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659 BEACH AVE NEW HOME 'r ✓�i `` CITY OF ATLANTIC BEACH Ss1 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFR-1200 Job Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY HOUSE 6103 SQ FT Estimated Value: $1,817,778.00 Issue Date: 8/17/2015 Expiration Date: 2/13/2016 PROPERTY ADDRESS: Address: 659 BEACH AVE RE Number: 170118-0000 PROPERTY OWNER: Name: MCGURRIN, JOSEPH J Address: 659 BEACH AVE GENERAL CONTRACTOR INFORMATION: Name: GRIDER CONSTRUCTION INC Address: 2057 VELA NORTE QA GARY C GRIDER Phone: - - PERMIT INFORMATION: UTILITY DEPT.: PUBLIC WORKS: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. All siltation must remain on-site during construction. Pool - WellPoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate pool permit is required. PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Roll off Container Company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right-of-way restoration, including sod, is required. Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $1,340.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $2,680.00 STATE DCA SURCHARGE $64.73 STATE DBPR SURCHARGE $64.73 WATER CROSS CONNECTION $50.00 Total Payments: $4,349.46 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITV OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH G FILE COPY' 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845 MAY 19 Job Address: 6c7P rmit Nu b 5' �f' — /a C�G� SU lUl t N�wr Legal Description f.- K Oe PLAS A! -1 h Parcel# DID© Floor Area of Sq.FL. 16 qct N Valuation of Work$ 1. 0 Proposed Work heated/cooled 1-1 non-heated/cooled JPWL P Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial e;identia If an existing structure,is a fire sprinkler system installed? (Circle one): es No N/ Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: K_k7l r /,V&/j-/AUGrri/G�� `L1✓ Property Owner Information+: Name- Z5� ,C �(9-b MC A-1 Address: City St er. Zip,!Phone lV E-Mail or Fax# (Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: n Company Name: —10 EJ 2 1 Qualifying Agent: i IJ Address: City State-Q0 Office Phone Job Site/Contact Number Fax# State Certification/Registration# Architect Name &Phone# 'ZY r 5 d 4— — rjQ fj Engineer's Name&Phone# G V%&t6 7u Pft li(Z, 2 19 " L49 D Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools,Furnaces,Boilers, Heaters, Tanks and Air Conditioners,etc. 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. I hereb certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type o�work will be complied with whether speci,ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name «^/` ( ti Print Name Befor e Before me this ay f 20 this Day of 20 i eG o aryu is a e of FloridNo ry Publlc Shirley L Graham F� My Commission FF 086990 Expires 02/14/2018 Revised 01.26.10 `S CITE' OF ATL A,NTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: (0 -z5"—/S� Project Address: No. of Units: Commercial Residential ✓ Multi-Family �t New Water Tap(s)&Meter(s) Meter Size(s) 1 New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /J�— 51�(z— /Z 0 0 Water System Development Charge $ ��,uNGL FXtir��. rl-s� Sewer System Development Charge $ Water Meter Only $ �o s 19CI D Reclaimed Meter Only $ Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ 5ej, ay Other $ TOTAL $1 dp APPROVED: Kavle Moore,PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BI'UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Ss� CITE' OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: ,S= 2/-/S Project Address: —p1,Q1,67— No. of Units: Commercial Residential V Multi-Family New Water Tap(s)&Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# IS-,S,F - I ZOD Water System Development Charge $ s T��✓'� w(} Le f�- Sewer System Development Charge $ Water Meter Only $ 4-( 0 Reclaimed Meter Only $ Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ Other $ TOTAL s— APPROVED: Kavle Moore,PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED its e�� Inni� [ eeleGv Ouildirig IDeparihnena: 800 Seminole Road ( APPLICATION NUMBER 1 Atlantic Beach, Florida 32233-54 To be assigned by the Building De Phone(904)247_8826 F 45 g paljment) E--"'ail' building-dept@coab.us 04)X47-5846 �_ Z City web-site: http://www coab.us Date routed: �/ 1406 De artMent peview Applicant.. �ry L!�. required Yes No Pi oiocr- m Tree Administrator — -- tic Works - --- Ic Lltl I I Public Safety Fire Services Review fee $ Dept' Signature Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By date Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: -- APPLICATION STATUS Reviewing Department First Review: ��yy (Circle one.) �PProved. -- rti>omments: ❑Denied. BUILDING PLANNING&ZONING TREE ADMIN. Reviewed by: Second Review: Date: t PUBLIC WORKS Comments: ❑Approved as revised. ❑Denied. - PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICESThird Review: Date: Approved as revised. �penied. Comments: -- Reviewed by: d 07127/40 Date: �i4 Of Atlantic Beach Suildivig Departmeoi 800 Seminole Road APPLICATION NUMBER Atlantic Beach, Florida 32233 MAY (To be assigned by the Building Phone(904) 947-58-)C3 F -5445 20?O Depa"u-nenit) aX ,7 L--"'a" building-dept@coab.us CitY'Aleb-site Iittp//kAAAw.co',j7),,,q [Date routed: APPUCA T900 flM RIEVUEMY /A-M\\qD TRACjKq\MG FOROM ��4�� L'/Z., 14,16 Do artment revi Appfit.ant.- ew require !YeS -/-V4� -nInIstraio -40- Mlnis'r--a' lic Works -- IC Uti III Public safety Fire Services— Review fee $ Debi Signatu,,- Cliher Agency Levies.,or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPLICATIOiy STATUS REI'Vievifing Department (Circle one.) First Review: ElApproved. L�eenied BUILDING -,=-7� -)LANAIING &ZONING TREE ADMIN, Reviewed by: Second Rev Date: ��11- 2 1D ElApproved PUBLIC WORKS Comments.- ❑ieijv: as revised. enied,---- PUBLIC UTILITIES PUBLIC SAFETY Reviewed by.- FIRE SERVICESThird Review: ate Comments: XAPPI-oved as revised. ed. Reviewed by. 1--i Date: City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road 4f4Y 0 (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 ?01� Phone(904) 247-5826 - Fax(904)24 E-mail: building-dept@coab-us za 0 City web-site: http://www.coab.us Date routed. APPLOCAT90N REVIEW AND TRACKING FORM PrOPerty Address. 4f 4, eh— 14 06 De artrraent review re Uired Yes No Applicant: Tree dministrator blic Works—'-- u icutill Public Safety R -ire Services review fee $ ---- Depj Signature91_1" "� Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPLI V9ATION STATUS Reviewing Department First Review: EOeApproved. (Circle one. Comments: DDenied. BUILDING PLANNING &ZONING TREE ADMIN. Reviewed by: Date.- Second Review: S//2 -----------------L�--------- IC WO KS Comments: EjApproved as revised. OlDenied. BLIC UTILI I-S S--7/—/r PUBLIC SAF�TY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ElDenied. Comments: Reviewed by: Date: 'Sed 07/27/-10 City of Atlantic Beach Building Department DIVED APPLICATION NUMBER x;,j 800 Seminole Road (To be assigned b the Buildin % Atlantic Beach, Florida 3223340 -5 45 JUN 2i 2015 J epartment.) Phone(904) 247-5826 Fax( 04 247-5845 4 .r_ ,tt; E-mail: buildin de t coab.us City web-site: httpJ/www coati.us Date routed: Z APPLICATION REVIEW AND TRACKING F GSC4 ®RVQProperty Address: v /� Applicant: ment review required GrR. t �� uildi Yes No ------------ ---------------- Planning &Zonin Project: _-� S�ii Tree Administrator _ ublic Works Public Utilities e y --- Fire Services Review fee $ 5_0 Dept Signature X_t�' Other Agency Review or Permit Required Review or Receipt erified Florida Dept. of Environmental Protection of Permit VBy Date_-- Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS _ Reviewing Department First Review: Approved. []Denied- BUILDING one.) Comments_ BUILDING PLANNING&ZONING Reviewed by: l � TREE ADMIN. Date: ► Second Review: ElApproved as revised. []Denied. LIC WOVK Comments: PUBLIC UTILITIES kzs_, P ELIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: 2evised 07/27/10 s CITY OF ATLANTIC BEACH r , Building Department j 800 Seminole Road Un.l Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application #.1215Q / S'- S p R_ /2 C) Property Address: S Beoc- Allam Applicant: s,g r' r i c-1,-✓- Project: S This permit application has been: ED. Approved Reviewed and the following items need attention: � �► •r f -�/�� rn�crlva� �: � �� crr 'hPr Ca/mss_ -f n.�P�S tO S i n a'/� o✓i I k-e ry S c�cr -e Iv�eo� a Copy Q6,P ocvmPn �-s Please re-submit your application when these items have been completed. Reviewed By: 171 Date: City of Atlantic Beach Building Department APPLICATION NUMBER ,. 800 Seminole Road (To be assigned b the Buildin e ;•' Atlantic Beach, Florida 32233-5445 ' partment.) Phone(904)247-5826 - Fax(904)247-5845 riP110 E-mail: building-dept@coab.us City web-site: http://wvvw.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address:�VV� v GrR. 1ment review required Yes No Applicant: uildi Planning &Zonin Project: S ... Tree Administrator ublic Works Public Utilities e Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: TREE ADMIN. Date: Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 BUILDING PERMIT APPLICATION Q � D ° CITY OF ATLANTIC BEACH FILE CO3"Y JUN 2 - 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845Zvi Job Address: Permit Number: -SFie--1.206 Ire Legal Description Lok LI &Wt,LS pg-t iva 3 64 Ow " vA I' is arcel# ` S� — 06)60 Floor • a o q. t. ��t' Valuation of Work$ 77 Proposed Work heated/cooled /0.3 non-heated/cooled 613"2 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial �l If an existing structure,is a fire sprinkler system )Installed? (Circle one): Yes No N/A Florida Product Approval# ,, For multiple products use product-approvalorm ryoper�vt 6_Who-1_j9 y Describe in detail the type of work to be performed: 6 7-Z �� /s �flY��/JC.�S ��'L� [-� -e n, v _ Property Owner Information: Li Name: c� 5 Y ► \G ,J`/'�v� Address: City State"ip 712 Phone O E-Mail or Fax#(Optional) Contractor Information: �7 �, J: (�' D V (�YCJ—S� Company Name C61t"Ai?=VG Qualii g A ent: Y C,7'r,�� Address:•0 `t City__,- 494!g _ State Zip 1522aa Office Phone Job Si e/C,on act Number E1 9 Fax# State Certification/Registration# G 13�T y3' Architect Name&Phone# N,lY1 g Engineer's Name&Phone# (7,V\ S �h X12 , u4c7E} ! — _ Fee Simple Title Holder Name and Address _ Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as \ nced prior to the issuance of a permit and that all work will be performed to meet the standards of a G� l/ becomes null and void if work is not commenced within six(6)months, or if construction or wor ' ^CO(J`.J' at any time after work is commenced. 1 understand that separate permits must be secured for Ele lL oilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILI COMMENCEMENT MAY RESULT IN YOUR I TENTS TO YOUR PROPERTY. IF YOU INTEND TO ( l/� �VITH YOUR LENDER OR AN ATTORNEY BEFO, QPV �� on OF COMMENCEl , S I here b certify that I have read and examined this application and know the same to b, • werning this type of work will be complied with whether specified herein or not. The granting o, •cancel the provisions of any other federal,state, or local law regulating construction or the perfor Signature of Owner Sig Print Name . . ,.p.... ..... .........( �� r....... Y..G -....... .M i L Prm ............................................. Swom,4o and subscribed before me Sw �tQQ� ,subscribed before me this Day of this "" Day Qf rl� 20 (S aµ =FARHATWW"` FioridaNotary 1�.. res •2016 NF. IC IFERWALKER Co6630 MY COMMISSION If FF 011480 9enON �y baa. =•: *s EXPIRES:April 24 2G17 Rivised0l.26.10 Bonded Thru Notary Public Underwriters DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FL RIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: 7 tG, i S Development Size Habitable Space,�S SF; Non-Habitable Impervious area Miscellaneous Information Occupancy Group P-3 Type of Construction V 33 Number of Stories Zoning District ,0 3 :D- Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: /t Perm 1 S'- Erg -- l2oo State of NOTICE OF COMMENCEMENT FILE COPY —L n County of U Uva Tax Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE F OMME CEME T. Legal Description of property being improved: 0' Address of property being improved: General description of improvements: Owner: 5as�.�h �t� � Address: Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: At ab Address: Telephone No.: -0 A y,4 7Q4 Q Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements N1 Name: Address: Phone No: Fax No: Name of person within the State of Florid.;;; other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: Ete- specified): In addition to himself, owner designates the following person to receive a copy of the Lienor's Noti% as;different 713.06(2)(b),Florida Statues. (Fill in at Owner's option)Name:Address:Telephone No: Fax No:Expiration date of No 'ce of ommencement(the expiration date is one 1 01 ( ) year from the date of recording unle THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: �! �Z C Date: Before e t ' day of in the Cou of val,State Of orida,has per o ally appear d Personally Known- _------_--_---Produced nown:__ Produced Identification: or Doc#201 51 361 28,OR BK 17200 Page 289, iry Public: Number Pages:1 commission expires: Recorded 06/15/2015 at 12:34 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 City Of Atlantic Seach Suildi`iq DeparI 800 Seminole Road APPLICATION NUMBER 1 Atlantic Beach, Florida 32233-5445 (To be assigned by the Building Phone 904 /� g Department.) ((( ( ) ��-�f3?6 Fax(904)>47-,SR45 Q E mail' building-dept@coab.us /C. 'zoo 1 City website: http/ANww.coab.us i n� Dare routed: AWN REWEMY AND TRACKg �/ 14 06 ®e art►nent Applicant: ��Y L��. review ae quired Ye, Inge Prae [: Tree Administrator �— --- tic works ---- Public Safety - Fire Services Review fee Dept Si ----- 9'tl�iure Other Agency Review®r Permit RequiredReceipt Review or Florida Dept. of Environmental Protection of Permit Verified I3y Date Florida Dept. of Transportation St. Johns River Water Management District Army Corps Of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: ReviewingAPPIL'CATION STATUS De ----- par rent First Review: (Circle one.) Approved. �nenied. BUILDING JeC �G � PLANNING&ZONING TREE ADMIN- _ Reviewed by- OWI Second ReviewDA : Ua PUBLIC WORKS ppr"oved as rev sed. te: Comments: A Denied. -- PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES -- Reviewed by- Third y: v Third Review: Date: Approved as revised. comments: ❑Denied. Reviewed by: 1�— aG� d 07/27/IO -------— Date- 6° 1_r BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH �— 800 Seminole Road, Atlantic Beach, FL 32233 i e__ 7 �i i7 n Office (904)247-5826 Fax (904) 247-5845 MAY 19 - I Job Address: P it Nu b •• Legal Description I-nt 4, AUCIL 16'dF PL4S A!D Parcel # b 1. V,9 n p Q ..Floor Area of Sq.Ft. 13f _ �'t Valuation of Work$ L �, Pro osed Work heated/cooled t non-heated/cooled SYS y Of*,Oh Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro osed structures)(c;ircle one): Commercial esidentia If an existing structure,is a fire sprinkler system installed? (Circle one): es No Florida Product Approval# For multiple products use product approva orm Describe in detail the type of work to be performed:. pc�L /7t til /� "l�l � �7J�� /��1�� ✓'-S� L//�i�L�li Property Owner Information: Name- Z5 �4 e ' 11 �-- �`f C�L Address:, City �3 St e Zip . � hone U t{� 61 - E-Mail or Fax#(Optional) d tai Contractor Information: CONTRACTOR EMAIL ADDRESS: rzrz Company Name: 10 li` 1r ll • � ✓ Qualifying Agent.