (954) 978-8980 7635 PARK CFM1.51. HIND. POMPANO BEACH, FL 33064 "WARNING!" READ AND FOLLOW ALL NOTES ON TI -118 DRAWING' •'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and blow the latest edition of SCSI (Building Component Safely Information, by TPI and WTCA) for safety oraclkes prier to perlamirg these functions. Installers shall proolde temporary bracing per SCSI. Unless noted otherwise. top chord shat have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restrain of webs shall have bracing installed per BCSI sections 53, 57 or 1310, es applcable. Apply plates to each lace of Truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 100A -Z for standard plate positions. IPS Budding Components Group Inc. shall not be responsible for any deviation from this drawing, any faiure 10 buid the truss in confamence with ANSIRPI 1. or for handling, shipping. installation & bracing of busses. A seal co PO drawing or cover page Paling this drawing, indicates acceptance of prefeuknal engineering rspon.Sgby easy for the design shown. The sultabillty end use of tills drawing for any structure Is the reaponsmlltly of the Building Dslpner per ANSI/TPI 1 Ssa2. Fa more information see this lab's general notes page and Nese web sites: 17101000: www.itwbcg.cam; TPI'. www.lpinsl.ag; WTCA: www.sboindustry.com; ICC: www.kcsale.ag TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 09-28-2017 DRWG O/A LEN. 7 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE EJACK 4 (ALPINE] [FBC2014Res/TPI-2007) (J7] (17321/1) [TCLL 30.01[T000 15.0](BCDL 10.0)[8000 0.0) (DP 1.25)(0C 24.0)DIM 1] (SOFFIT 2.0) ===Bearings==(X-Loc) [React) [Min Size Req)== [ 0.31)[ 563]) 200h) (0.131 [ 7.00]( 126)10.13] EndPts MaxTen 0- 3 38 6- 8 73 7- 9 0 MaxComp AXL BND CSI GLC S Grade -0 0.00 0.31 0.31 24 4 SP #2 N -110 0.00 0.97 0.97 1 4 SP 42 N -0 0.00 0.53 0.53 1 4 SP #2 N 1- 2 1 0 0.00 0.02 0.02 1 4 SP 43 4- 5 314 -313 -_-= Plate Member =-_- PLATE MEMBER 4- 6 0 -177 0.00 0.34 0.34 24 4 SP 02 N 3- 4 41 -6 -=-=Fictious Member=-=- SP #2 N 6- 7 414 -266 -=-= Plate Member =-_- PLATE MEMBER 5- 1 56 -77 0.01 0.46 0.48 1 4 SP 42 N 0- _ 0 -0 -- -Fictious Member=-- SP 43 [ 7.00] 1 260] [0.00] EndPts MaxTen MaxComp AXL GLC S Grade Length Brace Length Pitch 17.82 3.50 76.40 3.50 72.86 -0.00 15.72 -1.43 0.50 -Vert- 7.34 4.32 3.80 1.99 3.46 -84.00 7.41 -0.72 0.00 -Vert- Node X -Loc Y -Loc Plate Cg JSI Method deflY(L) deflY(T) dxL 0 -1.43 8.42 1.504(0) 0.80 0.51 N 0.07 0/255 0.09 L/198 0.02 1 -1.43 8.42 ---- ----- ---- ----- ---- 2 -0.13 8.27 ---- ----- ---- ----- --- 3 0.00 8.84 0.01 L/282 0.02 L/219 0.00 4 0.31 8.89 ---- ----- ---- ----- ---- 5 0.31 8.85 2041A1) 0.80 0.29 0.00 L/999 0.00 L/999 0.00 6 0.89 9.10 0.05 L/999 0.10 L/795 0.02 7 0.93 8.81 0.05 L/999 0.11 L/756 0.00 8 7.00 10.88 0.00 L/999 0.00 L/999 0.01 9 7.00 8.81 0.00 L/999 0.00 L/999 0.00 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • Repetitive Factors Used: Yes• • • • • • • • 31 PLF 9 -1.9 to 31 9 7.0 (y=14.01[ 000]0 • • • • • • • 4 PLF 9 -1.8 to 4 9 -0.2 [y= 8.2]] 01) 20 PLF 9 0.0 to 20 9 7.0 [y= 3.1] [ 01] Brace 60 PLF 9 -1.9 to 60 9 7.0 (y=14.0](1001] Plywd Brg.# 1 Vert.R= 563.5 # HoW.R= .0.00 • Plywd Brg.# 2 Vert.R= 90.0 # 44004.1i= • -0.04 • • Diaph Brg.4 3 Vert.R= 260.4 4 H A.R= • -!.0#• • IFBC pass 421 (0C 24.00] [Dq.{yS] [}�Ny1T • • • Plywd Repetitive Factors Used: Yes 31 PLF 9 -1.9 to 31 @ 7.0 (y=14.01[ 01] 4 PLF 9 -1.8 to 4 9 -0.2 (y= 8.2]f 01] Diaph 20 PLF 9 0.0 to 20 9 7.0 jy 3.4] [t0%] • •• 20 PLF 9 0.0 to 20 9 7.i 1y= 341) 4016 • • • Brg.# 1 Vert.R= 318.3 # Oor.R• 4 410 [STD.AUTO.LOADI [0C 24.00] [DF ]••251.1N1) : :•e • • • •• • ••• Brg.# 2 Vert.R= 126.4 # Hor.R= • .0e • • Brg.# 3 Vert.R= 103.6 4 Hor9 • -.011• dxT 0.02 1041011S ASCE Perp/L++1 [0C 24.001[00 1.601 [NM 1) ---- Repetitive Factors Used: Yes 3 PLF @ 0.0 to 3 B 7.0 L fy=11.0](100%) 0.00 -12 PLF 9 0.3 to -12 9 7.0 (y= 8.7][1001] 10 PLF 9 -1.9 to 10 9 0.0 (y=14.0)( 011 0.00 10 PLF 9 0.0 to 10 9 7.0 (y=14.01( 01] 0.04 49 PLF 9 -1.9 to 49 9 0.0 L )y= 9.0][100%) 0.00 10 PLF 9 0.0 to 10 9 0.3 (y= 3.11f 01] 0.01 46 PLF 9 0.1 to 46 9 0.3 (y= 8.7]11001] 0.00 10 PLF 9 0.3 to 10 9 7.0 (y= 3.1]1 011 Brg.# 1 Vert.R= 142.7 # Hor.R= -26.2# Brg.# 2 Vert.R= -7.0 # Hor.R= -0.04 Brg.# 3 Vert.R= 30.1 # Hor.R= -0.0# • ••• •• • • • • • • • • ••• • ••• •• • • • • • • ••• •• • • • • • [MWFRS ASCE Perp/L+-1 (00 24.00) (DF 1.60) [NM 1) Repetitive Factors Used: Yes 3 PLF 9 0.0 to 3 9 7.0 L (y=11.0)[100%] 12 PLF 9 0.3 to 12 9 7.0 (y= 8.7][100%] 10 PLF 9 -1.9 to 10 9 0.0 [y=14.0][ 01] 10 PLF 9 0.0 to 10 9 7.0 (y=14.0][ 01) 49 PLF 9 -1.9 to 49 9 0.0 L [y= 9.0][100%] 10 PLF 9 0.0 to 10 9 0.3 (y= 3.1)[ D%] 46 PLF 9 0.1 to 46 9 0.3 (y= 8.71(100%] 10 PLF 9 0.3 to 10 9 7.0 [y= 3.1][ 01] Brg.# 1 Vert.R= 224.4 # Hor.R= -26.24 Brg.# 2 Vert.R= 63.8 # Hor.R= -0.0# Brg.# 3 Vert.R= 41.0 # Hor.R= -0.04 [MWFRS ASCE Perp/L-1-110C 24.00)[DO 1.60][00 1] Repetitive Factors Used: Yes -36 PLF 9 0.0 to -36 9 7.0 L (y=11.0][100%] -12 PLF 9 0.3 to -12 9 7.0 [y= 8.7][100%] 10 PLF 9 -1.9 to 10 9 0.0 [y=14.01( 01] 10 PLF 9 0.0 to 10 9 7.0 [y=14.0]( 01] -82 PLF 9 -1.9 to -82 9 0.0 L [y= 9.01(100%] 10 PLF 9 0.0 to 10 9 0.3 [y= 3.1]] 01] -46 PLF 9 0.1 to -46 9 0.3 [y= 8.7] (10051 10 PLF 9 0.3 to 10 9 7.0 [y= 3.1] [ 01] Brg.# 1 Vert.R= -208.0 4 Hor.R= 108.34 Brg.# 2 Vert.R= -12.0 # Hor.R= -0.04 Brg.# 3 Vert.R= -75.2 # Hor.R= -0.04 (MWFRS ASCE Perp/L--) (00 24.00) [00 1.601 [NM 1] Repetitive Factors Used: Yes -36 PLF 9 0.0 to -36 9 7.0 L (y=11.0)(100%) 12 PLF 9 0.3 to 12 9 7.0 [y= 8.7](100%] 10 PLF 9 -1.9 to 10 9 0.0 (y=14.01[ 01] 10 PLF 9 0.0 to 10 9 7.0 [y=14.0][ 011] -82 PLF 9 -1.9 to -82 9 0.0 L [y= 9.01(1005) 10 PLF 9 0.0 to 10 9 0.3 [y= 3.1] [ 01] -46 PLF 9 0.1 to -46 9 0.3 [y= 8.71[100%] 10 PLF 9 0.3 to 10 9 7.0 [y= 3.1][ 0%] Brg.# 1 Vert.R= -126.3 # Hor.R= 108.34 Brg.# 2 Vert.R= 58.8 # Hor.R= -0.0# Brg.# 3 Vert.R= -64.3 # Hor.R= -0.0# [MWFRS ASCE Perp/R++) [OC 24.00] (DO 1.601 (NM 1] Repetitive Factors Used: Yes -12 PLF 9 0.3 to -12 9 7.0 [y= 8.71[10011) -30 PLF 9 -1.9 to -30 9 0.0 L [y= 9.0)(100%] 10 PLF 9 -1.9 to 10 9 0.0 [y=14.0][ 011 10 PLF 9 0.0 to 10 @ 7.0 (y=14.01[ 011 -30 PLF 9 0.0 to -3D 9 7.0 L [y=11.01(100%] 10 PLF 9 0.0 to 10 9 0.3 (y= 3.1][ 01) 10 PLF 9 0.3 to 10 9 7.0 (y= 3.1]] 011 Brg.# 1 Vert.R= -100.8 # Hor.R= 74.54 Brg.# 2 Vert.R= -14.9 # Hor.R= -0.04 Brg.# 3 Vert.R= -63.5 # Hor.R= -0.04 _ (1400115 ASCE Perp/R+-](0C 24.00) (80 1.60) [NM 11 Repetitive Factors Used: Yes 12 PLF 9 0.3 t0 12 9 7.0 [y= 8.71[10011 -30 PLF 9 -1.9 to -30 9 0.0 L [y= 9.0][100%] 10 PLF 9 -1.9 to 10 9 0.0 [y=14.0]1 0%1 10 PLF 9 0.0 to 10 9 7.0 (y=14.0]1 05] -30 PLF 9 0.0 to -30 9 7.0 L [y=11.01(100%] 10 PLF 9 0.0 to 10 9 0.3 (y= 3.1][ 011 10 PLF 9 0.3 to 10 9 7.0 (y= 3.1][ 011 Brg.# 1 Vert.R= -19.1 # Hor.R= 74.54 Brg.# 2 Vert.R= 55.9 4 Hor.R= -0.04 Brg.# 3 Vert.R= -52.6 # Hor.R= -0.04 (140016 ASCE Perp/R-+])0C 24.00)[00 1.601 (NM 1) Repetitive Factors Used: Yes -12 PLF 9 0.3 to -12 9 7.0 )y= 8.7111005) -30 PLF 9 -1.9 to -30 9 0.0 L (y= 9.0][100%] 10 PLF 9 -1.9 to 10 9 0.0 [y=14.0]( 01] 10 PLF 9 0.0 to 10 @ 7.0 (y=14.0]1 0%] -30 PLF 9 0.0 to -30 9 7.0 L (y=11.011100%) 10 PLF 9 0.0 to 10 9 0.3 (y= 3.1]( 011 10 PLF 9 0.3 to 10 9 7.0 ly= 3.11( 01) Brg.# 1 Vert.R= -100.8 # Hor.R= 74.54 Brg.