- l� Address: City State Zip Office Phone ! Job Site/Contact Number Fax# 7 � State Cert ification/Registration# �- Architect Name&Phone Engineer's Name&Phone# Hr 6 , C, f 4- A6 g_ 1 q - 4 9 p q. Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a_period of six(6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing,Signs, ells,Pools,Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. 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. I p relb certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this ty e of work will be com lied with whether speci ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner lm Signature of Contractor Print Name /` ( ti Print Name ....................... ........................................................................................................................................ Befoa Before me thisr ay f 20 this Day of 20 W sy 111o ary u is ate of Florid C ,-y Public Shirley L Graham My Commission FF 086990 Expires 02/14/2018 Revised 01.26.10 < City of Atlantic Beach ''- APPLICATION NUMBER Building Department 1. 800 Seminole Road (To beassigned b the Buildin Department.) 'Atlantic Beach, Florida 32233-5445 so Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: httpJ/www coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address:&DSC4 ment review� ��/ _ w required Yes Nouildi Applicant: Planning &Zonin ��W SPS Tree Administrator Project: _ ublic Works Public Utilities ey Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt f Florida Dept. of Environmental Protection oPermit Verified By Date-- Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: -___APPLICATION STATUS Reviewing DepartmentFirst Review: []Approved. [-]Denied.one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN — --- Second Review: [_]Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. @Denied. Comments: Reviewed by: Date: 2evised 07/27/10 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH JUN 2 U 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Permit Number: Job Address: . /�� - Legal Description l�vk` _]L P � uU �D%)I UA' OM:,L �-Pareel# � Floor ao ��q Ft• q. t Valuation of Work$ �?7� Proposed Work heated/cooled 4 _ non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial (: 1 If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval orm ry��?e,� �'"f 6-D��O-�591 Describe in detail the type of work to be performed: Z-� /S -e az 1-� -e- - Property Owner Information: / Q �� swf/'t v� Address: �.ZZ� Name: y () City Qsk I t State ip Y1�.-.1Phone E-Mail or Fax#(Optional) - C �c ,X d tKcoe styur f- rn yGt;l .Go,� Contractor Information:Company Name 0?44��N�L Quali i g A ent:Address:. 0 r er City State Zip 32 2 3 3 Office Phone Job Site/ion act Number k:Sarme Fax# — State Certification/Registration# CtQC 1 3 2 � Architect Name&Phone# -- Engineer's Name&Phone# (7, 5 + `f ri1 uocT!F 1= Fee Simple Title Holder Name and Address – Bonding Company Name and Address Mortgage Lender Name and Address 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. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is sus ended or abandoned for a period of sixA6)months at any time after work is commenced. 1 understand that separate permits must be secured for ElectricalWork, Plumbing,Signs, Wells, Pools, urpnaces, Boilers, Healers, Tanks and Air Conditioners,etc. 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 BE OMENTRECORDING YOUR NOTICE OF COMMEI here b certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type.0 ons rk will be complied o pl led,withstatwhether law fledreguherein t"ng cons not. h or pegfofnape it does of presume to give authority to violate or cancel the p' .f y .f Signature of Contractor Signature of Owner - (r� '._ Print Name . ......... .... �..........e/�� .................................................... Print Nam e u C�-'.. ........1.....1...... .........t..!'......1..... 1 f .. Swo o and subscribed before me Sw t subscribed before 2016 this Day of thi_ Day Qf .auN dtlDIE FARHAT 1�y Public-State of fl m. p r a N Nota U IC IC J IFER WALKER Notary , a Commission d EE 1868MY COMMISSION#FF 0114& d� ,- 8aba0 TfrconpA tlatwnal Mary]. � } EXPIRES:April 24,2017 R ised O l.26.10 Bonded Thru Notarl Public Underwriters ZONING REVIEW COMMENTS s City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 ri,J31�r Phone: (904)270-1605 Fax: (904) 247-5845 Email: dreeves@coab.us Permit: 15-SFR-1200 Applicant: Joseph McGurrin, Owner Review: 1 st Address: 659 Beach Ave,Atlantic Beach, FL 32233 Site Address: 659 Beach Ave Phone: (904) 993-4980 RE#: 170118-0000 Email: joe@cme.edu Correction Comments 1. Side Wall Length: Old Atlantic Beach Design Standards limit the maximum length of a second floor side wall to 35 feet. The second floor on the south side of the structure exceeds the 35 foot limit. Please revise the plans accordingly. 2. Side Yard Projections: The roof over the first floor door on the north side of the structure extends beyond the allowable 24 inches of projection into the side yard. Please revise plans to show no more than a 24 inch projection into the side yard. 3. Tree Removal: Please submit a Tree Removal Permit Application if any trees are to be removed. If no trees are to be removed,then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. Also please be aware that codes have recently changed. If you are unsure about how the new codes effect your project, please submit a Tree Removal Permit and staff can then determine if it is necessary. 4 Fencing: The site plan calls for a 6 foot tall CMU wall along the property line, but the exact location at _9 is not clear. Please show the location of all fences/walls on the property including their height as y measured from grade. Code prohibits a fence in excess of 6 feet anywhere on the property and limits the height to 4 feet within 20 feet of the eastern property line and 10 feet of the western property line. The renderings appear to meet these requirements, but please provide measurements. 5. Survey: Please provide a detailed survey of the existing structure nearest Beach Avenue including setbacks at each corner of the structure. This will be used to address the remaining comments. 6. Garage Apartment Location: The above mentioned survey will be used to verify the construction of the new garage apartment in the same footprint of the existing structure. Additional comments may result from the new survey. 7. Balcony Size and Location: The above mentioned survey will also be used to verify the conditions related to the balcony on the west side of the detached garage structure. Additional comments may result from the new survey. Derek W. Reeves Zoning Technician dreeves@coab.us .,� 30 ZONING REVIEW COMMENTS City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 '—A'/ Di " Phone: (904) 270-1605 Fax: (904)247-5845 Email: dreeves@coab.us Date: 7/28/15 Permit: 15-SFR-1200 Applicant: Joseph McGurrin, Owner Review: 2nd Address: 659 Beach Ave,Atlantic Beach, FL 32233 Site Address: 659 Beach Ave Phone: (904) 993-4980 RE#: 170118-0000 Email: joe@cme.edu Correction Comments 1. Side Wall Length: Old Atlantic BeacXaitin Standards limit the maximum length of a second floor side wall to 35 feet. The second floosouth side of the structure exceeds the 35 foot limit. Please revise the plans accordingly. (Alans forproposed bump out) 2. Side Yard Projections: The roof over the first floor door on the south side of the garage apartment structure extends beyond the allowable 24 inches of projection into the side yard. Please revise plans to show no more than a 24 inch projection into the side yard. 3. Garage Apartment Eaves: Due to the location of the existing garage apartment, the proposed eaves project over the southern property line. While garage apartments can be rebuilt within existing footprints, we cannot allow new construction to cross property lines. Please revise the plans so that no portion of the eaves extends over the southern property line. 4. Balcony Size and Location: The balcony located on the western side of the garage apartment extends beyond the existing footprint. Since the new garage is approximately 2.4 feet further east than the existing,the balcony can occupy this area. Please revise plans accordingly. 5. Balcony Roof. Similarly to item number 4 above, the roof above the balcony cannot extend beyond the existing location. Please revise plans accordingly. Derek W. Reeves Zoning Technician dreeves@coab.us CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEERS 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA Office(808)217-4707 FL P.E. No.36820 July 23, 2015 City of Atlantic Beach 800 Seminole Road Atlantic beach,Florida 32233 Attn: Dan Arlinton Re: Preengineered Floor Truss and Roof Truss Shop Drawings McGurrin Residence 659 Beach Avenue Atlantic Beach, Florida E14-040 Dear Dan, We have reviewed the preengineered floor truss and roof truss shop drawings for the McGurrin residence main house and garage/cottage. The preengineered floor truss and roof truss shop drawings conform with the intent of the structural design and are acceptable. There are a few minor items that need to be clarified by the preengineered truss manufacturer. The floor truss "1716" needs to be revised for the correct depth and resubmitted. The 7-'/4"heel height for the roof trusses is acceptable with the architect. Please contact us at(808) 217-4707 if you have any questions. Sincerely, Christopher C. Kathe, P.E. w CHRISTOPHER C. KATHE, INC. Consulting Structural Engineer 420 Osceola Avenue• Jacksonville Beach,Florida 32250 Phone: (808)217-4707 To: James Dupree Architect Date: July 23, 2015 Suite 206 Re: McGurrin Residence and Pool 200 First Street Job No.: E14-040 Neptune Beach, Florida 32266 Submittal No.: We Are Sending: The Following: Herewith _ Original Tracings x Shop Drawings _ Letter x Priority Mail — Plans _ Structural Sketch _ Report _ Faxed(_Total No. of Pages) _ Specifications _ Addendum _ Disk No of Copies Description/Action/Remarks I set ✓ Main House preengineered floor truss shop drawings, as prepared by Manning Building Supplies, dated June 18, 2015, "Amend and Resubmit". 1 set Main House preengineered roof truss shop drawings, as prepared by Manning Building f Supplies, dated June 18, 2015, "Approved As Noted". I set ✓ Garage preengineered floor truss shop drawings, as prepared by Manning Building -/ Supplies, dated June 18, 2015, "Approved As Noted". v f Atlantic Beach Building Department,dated 07/23/2015, signed and 3 sets Letter to the City o g p sealed. 3 sets Revised structural sheets S-16 and S-23, "Revision No.V, dated 07/18/2015, signed and s ealed for building permit submittal and construction use. These Are: r1w. — For Approval _ For Review Returned x With Action as Indicated x For Your Use x For Building Permit Submittal x As Requested By: Christopher C. Kathe Copies To: CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEERS 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA Office(808)217-4707 FL P.E. No.36820 July 23, 2015 City of Atlantic Beach 800 Seminole Road Atlantic beach, Florida 32233 Attn: Dan Arlinton Re: Preengineered Floor Truss and Roof Truss Shop Drawings McGurrin Residence 659 Beach Avenue Atlantic Beach,Florida E14-040 Dear Dan, We have reviewed the preengineered floor truss and roof truss shop drawings for the McGurrin residence main house and garage/cottage. The preengineered floor truss and roof truss shop drawings conform with the intent of the structural design and are acceptable. There are a few minor items that need to be clarified by the preengineered truss manufacturer. The floor truss"F16" needs to be revised for the correct depth and resubmitted. The 7-'/4" heel height for the roof trusses is acceptable with the architect. Please contact us at(808) 217-4707 if you have any questions. Sincerely, Christopher C. Kathe, P.E. � t C, i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J - FILE COPY ATLANTIC BEACH,FL 32233 v Y " (904)247-5800 V Zone Building Design and Performance Certificate For New Construction,Substantial Improvements,and the repair of Substantially Damaged structures in S.F.H.A.(Zone V). Section 1: Structure Location and Ownership Information Structure Owner: JOE MCGURRIN Mailing Address: 659 BEACH AVENUE City: ATLANTIC BEACH State: FLORIDA _Zip Code: 32233 Structure Location: 659 BEACH AVENUE Latitude: Longitude: County: DUVAL COUNTY Other Legal Description: LOT 4, BLOCK 15, ATLANTIC BEACH SUBDIVISION "A" Coastal Barriers Resource Act(CBRA)Zone Y N X Date of Construction 03 / 05 /2015 Improvement/Repair to: Existing Building New Building X Section 2: Flood Insurance Rate Map(FIRM)Data Note:This information is NOT a substitute for an Elevation Certificate. Community Name: Community ID Number: FIRM Panel Number: 12031 CO409H Panel Suffix: Flood Zone: AO and VE Date of FIRM Panel: FIRM Index Date: Section 3:Elevation Information 06/03/2013 Elevations should be rounded to one tenth of a foot: 1. Elevation of the bottom of the Lowest Horizontal Structural Member EL.+16.4' NAVD feet 2. Base Flood Elevation(BFE) EL. +16.0' NAVD feet(VE14' + 2' FREEBOARD)' 3. Elevation of Lowest Adjacent Grade(LAG) EL. +15.4' NAVDfeet SEE STRUCTURAL 4. Elevation of Highest Adjacent Grade(HAG) EL. +16.0' NAVDfeet SHEET S-23 FOR 5. Approximate depth of scour/erosion used for foundation design EL. +4.4' NAVD feet DEP DESIGN 6. Embedment depth of pilings or foundation below LAG 'EL.-15.0' NAVD feet CRITERIA 7. Foundation Type:Piling X Column 8. Foundation Description:AUGERCAST PILE SUPPORTED STRUCTURAL CONCRETE FOUNDATION 9. Datum used:NGVD 29 NAVD 88 X Other Section 4: V-Zone Certification Note:This section must be certified by a registered professional engineer or architect who is authorized by law to certify such information. I certify that I have developed or reviewed the structural design,plans and specifications for construction and that the proposed design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: * The bottom of the lowest horizontal structural member of the lowest floor(excluding piles and columns)is elevated to above the BFE;and * The pile or column foundation and structure attached thereto are anchored to resist flotation,collapse,lateral movement,or other structural damage from the effects of wind and water loads acting simultaneously on all structural components.Water loading values used are those associated with the base flood,wind loading values used are those required by the applicable state or local building code,the potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood,including wave action. Section 5: Breakaway Wall Certifying Statement Note:This section must be certified by a registered professional engineer or architect who is authorized by law to certify such information. I certify that I have developed or reviewed the structural design,plans and specifications for construction and that the proposed design and methods of construction to be used for the breakaway walls are in accordance with accepted standards of practice for meeting the following provisions: * Breakaway walls shall collapse from a water load less than that which would occur during the base flood; * The elevated portion of the building supporting foundation system shall not be subject to collapse,displacement or other structural damage due to the effects of wind and water loads acting simultaneously on all structure components(wind and water loading values to be used are in Section IV). Section 6: Certification Certifying seal,stamp,signature and date: Check one:Section 4 Section 5 Section 4 and 5 X Certifiers Name(Please Print): CHRISTOPHER C. KATHE P.E., S.E. License Number: FL 36820 Title: PROFESSIONAL ENGINEER Company Name: - Telephone Number (808)217-4707 Email address cckathe@gmail.com Address 420 OSCEOLA AVENUE */16, City JACKSONVI BE FLORIDA Zip Code 32250 l Signature: Date: 03/05/2015 FILE COPY PRODUCT /a APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDAp Project Name: l; _ M G ,(I + 1?4r6/4GC Permit # Project Address: (� RAnyc— As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.or 7. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging Oct 2.SlidingIU&rhad s A 413 T 3.Sectional 4.Roll up 5.Automatic 6.Other B.WINDOWS 1.Single hung 2.Horizontal slider 3.Casement Y�y -Sir n 10121 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Windbreaker 11.Dual action 12.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL L Siding 2.Soffits 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles 2.Underlayments �g 3 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof the adhesive 16.Spray applied polyurethane roof 17.Other Category/Subcategory Manufacturer Product Description LimitationofUse State# Local# E.SHUTTERS 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3.Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYLIGHTS 1.Skylight 2.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Oficial. (Contractor Name) (Print Name) (Signature Company Name: Y Oer a�A*�'+Ian Mailing Address: .a 61+e G;r- City:A�`'�a&I—!G ,6' // l State: Zip Code:,3 Telephone Number:( ) Fax Number:( ) Cell Phone Number:(fief 4(03—4'60 6 E-mail Addressi;/4r0AWY64A AJC, 46AJOO-aP" E: E 0 Ca . FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: McGurrin Cottage Builder Name: Street: 659 Beach Ave Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, MAYPORT_NS 1. New construction or existing New (From Plans) 9. Wall Types(2700.4 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Insulated Concrete Form, Exterior R=23.4 2568.10 ft2 b. Frame-Wood, Adjacent R=13.0 132.30 ft2 3. Number of units, if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 2 d.N/A R= ft2 10. Ceiling Types (1344.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=19.0 1344.00 ft2 6. Conditioned floor area above grade(ft2) 1824 b.N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(376.6 sqft.) Description Area a. Sup:Attic, Ret:Attic,AH:2nd Floor 6 364.8 a. U-Factor: Dbl, U=0.32 376.60 ft2 SHGC: SHGC=0.18 b. U-Factor: N/A ft2 12. Coding systems kBtu/hr Efficiency a. Central Unit 33.6 SEER:15.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.6 HSPF:9.25 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.180 14. Hot water systems a. Propane Tankless Cap: 1 gallons 8. Floor Types (1824.0 sqft.) Insulation Area EF: 0.590 a. Slab-On-Grade Edge Insulation R=0.0 723.00 ft2 b. Conservation features b. Floor over Garage R=19.0 552.00 ft2 None c. other(see details) R= 549.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 25.08 PASS Glass/Floor Area: 0.206 Total Standard Reference Loads: 47.50 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance Q� ;, Ryan B. Ellis with the Florida Energy Code. PREPARED BY: V Before construction is completed ... DATE: 6/22/15 this building will be inspected for compliance with Section 553.908 . w � I hereby certify that this building, as designed, is in compliance Florida Statutes. �4r ._ 4, ..r with the Florida Energy C50e '0a WWF V OWNER/ G NT BUILDING OFFICIAL: /77 97 DATE: J% DATE: -/G-L� - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 6/22/2015 10:38 PM EnergyGauge®USA- FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: McGurrin Cottage Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1824 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 659 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County. Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach , Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, MAYPORT_NS FL_MAYPORT_NS 2 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Block1 1824 17517 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 723 6507 Yes 2 0 1 Yes Yes Yes 2 2nd Floor 1101 11010 No 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 121.6 ft 0 723 ft' 0 0 1 2 Floor over Garage 2nd Floor — — 552 ft' 19 0 0 1 3 Floor Over Other Space 2nd Floor — — 549 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 1344 ftz 212 ft' Medium 0.96 No 0.9 No 19 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1275 ft' N N 6/22/2015 10:38 PM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 1st Floor 0.1 183 ft' 0.11 Wood 2 Under Attic (Unvented) 2nd Floor 0.1 1161 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below# Omt To Wall Type _ 1 N Exterior Insulated Concrete Form 1st Floor 23.35 42.3 9 380.7 ft' 0 0 0.75 0 _ 2 E Exterior Insulated Concrete Form 1st Floor 23.35 19.3 9 173.7 ft2 0 0 0.75 0 _ 3 S Exterior Insulated Concrete Form 1st Floor 23.35 42.3 9 380.7 ft2 0 0 0.75 0 4 W Garage Frame-Wood 1st Floor 13 14.7 9 132.3 ft' 0.23 0.75 0 _ 5 W Exterior Insulated Concrete Form 1st Floor 23.35 3 9 27.0 ft2 0 0 0.75 0 _ 6 N Exterior Insulated Concrete Form 2nd Floor 23.35 56.3 10 563.0 ft' 0 0 0.75 0 _ 7 E Exterior Insulated Concrete Form 2nd Floor 23.35 24 10 240.0 ft2 0 0 0.75 0 _ 8 S Exterior Insulated Concrete Form 2nd Floor 23.35 56.3 10 563.0 ft2 0 0 0.75 0 9 W Exterior Insulated Concrete Form 2nd Floor 23.35 24 10 240.0 ft2 0 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood 1st Floor None 0.460000 2.7 8 21.60000 2 S Wood 1st Floor None 0.460000 2.7 7 18.89999 3 W Wood 1 st Floor None 0.460000 2.7 6.7 18.09000 4 W Wood 1st Floor None 0.460000 2.7 6.7 18.09000 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Wood Low-E Double Yes 0.32 0.18 54.0 ft' 2 ft 0 in 10.5 ft 0 i Drapes/blinds None 2 E 2 Wood Low-E Double Yes 0.32 0.18 27.0 ft' 2 ft 0 in 2.1 ft 0 in Drapes/blinds None 3 E 2 Wood Low-E Double Yes 0.32 0.18 42.0 ft' 2 ft 0 in 2.1 ft 0 in Drapes/blinds None 4 S 3 Wood Low-E Double Yes 0.32 0.18 48.6 ft' 2 ft 0 in 10.5 ft 0 i Drapes/blinds None 5 N 6 Wood Low-E Double Yes 0.32 0.18 7.3 ft' 2 ft 0 in 0.5 ft 0 in Drapes/blinds None 6 N 6 Wood Low-E Double Yes 0.32 0.18 58.1 ft' 2 ft 0 in 0.5 ft 0 in Drapes/blinds None 7 E 7 Wood Low-E Double Yes 0.32 0.18 11.6 ft' 2 ft 0 in 2.5 ft 0 in Drapes/blinds None 8 E 7 Wood Low-E Double Yes 0.32 0.18 42.0 ft' 2 ft 0 in 0.5 ft 0 in Drapes/blinds None 9 S 8 Wood Low-E Double Yes 0.32 0.18 21.9 ft' 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 10 S 8 Wood Low-E Double Yes 0.32 0.18 12.7 ft' 2 ft 0 in 1.5 ft 0 in Drapes/blinds None 11 E 7 Wood Low-E Double Yes 0.32 0.18 4.0 ft' 2 ft 0 in 1.8 ft 0 in Drapes/blinds None 12 S 8 Wood Low-E Double Yes 0.32 0.18 7.3 ft' 2 ft 0 in 0.5 ft 0 in Drapes/blinds None 13 W 9 Wood Low-E Double Yes 0.32 0.18 40.2 ft' 2 ft 0 in 0.5 ft 0 in Drapes/blinds None 6/22/2015 10:38 PM EnergyGauge®USA- FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 552 ft2 0 ft, 79 ft 9 ft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Whdehouse Best Guess 0.000500 2392.1 131.32 246.98 0.4739 8.1938 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 9.25 34.6 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 33.56 kBtu/hr 1007 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap -Use SetPnt Conservation 1 Propane Tankless Exterior 0.59 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model # Area Volume FEF None None ft' DUCTS ----Supply---- -- Return— Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CFM125 OUT QN RLF Heat Cod 1 Attic 6 364.8 ft Attic 91.2 ft= Default Leakage 2nd Floor cfm (Default) 1 1 6/22/2015 10:38 PM EnergyGauge® USA- F1aRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb [ ]Mar A r [ ]Ma [XJ Jun [X]Jul Auge Oct Nov Dec HeatinJan HFeb [X] Mar f APr [ ]May [ ]Jun [ ]Jul f AuSep Oct Nov Dec Vent in Jan Feb [X] Mar [X]Apr [ ]May [ ]Jun [ ]Jul [ Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Coding (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/22/201510:38 PM EnergyGauge® USA- FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 659 Beach Ave PERMIT#: Atlantic Beach,FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 I To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: x gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental x electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts,air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall x be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker X (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached.Minimum efficiencies per Tables 503.2.3.Equipment efficiency verification required.Special equipment occasion cooling or heating capacity requires separate system or x variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. x 6/22/2015 10:38 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 53 The lower the EnergyPerformance Index, the more efficient the home. 659 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Insulated Concrete Form,Exterior R=23.4 2568.10 ftz b.Frame-Wood,Adjacent R=13.0 132.30 ft 3. Number of units,if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 2 d.N/A R= ftz 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 1344.00 ftz 6. Conditioned floor area(ftz) 1824 b.N/A R= ftz c. R= ftz 7. Windows- Description Area a. U-Factor: Dbl,U=0.32 376.60 ftz 11.Ducts R ftz a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 364.8 SHGC: SHGC=0.18 b. U-Factor: N/A ftz SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftz a.Central Unit 33.6 SEER:15.00 SHGC: d. U-Factor: N/A ftz 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 34.6 HSPF:9.25 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.180 8. Floor Types Insulation Area 14.Hot water systems Ca 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 723.00 ftz a.Propane p' EF:0.59 b.Floor over Garage R=19.0 552.00 ftz c.other(see details) R= 549.00 ftz b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building "E STr Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed ` ' based on installed Codec pliant fe tures. r Builder Signature: Date: ALI Address of New Home: City/FL Zip: 'C o w 3 Z " *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: McGurrin Cottage Builder Name: Street: 659 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-iDermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and of subfloor decking. cantilevered floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software + - wrightsoft Project Summary Date: 6/19/15 Entire House By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.iax@gmail.corn Project • • For: McGurrin Cottage 659 Beach Ave,Atlantic Beach, FL Notes: Design Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 95 °F Inside db 70 °F Inside db 74 of Design TD 31 °F Design TD 21 °F Daily range L Relative humidity 50 % Moisture difference 53 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 23884 Btuh Structure 25990 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23884 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25860 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 4100 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(f:2) 1824 1824 Equipment latent load 4100 Btuh Volume(ft') 17517 17517 Air changes/hour 0.45 0.20 Equipment total load 29960 Btuh Equiv.AVF(cfm) 131 58 Req.total capacity at 0.72 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XR15 WEATHERTRON Trade XR15 WEATHERTRON Model 4TWR5036G1 Cond 4TWR5036G1 AHRI ref 4655311 Coil TAM7AOC36H31 AHRI ref 4655311 Efficiency 9.25 HSPF Efficiency 12.5 EER, 15 SEER Heating Input Sensible cooling 23492 Btuh Heating output 34600 Btuh @ 47°F Latent cooling 10068 Btuh Temperature rise 26 °F Total cooling 33560 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Jun-22 22:38:21 ...5 W rlgtlt:SOft Right-Suite(E)Universal 2015 15.0.00 RSU17457 Page 1 .AC0, ...C,McGurrin Cottage,659 Beach Ave,Atl Bch.rup Calc=MJ8 Building Front faces: W N 1st Floor 116 cfm 6" 77 cfm 1Sup Riser ( 1200 cfm T51. 161 cfm 5" T5""81 cfm fm Job M Scale: 1 : 75 Performed for: Page 1 McGurrin Cottage Right-Suite®Universal 2015 659 Beach Ave 15.0.00 RSU17457 Atlantic Beach,FL 2015-Jun-22 22:46:17 ...tage,659 Beach Ave,Atl Bch.rup N 2nd Floor 159 cfm 68 cfm 7" �up Riser 201 cfm 5" 4" 5° 85 cfm 41 cfm 6" 72 cfm 89 cfm Job M Scale: 1 :75 Performed for: Page 2 cGurrin Cottage Right-Suite®Universal 2015 M cGBeach Ave 15.0.00 RSU17457 659 Atlantic Beach,FL 2015-Jun-22 22:46:17 ..tage,659 Beach Ave,Atl Bch.rup - - Duct System Summary wrightsoft Da Entire House By: Project Information For: McGurrin Cottage 659 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.347/0.153 in H2O 0.347/0.153 in H2O Lowest friction rate 0.158 in/100ft 0.158 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 316 ft Supply Branch Detail • Design Htg Clg Design Diam H x W Duct Actual I Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) ILn(ft) Trunk Bath 1 c 2348 72 72 1 0.217 5.0 Ox 0 1 ShMt 1 10.0 1 150.0 1 st3 Bath 2 c 2770 84 85 0.198 5.0 Ox 0 ShMt 15.0 160.0 st2 Bed 2 I c 6573 I 1941 201 I 0.242 I 7.0 I Ox 0 I ShMt I 28.0 I 115.0 st2 Bedroom 1 I C 51741 1541 159 1 0.1721 7.01 Ox 0 I ShMt 1 16.0 1 185.0 1 st3 Z1 1 C 29191 891 89 1 0.1661 6.01 Ox 0 I ShMt 1 24.0 1 185.0 1 st3 closet 2 1 C 13311 391 41 1 0.2051 4.01 Ox 0 I ShMt 1 19.0 1 150.0 1 st2 Dining I h 23811 771 73 1 0.1751 5.01 Ox 0 1 ShMt 1 38.0 1 160.0 1 st1 Foyer I h 35761 1161 114 1 0.1701 6.01 Ox 0 I ShMt ( 24.0 1 180.0 1 st1 Kitchen I h 20101 651 60 1 0.1741 5.01 Ox 0 I ShMt 1 39.0 1 160.0 1 st1 Laundry I c 22051 671 68 1 0.2241 5.01 Ox 0 I ShMt 1 5.0 1 150.0 1 st3 Living h 49811 1611 161 1 0.1581 7.01 Ox 0 I ShMt 1 49.0 1 170.0 1 st1 Pool Bath I h 24891 811 77 I 0.1761 5.01 Ox 0 I ShMt I 27.0 I 170.0 I st1 j SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 500 485 0.158 758 11.0 0 x 0 ShtMetl st2 Peak AVF 317 327 0.198 740 9.0 0 x 0 ShtMetl st3 I Peak AVF I 382 I 387 I 0.166 I 877 I 9.0 I 0 x 0 I ShtMetl Bold/italic values have been manually overridden 2015-Jun-22 22:46:08 ' wrightsoft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 / iCi 1 ...C,McGurrin Cottage,659 Beach Ave,All Bch.rup Calc=MJ8 faces: W Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat[ Trunk rb1 Ox 0 1200 1200 97.0 1 0.158 679 18.0 Ox 0 ShMt 2015-Jun-22 22:46:08 �. Wr19htSOftRight-Suite®Universal 2015 15.0.00 RSU17457 Page 2 )CCA ...C,McGurrin Cottage,659 Beach Ave,Atl Bch.rup Calc=MJ8 faces: W FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: McGurrin House Builder Name: Street: 659 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number:/5-1j:jF- Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS 1. New construction or existing New(From Plans) 9. Wall Types(4705.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Insulated Concrete Form,Exterior R=24.5 2513.20 ft' b.Insulated Concrete Form,Exterior R=23.4 2192.00 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 3 d.N/A R= ft' 10.Ceiling Types (2535.0 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 2535.00 ft' 6. Conditioned floor area above grade(ft') 4105 b.N/A R= ft' c.N/A R= ft' Conditioned floor area below grade(ft') 0 11.Ducts R ft' 7. Windows(1275.6 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 286.2 a. U-Factor: Dbl,U=0.32 1275.60 ft' b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 329.55 SHGC: SHGC=0.18 12.Coding systems kBtu/hr Efficiency b. U-Factor: N/A ft' a.Central Unit 33.6 SEER:15.00 SHGC: b.Central Unit 39.9 SEER:15.50 c. U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a.Electric Heat Pump 34.6 HSPF:9.25 SHGC: b.Electric Heat Pump 39.0 HSPF:8.50 Area Weighted Average Overhang Depth: 5.182 ft. 14.Hot water systems Area Weighted Average SHGC: 0.180 a.Propane Tankless Cap:1 gallons 8. Floor Types (4105.0 sqft.) Insulation Area EF:0.750 a.Slab-On-Grade Edge Insulation R=0.0 1908.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 1838.00 ft' None c.other(see details) R= 359.00 ft' 15.Credits Pstat Total Proposed Modified Loads: 42.42 PASS Glass/Floor Area: 0.311 Total Standard Reference Loads: 81.61 SHE S7' I hereby certify that the plans and specifications covered by Review of the plans and u,. fT s this calculation are in compliance with the Florida Energy specifications covered by this , , Code. calculation indicates compliance /f �; .� Ryan B. Ellis with the Florida Energy Code. PREPARED BY: ` - Before construction is completed a DATE: 6/22115 this building will be inspected for compliance with Section 553.908 , I hereby certify that this building, as designed, is in compliance Florida Statutes. � r� �rE� with the Florida Energy Cod _/� /►, nf) ' OWNER/AG NT. jy BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 6/22/2015 10:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: McGurrin House Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 4105 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 659 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County. Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Epsting: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 2 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 1908 22323.5996 2 Blockl 2197 22629.0996 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1908 22323.6 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 2197 22629.1 No 3 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 214.8 ft 0 1908 ftz --- 0 0 1 2 Floor Over Other Space 2nd Floor ____ ____ 1838 ft' 0 0 0 1 3 Raised Floor 2nd Floor ____ ____ 359 ftz 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 2535 ftz 0 ftz Medium 0.96 No 0.9 No 19 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2267 ft' N N 6/22/2015 10:53 PM EnergyGauge®USA-FlaRes2010 section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) 1 st Floor 0.1 79 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0.1 2456 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below a _ 1 W Exterior Insulated Concrete Form 1st Floor 24.55 26 11.7 304.2 ft' 0 0 0.75 0 _ 2 S Exterior Insulated Concrete Form 1 st Floor 24.55 31 11.7 362.7 ft' 0 0 0.75 0 _ 3 S Exterior Insulated Concrete Form 1 st Floor 24.55 50.5 11.7 590.8 ft' 0 0 0.75 0 _ 4 E Exterior Insulated Concrete Form 1st Floor 24.55 26 11.7 304.2 ft' 0 0 0.75 0 _ 5 N Exterior Insulated Concrete Form 1 st Floor 24.55 81.3 11.7 951.2 ft' 0 0 0.75 0 _ 6 W Exterior Insulated Concrete Form 2nd Floor 23.35 38.5 10.3 396.6 ft' 0 0 0.75 0 _ 7 S Exterior Insulated Concrete Form 2nd Floor 23.35 81.3 10.3 837.4 ft2 0 0 0.75 0 _ 8 E Exterior Insulated Concrete Form 2nd Floor 23.35 9.1 10.3 93.7 ft' 0 0 0.75 0 _ 9 E Exterior Insulated Concrete Form 2nd Floor 23.35 29.4 10.3 302.8 ft' 0 0 0.75 0 _10 N Exterior Insulated Concrete Form 2nd Floor 23.35 29.4 10.3 302.8 ft' 0 0 0.75 0 _11 W Exterior Insulated Concrete Form 2nd Floor 23.35 4.2 7.7 32.3 ft2 0 0 0.75 0 _12 SW Exterior Insulated Concrete Form 2nd Floor 23.35 4.2 7.7 32.3 ft2 0 0 0.75 0 _13 S Exterior Insulated Concrete Form 2nd Floor 23.35 4.2 7.7 32.3 ft' 0 0 0.75 0 _14 SE Exterior Insulated Concrete Form 2nd Floor 23.35 4.2 7.7 32.3 ft' 0 0 0.75 0 _15 E Exterior Insulated Concrete Form 2nd Floor 23.35 4.2 7.7 32.3 ft' 0 0 0.75 0 _16 NE Exterior Insulated Concrete Form 2nd Floor 23.35 4.2 7.7 32.3 ft' 0 0 0.75 0 _17 N Exterior Insulated Concrete Form 2nd Floor 23.35 4.2 7.7 32.3 ft2 0 0 0.75 0 18 NW Exterior Insulated Concrete Form 2nd Floor 23.35 4.2 7.7 32.3 ft2 0 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Ft Width In Ft Width Area 1 W Wood 1st Floor None 0.460000 3 9.3 27.90000 2 W Wood 1st Floor None 0.460000 2.7 8 21.60000 3 N Wood 1st Floor None 0.460000 3 7 21 ft' WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Wood Low-E Double Yes 0.32 0.18 29.7 ft' 2 ft 0 in 14.7 ft 0 i Drapes/blinds None 2 W 1 Wood Low-E Double Yes 0.32 0.18 15.9 ft2 2 ft 0 in 11.5 ft 0 i Drapes/blinds None 3 S 2 Wood Low-E Double Yes 0.32 0.18 103.6 ft' 2 ft 0 in 1.1 ft 0 in Drapes/blinds None 4 S 2 Wood Low-E Double Yes 0.32 0.18 24.0 ft2 2 ft 0 in 2.4 ft 0 in Drapes/blinds None 5 S 2 Wood Low-E Double Yes 0.32 0.18 6.6 ft2 2 ft 0 in 0.5 ft 0 in Drapes/blinds None 6 S 3 Wood Low-E Double Yes 0.32 0.18 126.0 ft2 8.5 ft 0 in 3.9 ft 0 in Drapes/blinds None 7 S 3 Wood Low-E Double Yes 0.32 0.18 41.6 ft' 8.5 ft 0 in 0.5 ft 0 in Drapes/blinds None 8 S 3 Wood Low-E Double Yes 0.32 0.18 16.5 ft' 8.5 ft 0 in 1.5 ft 0 in Drapes/blinds None 9 E 4 Wood Low-E Double Yes 0.32 0.18 126.0 ft2 10.7 ft 0 i 4 ft 0 in Drapes/blinds None 6/22/2015 10:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 10 E 4 Wood Low-E Double Yes 0.32 0.18 62.4 ft' 10.7 ft 0 i 0.5 ft 0 in Drapes/blinds None 11 N 5 Wood Low-E Double Yes 0.32 0.18 30.0 ft' 2 ft 0 in 14.3 ft 0 i Drapes/blinds None 12 N 5 Wood Low-E Double Yes 0.32 0.18 12.0 ft' 2 ft 0 in 12.3 ft 0 i Drapes/blinds None 13 N 5 Wood Low-E Double Yes 0.32 0.18 13.5 ft' 2 ft 0 in 14.3 ft 0 i Drapes/blinds None 14 N 5 Wood Low-E Double Yes 0.32 0.18 6.0 ft' 2 ft 0 in 12.3 ft 0 i Drapes/blinds None 15 N 5 Wood Low-E Double Yes 0.32 0.18 8.3 ft' 2 ft 0 in 0.5 ft 0 in Drapes/blinds None 16 N 5 Wood Low-E Double Yes 0.32 0.18 21.6 ft' 2 ft 0 in 13 ft 0 in Drapes/blinds None 17 N 5 Wood Low-E Double Yes 0.32 0.18 26.5 ft' 2 ft 0 in 13 ft0 in Drapes/blinds None 18 N 5 Wood Low-E Double Yes 0.32 0.18 27.0 ft' 2 ft 0 in 13 ft 0 in Drapes/blinds None 19 W 6 Wood Low-E Double Yes 0.32 0.18 33.0 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 20 S 7 Wood Low-E Double Yes 0.32 0.18 75.0 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 21 W 6 Wood Low-E Double Yes 0.32 0.18 27.0 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 22 S 7 Wood low-E Double Yes 0.32 0.18 40.5 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 23 S 7 Wood Low-E Double Yes 0.32 0.18 6.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 24 S 7 Wood Low-E Double Yes 0.32 0.18 27.0 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 25 E 8 Wood Low-E Double Yes 0.32 0.18 27.0 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 26 E 9 Wood Low-E Double Yes 0.32 0.18 144.0 ft' 10.5 ft 0 i 1 ft 0 in Drapes/blinds None 27 N 10 Wood Low-E Double Yes 0.32 0.18 27.0 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 28 N 10 Wood Low-E Double Yes 0.32 0.18 43.7 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 29 N 10 Wood Low-E Double Yes 0.32 0.18 16.2 ft' 2 ft 0 in 1 ft0 in Drapes/blinds None 30 N 10 Wood Low-E Double Yes 0.32 0.18 13.5 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 31 N 10 Wood Low-E Double Yes 0.32 0.18 24.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 32 W 11 Wood Low-E Double Yes 0.32 0.18 9.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 33 SW 12 Wood Low-E Double Yes 0.32 0.18 9.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 34 S 13 Wood Low-E Double Yes 0.32 0.18 9.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 35 SE 14 Wood Low-E Double Yes 0.32 0.18 9.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 36 E 15 Wood Low-E Double Yes 0.32 0.18 9.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 37 NE 16 Wood Low-E Double Yes 0.32 0.18 9.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 38 N 17 Wood Low-E Double Yes 0.32 0.18 9.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 39 NW 18 Wood Low-E Double Yes 0.32 0.18 9.3 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 5383.74 295.560 555.844 0.47399 7.18587 6/22/2015 10:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9.25 34.6 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:8.5 39 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15 33.56 kBtu/hr 1007 cfm 0.75 1 sys#1 2 Central Unit None SEER:15.539.87 kBtu/hr 1196 cfm 0.75 2 sys#2 HOT WATER SYSTEM #--System-Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ---Supply---- ----Return--- Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CT10'25 OUT QN RLF Heat Cod 1 Attic 6 286.2 ft' Attic 95.4 ft2 Default Leakage 2nd Floor cfm (Default)c 1 1 2 Attic 6 329.55 f Attic 109.85 f Default Leakage 2nd Floor cfm (Default)c 2 2 TEMPERATURES ProgramableThermostat: Y Ceiling Fans: Cooling [ ]Jan Feb Mar [ ]Apr [ ]May [X]Jun [XJ JUI fX]AugX]Se [ ]Oct ]Nov Dec Heating [X]Jan [X]Feb [X]Mar [ ]Apr [ ]May E ]Jun [ ]Jul [ ]Au [ ]SeP [ ]Oct [XJ Nov Dec Venting [ ]Jan [[ ]]Feb [[XX]]Mar [X]Apr [ ]]May l Jun [ ]Jul [[[ ]Aug [ 1 Se [X]Oct [X]Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) PM 80 80 78 78 78 78 78 78 78 78 0 80 7 8 AM 78 78 78 78 78 78 78 78 8 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) PM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) PM 66 66 66 66 66 8 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 6/22/2015 10:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 659 Beach Ave PERMIT#: Atlantic Beach, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. X Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental X electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and X sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker X (electric)or shutoff (gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, craWspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special X equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. X 6/22/2015 10:53 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 52 The lower the EnergyPerformance Index, the more efficient the home. 659 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Insulated Concrete Form,Exterior R=24.5 2513.20 ft' b.Insulated Concrete Form,Exterior R=23.4 2192.00 ftZ 3. Number of units,if multiple family 1 c.N/A R= ftZ 4. Number of Bedrooms 3 d.N/A R= ft, 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 2535.00 ftZ 6. Conditioned floor area(ftZ) 4105 b.N/A R= ft2 c.N/A R= ftZ 7. Windows" Description Area 11.Ducts R ft' a. U-Factor: Dbl,U=0.32 1275.60 ftZ a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 286.2 SHGC: SHGC=0.18 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 329.55 b. U-Factor: N/A ftZ SHGC: 12.Coding systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a.Central Unit 33.6 SEER:15.00 SHGC: b.Central Unit 39.9 SEER:15.50 d. U-Factor: N/A ftZ 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 34.6 HSPF:9.25 Area Weighted Average Overhang Depth: 5.182 ft. b.Electric Heat Pump 39.0 HSPF:8.50 Area Weighted Average SHGC: 0.180 8. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1908.00 ft' a.Propane EF:0.75 b.Floor Over Other Space R=0.0 1838.00 ftZ b. Conservation features c.other(see details) R= 359.00 ftZ None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building "E sr Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed :; based on installed Codec pliant atu s. a Builder SignatureDate: Z� Address of New Home: �✓��.C /PG GM' City/FL Zip: 3 01)Wt *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: McGurrin House Builder Name: Street: 659 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: !s S Ff' —12C4r.' Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and of subfloor decking. cantilevered floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fire lace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Job: - Project Summary Date: 6119/15 wrightsoft 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.iax@gmail.com Project • • For: McGurrin House 659 Beach Ave, Atlantic Beach, FL Notes: Design Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 °F Inside db 74 °F Design TD 31 °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26422 Btuh Structure 28085 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26422 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 27270 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 3486 Btuh Fireplaces 1 (Average) Structure Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1908 1908 Equipment latent load 3486 Btuh Volume(ft') 22200 22200 Air changes/hour 0.29 0.14 Equipment total load 30756 Btuh Equiv.AVF(cfm) 109 53 Req.total capacity at 0.75 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XR15 WEATHERTRON Trade XR15 WEATHERTRON Model 4TWR5036G1 Cond 4TWR5036G1 AHRI ref 4655311 Coil TAM7AOC36H31 AHRI ref 4655311 Efficiency 9.25 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 23492 Btuh 00 Btuh 47°F Latent cooling 10068 Btuh 346 Heating output 26 Bt °� Total cooling 33560 Btuh Temperature rise 1200 cfm Actual air flow 1200 cfm Actual air flow 0.043 cfm/Btuh Air flow factor 0.045 cfm/Btuh Air flow factor 0 in H2O Static pressure 0 in H2O Static pressure Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Jun-22 22:54:29 -97 W rigli tSO'Ft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 ACCP. ...McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W Project Summa Dat wrl htsoft Date: 6/19/15 9 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:eds.iax@gmail.comi Project • • For: McGurrin House 659 Beach Ave,Atlantic Beach, FL Notes: Design Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 of Inside db 74 of Design TD 31 °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 23227 Btuh Structure 34301 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23227 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 33307 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 3294 Btuh Fireplaces 1 (Average) Structure Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftZ) 2197 2197 Equipment latent load 3294 Btuh Volume(fta) 22621 22621 Air changes/hour 0.32 0.16 Equipment total load 36601 Btuh Equiv.AVF(cfm) 120 59 Req.total capacity at 0.80 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XR15 WEATHERTRON Trade XR15 042G1 ERTRON Model 4TW R5042G 1 Cond AHRI ref 5495900 Coil TAM7AOC42H31 AHRI ref 5495900 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15.5 SEER Heating Input Sensible cooling 27909 Btuh Heating output 39000 Btuh @ 47°F Latent cooling 11961 Btuh 25 °F Total cooling 39870 Btuh Temperature rise Actual air flow 1417 cfm Actual air flow 1417 cfm Air flow factor 0.061 cfm/Btuh Air flow factor 0.041H2 cfm/Btuh in Static pressure 0 in H2O Static pressure 0 n H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Jun-22 22:54:29 W righ tsoft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 2 f1CCti ...McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W N 1st Floor Ret — — — — — — — — — — — f��11 �I6 TI +94'. 