# 2 Vert.R= -14.9 # Hor.R= -0.0# Brg.# 3 Vert.R= -63.5 # Hor.R= -0.0# [MWFRS ASCE Perp/R--][0C 24.00] (00 1.601 [NM 11 Repetitive Factors Used: Yes 12 PLF 9 0.3 to 12 9 7.0 (y= 8.7] (1005] -30 PLF 9 -1.9 to -30 9 0.0 L [y= 9.0)(100%] 10 PLF 9 -1.9 to 10 9 0.0 [y=14.0][ 011 10 PLF 9 0.0 to 10 9 7.0 [y=14.0]1 (1) -30 PLF 9 0.0 to -30 9 7.0 L [y=11.0][100%) 10 PLF 9 0.0 to 10 9 0.3 [y= 3.111 01) 10 PLF 9 0.3 to 10 9 7.0 [y= 3.1]( 01) Brg.# 1 Vert.R= -19.1 # Hor.R= 74.54 Brg.# 2 Vert.R= 55.9 # Hor.R= -0.04 Brg.# 3 Vert.R= -52.6 # Hor.R= -0.04 [MWFRS ASCE Parl++)(00 24.00] [DF 1.60] [NM 11 Repetitive Factors Used: Yes -12 PLF 9 0.3 to -12 9 7.0 )y= 8.7][100%] -10 PLF 9 -1.9 to -10 9 0.0 L [y= 9.0][100%] 10 PLF 9 -1.9 to 10 9 0.0 (y=14.01[ 01] 10 PLF 9 0.0 to 10 9 7.0 [y=14.011 011 -10 PLF 9 0.0 to -10 9 7.0 L (y=11.0](100%] 10 PLF 9 0.0 to 10 9 0.3 (y= 3.1)[ 011 10 PLF 9 0.3 to 10 9 7.0 [y= 3.1)[ 01) Brg.# 1 Vert.R= -1.0 # Hor.R= 25.5# Brg.# 2 Vert.R= -6.9 # Hor.R= -0.0# Brg.# 3 Vert.R= -3.5 # Hor.R= -0.0# (MWFRS ASCE Path-) [OC 24,00)(DF 1.60] (NM 1] Repetitive Factors Used: Yes 12 PLF 9 0.3 to 12 9 7.0 (y= 8.71(10051 -10 PLF 9 -1.9 to -10 9 0.0 L (y= 9.0)(1001] 10 PLF 9 -1.9 to 10 9 0.0 ]y=14.0)) 011 10 PLF 9 0.0 to 10 9 7.0 1y=14.0)( 011 -10 PLF 9 0.0 to -10 9 7.0 L [y=11.0][100%] 10 PLF 9 0.0 to 10 9 0.3 (y= 3.1)) 011 10 PLF 9 0.3 to 10 @ 7.0 (y= 3.1)[ 081 Brg.# 1 Vert.R= 80.7 # Hor.R= 25.54 Brg.# 2 Vert.R= 63.9 # Hor.R= -0.04 Brg.4 3 Vert.R= 7.4 # Hor.R= -0.04 [MWFRS ASCE Parl-e] [OC 24.00] (DF 1.60) (NM 1) Repetitive Factors Used: Yes -12 PLF 9 0.3 to -12 9 7.0 (y= 8.7](100%) -52 PLF 9 -1.9 to -52 9 0.0 L [y= 9.01(1001) 10 PLF 9 -1.9 to 10 @ 0.0 (y=14.0)[ 081 10 PLF @ 0.0 to 10 @ 7,0 [y=14.0]1 01] -52 PLF @ 0.0 to -52 @ 7.0 L [y=11.0](1001] 10 PLF @ 0.0 to 10 @ 0.3 (y= 3.1]f 0%] 10 PLF @ 0.3 to 10 @ 7.0 [y= 3.1]f 01] Brg.# 1 Vert.R= -209.2 # Hor.R. 127.64 Brg.# 2 Vert.R= -23.6 # Hor.R= -0.0# Brg.# 3 Vert.R= -128.6 # Hor.R= -0.08 [MWFRS ASCE Parl--] [OC 24.00) (DF 1.60) [NM 11 Repetitive Factors Used: Yes 12 PLF 0 0.3 to 12 4 7.0 (y= 8.71 110091 -52 PLF @ -1.9 to -52 4 0.0 L [y= 9.0] (10011 10 PLF @ -1.9 to 10 @ 0.0 [y=14.0]1 01] 10 PLF @ 0.0 to 10 @ 7.0 (y=14.0)( 01] -52 PLF @ 0.0 to -52 @ 7.0 L (y=11.01(100%] 10 PLF 4 0.0 to 10 @ 0.3 (y= 3.1]( 01) 10 PLF 0 0.3 to 10 @ 7.0 ]y= 3.1]1 0%1 Brg.# 1 Vert.R= -127.5 # Hor.R. 127.68 Brg.# 2 Vert R= 47.2 # Hor.R= -0.00 Brg.# 3 VeIt.R. -117.7 # Hor.R= -0.0) [MWFRS ASCE PrpD/L++][0C 24.00])DF 1.60](NM 1] Repetitive Factors Used: Yes 3 PLF 4 0.0 to 3 @ 7.0 L 1y=11.0](10091 -12 PLF @ 0.3 to -12 9 7.0 (y= 8.7)(1009] 31 PLF 4 -1.9 to 31 @ 0.0 (y=14.01( 011] 31 PLF @ 0.0 to 31 @ 7.0 (y=14.01( 0%) 49 PLF @ -1.9 to 49 @ 0.0 L (y= 9.0]1100%) 20 PLF 0 0.0 to 20 @ 0.3 [y= 3.1][ 09] 46 PLF 0 0.1 to 46 4 0.3 (y= 8.7)[1009] 20 PLF 0 0.3 to 20 @ 7.0 (y= 3.1]( 09] Brg.# 1 Vert.R. 289.9 # 0or.R= -26.2# Brg.# 2 Vert.R= 29.4 # Hor.R= -0.00 Brg.# 3 Vert.R= 92.0 # Hor.R= -0.04 (MWFRS ASCE PrpD/L+-][0C 24.00]]DF 1.60](9M 1] Repetitive Factors Used: Yes 3 PLF @ 0.0 to 3 @ 7.0 L [y=11.0][100%] 12 PLF 0 0.3 to 12 @ 7,0 [y= 8.7] (1009] 31 PLF 0 -1.9 to 31 @ 0.0 [y=14.011 01] 31 PLF @ 0.0 to 31 @ 7.0 [y=14.011 01] 49 PLF 4 -1.9 to 49 0 0.0 L (y= 9.0](1001] 20 PLF 0 0.0 to 20 @ 0.3 [y= 3.1][ 0111 46 PLF 0 0.1 to 46 @ 0.3 [y= 8.7] (10091 20 PLF @ 0.3 to 20 @ 7.0 [y= 3.1)[ 09] Brg.# 1 Vert.R= 371.6 # Hor.R= -26.24 Brg.# 2 Vert.R= 100.2 # Hor.R= -0.08 Brg.# 3 Vert.R= 103.0 # Hor.R= -0.04 [MWFRS ASCE PrpD/L--1(0C 24.00] (DF 1 6011NM 11 Repetitive Factors Used: Yes -36 PLF @ 0.0 to -36 4 7.0 L (y=11.0](1009] 12 PLF 0 0.3 to 12 @ 7.0 [y= 8.71[1009) 31 PLF 4 -1.9 to 31 @ 0.0 [y=14.0(1 09) 31 PLF 4 0.0 to 31 @ 7.0 (y=14.0]1 091 -82 PLF @ -1.9 to -82 4 0.0 L )y= 9.0111009] 20 PLF @ 0.0 to 20 @ 0.3 (y= 3.1)( 09] -46 PLF @ 0.1 to -46 @ 0.3 (y= 8.7][100%1 20 PLF @ 0.3 to 20 4 7.0 (y= 3.111 09) Brg.# 1 Vert.R= 20.9 # Hor.R= 108.38 Brg.# 2 Vert.R= 95.2 # HoI.R= -0.08 Brg.# 3 Vert.R= -2.3 # Hor.R= -0.0# (M0FRS ASCE PrpD/R+-] (0C 24.00) (DF 1 601[NM 1] Repetitive Factors Used: Yes 12 PLF 0 0.3 to 12 @ 7.0 [y= 8.7) [1009] -30 PLF @ -1.9 to -30 @ 0.0 L (y. 9.0] (1009] 31 PLF @ -1.9 to 31 0 0.0 (y=14.0]1 0%) 31 PLF @ 0.0 to 31 @ 7.0 [y=14.0]1 091 -30 PLF @ 0.0 to -30 4 7.0 L (y.11.01(10091 20 PLF 4 0.0 to 20 @ 0.3 (y= 3.11( 09] 20 PLF 4 0.3 to 20 @ 7.0 (y= 3.1)[ 091 Brg.# 1 Vert.R. 128.1 # Hor.R= 74.5# Brg.# 2 Vert.R= 92.2 # Hor.R= -0.00 Brg.# 3 Vert.R= 9.4 # Hor.R= -0.00 (MWFRS ASCE PrpD/R--1 [00 24.00) [DF 1.601(9M 1] Repetitive Factors Used: Yes 12 PLF 0 0.3 to 12 @ 7.0 (y= 8.7] [100%) -30 PLF @ -1.9 to -30 4 0.0 L ]y- 9.0)(1001) 31 PLF @ -1.9 to 31 4 0.0 [y=14.0]I 011 31 PLF 0 0.0 to 31 4 7.0 (y=14.011 0%] -30 PLF @ 0.0 to -30 @ 7.0 L [y=11.0](1001] 20 PLF @ 0.0 to 20 @ 0.3 [y= 3.1]( 011 20 PLF @ 0.3 to 20 @ 7.0 (y= 3.1] ( 01] Brg.# 1 Vert.R= 128.1 # Hor.R= 74.5# Brg.# 2 Vert.R= 92.2 # Hor.R= -0.00 Brg.# 3 Vert.R. 9.4 # Hor.R= -0.04 • • • (MWFRS ASCE Pr1D+-)(0C 24.00) [DF 1.60) [NM 1] • Repetitive Factors Used: Yes 12 PLF @ 0.3 to 12 @ 7.0 [y= 8.7][100%] -10 PLF 0 -1.9 to -10 4 0.0 L (y= 9.01(1001] 31 PLF @ -1.9 to 31 @ 0.0 [y=14.01( 091 • 31 PLF @ 0.0 to 31 @ 7.0 (y=14.01( 09)0 • -10 PLF @ 0.0 to -10 @ 7,0 L [y=11.0](1001 20 PLF 0 0.0 to 20 @ 0.3 (y= 3.11( 01) • 20 PLF 0 0.3 to 20 @ 7.0 (y= 3.11( 0910:0 Brg.# 1 Vert.R= 227.9 # Hor.R= 25.50 Brg.# 2 Vert.R= 100.2 # Hor.R= -0.04 Brg.# 3 Vert.R= 69.4 # Hor.R= -0.04 Repetitive Factors Used: Yes -108 PLF @ 4.0 to -108 @ 7.0 L (y=11.01[1009] -12 PLF @ 0.3 to -12 @ 7.0 [y= 8.7](100%] • ••• 31 iLF @61.9 to• 34S•4.0 (y=14.01[ 09] • •• • -10 P4F •0.904 -6044 4.0 L (y=10.11(1001) • • • 3f PIA @414.010to• 31 • 7.0 (y=14.01( 01] ' •• 1 !o @•o.l to 12 0.3 [y= 8.7](100%I •••• 2 PL 0;0.0 to: 4,•0.3 [y= 3.11] 09] 2 PL @ 0.3 to 2d 7.0 [y= 3.1]] 091 • • • • • • • • • • [MWFRS ASCE PrD1--1 [0C 24.00) OF 1.60](NM 1) • ' • Repetitive Factors Used: Yes • 12 PLF @ 0.3 to 12 @ 7.0 (y= 8.7] [10091 • -52 PLF 0 -1.9 to -52 @ 0.0 L [y= 9.011100%) • 31 PLF 0 -1.9 to 31 @ 0.0 (y=14.0][ 01] • • 31 PLF 0 0.0 to 31 @ 7.0 [y=14.0]( 011 -52 PLF @ 0.0 to -52 @ 7.0 L (9=11.0)[10011] 20 PLF @ 0.0 to 20 @ 0.3 (y= 3.11 [ 01] 20 PLF 4 0.3 to 20 @ 7.0 [y= 3.11[ 091 Brg.# 1 Vert.R= 19.7 # Hor.R= 127.68 Brg.# 2 Vert.R= 83.5 # Hor.R= -0.0# Brg.