4+9"efn'r 6„—Kq 4.. -146 cfm 1200 cfm 96 cfm 9 55 cfm 304 cfm 7” 156 cfm Job#: Scale: 1 : 116 Page 1 Performed for: Right-Suite®Universal 2015 McGurrin House 15.0.00 RSU17457 659 Beach Ave 2015-Jun-22 22:54:44 Atlantic Beach,FL ...ence,659 Beach Ave,Atl Bch.rup N 2nd Floor 138 cfm 178 dm 81 cfm 152 cfm Ret Riser g^ 7^ 7•• 'ser — — ,,,.,,___ -_ ti; 5. VN 196 cfm 7" 1308 cfm Cn 192 cfm 141 cfm 93 cfm M 147 cfm Job M Scale: 1 : 116 Page 2 Performed for: Right-Suite®Universal 2015 McGurrin House 15.0.00 RSU17457 659 Beach Ave 2015-Jun-22 22:54:44 Atlantic Beach,FL ...ence,659 Beach Ave,Atl Bch.rup N 3rd Floor Ret Riser 0 Sdp Riset 96 cfm Job M Scale: 1 : 116 Page s Performed for: Right-Suite®Universal 2015 McGurrin House 15.0.00 RSU17457 659 Beach Ave 2015-Jun-22 22:54:44 Atlantic Beach,FL ...ence,659 Beach Ave,Atl Bch.rup Duct System Summary Date: -f - wrightsoft By: 1st Project Information For: McGurrin House 659 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.374/0.126 in H2O 0.374/0.126 in H2O Lowest friction rate 0.098 in/100ft 0.098 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 512 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 1 C 3843 167 169 0.147 7.0 Ox 0 ShMt 4.0 250.0 st5 Bed 1 I c 27041 1181 119 I 0.1821 6.01 Ox 0 I ShMt I 15.0 I 190.0 I st6 I Bed 1-A c 2704 118 119 0.158 6.0 Ox 0 ShMt 12.0 225.0 st6 closet I C 11311 47 50 0.1431 5.01 Oxo ShMt 16.0 245.0 st5 Dining h 35841 156 153 0.1111 7.01 Ox 0 ShMt 48.0 290.0 st5 Kitchen I c 33241 145 146 0.1151 7.01 Ox 0 ShMt 35.0 290.0 st5 Living h 6989 3041 297 0.0981 9.01 Oxo ShMt 58.0 325.0 1 sty 2099 1 90 1 92 Pantry c 0.1171 6.01 Ox 0 ShMt 21.0 1 300.0 1 st5 I Powder 1 c 12541 541 55 1 0.1421 5.01 Ox 0 1 ShMt 1 18.0 245.0 Sts SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 1200 1200 0.098 859 16.0 0 x 0 ShtMetl st5 Peak AVF 1 964 962 1 0.098 1 902 1 14.0 1 0 x 0 ShtMetl st1 1 st6 1 Peak AVF 1 236 1 238 1 0.158 1 681 1 8.0 1 0 x 0 1 ShtMetl st1 Sold(italic values have been manually overridden 2015-Jun-22 22:54:41 .� W rightsOft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 faces: W Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb5 Ox 0 1200 1200 129.0 0.098 679 18.0 Ox 0 ShMt 2015-Jun-22 22:54:41 W rightsoft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 2 ACOA ...McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 faces: W - - wrightsoft` Duct System Summary Date: 2nd By: Proiect Information For: McGurrin House 659 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.312/0.188 in H2O 0.312/0.188 in H2O Lowest friction rate 0.143 in/100ft 0.143 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length(TEL) 349 ft supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) L OR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath z h 4403 138 136 0.160 6.0 OX 0 ShMt 10.0 185.0 st3 Bedroom 2 I c 64751 195I 196 I 0.2501 7.01 Ox 0 I ShMt I 10.0 I 115.0 Hall h 6134 192 186 0.153 7.0 Ox 0 ShMt 19.0 185.0 st3 Laundry h 25671 811 80 0.1531 5.01 Ox 0 ShMt 29.0 175.0 1 st3 Master Bath c 50281 1501 152 0.1551 7.01 Ox 0 ShMt 42.0 160.0 1 st3 Master Bedroom c 58761 1721 178 0.1571 7.01 Oxo ShMt 59.0 140.0 st3 Master Closet c 30771 911 93 0.1491 6.01 Oxo ShMt 59.0 150.0 st3 Master sitting I C 4872 1441 147 0.1471 7.01 OX 0 ShMt 73.0 140.0 st3 Study h 44981 1411 140 1 0.1431 7.01 Ox 0 ShMt 48.0 170.0 st3 Tower i h 30501 961 92 1 0.1831 6.01 Ox 0 I ShMt 1 46.0 125.0 Supply TrunkDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 1109 1113 0.143 797 16.0 0 x 0 :S:htMetjtl Sold/italic values have been manually overridden 2015-Jun-22 22:54:41 wrightSOft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 3 }1Ci� ...McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 faces: W Return Branch Detail Table Grill Htg CIg TEL Design Veloc Diam I H x W Stud/Joist Duct Name Size H(in) (cfm+96 fm) (ft) FR (fpm) �(in) ( ) Opening (in) Matl Trunk rb4 Ox 92 131.0 0.143 488 0 ShMt rb6 I Ox 0 I 1304 I 13081 109.0 I 0.172 I 6641 19.01 Ox O I ShMt 2015-Jun-22 22:54:41 Page 4 W rightsoft Right-Suite®Universal 2015 15.0.00 RSU17457 i... �� ...McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 faces: Jab Information FGrider nstruction Job#: J140448 Norte Circle �. "' File#: Atlantic Beach, FL 32233 Salesman:David Price (904)463-4606 resi Designer: John Knight Manning Building Supplies PAGE 1 -Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Report and Delivery Date McGurrin -Main House Phone: (904) 268-8225 * Fax: (904) 260-2981 rDel. E 06/22/15 Date: 659 Beach Ave Atlantic Beach, FL Cover Sheet Truss Level: Ica PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT Y/N PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 100-02-08 2 Ply 5.00 0.00 A01 34-06-00 34-06-00 2 X 4 2 X 4 00-02-08 05-07-04 1 5.00 0.00 A02 34-06-00 34-06-00 2 X 6 2 X 4 00-02-OS 00-02-08 06-05-04 ® 1 5.00 0.00 A03 34-06-00 34-06-00 2 X 4 2 X 4 00-02-08 00-02-08 06-11-08 1 5.00 0.00 A04 34-06-00 34-06-00 2 X 4 2 X 4 00-02-08 00-02-08 06-11-08 ® 1 5.00 0.00 A05 34-06-00 34-06-00 2 X 4 2 X 4 00-02-08 00-02-08 06-11-OS ® 1 5.00 0.00 A06 34-06-00 34-06-00 2 X 4 2 X 4 00-02-OB 00-02-OS 07-03-04 100-02-08 00-02-08 07-07-07 3 Ply 5.00 0.00 A07 34-06-00 34-06-00 2 X 4 2 X 4 100-02-08 03-09-09 ® 2 Ply 5.00 0.00 B01 30-06-00 30-06-00 2 X 4 2 X 4 1 5.00 0.00 602 30-06-00 30-06-00 2 X 4 2 X 4 00-02-08 03-11-04 ® 1 5.00 0.00 603 30-06-00 30-06-00 2 X 4 2 X 4 00-02-08 04-09-04 /Jt\ 13 5.00 0.00 C01 19-04-00 19-04-00 2 X 4 2 X 4 00-02-08 00-02-08 04-07-09 1 5.00 0.00 CO2 19-04-00 19-44-00 2 X 4 2 X 4 00-02-08 00-02-08 03-11-04 100-02-08 00-02-08 03-09-09 2 Ply 5.00 0.00 CO3 19-04-00 19-04-00 2 X 4 2 X 4 3 5.00 0.00 D01 15-04-00 15-04-00 2 X 4 2 X 4 00-02-08 03-09-09 1 5.00 0.00 D02 12-11-08 12-11-08 2 X 4 2 X 4 00-02-08 03-09-09 2 5.00 0.00 D03 11-10-08 11-10-08 2 X 4 2 X 4 00-02-08 03-09-09 /t\ 00-02-08 03-09-09 1 5.00 0.00 D04 12-05-00 12-05-00 2 X 4 2 X 4 1 5.00 0.00 D05 14-05-00 14-05-00 2 X 4 2 X 4 00-02-08 03-09-09 2 5.00 0.00 E01 06-00-00 06-00-00 2 X 4 2 X 4 00-02-OS 01-10-04 1 5.00 0.00 E02 06-00-00 06-00-00 2 X 4 2 X 4 00-02-08 02-02-10 1 5.00 0.00 E03 06-00-00 06-00-00 2 X 4 2 X 4 00-02-08 02-02-10 1 00-02-08 03-01-04 2 Ply 5.00 4.00 G01 17-09-08 17-09-08 2 X 4 2 X 4 1 5.00 4.00 G02 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 03-11-04 ��J00-02-08 04-09-04 1 5.00 4.00 G03 17-09-08 17-09-08 2 X 4 2 X 4 Job Information' builder- Grider Construction Job#: J140448 2057 Vela Norte Circle File#: Atlantic Beach, FL 32233 Salesman:David Price (904)463-4606 Designer: John Knight Manning Building Supplies PAGE 2 I.-:Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Report and Delivery Date McGurrin -Main House Phone. (904) 268-8225 * Fax: (904) 260-2981 DATE 06/22/15 Del. Date: 659 Beach Ave Atlantic Beach, FL Cover Sheet Truss Level: BASE O/A LUMBER OVERHANG CANTILEVER STUB ca PROFILE QTY PITCH O/A HEIGHT Y/N PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT I RIGHT ® 1 5.00 4.00 G04 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 05-07-04 1 5.00 4.00 G05 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 06-05-04 I� 1 5.00 4.00 G06 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 07-03-04 �_,�.,�/ I� 1 5.00 4.00 G07 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 07-09-03 0:5< 1 5.00 4.00 G08 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 07-03-04 1 5.00 4.00 G09 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 06-05-04 IJV r 1 5.00 4.00 G10 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 05-07-04 1 0.00 4.00 G11 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 04-09-04 1 0.00 4.00 G12 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 03-11-04 1 0.00 4.00 G13 17-09-08 17-09-08 2 X 4 2 X 4 00-02-08 03-01-04 6 5.00 0.00 J01 01-00-00 01-00-00 2 X 4 2 X 4 00-02-08 01-00-04 11119- 4 5.00 0.00 J02 03-00-00 03-00-00 2 X 4 2 X 4 00-02-08 01-10-04 09--00 2 3.54 0.00 J03 04-02-03 04-02-03 2 X 4 2 X 4 00-02-12 01-10-00 2 3.54 0.00 J04 03-11-03 03-11-03 2 X 4 2 X 4 00-02-12 01-09-02 2 5.00 0.00 J06 03-00-00 03-00-00 2 X 4 2 X 4 00-02-08 01-10-04 2 5.00 0.00 J07 05-00-00 05-00-00 2 X 4 2 X 4 00-02-08 02-08-04 2 5.00 0.00 J08 06-00-00 06-00-00 2 X 4 2 X 4 00-02-08 03-01-04 C 1 5.00 0.00 J08A 02-07-07 02-07-07 2 X 4 2 X 4 02-09-12 `� 1 3.54 0.00 J09 08-05-01 08-05-01 2 X 4 2 X 4 00-02-12 03-01-00 F-� 1 3.54 0.00 J10 08-02-01 08-02-01 2 X 4 2 X 4 00-02-12 03-00-02 do 2 5.00 4.00 J11 02-00-00 02-00-00 2 X 4 2 X 4 00-02-08 01-05-04 2 5.00 4.00 J12 04-00-00 04-00-00 2 X 4 2 X 4 00-02-08 02-03-04 [00017 5.00 4.00 J13 06-00-00 06-00-00 2 X 4 2 X 4 00-02-08 03-01-04 5.00 4.00 J14 06-00-00 06-00-00 2 X 4 2 X 4 00-02-08 03-01-04 Job Information . .Brilc�er: Grider Construction Job#: J140448 2057 Vela Norte Circle File#: Atlantic Beach, FL 32233 Salesman:David Price (904)463-4606 (8 Designer: John Knight Manning Building Supplies PAGE 3 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Report and Delivery Date McGurrin -Main House Phone: (904) 268-8225 * Fax: (904) 260-2981 DATE 06/22/15 659 Beach Ave Del. Date: Atlantic Beach, FL Cover Sheet Truss Level: BASE O/A LUMBER OVERHANG CANTILEVER STUB ca PROFILE QTY PITCH O/A HEIGHT Y/N PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT ji J15 06-00-00 06-00-0t2X 2 X 4 00-02-08 03-01-04 L1J16 06-00-00 06-00-0 2 X 4 00-02-08 03-01-04 1J 17 06-00-00 06-00-0 2 X 4 00-02-08 03-01-04 i/-1 1J18 06-00-00 06-00-00 2 X 4 2 X 4 00-02-08 03-01-04 /!� 1 J19 06-00-00 06-00-00 2 X 400-02-08 03-01-04 1 J20 06-00-00 06-00-00 2 X 4 2 X 4 00-02-08 03-01-04 1 5.00 4.005J21 06-00-00 06-00-00 2 X 4 2 X 4 00-02-08 03-01-04 1 3.54 2.8322 08-05-01 08-05-01 2X4 2 X 4 00-02-1200000 1 3.54 2.8323 08-02-01 08-02-01 2 X 4 2 X 4 00-02-12 03-00-02 FLOOR QTY DEPTH BASE O/A END TYPO INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT I RIGHT ® 01-08-00 21 F01 23-07-08 23-07-08 ® 01-08-00 3 2 F02 19-09-08 19-09-08 ® 01-08-00 2 F03 13-01-08 13-01-08 3 Eli ® 01-08-00 1 F04 13-09-08 13-09-08 ® 01-08-00 1 F05 13-09-08 13-09-08 ® 01-OS-00 3 7 F06 16-11-08 16-11-08 6� 01-08-00 3 1 F07 16-11-08 16-11-08 ® 01-OS-00 3 4 F08 16-11-08 16-11-08 ® 9 01-08-00 31 F09 08-07-12 08-07-12 -0--�-7y 01-08-00 1 V V 1 11 F10 04-09-12 04-09-12 01-08-00 3 1 F11 04-09-12 04-09-12 01-08-00 3 1 F12 04-00-00 04-00-00 01-08-00 E 1 F13 04-08-00 04-08-00 _ Job Information -F�ulder: Grider Construction Job#: J140448 2057 Vela Norte Circle File#: Atlantic Beach, FL 32233 Salesman:David Price (904)463-4606 Designer: John Knight Manning Building Supplies PAGE 4 ,lob. � Jacksonville, FL 32256 jaxtruss@mbs-corp.com Report and Delivery Date McGurrin Main House Phone: (904) 268-8225 * Fax. (904) 260-2981 DATE 06/22/15 Del. Date: 659 Beach Ave Atlantic Beach, FL Cover Sheet Truss Level: FLOOR QTY DEPTH BASE O/A END TYP INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT 01-08-00 � 1 F14 09-02-12 09-02-12 01-05-00 1 F15 03-04-08 03-04-08 01-08-00 F16 25 F16 06-07-08 06-07-08 ELI: ITEMS QTY PLY ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 SS-LMATL FB-1 onCENTERG LVL 2.0E 1 3/ 20-00-00 1 Han er HGUS26-2 23 Han er HTU26 1 Hanger SUL26 2 Han er SUR26 150 Hanger THA422 All claims for error or defective material must be made within 5 days of receipt of goods a - _ 81-04-00 35-00-00 11-04-00 4 4 R 4 ? 4 4 4 ? 4 4 4 4 N 4 4 4 �? 4 4 4 4 4 T1 4 d, l � o U. LL T - - - -- _ 0(3 N N d. i - - - 14-04-00 A3-04LL LL 8 FB-1 F10(8)MMMMMM M M M 4 0 o c� o 0 0 0q 4 'q . c 4 �? 04 �? 9 4 4 4 M M M 4 4 4 il 11 0 0 0 J- MAIN HOUSE 1st Floor � BEAM FB-1 SIZED BY EOR 9-05-00 $ t Truss Connector Total List n Manuf Product Qty Hatch Legend Simpson THA422 100 �8'-7 1/4"PLATE HEIGHT Simpson THA422" 50 LL13'-4" PLATE HEIGHT ATTIC AREA =A/C/CAHSE FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354 ...BLUELINX C All claims for error or defective material must be made within 5 days of receipt of goods a 35-00-00 11-04-00 6-00-00 6-00.00 C01(13) U ^�,,p, ✓� J01 J01 qd I i ¢ Eol 01 di i I € 2 E �+^� - I A - -- — to _ 6 N S, N N N `. N NOL O O OO O O O O ppp O O O CD O O O O O O O o oToo T q �o �r I� N N N NNN N i 34-08-00 � - �i0m MAIN HOUSE 2nd Floor J08 J08 OWER ROOF AND ALL OVERHANGS BY OTHER J07 0 0 0 0 Truss Connector Total List Hatch Legend � 4 N N N N Manuf Product Q J01 x ,r;8'-7 1/4"PLATE HEIGHT', %° HGUS26-2 1 a c o $ $ HTU26 21 FA 13'-4" PLATE HEIGHT HTU26 2 ATTIC AREA 6-00-0 Simpson SUL26* 1 Simpson SUR26* 2 =A/C/CAHSE FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354 ...BLUELINX C nd prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA Roof Floor Top Chord Live Load 20 40 p.S.f. Top Chord Dead Load vo V p.S.f. Bottom Chord Live Load 0 p.S.f. 35.00.00 Bottom Chord Dead Load 10 p.S.f. r� Total Load iya [s p.S.f. 4 Duration Factor -4—.25 1.00 q C > Building Code FBC 2010 RES -- - - - Wind Standard ASCE 7-10 +- �- - Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure B LL Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special e considerations for mechanical equipment and/or plumbing(and — — -- their connections)in truss space must be diagrammed by the builder an approved truss layout poor to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in W7CA 1-1995 (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings, Q documents including the installation and bracing of trussesMm 99 manufactured by Manning Building Supplies. 0 0 0 0 0 o g o 0 0 0 0 0 0 o q o o - Warning: Conventional framing,erection and/or permanent bracing is not the responsibility of the truss designer,plate manufacturer,or truss manufacturer Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection,and permanent bracing which may be required in specific applications.See"Bracing wood trusses commentary and recommendations(BCSI 1-03)for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom i TH 22 chords,they shall be braced as specified on the engineered � design.Trusses shall be handled with reasonable care during F1 5) erection to prevent damage or personal injury. Approved"anchor by bulkier. 3 112"Ribbon FLOOR TRUSS TH 22 No tch0 2 4" 8RG. 41-00-00 Typical Truss End ATTENTION Approval of this truss layout is necessary before fabrication can begin,Verify spans,pitches,overhangs,elevations and bearing conditions.Acceptance of this layout assumes total responsibility.The trusses will be bui8 in accordance with this layout. Approved By, Date: Manning Building Supplies, INC. 11155 Philips Parkway Dr.E. fens Jacksonville,FL 32256 Phone:(904)268-8225 Fax:(904)260-2981 VWJW.MBS-CORP.Co JAXTRUSS MBS-CORP.COM uatomer. rider Construction ob Name: cGurrin-Main House IIVSubd v 59 Beach Ave Atlantic Beach,FL/ tale: raven By., Number. )N-CENTER BLWOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. /22/2015 PK 140448 nd prior to installation. Otherwise, said claim will be denied. LoaolNo CRITERIA Roof Floor Top Chord Live Load 40 p.s.f. Top Chord Dead Load to 'Zo p.s.f Bottom Chord Live Load 0 0 p.s.f. Bottom Chord Dead Load 10 P. f. Total Load -) b p.s.f. Duration Factor 1.25 1.00 35-00-00 10-08-00 Building Code FBC 2010 RES 17-09-08 Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. co r m J13(3) rn o N N Wind Usage RES. CAT II Building Exposure B 0 0 Building Type Closed $ NOTE LU G13 = It is the responsibility of the building designer or architect to as provide an appropriate connection for trusses to supporting 2-00-00 1-- structure per reactions shown on truss engineering.Special -- G12 Q considerations for mechanical equipment and/or plumbing(and i their connections)in truss space must be diagrammed by the 2-00-00 }. builder an approved truss layout pnor to fabricaton. rnu2s 1 G11 m Manning Building Supplies is a truss manufacturer whose 2-00-00 Q responsibilities are limited to those described in WTCA 1-1995 rrru2aG10 d o (sections 6.0 and 7.0) Accordingly,it disclaims any jJ responsibilities for the the construction design,drawings, documents including the installation and bracing of trusses HTuA G09 Q manufactured b ManningBuildingSupplies. -- -- , 2-0 Warning: trruzs G08 ` Conventional framing,erection and/or permanent bracing is not LL the responsibility of the truss designer,plate manufacturer,or HTUW truss manufacturer.Persons erecting trusses are cautioned to G07 Q seek professional advice regarding erection bracing which is G06 always required to prevent toppling and dominoing during erection,and permanent bracing which may be required in 2-01�00 G05 -•� - - - - -#- 1 and recommendations(BCSI 1-03)for further information. 2-00 00 .1 Kr 26 Trusses shall be installed in a straight and plumb position. -� G04 = Where no sheathing is applied directly to the top and/or bottom 2-00-00 chords,they shall be braced as specified on the engineered ,,,� ~ design.Trusses shall be handled with reasonable care during G03 erection to prevent damage or personal injury. InU54"0 1-16 Approved truss anchor by builder. -------- --— --------------- 2x4 minimum top and bottom chords. 2-0 - G0100 ? Square cut overhangs. 12 HGus2s2 �`. } 6 ( Q 00 o J12 Q 7 I d aD 0 N N N Ncb I J11 1' 12 Q ✓ 31C� BRM . ,-._ —L _ ------ UnlessnOted 14 C) 0 0 0 `O v J134 .� N Q Q Q Q Q ' ' ( ) otherwise. ---- ----- -- Typical Truss Ends 41-00-00 Approval of this truss layout is necessary before fabrication can begin.Verify spans,pitches,overhangs,elevations and bearing conditions.Acceptance of this layout assumes total responsibility.The trusses will be built in accordance with this layout. Approved By Daft: Manning Building Supplies, INC. 11155 Philips Parkway Dr.E. fens Jacksonville,FL 32256 Phone:(904)268-8225 Fax:(904)260-2981 WNNV.MBS CORP.COM JAXTRUSS MBS_CORP.COM uatomer. rider Construction k9Beach : -Mein Housebdiv Ave Atlantic Beach FLle: rawn By: ob Number.)N-CENTER BLWOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 /22/2015 K 140448 11 4 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 a These truss designs rely on lumber values established by others. MiTek" RE: J140448A - Grider const. / McGurn - Garage/JK MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Grider Construction Project Name: McGurrin - Garage Model: Lot/Block: Subdivision: Address: 659 Beach Ave City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 65.0 psf This package includes 4 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date 1 IT7170665 I FF01 6/18/015 12 I T7170666 I FF02 1 6/18/015 13 �T7170667 I FF03 16/18/015 14 I T7170668 I FF04 16/18/0151 The truss drawing(s)referenced above have been prepared by MiTek QVIN �F Industries, Inc. under my direct supervisiop based on the parameters �%�OP: •••••••. ,/ provided by Manning Building Supplies. :. S.,.��G E N g�.• Truss Design Engineer's Name: Velez, Joaquin68182 My license renewal date for the state of Florida is February 28, 2017. _ *:• .• IMPORTANT NOTE:Truss Engineer's responsibility is solely for �•*, STATE OF i4u� design of individual trusses based upon design parameters shown :O •. ,� �� on referenced truss drawings. Parameters have not been verified '�r'<`F•.,4 p R �O P ��• as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FIL Cert. 6634 per ANSI/TPI-1, Chapter 2. June 18,2015 Velez, Joaquin 1 of 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek, RE: J140448A- Grider const. / McGurrin - Garage/JK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Grider Constru tion Project Name: McGurrin -Garage Model: Tampa,FL 33610-4115 Lot/Block: Subdivision: Address: 659 Beach Ave City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek20/0 66 Wind Code: N/A Wind Speed: N/A mph ►V� Roof Load: N/A psf ' Floor Load: 65.0 psf This package includes 4 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T7170665 FF01 6/18/015 2 T7170666 FF02 6/18/015 3 T7170667 FF03 6/18/015 4 T7170668 FF04 6/18/015 The truss drawing(s)referenced above have been prepared by MiTek , UI N Industries,Inc.under my direct supervision based on the parameters `%%% t,. ........ provided by Manning Building Supplies. ;. ,.,.��G E N �., Truss Design Engineer's Name: Velez, Joaquin Np 68182 My license renewal date for the state of Florida is February 28,2017. IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown -0•,. STATE OF 41 on referenced truss drawings. Parameters have not been verified %,'��:'�< O R as appropriate for any use. Any location identification specified isS�ONA�E��`�� for file reference only and has not been used in preparing design. '��N Ak_�� Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSI/TPI-1, Chapter 2. June 18,2015 Velez,Joaquin 1 of 1 - - - - Job r _ � - -Truss ;Truss Type Qty i Ply Gntler const./McGurrin-Garage/JK nnosss J140448A FF01 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 Mi7ek Industries,Inc.Thu Jun 18 04:19:18 2015 Page 1 ID:GfbAEYIpU7_02UNhdEwHIaz8JUd-n1?1 y_dV28m40j WDXk6U9whRntjv8Z&quFRuC W Wz5AXt --I 1-2-6 I-1-2-72 � 12-12--ice_A-2-6 .0-6-4 Scale=1 37.7 1.5x4 11 3X3= 1.5x4 3x3 -- 1.5x4 4x4 = 4x7= 4x4 = 3x5= 3x3 11 3x3= 1.5x4 11 3x3 3x3 3x5 -- 3x6 FP= 4x7 1 2 3 4 385 6 377 8 389 103911 124013 14 1516 17 TEI Ti m d 35 34 33 32 31 30 29 28 27 28 25 24 23 22 21 20 19 18 6x6- 6x6= 6x8= 3x6 FP 6x6= exe= 3x6 FP- 6x6 _ 64-10 2-1 to- 10 11-2-1p 12-8-10 1;�2-1,4_�15.56 21-11-8 _ 8-8-10 1-512 46.4 1 812 (F8.4 2-2-10 -_ & n Plate Offsets(Xdge,0-1-8]j17 FdgeJ 3 [24:0 -0.0 0-0] F2870-3-0. LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.30 27 >873 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.72 Vert(TL) -0.58 27 >451 360 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.06 18 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix Weight:153 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1D(flat)•E pt* TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except 15-17:2x4 SP No. at) end verticals. BOT CHORD 2x4 SP No.1D(fl / BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2( ) ✓/ REACTIONS. (Ib/size) 18=1128/Mechanical,35=1128/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-35=-1117/0,17-18=-1114/0,1-2=1220/0,2-3=-3069/0,3-4=-4546/0,4-36=-4546/0, 5-36=-4546/0,5-6=-4546/0,6-37=-5153/0,7-37=-5153/0,7-8=-5292/0,8-38=-5292/0, 9-38=-5292/0,9-10=-5292/0,10-39=-5153/0,11-39=-5153/0,11-12=-4546/0, 1240=-4546/0,13-40=4546/0,13-14=-4546/0,14-15=-3068/0,15-16=-3068/0, 16-17=-1216/0 BOT CHORD 33-34=0/2302,32-33=0/3869,31-32=0/3869,30-31=0/4546,29.30=0/5153,28-29=0/5153, 27-28=0/5153,26-27=0/5292,25-26=0/5153,24-25=0/5153,23-24=0/5153, 22-23=0/4546,21-22=0/3869,20-21=0/3869,19.20=0/2300 WEBS 17-19=0/1583,1-34=0/1588,16-19=-1470/0,2-34=1468/0,16-20=20/1043, 2-33=-21/1040,14-20=1086/55,3-33=-1086/55,14-22=-392/950,3-31=392/949, 6-30=-947/0,6-29=0/455,7-28=-309/21,7-27=180/472,11-23=-947/0,11-24=0/455, 111111111111111, 10-25=-309/21,10-26=180/472 �PQv 1 N.•V F<1.- NOTES- 1)Unbalanced floor live loads have been considered for this design. ♦ G E N S 2)All plates are 3x6 MT20 unless otherwise indicated. N 6 818 2 3)Refer to girder(s)for truss to truss connections. 4)Load case(s)15 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this _ ''. truss. 5)"Semi-rigid pitchbreaks with fixed heels'Member end fixity model was used in the analysis and design of this truss. 6 Recommend 2x6 stropgp backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. T F 7)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)535 Ib up at 6-11-12,135 Ib up a t C 8-11-12,135 Ib up at 10-11-12,and 135 Ib up at 12-11-12,and 535 Ib up at 14-11-12 on top chord. The design/selection of such �i \ •��%♦ connection device(s)is the responsibility of others. ��i�SS •• ��`` 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� •N AL ��`� /11111111/ LOAD CASE(S) Standard Except: 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) FL Cert. 6634 Vert:18-35=8,1-17=-96 June 18,2015 Continued on page 2 A WARNING.vwa y,dasrgn panmetam and READ NOTES ON TMS AND INCLUDED M/TEK REFERANCE PAGE I WI.7473 n-.02/10,2015 BEFORE USE. Design valid far use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. ' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MOWerector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITPlt Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 JOb — ITruss Truss ype -- Qty Ply �Grider eonst.I McGurrin-Garage/JK T717066.5J140448A FF01 Floor 3 1 --- _ eference(optional Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:19:18 2015 Page 2 ID:GfbAEYIpU7_02UNhdEwHlaz8JUd-m?1 y_dV28m4Oj1NOXk6U9whRntjv8zAwFRuCWWzSAXt LOAD CASE(S) 15)User defined:Lumber Increase=1.00,Plate Increase=1.00 Un'Iform Loads(plf) Vert:18-35=8(1`),1-17=96(1`) Concentrated Loads(lb) Vert:36=535 37=135 38=135 39=135 40=535 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 1111114473 rev.02/16/'1015 BEFORE USE. Design valid for use only voth MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/if Il Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • n166 Truss Type Qty Ply Grider wnst./McGurrin-Garage/JK 77170666 J140418A FF02 FLOOR 10 1 Job Reference LoJ�tional) Mwaling Building Suppbs Jm&0nvft.FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:19:19 2015 Page 1 ID:GfbAEYIpU7_02UNhdEwH Iaz8JUd-EBbKCzWgv3DFLgbklq?OSv_xy7Fgl6E2T5el2yz5AXs X1-30 Iii F 2'40--I1 Scale=138.3 3x4 - 4x7= 4x4= 3x4= 3x3= 3x3= 3x3 - 3x3= 3x6 FP 4x4= 4x7 = 1 2 3 4 5 6 7 8 9 10 11 qq 1 d 26 25 24 23 22 21 20 19 18 17 18 15 14 13 12 3x3 11 4x7= 4x4 = 3x4= 4.7 11 3x6 FP-3x6 3x8 3x8 II 3x8 11 4.7 11 3x4= 4x4= 07= 3x3 1-6-0 _ 4-0-0 _ 6-8-0 _. 9-0-0 12-11-8 15.5.8 17-11-8 20.5.8 21-11$ ~-1-6-0 _ 2-6-0 1-6-0_._ -_---..ze-0 Plate Offsets-(X,Y)-- f 1 Edge,0-1-8],111;0-3-0 Edge],j18:0-3-0 0-0� - -- LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.30 18-19 >866 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.58 18-19 >447 360 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:129 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1D(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except 8-11:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.1D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 26=1128/Mechanical,12=1128/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-26=-1127/0,11-12=-1127/0,1-2=-1166/0,2-3=-2932/0,34=4311/0,4-5=-5123/0, 5-6=-5278/0,6-7=-5123/0,7-8=-4309/0,8-9=-4309/0,9-10=-2931/0,10-11=-1166/0 BOT CHORD 24-25=0/2193,23-24=0/3726,22-23=0/3725,21-22=0/4842,20-21=0/4842,19-20=0/5278, 18-19=0/5278,17-18=0/5278,16-17=0/4842,15-16=0/3723,14-15=0/3724, 13-14=0/2194 WEBS 11-13=0/1552,1-25=0/1552,10-13=-1429/0,2-25=1429/0,10-14=0/1026,2-24=0/1028, 9-14=-1102/0,3-24=-1104/0,9-16=0/794,3-22=0/794,7-16=-722/0,4-22=-720/0, 7-17=0/490,4-20=0/489,5-19=-295/291,6-18=-296/291,5-20=584/150,6-17=-584/150 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. ,�I U N V 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� PQ 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to `��,Q•,•\G'E N 3• �� be attached to walls at their outer ends or restrained by other means. ` V F•�•• N 68182 �•� T F10 :•�: :0 10 FL Cert. 6634 June 18,2015 WARNING-Verify deal,,.paramet rs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02/16/2015 BEFORE USE. Design valid for use only Wth MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �t Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Truss Truss Type Qty Ply Gritler const./McGurrin-Garage/JK T7170667 J140446A FF03 Floor 16 1 7 Job Reference(optionag Maryut Building supplies, Jedraonvl8e,FL 7.620 s AAppr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:19:20 2015 Page 1 ID:GfbAEYIpU7-02UNhdEwHlazBJUd-iN8iPJXIgNL6ygAwsXWd?6W7uWYgl b9BilNJaPz5AXr I 1_&0 2-0-8_ Scale:1/2"=T I 69.0 r 3x8 = 1 3x8 2 3 4 5 3x6 6 7 15 14 13 12 11 10 9 8 4x4 = 34= 4x4= 1-6-0 _ 4-a0 10-3.8 12-9.8 14-3-8 1-6-0 2-6-0 - 63-0 - -� 2460 1 Plate Offsets(X,Y)- [7:0-3-0-Edge] -- LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.15 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.25 12-13 >672 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:78 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:11-12,10-11. REACTIONS. (Ib/size) 15=730/Mechanical,8=730/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-723/0,7-8=-727/0,1-2=708/0,2-3=-1680/0,3-4=-2072/0,4-5=-2072/0,5-6=11674/10,6-7=-709/0 BOT CHORD 13-14=0/1342,12-13=0/1977,11-12=0/2072,10.11=0/2072,9-10=0/1331 WEBS 7-9=0/944,1-14=0/943,6-9=-865/0,2-14=881/0,6-10=0/484,2-13=0/470,5-10=-603/0,3-13=413/0,3-12=-48/344 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 111111111//1 %�`-0 ouI N vF�1•. N 68182 0�.. T F ;•411 � . �J*'�1is ••N 1 111111111111 FL Cert. 6634 June 18,2015 A WARNING-verily design parsmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.02116/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ' • nus -',Truss Type Qty Ply Grider const.I McGumn-Garage I JK 77170668 J140449A FF04 (Floor 4 1 -- -- lob Reference(optionao_ I Mrstfltg M&M S q*w JlkkwnvlM,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:19:20 2015 Pagge 1 ID:GfbAEYIpU7_02UNhdEwH Iaz8JUd-iN8iPJXIgNL6ygAwsXWd?6WDa1Mwl ezBiINJaPz5AXr 1-3-0 3x6 Scale=1:11.0 1 3x8= 2 1.5x4 3 1.5x4 4 I I 0 3x3= 8 7 8 5 3x3 3x3 3x3 I' F_ 3-7-3 5-1-3 3-7-3 1-60 LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.15 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.12 Vert(TL) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC201 O/TPI2007 (Matrix) Weight:30 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=252/Mechanical,5=252/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=0/307,1-7=0/307 NOTES. 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 00I N"V N 68182 O: T F '•� ,4 . 1 � FL Cert. 6634 June 18,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIFT47J rev.02/16/2015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the M iTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 ncg zc m D * H JC x m p ( I O 3 z^ D H p W 1. m N n cr +� o w D > ' D O O c -•cD Q Q p (� 'O � zna �opa �m �� ,n z 9.on a ° �5Q _ Q03 o aD Q°° a ° am Q- (3 v83 QmR o n -0 � � � g< mnQ3 Oon N � N i . LeO �v7aazpO° zr c °°(° Q � o�� ° ° >° Q . >. Q n a o o mom ao D .