# 3 Vert.R= -55.7 # Hor.R= -0.08 (C&C ASCE Wind Lt-+( (OC 24.00] [DF 1.60](NM 11 Repetitive Factors Used: Yes -29 PLF 9 0.1 to -29 @ 0.3 [y= 8.7][100%] -149 PLF @ -1.9 to -149 @ 0.0 L (y= 9.0][100%] 10 PLF @ -1.9 to 10 @ 0.0 (Y=14.0([ 01] -12 PLF @ 0.3 to -12 @ 7.0 (y= 8.7] (1009] 10 PLF @ 0.0 to 10 @ 1.1 (y=14.01[ 09] -60 PLF @ 1.1 to -60 @ 7.0 L [y=11.0](100%] 10 PLF @ 1.1 to 10 @ 7.0 [y=14.0][ 01] -108 PLF @ 0.0 to -108 @ 1.1 L (y= 9.3][100%] 10 PLF @ 0.0 to 10 @ 0.3 (y= 3.1][ 0%] 10 PLF @ 0.3 to 10 @ 7.0 (y= 3.1] [ 09] (C&C ASCE Wind Rt -+)[00 24.00] [DF 1.60] [NM 1] Repetitive Factors Used: Yes -108 PLF @ 4.0 to -108 4 7.0 L (y=11.0][100%] -12 PLF @ 0.3 to -12 @ 7.0 (y= 8.7](100%) 10 PLF @ -1.9 to 10 @ 4.0 (y=14.0][ 09] -60 PLF @ -1.9 to -60 @ 4.0 L [y=10.1](100%] 10 PLF @ 4.0 to 10 0 7.0 (y=14.0)( 091 12 PLF @ 0.1 to 12 @ 0.3 (y= 8.7j[100%] 10 PLF @ 0.0 to 10 @ 0.3 (y= 3.11[ 0%] 10 PLF @ 0.3 to 10 @ 7.0 (y= 3.11[ 09] (C&C ASCE Wind Lt --([OC 24.00] (DF 1.60][NM 1] Repetitive Factors Used: Yes -53 PLF @ 0.1 to -53 @ 0.3 [y= 8.7](100%] -149 PLF @ -1.9 to -149 @ 0.0 L [y= 9.0)11009) 10 PLF @ -1.9 to 10 @ 0.0 [y=14.0]( 011 12 PLF @ 0.3 to 12 @ 7.0 (y= 8.7](100%1 10 PLF @ 0.0 to 10 @ 1.1 [y=14.0)) 01) -60 PLF 4 1.1 to -60 @ 7.0 L [y=11.0)(1009) 10 PLF 4 1.1 to 10 @ 7.0 [y=14.01[ 09] -108 PLF @ 0.0 to -108 @ 1.1 L [y= 9.3](1009] 10 PLF @ 0.0 to 10 @ 0.3 [y= 3.11( 01) 10 PLF @ 0.3 to 10 @ 7.0 [y= 3.1)[ 01] [C&C ASCE Wind R0 --)(0C 24.00] (DF 1.60] [NM 1] Repetitive Factors Used: Yes -108 PLF @ 4.0 to -108 4 7.0 L (y=11.0](100%] 12 PLF @ 0.3 to 12 @ 7.0 [y= 8.7)(100%) 10 PLF @ -1.9 to 10 @ 4.0 [y=14.0j[ 01] -60 PLF @ -1.9 to -60 @ 4.0 L [9=10.11[10091 10 PLF @ 4.0 to 10 @ 7.0 (y=14.01[ 091 -12 PLF @ 0.1 to -12 @ 0.3 (y= 8.7)(100%) 10 PLF @ 0.0 to 10 @ 0.3 (y= 3.1)[ 01] 10 PLF @ 0.3 to 10 @ 7.0 (y= 3.11[ 01] - ----------------------- [C&C ASCE Wind Rt-+D)(OC 24.00) (DF 1.60([NM 11 [C&C ASCE Wind Lt--01[OC24.00] (DF 1.60] [NM 1] 4tepetiy ve Factors •Used: ••-53 PpI % 0.1 0,:53 @'it (y= 8.7)(10011] • •-149 PLF40 -P9 to• -149 @ • .0 L (y= 9.0] [1009] 031 PLF• -1.9 to •31 440.0 [y=14.01 [ 09] h Pr`• @ 0.3 to •12 @ •7.0 [y= 8.7] (1009] ••3 PLF11•o.0 0'63! 0111.1 (y=14.01 ( 011 -60 PLF @ 1.1 to -60 @ 7.0 L [9=11.0][10091 31 PLF @ 1.1 to 31 @ 7.0 [y=14.01[ 0%1 -108 PLF @ 0.0 to -108 @ 1.1 L (y= 9.3)[100%( ' P r 0. Lo• 1.0.3 (y= 3.11( 091 • 4 PI @; 0.¢ jpo 7.0 (y= 3.11 [ 01] • • • • ••• • • • • • • • IC&C,SC/Wild Rt --D) (00024.00] (DF 1.60) [NM 1) •RepeL@ltid# P dots l : Yes -108 PLF @ 4.0 to -108 @ 7.0 L (y=11.0)(1001] 12 PLF @ 0,3 to 12 @ 7.0 (y= 8.71[100%] 31 PLF @ -1.9 to 31 @ 4.0 (y=14.0]( 01] -60 PLF @ -1.9 to -60 @ 4.0 L 1y=10.1](100%) 31 PLF @ 4.0 to 31 @ 7.0 (y=14.01 01) -12 PLF @ 0.1 to -12 @ 0.3 ly= 8.71 [1009) 20 PLF @ 0.0 to 20 @ 0.3 (y= 3.11[ 09] 20 PLF @ 0.3 to 20 @ 7.0 [y= 3.1]( 01] Job:(17321) / V1 THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC See DWG VAL180101014 for valley details. '3 0 PLT. TYP.-WAVE 4'17 12 • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • •175 mph wirri, 16.10,ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, • • Andel@ Dl45.0 pSf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 • • • • • • • •• •inc:loads Tod re4ctions based on MW FRS with additional C&C member design. ••• • • • • ••• Bottom chord checked for 10.00 psf non -concurrent live load.' ,rfi Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • • • ••• •• • • •• • • • • •• • • • • • • • • • • • • • ••• ••• ••• • • •• ••• •• • • • • • • • •• • • • • • ••• •• 3.5 - =3X4(01 %14X5(R) III X4 10'47 • 1111.5X4 1111.5X4 1111.5X4 HI1L.6X4 0 111L X4 DESIGN CRIT=FBC2014RES/TPI-2007 FT/RT=20%(0%)/ 1(0) QTY= 1 TOTAL= 1 T 411.5X4 R=111pIf U=100pIf RL=3plf W=14'5"14 (Rigid Surface) 10'9"9 REV. 15.01.01C.0611.00 SEQ = 378629 SCALE =0.5000 FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRA I. 81.1'0. POMPANO BEACH, FL 33064 ••WARNING1•• READ AND FOLLOW ALL NOTES ON THIS DRAWINOI "IMPORTANT" FURNISH THIS DRAWINO TO ALL CONTRACTORS INCLUDINO THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, 651811ing and bracing. Refer to and follow the latest edition of SCSI (Building Component Solely Inlamalicn, by TPI and W TGA) for safely practices prior to pedamng Nese functions. Installers shat protide temporary brecig per BCSI. Unless noted otherwise lop chord shall have properly attached structural sheathing end bottom chard shall have a properly attached rigid ceiling. Locations shown for permanent lateral restrain d webs shag have bracing installed per SCSI sections B3, B7 or B10, as applicable. Appy plates to each lace d truss and position as shown ebro. and cn Na Joint Delays, unless noted olbrwise. Refer to drawings 160,4.2 la standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation Iron this drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing d trusses. A seal on this drawing or cover page listing N4 drawing, indlutee ecceplenu of prcnulonal snglnearing reaponslbllity sdey for Mt dealgn shown. fie suitability and we of this drawing for any slrudun b IM reaponablldy of IM Building Dealgnr par ANSI/TPI 1 Sec.2. For more information see this lobs general notes page and these web sites: ITW BCG: www.11wbcg.com; TPI: www.tpinsrorg, W TCA: s ww.sbcinduslry.oan; ICC: 0.WW ccsale.ag TC LL TC DL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.Opsf 55.Opsf REF DATE 09-28-2017 DRWG O/A LEN. 140514 DUR.FAC. 1.25 JOB #: 17321 SPACING 24.0" TYPE VAL [ALPINE]IFBC2014Res/TPI-2007)(V11(17321/11 [TCLL 30.0][TCDL 15.0] (BCDL 10.0) (BCLL 0.01 [DF 1.251(0C 24.01 [NM 11 [SOFFIT 2.01 ===Bearings==IX-Loc) [React] [Min Size Regl== 0.07) 1 1611] [ 75h) [0.19] EndPt3 MaxTen 3- 7 11 5- 9 5 9-11 5 11-13 5 4- 8 56 8-10 72 10-12 72 12-16 72 14-15 99 1- 2 31 1- 3 2 0- 2 0 3- 4 92 2- 4 62 6- 7 9 5- 6 3 13-14 103 15-16 103 EndPts 6- 8 9-10 11-12 MaxTen 285 244 240 MaxComp AXL BND CSI GLC S Grade -63 0.00 0.24 0.24 1 4 SP 42 N -3 0.00 0.22 0.22 1 4 SP 42 N -3 0.00 0.22 0.22 1 4 SP 42 N -3 0.00 0.18 0.18 1 4 SP 42 N 0 0.01 0.17 0.18 1 4 SP 42 N -3 0.00 0.17 0.17 2 4 SP 42 N -3 0.00 0.11 0.11 2 4 SP 42 N -3 0.00 0.11 0.11 2 4 SP #2 N -103 0.03 0.02 0.05 23 4 SP 43 -76 -_ . Plate Member =-_- PLATE MEMBER -77 0.00 0.19 0.19 1 4 SP 42 N -0 -.Fictions Member.-=- SP 42 N -50 -_-= Plate Member =-_- PLATE MEMBER -0 0.02 0.17 0.18 1 4 SP #2 N -11 -=-.Fictious Member.-=- SP 42 N -5 -=-=Fictious Member=-.- SP 42 N -99 -=-.Fictious Member.-=- SP #3 -99 -=-=Fictious Member.-=- SP #3 MaxComp -334 -350 -322 AXL GLC S 0.08 22 4 0.07 24 4 0.07 23 4 Grade SP 43 SP 43 SP #3 Length Brace 7.42 7.42 7.42 Node X -Loc Y -Loc Plate Cq JSI Method deflY(L) 0 0.00 10.80 1 0.15 10.84 2 0.15 10.80 3 2.00 11.23 3041111 0.80 0.09 4 2.04 10.94 5 4.12 11.85 405181 0.80 0.51 N 6 4.12 11.85 7 4.12 11.85 8 4.26 10.94 1.504 0.80 0.52 N 9 7.97 11.85 1.504 0.80 0.31 N 10 7.97 10.94 1.5X4 0.80 0.45 N 11 11.57 11.85 1.504 0.80 0.27 N 12 11.57 10.94 1.5X4 0.80 0.44 N 13 14.49 11.85 1.5X4 0.80 0.64 N 14 14.49 11.85 15 14.49 10.94 1.5X4 0.80 0.82 N 16 14.49 10.94 .V \ 0.00 L/999 0.02 L/999 0.02 L/999 0.00 L/999 ----- ----- 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 0.00 L/999 • • ••• • • •• •• • • • [STD.AUTO.LOAD] [0C 24.00] [DF 1. ] ]ffl 1: : :• Repetitive Factors Used: Yes • • • • • 31 PLF @ 1.0 to 31 @ 4.1 gy=15.0 4 Off• • • • 31 PLF @ 4.1 to 31 @ 14.5 [y=15.0 [ 08) Length Pitch Brace 60 PLF @ 1.0 to 60 @ 4.1 (y=15.0 [1008) 26.49 3.52 Plywd 60 PLF @ 4.1 to 60 @ 14.5 1y=15.0 [1008] 46.20 0.01 Plywd 30 PLF @ 0.0 to 30 @ 1.4. [y. 5.00 1 081 43.27 0.00 Plywd 20 PLF @ 0.0 to 20 @ 19.9 [y. !.8 08] 34.97 0.00 Plywd 60 PLF @ 0.0 to 60 @ 1.Q [y= =.8 10041 26.68 -0.00 Diaph Brg.# 1 Ver.R= 111.2 plf Hoj R= • -q•0 plf 44.44 -0.00 Diaph 43.27 -0.00 Diaph [FBC pass 42](00 24.001(000 1.25][NM 11 34.97 -0.00 Diaph Repetitive Factors Used: Yes 7.42 -Bending Web- 31 PLF @ 1.0 to 31 @ 4.1 (y=15.0)( 08] 0.50 -Vert- 31 PLF @ 4.1 to 31 @ 14.5 [y1j.0)J Q�) 22.75 2.52 Plywd 30 PLF @ 0.0 to 30 @ 1.0 jy. 5.8]1 �] 1.75 -0.00 20 PLF @ 0.0 to 20 @ 14.5 [y 5.8]9.19] 3.46 -84.00 20 PLF @ 0.0 to 20 @ 14.5 )y= :.8 10 11 22.82 0.92 Diaph Brg.