� Qo DQDc� (Q Ny ° 5 ° oQ'( -) 4 Q °-6oo0 3 m° O oID ZF 3 � � (D z° oo9 Qo 7vNo �° n � ° (DNno DO M Qm • � C � o flc) 3. �0 N Q C) C x 9 c cp o S; (T o D N D n D O D (D mm z n D TOP CHORD (p A N C) m z 2 m m O co A n p 3 0 O z °D f Z m "o v m C H m ova ,� _ C ti A m J y m Q Z x m �N 0 n CD mNN D HN �D Om n _ LrV M (A m m >-< O W2-7 Q N a �• 7J n O (,),o < Z �� w tiCD S V H T D A O p o m m m iO Vol m 0m D H 0 N v ?m __� A��* ® D p a ° w m (Q N n N x p N 01 (7 NO (D Cn C4-5 A v a TOP CHORD N �o W C) Y1 � gam z u as Z < o.<m 0 0�° m° 3 �� o�n c� S� so oo.o c oma.° m p°< ,5- a C ao om -o (D �_ v°o o ag ° m ° m 3 < =� 0�m moo ° oo � Ro n.n -Q C) Q°Q f.� � � 0c° ° m 3 sma ><m �m -� 0o Q CD ° 0 m " 3 s m m o < ° o m m° m 3 m ° 2 (Q ^ �° 5 �c cD 3 o o n 0 n °.° CD c m� � g�. 0 0 ,a o 3 n °x � �� °o (D O V, m a o= 0 o S 9 a m m o a _ m X m c °m �o m °p m (D o o-o, ° pc m-o �m N o 4'" N <° n c�3 mm 'm c �° x O C 3 =O MoD o °° n a n3 a ID ° (D m m3 Qo �0N ° a a�° ° O ° � -vim m -° a ° ° m 3m ID o a 3 on moo os -° -' o <3 0? Qmm <m �, s c°� am c 6 3m' o N� o° oo '� oc o m a� N 9'a no °v 7.Q CD nc �o mo° �N o j °m ca ° � 3ma °gym °nm m5 � ° o- � ° (D 004m ° ° v � o oQa °- �� oo mo 00 moo' avc °N o3 °�. v0.�°n s -R. m� ao <_m QD. O� n CD d 5. ^ <(D Pia m 13 m p ° �a om �'° noo �m CD fm >00 ` � � mo°a a� °m m� °� m m cQ o mm °° o' -0. °� om S� yo2 0 00 <� goa N Q o� a . om .0n I=D(D m� Uo �Q -°a0 v mm os yo° � � C /� n �o n F o - -O mo -� 3 -D no oQ° �•S Q ii ° 03 mo ° o 0. °o 5 ° � o0 00 00 a� \v�o mo Q om a� -a(D am c � m s o ° 3' � o o �o °n n a- n 3 /}� ° f mo o °H �a °° maw � o m oS mac. N° �°. CD (D �V n �,nr "j o s ., a m �3 °a o� n 7 ma � ° sm mo m ° on° m o o m m ° N ��. n 3 m m °2 ° m, C. s ?o c S ° o o a a o D 7 a aCD C1 Mio ma �0 m o' m a5 0 om :3 3 `m� M Z Q sm 3, O CD M N Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek� FILE C� RE: J140448 - Grider Const. / McGorrin MH /JK MiTek USA, Inc. Site Information: 66T904 Parke East Blvd. Customer Info: Grider Construction Project Name: McGurrin - Main House Model: rid�er3610 4115 Lot/Block: Subdivision: Address: 659 Beach Ave City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 65.0 psf This package includes 73 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date No. I Seal# Truss Name Date j 11 1 T7170592 1 F01 6/19/015 118 IT7170609 I A02 6/19/015 12 1 T7170593 I F02 16/19/015 119 1 T7170610 1 A03 16/19/015 13 1 T7170594 1 F03 16/19/015 120 1 T7170611 1 A04 16/19/015 14 1 T7170595 I F04 16/19/015 121 1 T7170612 I A05 16/19/015 15 I T7170596 I F05 16/19/015 122 1 T7170613 I A06 16/19/015 16 I T7170597 I F06 16/19/015 123 1 T7170614 I A07 16/19/015 17 I T7170598 I F07 16/19/015 124 1 T7170615 I B01 16/19/015 18 I T7170599 I F08 16/19/015 125 1 T7170616 1 B02 1 Wlfij 19 I T7170600 I F09 16/19/015 126 1 T7170617 1 B03 16/19/015 110 1 T7170601 I F10 16/19/015 127 1 T7170618 I C01 16/19/015 Ill 1 T7170602 I F11 16/19/015 128 1 T7170619 I CO2 16/19/015 112 1 T7170603 I F12 16/19/015 129 1 T7170620 I CO3 16/19/015 113 I T7170604 I F13 16/19/015 130 1 T7170621 I D01 16/19/015 114 1 T7170605 1 F14 16/19/015 131 1 T7170622 1 D02 16/19/015 115 I T7170606 1 F15 16/19/015 132 1 T7170623 1 D03 16/19/015 116 1 T7170607 1 F16 16/19/015 133 1 T7170624 1 D04 16/19/015 117 1 T7170608 I A01 16/19/015 134 1 T7170625 1 D05 16/19/015 The truss drawing(s)referenced above have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters � E ' <B'•,'� provided by Manning Building Supplies. :�.Z••.•�� SF•.'9,L�,� Truss Design Engineer's Name: Albani, Thomas 0 My license renewal date for the state of Florida is February 28,2017. IMPORTANT NOTE:Truss Engineer's responsibility is solely for ' : 3 STATE OF 44/� design of individual trusses based upon design parameters shown ;C) on referenced truss drawings. Parameters have not been verified %,� •:� O R as appropriate for any use. Any location identification specified is �'�,SS ...... ��` for file reference onlyand has not been used in preparing design. �,;�NA1-E%��` P P g 9 �►�ii�i��r� Suitability of truss designs for any particular building is the _ responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 { per ANSI/TPI-1, Chapter 2. June 19,2015 Albarii. Thomas 1 of 2 RE: J140448 - Grider Const. / McGorrin MH /JK Site Information: Customer Info: Grider Construction Project Name: McGurrin - Main House Model: Grider Lot/Block: Subdivision: Address: 659 Beach Ave City: Atlantic Beach State: FL No. Seal# Truss Name I Date j 35 ;T7170626 JE01 6/19/015 136 I T7170627 I E02 16/19/015 137 I T7170628 I E03 16/19/015 138 I T7170629 I G01 16/19/015 139 I T7170630 I G02 16/19/015 140 I T7170631 I G03 16/19/015 141 I T7170632 I G04 16/19/015 142 I T7170633 I G05 16119/015 143 I T7170634 I G06 16/19/015 144 I T7170635 I G07 16/19/015 145 I T7170636 I G08 16/19/015 146 I T7170637 I G09 16/19/015 147 I T7170638 I G 10 16/19/015 148 I T7170639 I G 11 16/19/0151 149 i T7170640 I G 12 16/19/015 150 I T7170641 I G 13 16/19/015 151 I T7170642 I J01 16/19/015 152 I T7170643 I J02 16/19/015 153 I T7170644 I J03 16/19/015 154 I T7170645 I J04 16/19/015 155 I T7170646 I J06 16/19/015 156 I T7170647 I J07 16/19/015 157 I T7170648 I J08 16/19/015 158 I T7170649 I J08A 16/19/015 159 I T7170650 I J09 16/19/0151 160 I T7170651 I J 10 16/19/015 161 I T7170652 I J 11 16/19/015 162 I T7170653 I J 12 16/19/015 163 I T7170654 I J13 16/19/015 164 I T7170655 I J14 16/19/015 165 I T7170656 I J 15 16/19/015 166 I T7170657 I J16 16/19/015 167 I T7170658 I J 17 16/19/015 168 I T7170659 I J 18 16/19/015 169 I T7170660 I J19 16/19/015 170 I T7170661 I J20 16/19/015 171 I T7170662 I J21 16/19/015 I 172 I T7170663 I J22 16/19/015 173 I T7170664 I J23 16/19/015 2of2 Job russ I fuss I ype Qty '�Ply Grider Const./McGorrin MH/JK T7170592 J140448 F01 Floor 21I 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan - Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 08:50:33 2015 Page 1 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-RJ7e8B4DLMxwjYJDZz5FPm?OOGUaKKLRg?pvFhz56Za 1-3-0 0 10 8� 2-0-0 Scale=1:39.6 11-3-0 3x4= r 6x6= 4x4= 3x4= 1.5x4 11 3x6 FP= 4x4= 6x6= 1 2 3 4 5 6 7 8 9 10 11 12 0 I co 25 24 23 22 21 20 19 16 17 16 15 14 13 5x5= 3xB MT20HS FP= 1.5x4 3x4= 4x4= 5x5= 4x4= 3x4= 14-0 4-0-0 6-6-0 9-0-0 13-4-8 14-7-8 17-1-8 19-7-8 22-1-8 23-7-8 t-6-0 2-6-0 2-6-0 2-6-0 4-4-8 1-3-0 2-6-0 2-6-0 2 Plate Offsets(X Y)-- f1:Edge 0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Ven(LL) -0.29 19 >956 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.57 19 >492 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.11 13 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:130 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:19-20,18-19,17-18. REACTIONS. (Ib/size) 25=1215/Mechanical,13=1215/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25=-1209/0,12-13=-1209/0,1-2=-988/0,2-3=-2532/0,3-4=-3630/0,4-5=-4314/0, 5-6=-4572/0,6-7=-4572/0,7-8=-4313/0,8-9=-3630/0,9-10=-3630/0,10-11=-2532/0, 11-12=-988/0 BOT CHORD 23-24=0/1874,22-23=0/3173,21-22=0/3173,20-21=0/4073,19-20=0/4531, 18-19=0/4572,17-18=0/4572,16-17=0/4068,15-16=0/3174,14-15=0/1873 WEBS 12-14=011484,1-24=0/1484,11-14=-1406/0,2-24=-1406/0,11-15=0/1046,2-23=0/1045, 10-15=-1020/0,3-23=-1018/0,10-16=0/-724,3-21=0/726,8-16=-696/0,4-21=-704/0, 8-17=0/511,4-20=0/401,7-17=-636/0,5-20=-435/0,6-19=-282/98,5-19=-261/471 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless 3)All plates are 3x3 MT20 unless otherwise)inindicated. icant ed. ,% P,S A��q�--,, 4)Refer to girder(s)for truss to truss connections. ,� O\�' .•••"'••. a �� 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •�\G E N s.• 9 �� 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. V F•�'. Strongbacks to be attached to walls at their outer ends or restrained by other means. : 3938 ' ATE • �•• •� . � . •,�'�S,S��N A`E��• 11, FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design 8 based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown be' Is for lateral suiDport of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillity of the MiTek' erector. Additional permanent bracing of The overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaAatAe from Truss Plate Insittute.781 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 I Job russ Truss Type Qty Ply Grider Const./McGorrin MH/X T7170593 J140448 F02 Floor 2 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 08:50:34 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7i F L-wW h 1 MX5r6g3nKi uQ7gcUyzYH W guY3okavfZSn8z56ZZ 1-3-0 Oh—� 2� 0 0 Scale=1:33.5 4x7= 3x5= 4x4= 4x7= 1 2 3 4 5 6 7 8 9 0 co m I� 6 22 21 20 19 18 17 16 15 14 13 12 11 10 5x5= 36= 3x6 I 3x6 I I 3x6 11 3x6 11 4x4= 5x5= 6-6-0 9-6-8 19-9-8 6-6-0 3-0-8 10-3-0 Plate Offsets(X Y)-- 11:Edqe0-1-81 f9:0-3-0 Edge] f 16:0-3-0,0-0-01 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.15 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.30 15-16 >793 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.05 10 n/a rVa BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:120 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1D(flat)`Except` except end verticals. 14-19:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 22=1015/Mechanical,10=1015/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-1013/0,9-10=-1009/0,1-2=-814/0,2-3=-2022/0,3-4=-2885/0,4-5=-3257/0, 5-6=-3251/0,6-7=-2797/0,7-8=-2035/0,8-9=-810/0 BOT CHORD 20-21=0/1534,19-20=0/2525,18-19=0/2524,17-18=0/3257,16-17=0/3257, 15-16=0/3257,14-15=0/3129,13-14=0/3129,12-13=0/2506,11-12=0/1536 WEBS 9-11=0/1217,8-11=-1154/0,8-12=0!7911 7-12=-748/0,7-13=0/462,6-13=-527/0, 6-15=0/292,5-15=-304/214,1-21=0/1223,2-21=-1144/0,2-20=0/774,3-20=-798/0, 3-18=0/586,5-16=-339/82,4-17=0/576,4-18=-883/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 3)RIe elrato giarde(s)fo trruss tlo truss connnect onisated. `,``��PS A� q,�',,♦ 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. O� •..••• �e 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ,`� E N 5+�. 9A�♦� Strongbacks to be attached to walls at their outer ends or restrained by other means. j3938 - ,rte 71 lYrJ rr C.�. (v ATE • i 41 ♦♦��,S�O N A` FL Cert. 6634 June 19,2015 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM7473 rev.02/15/2015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component. p Applicability of design parameters and proper Incorporation of component Is responsibility of txllldirxd designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 1 J Job russ TruSs Type Oty I Ply Grider Const./McGorrin MH/JK 77170594 J140448 F03 Floor 2 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan - Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 08:50:34 2015 Page 1 I D:Nx2jG_M4EzG ROODAwkOBFbz7i FL-wW h t MX5r6g3nKiuQ7gcUyzYCdgtO3gpavfZSn8z56ZZ 1-3-0 0-9-8 2-0-0 0-10-0� Scale=1:22.0 6-9-0 3x3= 3x3= 3x3= 1.5x4 11 44= 3x6= 13x6— 2 3 4 5 6 7 0 co Il 15 14 13 12 11 10 9 8 3x3 I I 3x4= 3x3= 3x3= 1.5x4 11 4x4= 3x4= 3x3 1 6-6-0 13-1-8 6-6-0 6-7-8 Plate Offsets(X Y)-- (10:0-1-8 Edge) LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.10 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.19 11-12 >827 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(fL) 0.02 8 n/a rUa BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:76 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1 D(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP NoAD(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 15=669/Mechanical,8=669/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-665/0,7-8=-643/0,1-2=-502/0,2-3=-1164/0,3-4=-1366/0,4-5=-1259/0, 5-6=-1259/0,6-7=-477/0 BOT CHORD 13-14=0/943,12-13=0/1376,11-12=0/1259,10-11=0/1259,9-10=0/963 WEBS 1-14=0/755,2-14=-700/0,2-13=0/351,3-13=-336/0,7-9=0/716,6-9=-772/0, 4-12=-26/290,4-11=-288/0,5-10=-393/0,6-10=0/687 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1t iI I IIIII111I1 `�`PS A. O, • G•E•N a 3938 (i ATE 00 . 40 FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.0217512015 BEFORE USE. Design valid for use only with MRek connectors.This design is based only upon parameters shown,and Is for an Individual building component. " Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the Mitek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regcxding fabrication,(viatty,control,storage,delivery,erection and bracing,conadt ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avaNabie from Truss Plate InstRate,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job rus5 Truns Type Qty I Ply Grider Const./McGorrin MH/JK 77770595 J140448 F04 Floor 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Pnnt:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 08:50:35 2015 Page 1 I D:Nx2jG_M4EzG ROODAwkOBFbz7i FL-OI FPZt5Ts_BeyrTchO7j U B4Md4CDoHgk8J IOJaz56ZY 1-3-0 09- 2-0-0 ___i1-6-0 0-_If8 Scale=1:23.1 7-5-0 3x4= 1.5x4 II 1.5x4= 1 4x7— 2 3 4 5 6 7 116 0 ck0 15 14 13 12 11 10 9 4x4= 1.5x4 II 3x4— 1 6-0 4-0-0 6-6-0 9-9-8 12-3-8 13-9-8 1-6-0 2-6-0 2-6-0 3-3-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- 11:Edge 0-1-8) (7:0-1-8 Edge1 [16:0-1-8,0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.12 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.21 11-12 >773 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2010ITPI2007 (Matrix) Weight:78 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 15=704/Mechanical,8=698/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-700/0,8-16=-674/0,7-16=-673/0,1-2=-534/0,2-3=-1250/0,3-4=-1516/0, 4-5=-1438/0,5-6=-1438/0,6-7=-509/0 BOT CHORD 13-14=0/1003,12-13=0/1487,11-12=0/1438,10-11=0/1438,9-10=0/1003 WEBS 7-9=0/744,1-14=0/802,6-9=-783/0,2-14=-746/0,2-13=0/392,3-13=-377/0, 4-12=-88/265,4-11=-305/0,5-10=-280/0,6-10=0/671 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend xbe attacched to wallsongbacks,on dattheiir outer or retained by otherd fastened each means. with 3-10d(0.131"X 3")nails. ♦,♦��♦-�^jPS'!4„!q1 Strongbacks t 6)CAUTION,Do not erect truss backwards. E NS O\`r'•. e 3VAT c ♦♦ 10 N A E %% '1111 FL Cert. 6634 June 19,2015 Q WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.02/15!1015 BEFORE USE. Design valid for use only with M(tek connectors.This design is based only upon parameters shown,and is for an Individual bolding component. Applicability of design parameters and proper Incorporation of component Is resPonslbiIlly of txrllding designer-not truss designer.Bracing shown Is for lateral support of IndtMuai web members only. Additional temporary bracing To Insure stability during consinx:flon Is the responsibility of the Mitek' erector. Additional permanent bracing of the overall stnicture Is the responsibility of the!wilding designer.For general guidance regarding fabricationt quallty control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. j Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job russ russ ype Qty y Grider Const./McGorrin MH/JK , T7170596 J140448 F05 Floor 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s APPr 30 2015 MiTek Industries,Inc.Thu Jun 18 08:50:35 