# 1 Ver.R. 71.2 plf Hor.g=• - 0 f 0.00 -Vert- ----------------------- 0.00 -Vert- (MWFRS ASCE Perp/L++)(00 24.00))DF 1.60](NM 1] 0.00 -Vert- Repetitive Factors Used: Yes 0.00 -Vert- -10 PLF @ 4.1 to -10 @ 7.2 (y=12.0][1008] 10 PLF @ 1.0 to 10 @ 4.1 ]y=15.0)( 08) -12 PLF @ 0.1 to -12 @ 14.5 [y=10.8][1008] 10 PLF @ 4.1 to 10 @ 7.2 [y=15.0)[ 08) 10 PLF @ 7.2 to 10 @ 14.5 (y=15.0]1 081 3 PLF @ 1.1 to 3 @ 4.1 L [y=12.0][1008] 10 PLF @ 0.0 to 10 @ 14.5 [y. 5.8][ 08) deflY(T) dxL dxT -10 PLF @ 7.2 to -10 @ 14.5 [y=12.0](100%) Brg.4 1 Ver,R. 0.4 plf Hor.R= -0.2 plf ------------------------ 0.00 L/999 0.00 0.00 (MWFRS ASCE Perp/L+-)(0C 24.00]1DF 1.601(11M 1] 0.04 L/999 0.00 0.01 Repetitive Factors Used: Yes 0.04 L/999 0.00 0.00 -10 PLF @ 4.1 to -10 @ 7.2 (y=12.0)[100%) 0.00 L/999 0.00 0.00 10 PLF @ 1.0 to 10 @ 4.1 )y=15.0]1 08) 12 PLF @ 0.1 to 12 @ 14.5 [y=10.8][1008] 10 PLF @ 4.1 to 10 @ 7.2 (y=15.0)[ 08) 0.00 L/999 0.00 0.00 10 PLF @ 7.2 to 10 @ 14.5 [y=15.0]1 081 0.00 L/999 0.00 0.00 3 PLF @ 1.1 to 3 @ 4.1 L [y.12.0][1008] 0.00 L/999 0.00 0.00 10 PLF @ 0.0 to 10 @ 14.5 (y= 5.81( 05] 0.00 L/999 0.00 0.00 -10 PLF @ 7.2 to -10 @ 14.5 [y=12.1][100%) 0.00 L/999 0.00 0.00 Brg.# 1 VeI,R. 24.6 plf Hor.R= -0.2 plf 0.00 L/999 0.00 [MWFRS ASCE Perp/L-+] 10C 24.00)[DF 1.601 (NM 11 ----- 0.00 L/999 0.00 0.00 Repetitive Factors Used: Yes ---- ----- ---- -52 PLF @ 4.1 to -52 @ 7.2 [y=12.0][1001] 10 PLF @ 1.0 to 10 @ 4.1 (y=15.01( 081 -12 PLF @ 0.1 to -12 @ 14.5 [y=10.8)(1008) 10 PLF @ 4.1 to 10 @ 7.2 [y=15.0]1 051 10 PLF @ 7.2 to 10 @ 14.5 1y=15.011 0881 -36 PLF @ 1.1 to -36 @ 4.1 L [y=12.0][1008] 10 PLF @ 0.0 to 10 @ 14.5 ]y= 5.811 051 -52 PLF @ 7.2 to -52 @ 14.5 [y.12.01[1001] Brg.# 1 VeI.R= -37.2 plf Hor.R= 2.1 plf •• • • • • • • ••• • • • • ••• • • • ••• •• • • •• • • • • • • • • • • • • • • ••• ••• ••• • • •• ••• •• • • •• • ------------------------ ]MWFRS ASCE Perp/L--1 [00 24.00]1DF 1.60]INM 1] Repetitive Factors Used: Yes -52 PLF @ 4.1 to -52 @ 7.2 (y=12.0)(1005) 10 PLF @ 1.0 to 10 @ 4.1 [y=15.0]1 081 12 PLF @ 0.1 to 12 @ 14.5 [y=10.8]11005] 10 PLF @ 4.1 to 10 @ 7.2 )y=15.0)( 081 10 PLF @ 7.2 to 10 @ 14.5 [y=15.0)[ 08) -36 PLF @ 1.1 to -36 @ 4.1 L (y.12.0][1008] 10 PLF @ 0.0 to 10 @ 14.5 ]y. 5.8]( 08] -52 PLF @ 7.2 to -52 @ 14.5 (y=12.0)(10081 Brg.# 1 VeI.R= -13.0 plf Hor.R. 2.1 plf (MWFRS ASCE Perp/R++](0C 24.001 [DF 1.60]INM 1] Repetitive Factors Used: Yes -10 PLF @ 4.1 to -10 @ 7.2 [y=12.0][1008] 10 PLF @ 1.0 to 10 @ 4.1 )y.15.0]( 081 -12 PLF 0 0.1 to -12 @ 14.5 (y=10.8)(1008] 10 PLF @ 4.1 to 10 @ 7.2 [y=15.0]1 0%] 10 PLF @ 7.2 to 10 @ 14.5 [y=15.0][ 081 -30 PLF @ 1.1 to -30 @ 4.1 L [y.12.01110081 10 PLF @ 0.0 to 10 @ 14.5 [y= 5.8)) 08] • • • • • ••• •• • • -10 PLF @ 7.2 to -10 @ 14.5 (y=12.0](1005] Brg.# 1 VeI.R. -6.3 plf 0or.R• 1.8 plf [MWFRS ASCE Perp/R+-][0C 24.001{DP 1.601 [NM 1) Repetitive Factors Used: Yes -10 PLF @ 4.1 to -10 @ 7.2 (y=12.0][10081 10 PLF @ 1.0 to 10 @ 4.1 [y=15.0]1 081 12 PLF @ 0.1 to 12 @ 14.5 ]y=10.0]11005] 10 PLF @ 4.1 to 10 @ 7.2 (y=15.0]( 051 10 PLF @ 7.2 to 10 @ 14.5 [y.15.011 05] -30 PLF @ 1.1 to -30 @ 4.1 L [y=12.0)1100%] 10 PLF @ 0.0 to 10 @ 14.5 ]y= 5.8][ 0%1 -10 PLF @ 7.2 to -10 @ 14.5 1y=12.0]1100%] Brg.# 1 Ver.R. 17.9 plf Hor.R= 1.8 plf (MWFRS ASCE Perp/R-+] (0C 24.001 [DF 1.601 (NM 11 Repetitive Factors Used: Yes -52 PLF @ 4.1 to -52 @ 7.2 ]y=12.0][1008] 10 PLF @ 1.0 to 10 @ 4.1 [y=15.0)1 05] -12 PLF @ 0.1 to -12 @ 14.5 1y.10.81[1008] 10 PLF @ 4.1 to 10 @ 7.2 (y=15.0]1 08] 10 PLF @ 7.2 to 10 @ 14.5 ]y=15.0]1 05] -30 PLF @ 1.1 to -30 @ 4.1 L (y=12.0]1100%] 10 PLF 00 0.0 to 10 @ 14.5 ]y= 5.8]( 081 -52 PLF @ 7.2 t0 -52 @ 14.5 [y=12.0]11008] Brg.# 1 Ver.R. -36.0 plf Bor.R. 1.8 plf [MWFRS ASCE Perp/R--) 100 24.00] (DF 1.60] (NM 11 Repetitive Factors Used: Yes -52 PLF @ 4.1 to -52 @ 7.2 [y=12.0]11008] 10 PLF @ 1.0 to 10 @ 4.1 1y=15.011 081 12 PLF @ 0.1 to 12 @ 14.5 )y=10.8)1100%) 10 PLF @ 4.1 to 10 @ 7.2 (y=15.0]( 08] 10 PLF @ 7.2 to 10 @ 14.5 [y=15.0]1 08] -30 PLF @ 1.1 to -30 @ 4.1 L [y=12.0)1100%) 10 PLF @ 0.0 to 10 @ 14.5 [y= 5.8]( 08] -52 PLF @ 7.2 to -52 @ 14.5 [y=12.0]1100%] Brg.# 1 Ver.R. -11.8 plf Hor.R= 1.8 plf [MWFRS ASCE Parl++]100 24,001 (DF 1.60) [NM 1] Repetitive Factors Used: Yes -10 PLF @ 4.1 to -10 @ 7.2 [y=12.01[1008] 10 PLF @ 1.0 to 10 @ 4.1 (y=15.0]1 08] -12 PLF @ 0.1 to -12 @ 14.5 [y=10.8111008] 10 PLF @ 4.1 to 10 @ 7.2 ]y.15.01[ 081 10 PLF @ 7.2 to 10 @ 14.5 )y=15.0]1 08) -10 PLF @ 1.1 to -10 @ 4.1 L [y=12.0]1100%] 10 PLF @ 0.0 to 10 @ 14.5 (y. 5.8)1 081 -10 PLF @ 7.2 to -10 0 14.5 [y=12.0](1008] Brg.# 1 Ver.R. -2.3 plf Hor.R= 0.6 plf [MWFRS ASCE Parl+-][00 24.00]1000 1.60](NM 1] Repetitive Factors Used: Yes -10 PLF @ 4.1 to -10 @ 7.2 ]y.12.0)11008] 10 PLF @ 1.0 to 10 @ 4.1 (y=15.0]1 081 12 PLF @ 0.1 to 12 @ 14.5 [y.10.8][100%] 10 PLF @ 4.1 to 10 @ 7.2 [y.15.0]1 081 10 PLF @ 7.2 to 10 @ 14.5 (y=15.0]1 05) -10 PLF @ 1.1 to -10 @ 4.1 L [y=12.01(1001] 10 PLF @ 0.0 to 1D @ 14.5 ]y. 5.8][ 09) -10 PLF @ 7.2 to -10 @ 14.5 1y=12.0111008] Brg.# 1 Ver.R= 22.0 plf Hor.R. 0.6 plf [MWFRS ASCE Par1-+](0C 24.00)]D00 1.60] [NM 1] Repetitive Factors Used: Yes -52 PLF @ 4.1 to -52 @ 7.2 (y=12.0][1008] 10 PLF @ 1.0 to 10 @ 4.1 1y=15.0]1 08] -12 PLF @ 0.1 to -12 @ 14.5 1y=10.8][10081 10 PLF @ 4.1 to 10 @ 7.2 (y.15.0(1 0%) 10 PLF @ 7.2 to 10 @ 14.5 (y15.0]1 08] -52 PLF @ 1.1 to -52 @ 4.1 L (y=12.0)(1005) 10 PLF @ 0.0 to 10 @ 14.5 )y= 5.8][ 08] -52 PLF @ 7.2 to -52 @ 14.5 (y.12.0)(1008] Brg.# 1 Ver.R= -40.4 plf Hor,R. 3.1 plf [MWFRS ASCE Parl--][0C 24,00)(DF 1.001114M 1) Repetitive Factors Used: Yes -52 PLF @ 4.1 to -52 @ 7.2 [y.12.01110091 10 PLF @ 1.0 to 10 @ 4.1 1y=15.011 05] 12 PLF @ 0.1 to 12 @ 14.5 ]y=10.8](1008) 10 PLF @ 4.1 to 10 @ 7.2 (y=15.011 081 10 PLF @ 7.2 to 10 @ 14.5 (y=15.01( 081 4Stfailirt•t •••ANCHORAGE AND �; LATERAL BRACING • ••••••• •••• THIS IS A DANGEROUS CONDITION SHEATHING COMPRESSION IIEBS,� BEFORE AND AFTER BUCKLING. CONTINUOUS LATERAL BRACING (CLB) MAINTAINS SPACING, BUT PERMITS LATERAL BUCKLING OF ALL WEB MEMBERS -AT THE SAME TIME. BEARING FOR TRUSSES • • • • F•4 • • •• • • • TO •HEV W'i THIS : • FAILURE ANCHOR OR RESTRAIN THE LATERAL•BA•ACINGgI • • i • •••••• • • • • • • USE 1i'RODtSI;bWA•IA : FIG. 2, 3A & 3B, OR ANOTHER STRUCTURALLY SOUND METHOD SPELIrt>,D BY PROFESSIONAL ENGINEER OR ARCHITECT. • • •• •• •• •• . FIG. 2 ANCHORAGE BY BUILDING DESIGNEE (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). ANCHORAGE (BY BUILDING DESIGNER) WTO SOLID END APPROX. WALL — RESTRAINS LATERAL 45 BRACING, THEREBY PREVENTING WEB BUCKLING. FIG. 3A DIAGQNAL_ BRACE RESTRAINT (DBR) WITHIN THE UNIT (3A & 313) CIR COMPRESSION WEB CLB • • •, • • THE DRAWING BELOW (FIG. SH) SHOWS HOW TO RESTRAIN THE CO.IITINUOUS LATERAL BRACING (CLB — �). WHEN ANCHORAGE j! 'NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL 'RACE RESTRAINT (DBR —=}) MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED. DIRECTLY TO • • • • • ',THE CLB OR TO THE WEB OPPOSITe THE CLB. USE THE SAME • *NAILING SHOWN IN FIG. 3A. • •• •• • • ••• FIG. 3B EXAMPLE TRUSSES SHEATHING f r COMPRESSION WEB, CEILING— \ : ❑ DBR MAY TRAVERSE MORE THAN ;TWO TRUSSES, DEPENDING ON TRUSS HEIGHT. SLOPING OR VERTICAL OR WEB NEEDING BRACING. 2X4 #3 OR STUD GRADE DBE NAILED TO OPPOSITE SIDE OF WEB AND , REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) l6d COMMON (0.162' X 3.6',MIN) NABS. Building Components Group Inc. Eadh City, MO 63045 -ELRlalla- READ AND 101]43N LIL NOUS ON VIM .6ffi11 Tr... regain =dram. Dere to fabricating. handling..blpptrg, ta.t.nlag aid bruin. Rotor t0 end Jaw BGS (D8!34g Component Safety lnformatl0q by SPI and V!CA) for safety practice. prior to ;adorning these tnnatfa0. installers OAS prmfd• tanza br olag per ECM. Dolor noted .thar.Aea. tap =bard .hell have properly attached .trootanl pan cad betta0 Dead .esti bare a properly attached rigid ceiling. locations .born for permanent .t.- 1 restraint of web. dell bat. tralag Installed pr I8C31 mations 83 k 87. ees the job's moral natel, page for more Information. • MIPORTANS" mom COPT 0r ran DEMON T0 D9fAl1e1S10HvOF7RLQTOL. 717 Daftdmg Iknapononie Oroup bra. (yf�000) .bell not b. trpemdbla for ..y d.,i.tlon from. th!. dolga eery 1.Dms b band th. trod to oo0famam. with 7PL or febrteattog. Dandling..blpping. tnMalltng k treeing of ire.... 1flIDC0 oana.etar plates are tn.da N 00/16/1e0► (If.D/tl/L) 137Y LOSS grads 8//40/60 /5.0) gales Nest Apply Nates to sash, fans N iron, posttoa.d ..bown above and on Mat DNI.. .eel on the dra.trg or Dora page Indicates aeeentama and prNulonal engtaeertag ra.pmelb1bty edgily .f'or.pthhe tram oompo.o.tt�d dips awns. TD..ef/taa b715ty and sae of t. oompaaaot for say bo!]dlna . Ma 7R—EW'M...ty it.bdg.eoil 7P1:....lpin ea AI" I t7Cl ww7 .bo6 6 0Rq.Oom: ICC nrw.feowle.erg REF BRACE RESTRAINT DATE 1/1/09 DRWG BRCLBANC0109 GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCSI Guide to Good Practice for Handling. Installing. Restraining & Bradngo of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the $CSI -B3 Summary Sheet - Permanent Restraint/Bracing gf Chords & Web mhers for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ningtin modo que identifique la frecuenda o localization de restriction lateral y arriostre diagonal temporales.:Use las recomendadones de manejo, instalation, restriction y arriostre temporal de los trusses. Vea el folleto 3CSI Guia de Buena Practice para el Manejo. Instalacion, Restriction v Arriostre de los ■ ._ u.. -r. .14at... t. •I.. d• u r para informadon mas detallada. Los dibujos de diseno de los trusses pueden espedficar las localizadones de restricdon lateral permanente o refuerzo en los miembros individuales del truss. Vea la hoja resumen )SCSI -B3 - Restriction/Arriostre Permanente de Cuerdasy Miembros Secundarios para mas informadon. EI resto de los disenos de arriostres permanentes son la responsabilidad del Disenador del Edifitio. The consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, levantamiento, instaladon, restricdon y arrisotre incorrecto puede ser la cauda de la estructura o air peor, heridos o muertos. Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING - MANE]O Avoid lateral bending. — Evite la flexion lateral. Use special care in windy weather or near power lines and airports. Utilice cuidado espedal en dfas ventosos o cerca de cables electiicos o de aeropuertos. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. QI Warning! Don't overload the crane. iAdvertencia!iNo sobrecarga la gnia! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo los empaques para levantar un paquete. No levante un grupo de empaques individuales. A single lift point may be used for bundles with trusses up to 45'. Two lift points may be used for bundles with trusses up to 60'. Use at least 3 lift points for bundles with trusses greater than 60'. Puede usar un solo lugar de levantar para paquetes de trusses hasta 45 pies. Puede usar dos puntos de levantar para paquetes mas de 60 pies. Use por lo menos tres puntos de levantar para paquetes mas de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACIUN POR LA MANO DE TRUSSES INDIVIDUALES QWarning! Do not over load supporting structure with truss bundle.. ':`.IAdvertenda! No sobrecargue is estru apoyada con eipaquete de trusses. - Place truss bundles in stable position. Ruse paquetes de trusses en una posi estable. .ti% Trusses 20' or less, sup- port at peak. Levante del pico los trusses de 20 pies o menos. - • E-. Trusses up to 20' -> Trusses hasta 20 pies Trusses 30' or less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o menos. E Trusses up to 30' Trusses hasta 30 ple HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDU FA Hold each truss in position with the erection equipment until top chord temporary lateral rest is installed and the truss is fastened to the bearing pojnts. • Sostenga cada truss en position 6pn equip de grim :Al¶t12}a restriccii rllegl rmporal t cuerda superior este instalado y N truss este asegurado en los soportes. • •• • •••• • ••••••— ' t • _• Spreader bar for truss 0 Warning! Using a single pick-poirit St t mak can damage the truss. iAdvertenda! El use de un solo lugaripiri levantar en el pico puede hacer deno al truss. The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista tiene la responsabilidad de redbir, descargar y almacenar adecuada- mente los trusses en la obra. Use proper rig- ging and hoisting equipment. Use equipo apropiado para levantar e improviser. • • •• •• HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES •••••• • • • RECOMENDACIONES PARA LEVAffrAR TRUSSES INDIVIDUALES • • • • • •• • •• • • • • • •• •••• • • Tagline —•r.T.STRfar� T°aln ►��Toei*" • • t lend E •• TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Tagllne Spreader bar 1/2 to r 2/3 thus length TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar above Or stiftback mid•height Attach 10' 0.0. max If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. Tagline KNDo not store For trusses stored for more than one week, unbraced bundles cover bundles to prevent moisture gain but upright allow for ventilation. Refer to DCSI Guide to Good Practice for Handli g Installing. Restraining & Bracing . u- . • .k- .u:.t:,o. k... r - for more detailed information pertaining to handling and jobsite storage of trusses. No almacene verticalmente los trusses sueltos. Spreader bar 2/3 to 3/4 buss length TRUSSES UP TO AND OYER GO' TRUSSES HASTA Y SOORE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL QRefer to $CSI -B2 Summary Sheet - Truss Installation & Temporal Restraint/Bracing-for more information. Vea of resumen BSI B2 -:Restriction/ Arriostre Temporal v Instaladon de los Trusses para mas informadon. Locate ground braces for first truss directly in line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las files de restricdon lateral temporal de la cuerda superior (vea la table en la proxima columna). Si los trusses estaran guardados horizon- talmente, ponga bloqueando de altura suficiente detras de la pila de los trusses. Para trusses guardados por mas de una semana, cubra los paquetes para prevenir aumento de humedad pero permita venti- lation. • Vea el folieto )SCSI Guia de Buena Practice para el Manejo. Instaladon. Restriction v Ar- riostres de los Trusses de Madera Conectedos con Places de Metal para information mas detallada sobre el manejo y a!macenado de los trusses en area de trabajo. Do not store on uneven ground. No almacene en tierra desigual. Top LateralChord RestraintTemp ` 44\\ - ti \2x4 min. Brace first truss �— securely before erection of additi trusses. Do not walk on unbraced Naf trusses. No camine en trusses sueltos. • • ••• • • •••• •• •• •• •• • •• ••• • •.• . • . • .•••• CLB WEB EBI 4.c 1 E SUBSTITUTION •• •• • • THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING CLB • IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB • • BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED :IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. ••• • T— . • BRACLNG•,. .. • •. • • C1R . • • Ir—BRACING: •• • • • • • • ••• • • • • ••• ••• • • WEB MEMBER SIZE SPEC1111r:D CLB BRACING r ALTERNATIVE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS , 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS . 2X8 2-2X8(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN 'WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. ••• ••• ••• • APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN • • i•O•ttix 3� ii11j• RAMS. . MINtIMYM•80% GE 'WEB MEMBER LENGTH T—BRACE OR L—BRACE D< X T—BRACE L—BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 1Od BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH /I • Bullding Components Group Inc. Earth City, MO 63045 •'TARlmlO•• RAD AND POMMY 117. NC= ON T® A>UD ?roam r.grhe ealrame ear. m .l bT) aU g, handling. shipping. Installing and kudos. Rotor to end teller DCA (Dvfdtag Component Ba:e information, by WI .m 1YC1) for safety m.atb.. prier to prlermtng tb... limetpsoe�prp.a �y att .b.� pawl*• t*am�r hr.emg DCA. lama mbd top Wheal .b.D h.r. times .tl.eh.d .trretm.1 p.o.f. d bottom *webs Mall her.. prop 4y .tlaebed sDO raja Ina.tlex.-.hora for o bm.amt Mistral page for et webs Ma har. br.emg installed per DOE esouea. 13 k 17. 6me this yob's general nate, pap 70r mer. mlormdma •• IPORTIN7•j 1V01 1 COPY or nos Det To 00451LIT70 CONTACIOI. IW t3=18.00=: arbwmnl100s.n.lOD) .rh .TPtb.bm:10 wAa .hlupwuon tram. .watt/4 *. tracing e1 Immo. WW1= *sinter plata@ ars made .1 10/1t1/1W► (0,0/11/0) 187)1 1666 pad. 117/40/60 (0/0/8.3) rg..lpvr Mad. Appy plates to each Sam of tram positioned as .bora above and on taint Details. A meal an this dr..mg or moor page t.dlnates . o.ptam..nd prom.dend .ngin..emg mayeadldllty .y.y tar the Mom oomyeaaot assign .lo... h..mt.wOttp ..d r.. of twts eompoa.nt for any building m Uu r..pmdb1Dy al th. R*Nma Dade r pv/817/701 1 D•a .. 0MITT HCo: rrvilrbel.eem; 7PL v v.tpmat.eem; :¢L rrr..bemd..lq.eom; 7CC:.rb boeal.,otg TC LL TC DL BC DL BC LL TOT. LD. DUR. FAC. SPACING PSF REF CLB SUBST. PSF DATE 1/1/09 PSF DRWG BRCLBSUB0109 .PSF PSF • DLININSTALLING,, RESTRAINING.AN CING OF TRUSSES (2006 EDITION) STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES 10 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 u trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). -5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los arriostres de Cierra. 2) Instale el primero truss y ate seguramente al arriostre de tierra. 3) Instale los proximos cuatro trusses con restriccion lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los pianos de los miembros secundarios para estable los primeros cinco trusses (vea abajo). 6) Instale la restriccion lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses este nJexelados. QRefer to SCSI -B2 Summary Sheet -Truss Installation & TemooraryRestraint/Bracingfor more information'. Vea el resumen- informacion. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restriccion y arriostre es para todo trusses except() trusses de cuerdas paralelas 52;-/y. ?y4x2. CHOR us . .t . 1 _u•Yr -11.•0.•c para mayor TO 1) D — CUERDA SUPERIOR ITruss Span Lqngitud de Tramo Top Chord Temporary Lateral Restraint (TCTLR) Spacing Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' Hasta 30 pies 10' o.c. max. 10 pies maximo 12" 30' to 45' 30 a 45 pies 8' o.c. max. 8 pies maximo • 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maximo • • • • IP 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. See SCSI -B2 for TCTLR options. -- ,, Vea el SCSI -BZ para las options de TCTLR. t Refer to SCSI -B3 Sum- Mary Sheet - Permanent Restraint/Bradng of Chords & Web Members for Gable End Frame restraint/bradng/ reinforcement information. Para Information sobre restriccion/arriostre/refuerzo para armazon de hastial vea el resumen $CSI -B3 - Re- striccion/Arriostre Permanente de Cuerdas y Miembros Secmdarios• 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Q Refer to BCSI-B7 Summary Sheet - Temoorary & Per- manent Restraint/ Bracing for Parallel Chord Trusses for more information. Vea el resumen SCSI -B7 - Restric- tion y Arriostre Temporal y Permanente de Trusses de Cuerdas paralelas para mas information. 10' or 15' Diagonal Bracing Repeat Diagonal Bracing / every 15 (30') r Apply Diagonal Brace to �-- vertical webs at end ofI cantilever and at bearing All Lateral Restraints locations. lapped at least two trusses. *Top chord Temporary Lateral Restraint spacing shall be t0' o.c.. max for 3x2 chords and 15' o.c. for 4x2 chords. INSTALLING — INSTALACION nI Tolerances for Out -of -Plane. !J Tolerancias para Fuera-de-Plano. TA Length -� Max. Bow Max.'Bow -4— Length --► Max_ Bow - LiF Length ( Tolerances for 1Y= i( .1 Out -of -Plumb. Tolerancias para Fuera-de-Plomada. D/50 max g Plumb bob Out of Plumb: D/50 D (ft) 1/4" 1' 1/2" 2' 3/4" 3' 1" 4' 1-1/4" 5' 1-1/2" 6' 1-3/4" 7' 2" 58' CONSTRUCTION LOADING — CARGA DE CONSTRIICCIOW QDo not proceed with construction until alalateral jestraint and • bradng is securely and properly In place! • • •• • • No proceda con la construction hasta que todas las restric- • • dones laterales y los arriostres esten colEcdebb• a't forma • apropiada y segura. Do not exceed maximum stack heights. Rtlf& baBCSI-B4 • Summary Sheet - Construction Loading Rl‘rine•IRrormatior: • No exceda las maximas alturas recomerils• re el rest BCSI-B4 Caroa dCo e nstruction para mayorintorrriadon. •• •• • QRepeat diagonal braces for each set of 4 trusses. Ground bracing not shown for clarity. LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIACONAL SON MUY IMPORTANTES! Web Members Repita los arrisotres diagonales para sada grupo de 4 trusses. a iagonal Bracing 3.1 .\ 1I\ i0'-15' max. Same spacing as bottom. chord Lateral Restraint 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. ,�- Bottom chords Bottom chords Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 4_;- 1o'-1s�. Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members max. not shown for clarity. K1Do not overload small groups or single Busses • • No sobrecargue pequefios grupos o trusst sSndividluales. tcl Never stack materials near a peak. Nunca amontone material cerca del pica. Place loads over as many trusses as possible. • Out of Plane Max. - Bow Truss Length 3/4" 12.5' 7/8" 14.6' 1 16.7' . .1-1/8" 18.8' i 1-1/4" 20.8'1 1-3/8" 22.9' 1-1/2" 25.0' 1-3/4" 29.2' 2" 533.3' '*Maximum Stj�.•rlltu:. .'.. for Mstirtal on Tcuoj.i'- ,1 '. w •laterial r•• I ,Ight .•.... Gypsum Board . 12" • Plywood or OSB• I • • • •1r Dalt Shingles 6 6 2 bundles Circrete Bock 6 • • • • • IP cloy Tile • • •3S (leis high • • • ••• • • • •• ic Coloque las cargas sobre tantos trusses como sea posible. 1 /I Position loads over load bearing walls. L_! Coloque las cargas sobre las paredes soportanbes. Toss bracing not ALTERATIONS — ALTERACIONES shame for clarity. & Refer to BCSI-B5 Summaot'lacer - Truss Damage. )obsite Modifications & Installation Errors Vea el resume" OCSI-B5 Da"nos de trusses, Modificadones en la Obra v Errores de Instaladon, 0o not cut, alter, or drill any structural member of a truss unless spedflcally permitted by the Truss Design Drawing. No torte, altere o perfore ningtin miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcdon o han sido alterados sin una autorizadon previa del Fabdcante de Trusses, pueden redudr o eliminar la garantia del Fabricante de Trusses. NOTE: The muss Manufachxc and Toss Designer rely on the presumption that the Contractor and sane operator (B applicable) are professional wkh the capabily to undertake the work they have agreed to do on any given project. If the Contractor believes It needs assistance in some aspect of the construction project, 3 should seek assistance from a competent party. The methods and procedures outlined 1* this document are intended to ensue that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, kstaBing, restraining and bracing tosses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, bol must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Contractor. R is not intended that these remmmendatlo s be interpreted as supe or to the Bustling Designer's design speWnation fo handang. IrWalpng, restraining and bracing bums and it does not preclude the use of otter equivalent methods for restrainlng/braci g and providing stability for the watts, columns, floors, roofs and as the interrelated strhcMal building components as determined by the Contractor. Thus, WTCA and TPI expressly disclaim any responsibility for damages arising from the use, applicatkm, or reliance on the recommendations and information contained herein. WICK a..aahw...m.. 6300 Enterprise lane • Madison, WI 53719 608/274.4849 • www.s[xjrdtstry.rmn TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 703/683-1010 • www.tpinstorg BIWARN11x17 20061115 0 t0 N 0 0 W Z 0 STEPDOWN. HIP.aORbNE,R �EZ•DETAIL • • • • 1,-0" CORNER JACKS 2'-0" 2'-0" 2'-0" 2'-0" NOTES: 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING • CONNECTION BY OTHERS. 3, WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS -2005 w•• • • • • • • • • • • • • • e • • • •1 • • • 1 • • , • • a •• ••• •a • •• • • • • • • • •• • • • • • ••• • •• • • ••• ••. ••** (3) 16d (0.162"x3.5") TOE—NAILS * (2) 16d (0.162"x3.5") TOE—NAILS 11d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED .INS PLACE OF• 16d TOE -NAILS UP TO THE MAXIMUM REACTIONS SHOWN BELOW. • E3) NAILS: R=260# U=345# ti) NAILS: R=390# U=520# TRUSS PLATES AND LUMBER AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGNS. END JACK onfARNUIOr READ AND 101LOII ALL NOM ON TEM SEEM Drums require eetreme care in fabricating, handling, shipping, installing and bracing. Refer to and know DCSI (Building Component Safety information. by SPL and 11TCA) for safety practices prior to performing these functions. Iadaflers shall provide temporary braotag per D. Unless noted otherwise, top chord .ball hare prop ily attached structural panels and bottom chord shall have a properly attached liedOaUtng. LooattSSoonss__ shown for permanent lateral restrelnt of web shall have bracing installed per B.M. *actions BSC B7. See this job's general notes page for mon information. IMPORTANT.* FURNISH COPY 07 THIS DIMON 70 IR81ALIJIION CONTRACTOR. ITT Building Compensate Croup Ina (=BCC) shall not be nayeodble for any deviation from this dolga. any failure to build the truss in conformance with TPI. or fabricating, handl shipping. metalling & bracing of truces. LTTBCO oonneotor plates are made of 20/18/1611A (I,D/B/14 AB711 ASSS grade 217/40/8O (l /N/B.3) gain. etaaL Apply plates to sash fees of truss, positioned u shown above and on Joint Details. A seal as tide dressing or oorar page indical. aooeptanes and irotesdonal engineering responsibility solely for the truss eompment design shorn. The sattehUky and use of this oompoaent for any building is the e—B0C: Sty yf1—INXb theBoBdlne Designer per AN91/Tp1 1 ileo. 2. wwwitwbog.oam; 7101: www.tplnatoom: TTf.'A. www.abofndnstryoom: WC: wwwloosslaorg TC LL 20-30 PSF TC DL 7-20 PSF BC DL - PSF BC LL 10.00 PSF TOT. LD. 37-55 PSF REF DATE 3/21/12 DRWG STEPDOWN HIP DUR. FAC. 1.25 SPACING 2-0-0 HIP GIRDER •• •• CJ5 // • • • • • • •• . • • • •••• • •• •• cue •� •• • w w • a: • r • CJ3 G.* JP ;Q CJ1 / �` s2s/ r- UY M U in UP Di WI 1,-0" CORNER JACKS 2'-0" 2'-0" 2'-0" 2'-0" NOTES: 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING • CONNECTION BY OTHERS. 3, WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS -2005 w•• • • • • • • • • • • • • • e • • • •1 • • • 1 • • , • • a •• ••• •a • •• • • • • • • • •• • • • • • ••• • •• • • ••• ••. ••** (3) 16d (0.162"x3.5") TOE—NAILS * (2) 16d (0.162"x3.5") TOE—NAILS 11d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED .INS PLACE OF• 16d TOE -NAILS UP TO THE MAXIMUM REACTIONS SHOWN BELOW. • E3) NAILS: R=260# U=345# ti) NAILS: R=390# U=520# TRUSS PLATES AND LUMBER AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGNS. END JACK onfARNUIOr READ AND 101LOII ALL NOM ON TEM SEEM Drums require eetreme care in fabricating, handling, shipping, installing and bracing. Refer to and know DCSI (Building Component Safety information. by SPL and 11TCA) for safety practices prior to performing these functions. Iadaflers shall provide temporary braotag per D. Unless noted otherwise, top chord .ball hare prop ily attached structural panels and bottom chord shall have a properly attached liedOaUtng. LooattSSoonss__ shown for permanent lateral restrelnt of web shall have bracing installed per B.M. *actions BSC B7. See this job's general notes page for mon information. IMPORTANT.* FURNISH COPY 07 THIS DIMON 70 IR81ALIJIION CONTRACTOR. ITT Building Compensate Croup Ina (=BCC) shall not be nayeodble for any deviation from this dolga. any failure to build the truss in conformance with TPI. or fabricating, handl shipping. metalling & bracing of truces. LTTBCO oonneotor plates are made of 20/18/1611A (I,D/B/14 AB711 ASSS grade 217/40/8O (l /N/B.3) gain. etaaL Apply plates to sash fees of truss, positioned u shown above and on Joint Details. A seal as tide dressing or oorar page indical. aooeptanes and irotesdonal engineering responsibility solely for the truss eompment design shorn. The sattehUky and use of this oompoaent for any building is the e—B0C: Sty yf1—INXb theBoBdlne Designer per AN91/Tp1 1 ileo. 2. wwwitwbog.oam; 7101: www.tplnatoom: TTf.'A. www.abofndnstryoom: WC: wwwloosslaorg TC LL 20-30 PSF TC DL 7-20 PSF BC DL - PSF BC LL 10.00 PSF TOT. LD. 37-55 PSF REF DATE 3/21/12 DRWG STEPDOWN HIP DUR. FAC. 1.25 SPACING 2-0-0 Valley Detail. - ASCE 7.-1.01 180 mph, 30'• Mean Height, Partially Enclosed, Exp, C, Kzt=1,00 • ••• •0•+• ••• Unit ss SpecifIeel on engineer's seated design, apply 1x4 'T' brace, 80% • • dengtin Of VWb„sane species and SRB grade or better, attached • • •VItP1 8d' box* (e,!r3' x 2.5') nails at 6' o.c., or continuous lateral bracing, equally spaced, for vertical valley webs greater than 7'-9'. Top Chord 2x4 SP #2N, SPF #1/#2, DF -L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF .#1/#2, DF -L #2 or better, w)K Attach each valleyto every supporting truss with' 560# connection or with (1) .ITWBCG HA4 or HA2.5 connector or equivalent for ASCE 7-10 180 mph. 30' Mean Height, Part, Enc, Building, Exp. C, Wind TC DL=S psf, Kzt = 1,00 Or ASCE 7-10 160 Mph. 30' Mean Height, Part. Enc. Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Cut from 2x6 or larger as req'd I r 4-0-0 12 12 Max. r W2X4 F 12 12 Max, r W1X3 W2X4 8=0-0 --- 4X4 __ W2X4 4X' W1X3 W1X3 6-0-0 (Max Spacing) • • •• • • • • • • • • • w • 0041 000 ••• • Top chord of truss beneath valley set must be braced with' properly attached, rated sheathing applied prior to valley -truss •• • • •Insiallatian, •• • • • • I'uR"lfl'ys Sat 24'; o.c. or as otherwise specified on Engineer's seated design. s• • • • ❑r. • ••• •• By valley trusses used In lieu of purlin spacing as specified on Engineer's sealed design. miosi Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0', yglrticoa oett 10'-0' tall, apply (2) 1x4 'T' braces, 80% length of • web, some. species and SRB grade or better, attached with Gd box (4113: •x 2.5': nplls 2 6' o.c. ++ W1X3 Pitched Cut W2X4 Bottom Chord Valley 16-0-0 W1X3 20-0-0 (++) -1 Supporting trusses at 24' O.C. maximum spacing. Bottom chord may be square or pitched cut as shown, Valley Spacing Square Cut Bottom Chord Valley •v oz(0.G,rg 59 W2X4 W4X4 Stubbed Valley Optional Hip End Detail Joint Detail Vo lie Y S et Comnon T at 2 a 24 o,c u ss o,c es Common Tr usses at 24 ' o,c, Partial Framing Plan 111170 uildiComponents Group Inc. Earth City, MO 63045 ssVARNINGIss READ AND FO.LOV ALL NOTES ON THIS DRAWINGI UINPORTAN is FURNISH THIS DRAVING 71] ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require 'Aran, care In fabricating, handing shepphyqp, Installing and bracing Refer to and follow the latest nation of SCSI Guiding Conponent Safety Information, by TPI and VTCA) for safety practices prior to pert arming these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 33, B7 or 110, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. ••.ITV Busdhp Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to bu0d the truss In conformance with ANSI/TPI 1, or for handing, shipping, Installation L bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. For more Information see .thls Job's general notes page and these web sites. ITVBCG, swe.Itwbcpconl TPI. www.tpinst.orgi VTCA. sww.sbcYndustry.orgl ICC. www.lccsafe.org TC LL 30 TC DL 20 BC DL 10 BC LL 0 TOT, LD. 60 30 15 10 0 55 40PSF 7 PSF 10 PSF 0PSF 57PSF REF VALLEY DETAIL DATE 2/16/12 DRWG VAL180100212 DUR,FAC.1.25/1.33 1.15 1.15 SPACING 24.0' • nen-- Group Southern Pune (0.55 Specific Gratify) PII�� CODE SiMED ht9tBER_ PROOUel' GAf1GE ' - HANGER - HA GER DltaisI0t1._ �a COMMON NPJL TYPE 941M -. ALIDWAELf 130510wD LOADS ' AiIDWABLL UPWARD LUAU: ;LEAH iYfDiT{ � .: DSfALL-09EiiALL F�G}fC - m -.�- � - DEPTH �..� :. _ krAST - .: _. _ .. tAAI%.DURJl . Cti *Mg .: . , . - ... : -.L4:D t)URAiKIN F17 CiOR _ - . .., _ -. 1.... 1.15 125 , 1S : -._ .. a:�..- gas 1.6 AHU2S 1 1/2 18 19116 51/2 2 3/4 0.148-x1.5' 8 0.162'x3.5' 24 3350 3350 3350 3350 1025 1175 1280 130: AHU28 1 1/2 18 1 9/16 6 1/2 2 3/4 0.148`x1.5' 12 0.1625c3.5' 24 3655 4095 4250 4375 1535 1765 1915 206( A80210 11/2 18 19/16 81/2 23/4 0.14851.5' 16 0.162'):3.5' 24 3655 4200 4565 5605 2045 2350 2555 3271 A50126-2 3 18 3 7/16 51/2 51/2. 23/4 2 3/4 0.148'X3.0" 0.148'x3.0' 8 8 " 0.162'X3.5' ` 0.16273.5' 24 24 3350 3655 3350 4200 3350 4375 3350 4375 - 1025 _ 1535 1175 1765 1280 1915 130: 206( AHU2B-2 3 18 3 7/16 A110210-2 3 18 3 7/16 51/2 2 3/4 0.14853.0' 8 0.16253.5' 24 3655 4200 4565 5845 2045 2350 2555 327( A11U46 31/2 18 3 9/16 51/2 2 3/4 41487:3.0° 8 0.162535' 24 3350 3350 3350 3350 1025 1175 1280 130`. A11048 31/2 18 - 39/16 51/2 23/4 4148'x3.0' 8 0.162'x3.5' 24 3655 4200 4375 4375 1535 1765 1915 205( A140410 31/2 18 3 9/16 51/2 2 3/4 _ 0.1485x3.0`8 9240 4162535' 24 3655 4200 _ 4565 5845 2045 2350 2555 327( Southern Pine (0.55 Specific GrrvO•) - - PRODUCT CODE SUPPORTED MEMBER PRODUCT GAUGE HANGER DIMENSION COMMON NAIL TYPE FASTHE S1rL.OWABLE DOWNWARD LOADS ALLOWABLE UPWARD LOADS CLEAR WIDTH PI OINERALL HEIGHT «8) . OVERALL DEPTH «8) JOIST HEADER r LOAD DURATION FACTOR LOAD DURATION FACTOR SIZE QTY SIZE CITY 1 1.15 1.25 1.6 1 1.15 1.25 1.6 AGUS26 1 1/2 12 1 5/8 5 7/16 41/4 41485(1.5' 24 . 0.162565' 30 4925 5035 5035 5035 2700 2700 2700 2700 AGUS28 11/2 12 1 5/8 615/16 41/4 0.148915' 30 0.152761.5 40 6555 7410 7410 7410 3485 3485 3485 3485 AGUS210 11/2 12 1 5/8 815/16 41/4 0.148'x1.5' 38 0.16253.5' 50 8210 8865 8865 8865 5035 5035 5035 5035 AGUS212 1 1/2 12 1 5/8 1015/16 41/4 0.1485x15' 46 0.162965' 60 9240 9240 9240 9240 6455 6475 6475 6475 AGUS26-2 • 3 12 3 1/8 5 7/16 4 1/4 0.148'x3.0' 24 4160x35` 30 4925 5035 5035 5035 2700 2700 2700 _ 2700 AGUS28-2 3 12 31/8 615/16 41/4 0.14896.0' 30 0.1623.5" 40 6565 7410 7410 7410 3485 3485 3485 3485 AGUS210-2 3 12 3 1/8 815/16 41/4 0.14853_0' 38 0.162565' 50 8210 8865 8865 8865 5135!_ 5035 5035 5035 AGUS212 2 3 12 3 1/8 1015/16 41/4 0.14856.2' 46 0.162535` 60 9240 9240 14 924Q Ilk 9240 • 6455 6475 094751.9475 AGUS26-2i 3 12 3 7/16 5 7/16 41/4 414856.0' 24 0.162`a5" 30 4925 5035 X35 • 5035 •2980•2700 2700%62700 AGUS28 2T 3 12 3 7/16 615/16 41/4 0.14853_0" 30 0.162'x35' 40 6565 7410 0 "ft . • • 7410 •3'!105• 3485 •34150 13485 AGUM10-21' 3 12 3 7/16 815/16 4114 0.14856.0° 38 0.15296.5° 50 8210 8865 ' Mt" 8865 5095 5035 •5135 5035 ' AGUS212 2T 3 12 3 7/16 1015/16 41/4 0.148531' 46 4162'x35' 60 9240 9240 a V4 ° 1 9240 64€91, _ 6475 •6475 9175 AGUS46 31/2 12 3 5/8 5 7/16 41/4 0.148'x3.0" 24 0.1625:3.5' 30 4925 5035 Sett • * 5035 4 2700 2700 agqu1» 62700 AGUS48 31/2 12 3 5/8 615/16 41/4 0.14856.0' 30 416296.5' 40 6565 7410•l • • 7410 1 i •3j 89' _ 3485 •)4S, o 3485 AGUUS410 31/2 12 3 5/8 815/16 41/4 414856.0' 38 0.162X3." 50 8210 i 8865 ♦Ur 8865 4 5099' 5035 •SOl3 011035 AO xz -31/2_ 12 35/8 1015/16 41/4 0.14853.0'46 4162565' 0"(1 9240 9240 �•5035 : 9240 645 6475 647 6-."75 AGUS26-3 41/2 12 4 5/8 , 5 7/166 41/4 414856.0' 24 0.162X3.5' 30 4925 6565 5035 7410 ! ' 741,1• • 5035 Z 7410 " aMre 3485 • 2700 3485 0 !WWO' •3485 • 10.700 5485- AGUS28-3 ' 41/2 12 4 5/8 615/16 41/4 0.148561 ' 30 , 0.162'" x3. 40 AGUS210-3 41/2 12 4 518 815/16 41/4 0.148531' 38 416253." 50 8210 8865 5 8855 • 5 t 5035 '5035 !!(035 AGUS212 3 412 , 12 4 5/8 1015/16 41/4 414853.0' 46 0.16256.5 ' 60 ' 9240 9240 9240 9240 6458. 6475 6475 6475 AGUS28-3T 4 1/2 12 5 5 7/16 4114 0.1485;3.0' 24 0.16256.5" 30 4925 5035 5035 5035 2700 2700 2700 2700 AGUS28-37 41/2 12 5 615/16 41/4 0.1485:3.0` 30 0:160x3.5-...40 6565 7410 7410 7410 3485 3485 3485 3485 AGUS210-37 41/2 12 5 815/16 1 4114 0.148'x31" 38 0.162°X35" 50 8210 8865 8865 8865 5035 5035 5035 5035 AGUS212-37 41/2 12 5 1015"16 1 41/4 414856_0' 46 0.162"..3.5" 60 9240 9240 9240 9240 6455 6475 6475 6475 10d x 1-112 Flails are 0.1438` x 10d Corrnnen Nails are 0.148" x 8.(7 16d Con-nnon toads are 0.162` n 3.5' c-v-ALJA IDN REPORT FOR WIN BCG CONSTRUCTION HARDWARE PREPARED FOR FLORIDA ORIDA F _CDU..: t APPROVAL 14979 Selsr :.ber 3, 2016 (Amended O 13,2610 as a mi below) By: S2uart L. Lew"&.,. E., FL #45927 Ira Boadinct c ponei<a Group Par - 1.11 araeMive `yes C€(y, : L 33844 COM 278 STATEMENT OFCOMI'U C 6GUS tear The prcl€ u descrbed in E -is ie crt h' 3 satin in accordca10C with T6 ragremeerrts of the 'Florida Brxi&-ig Cede aid blind to 11e in cor€1pU ncehe Rnrirfa $t:dnirxi C)x1e rstrti t si ire armrd'ncm with ff: cr. f -u- re zri