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-Oi FPZt5Ts_BeyrTchO7j UB4RU41 qol Ek8JIOJaz56ZY 1-3-0 � 1-7-10f 11-6 0--48 Scale=1:23.1 1.5x4 11 1.5x4 11 3x6= 1.5x4= 1 3x6= 2 3 4 5 6 7 8 19 0 ao 18 17 16 14 13 12 11 10 1.5x4 11 1.5x4 II 4-8-8 4-V-9 6-1-1 7-4-1 9-9-8 12-3-B 13-9-8 4-8-8 0-6-2 1-4-8 1-3-0 2-5-6 2-6-0 1-6-0 Plate Offsets(XY)-- f19:0-1-80-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.03 11-12 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.49 Vert(TL) -0.05 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:84 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:15-16,14-15. REACTIONS. (Ib/size) 18=239/Mechanical,9=459/0-4-12,15=704/0-2-13 Max Grav 18=246(LC 10),9=466(LC 7),15=711(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-19=-461/0,8-19=-461/0,4-5=-358/0,5-6=-662/0,6-7=-662/0,7-8=-332/0 BOT CHORD 13-14=0/662,12-13=0/662,11-12=0/662,10-11=0/620 r WEBS 4-15=-682/0,1-17=0/262,8-10=0/483,4-14=0/449,7-10=457/0,5-14=-494/0 NOTES- 1) OTES-1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. t 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. `��►� ��/�� Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. O\�'�.C E'Nis J 3938 •`ir -- ATE ;� . i i i,J# /ON A ` W%% FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/1512015 BEFORE USE. Design vaild for use only with MITek connectors.This design is badparametersseonly upon parameters shown,and is for an Individual building component. A k Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral 9-pport of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllity of the Mitek erector. Additional permanent bracing of the overall stntcture is the responsibility of the building designer.For general guldance regarding fabrication,cµraltty control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street Suite 312.Alexandrla.VA 22314. Tampa.FL 33610 Job rusS Truss Type Oty y Grider Const./McGorrin MH I JK T7no597 J140448 F06 Floor 7 i 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 08:5036 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-supnnD65d HJVa?2oF5ey 1 OdX4TZjXj4tMz2ZrOz56ZX 1-3-0 2-1-0 Scale=1:28.1 6-9-0 i 4x7= 1 4x7= 2 3 4 53x10— 6 7 8 0 co 17 16 15 14 13 12 11 10 9 4x4= 3x6= 3x5= 4x4= 1-6-0 4-0-0 2 66-0 10-5-8 12-11-8 15-5-8 16-11-8 1-6-0 2-6-0 6-0 3-11-8 2-6-0 2-6-0 1-6-0 Plate Offsets(XY)-- 11 Edge 0-1-81 f5:0-4-8 Edgel f8:0-3-0 Edgel [13:0-1-8 Edgel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.16 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.28 12-13 >721 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2010i'TP12007 (Matrix) Weight:100 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 D(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 17=868/Mechanical,9=868/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=-866/0,8-9=-864/0,1-2=-685/0,2-3=-1648/0,3-4=-2313/0,4-5=-2313/0, 5-6=-2196/0,6-7=-1664/0,7-8=-679/0 BOT CHORD 15-16=0/1286,14-15=012018,13-14=0/2313,12-13=0/2315,11-12=0/2035, 10-11=0/1282 WEBS 8-10=0/1021,1-16=0/1028,7-10=-957/0,2-16=-955/0,7-11=0/607,2-15=0/575, 6-11=-588/0,3-15=-587/0,6-12=0/329,3-14=0/599,5-12=-371/25,4-14=-288/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girders)for truss to truss connections. 4)"Semi-rigid realks with fixed heels"Member 5)Recommend 12 6bst ongbacks,on edge,spaced at 10-0 o 0 oc and fastened to each truss xity model was used in the lwith 3- 0d(0.131 s and design of 1 truss. X3')nails. �� CJ i A.� Strongbacks to be attached to walls at their outer ends or restrained by other means. ��`�\v,••C E N• 3938 •' Mir X ATE 44/ % i i41; iO N A� FL Cert. 6634 June 19,2015 Q WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.0211r.2015 BEFORE USE. Design valid for use only with Mflek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of budidkrg designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job ' Truss TruSs Type Qty y Grider Const./McGorrin MH/JK T7170598 J140448 F07 Floor 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 08:50:37 2015 Page 1 I D:Nx2jG_M4EzG ROODAwkOBFbz7iFL-K4N9_Z7kObR LB9d?op9BZcAm2tx_GCRObdn6OTz56ZW 1-3-0� 00-1�11 2-0-0 � 1-6-12� Scale=1:28.2 3x6= 1.5x4 11 3x6= 1.5x4 I i 1.5x4 11 3x6= 1.5x4 11 1.5x4 11 3x6= 1 2 3 4 5 6 7 8 9 10 11 i 0 I 23 22 21 20 19 17 16 14 13 12 1.5x4 11 8-4-12 8 6 4 12-3-4 12,4r12 16-11-8 8-4-12 0-1-8 3-9-0 0-t-8 4-6-12 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.06 20 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.11 20 >952 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 12 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:105 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)18=0-3-8,15=0-3-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)except 23=515(LC 16),12=271(LC 11),18=452(LC 12), 15=544(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-509/0,11-12=-275/0,1-2=-366/0,2-3=-773/0,3-4=-779/0,4-5=-779/0, 5-6=-400/0,6-7=-400/0,7-8=-400/0 BOT CHORD 21-22=0/691,20-21=0/779,19-20=0/779,18-19=0/443,17-18=0/443,16-17=0/400 WEBS 5-18=-453/0,8-15=-545/0,1-22=01550,2-22=-515/0,8-16=0/418,11-13=0/317, 4-19=-268/0,5-19=0/522 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks with fixed heels"Member 5)Recommend 2x6 st ongbacks,on edge,paced at10 f0 0 c and fastened to each truss llI truss. with 3-110d(0.131 X3")nails. `` cJ'A!t Strongbacks to be attached to walls at their outer ends or restrained by other means. •..••• . 6)CAUTION,Do not erect truss backwards. �� GEN$ •,'9A_�� ` 3938 Nr ATE '44/ ` i OR ,• i FL Cert. 6634 June 19,2015 0 WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111.7473 rev.02/152015 BEFORE USE. Design vaiid for use only with MBek connectors.This design is based only upon parameters shown.and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of brdlding designer-not truss designer.BraclW shown is for lateral support of Individual web members only. AddBional temporary bracing to Insure stability during constructlon Is the responsibAilty of the MiTek' erector. Additional permanent tracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,clual6y,control,storage,delivery,erection and brackhg,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,AJexanxdrkl,VA 22314. Tampa,FL 33610 o • fuss runs ype ty y Grider Const./McGorrin MH/JK T7170599 J140448 FOB Floor 4 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 08:50:37 2015 Page 1 I D:Nx2jG_M4EZGROODAwkOBFbz7i F L-K4N9_Z7kObR LB9d?op9BZcAm21x_GC RObdn6OTz56ZW 1-3-0 0-10-12 2-0-0 1�_ Scale=1:28.2 3x6= 1.5x4 11 3x6= 1.5x4 I 1.5x4 11 3x6= 1.5x4 11 1.5x4 11 3x6= 1 2 3 4 5 6 7 8 9 10 11 0 23 22 21 20 19 17 16 14 13 12 1.5x4 II 8-6-48- -8 12-3-0 12 -4 16-11-8 8-6-4 0-9-4 3-8-8 0- -4 4-8-4 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.06 20 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.11 20 >952 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 12 n/a n1a BCDL 5.0 Code FBC2010[TP12007 (Matrix) Weight:105 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length)18=0-3-8,15=0-3-8. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)except 23=515(LC 16),12=271(LC 11),18=452(LC 12), 15=544(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-509/0,11-12=-275/0,1-2=-366/0,2-3=-773/0,3-4=-779/0,4-5=-779/0, 5-6=-400/0,6-7=-400/0,7-8=-400/0 BOT CHORD 21-22=0/691,20-21=0/779,19-20=0679,18-19=0/443,17-18=0/443,16-17=0/400 WEBS 5-18=-453/0,8-15=-545/0,1-22=0/550,2-22=-515/0,8-16=0/418,11-13=0/317, 4-19=-268/0,5-19=0/522 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks with fixed heels"Member end s truss. 5)Recommend 2x6 st ongbacks,on edge,paced at 10-0 model-0 ocand fastened to each truss llI with 3-11 Od(0.131 X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �%O\�• .••••• �e �� 6)CAUTION,Do not erect truss backwards. ,��•,•�\Ci E N 5'�:•.'9A_�� 3V8 "..'• 441ATE �� F • C? FL Cert. 6634 June 19,2015 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.024662015 BEFORE USE. Design valid for rue only with MIIek connectors.This design Is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of t"Idkng designer-not taus designer.Bracing shown Is for lateral support of Individual ividual web members only. AddBional temporary bracing to insure stability durhg construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job TrussType Qty y -Grider Const./McGorrin MH/JK T7170600J140448 F09 Floor 9 '. 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 08:50:38 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-oHxXBvBM9vZCpJC BM W hQ6pitxHDN?e4AgHXgwvz56ZV 1-3.0 0-10-12 2-0-0 0H8 r � Scale:3/4'=1' 3x3= 3x3= 1.5x4 11 3x4= 1 3x6— 2 3 4 5 12 1.5x4 0 00 3x4= 11 10 9 8 7 3{3- 3x3= 1.5x4 11 3x3 11 3x3= 4-0-0 8-7-12 4-0-0 4-7-12 Plate Offsets(X Y) 15:0-1 8 Edge],[7:0-1-8 Edgel [12'0-1-8 0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.09 8 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.16 8-9 >611 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:521b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 20 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=436/Mechanical,6=430/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-429/0,6-12=-493/0,5-12=-493/0,1-2=-297/0,2-3=-570/0,3-4=-478/0, 4-5=-478/0 BOT CHORD 9-10=0/564,8-9=0/478,7-8=0/478 WEBS 1-10=0/447,2-10=-423/0,5-7=0/689,4-7=-334/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 1 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. A. • 6 �'� ` 3938 O.• ATE 441; 11j* SAO N A,-�;.�`� X1181111111111110 FL Cert. 6634 June 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev.021152015 BEFORE USE. Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper incorporation of component Is respons"Itty of building designer-not truss designer.&acting shown Is for lateral support of fndtMuai web members only. Additional temporary bracing to Insure stability during construction is the responsiblilly,of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding fabdcation,qualtty,control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job • Truss Truss Type aty Ply Grider Const./McGorrin MH/JK �T71]70-601 J140448 F10 Floor 11 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 08:50:38 2015 Page 1 1 D:Nx2jG_M4EZGROODAwkOBFbz7i FL-oHxXBv8M9vZCpJC BMW h06pi 16HPZ?g2Aq HXgwvz56ZV 1-3-0 = 1-6-12 3x3 tTI— 1 3x6= 21.5x4 I 31.5x4 II 4 Scale=1:11.3 9 1.5x4 0 co 3x3= B 7 6 3x3= 3x3 I 3x3— 4-9-12 4-9-12 Plate Offsets(X Y) [9:0-1-8,0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.10 Vert(TL) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 n/a rVa BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=237/Mechanical,5=231/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. `,,`�►1111111/��,' 3938 ATE .'441 "0 . l� ++ ��lilllll��` FL Cert. 6634 June 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.0271612016 BEFORE USE. Design valid for use only with MIIek connectors.This design Is based only upon parameters shown,and is for an Individual building component. . Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary biaci ng to Insure stability during construction Is the responsibility of the Mitek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding tabricallon,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job russ rusS Type QtY 1 Ply Grider Const./McGorrin MH/JK I T7170602 J140448 F11 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 08:50:39 2015 Page 1 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-GTUwPF9_wCi3RTnNwDCft1 F55hivk7vJ2xGDSLz56ZU 0-1-8 THA422 3x6= F1 3�3— 14-0 211.5x¢ 1J 1-6-12 o+5x4 11 4 Scale=1:11.3 9 1. 4 i 3x3= 7 6 5 3x3= 3x3= 3x3 I 4-9-12 4-9-12 Plate Offsets(X Y) [9:0-1-8,0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.28 Vert(TL) -0.02 7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:32 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=395/0-1-8,5=274/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-374/011-9=-374/0,4-5=-284/0 WEBS 4-6=0/331,1-7=0/317,2-7=-267/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Use Simpson Strong-Tie THA422(Single Chord Girder)or equivalent at 0-11-8 from the left end to connect truss(es)to back face ```,�1/ ►/I��' of top chord. P's 8)Fill all nail holes where hanger is in contact with lumber. ,% 0 .•••" ••. a �� 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `� .•��G ENS*-. LOAD CASE(S) Standard 3938 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-8,1-4=-96 � Concentrated Loads(lb) :rte_ Vert:10=-200(8) i ATE i��'y 4 �i��O N A\-E��% FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Mll-7473 rev.02/162015 BEFORE USE. Design valid for use only with Milek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of Lxdlding designer-not truss designer.&acing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the Mitek erector. Additional permanent bracirng of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI7TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parise East Bbd. Safety Information avalable from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job r rubsrUss ype ty -, y Grider Const./McGorrin MH/JK T7170603 J140448 F12 Floor 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 08:50:40 2015 Page 1 I D:Nx2jG_M4EzG ROODAwkOBFbz7iF L-kf2lcb9ch W gw2dLaUxjuBEnNg56nTbwTHbOn_nz56ZT 0-4-0 3x6 II 3x6 3x6= 1 1-3-0 a a�1 5x4 11 5 Scale=1:11.3 I i 0 6 I 1.5x4 II 3x3_ 9 8 7 6 3x3= 3x3 11 0-4-0 4-0-0 0-4-0 3-8-0 Plate Offsets(X Y) f9:Edge 0-0-121 - LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.05 Vert(TL) -0.00 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 HOrz(f L) -0.00 6 n/a rVa BCDL 5.0 Code FBC2010I P12007 (Matrix) Weight:30Ito FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=181/Mechanical,1=181/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. /11111111/r� N's 3938 Mir : ATE :��/• ,�T••.�4 O R i4# ,'e'4'9�0 NAL E?0% ��rrr1111111/� FL Cert. 6634 June 19,2015 ©WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev.02/182075 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of Lxillding designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the resporutblllity of the WO � erector. Additional permanent bracing of the overall stricture Is the responsibility of the building designer.for general guk$ance regarding fabrication.quality control,storage.delivery,erection and brae Irvg,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job rusS Truss Type Qty Ply Grider Const./McGorrin MH/JK 77170604 J140448 F13 Floor 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 08:50:40 2015 Pagel I D:Nx2jG_M4EzG ROODAwkOBFbz7i FL-kf2lcb9chW gw2dLaUxjuBEnNr55VTbiTHbOn_nz56ZT 0-4-0 3x6 11 3x6 11 3x3= 1-3-0 1-2-8 4+1'.5x4 1I 5 j—� �� . a Scale=1:11.3 10 1.5x4= 0 aD 1.5x4 II 3103= 9 8 7 3x3= 3x3= 0-4-0 4-8-0 0-4-0 4-4-0 Plate Offsets(X Y) (9:Edge 0 0-121 (10:0-1-8 0-0-121 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) -0.00 8 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 HOrz(TL) -0.00 6 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:32 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=209/0-4-12,1=215/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. %``` A. ,�tlilltll/��'' p B �. ��,r\�.•'�,�G E N SF•';9,�� 3938 Mir= ATE W ONAI- 111111 FL Cert. 6634 June 19,2015 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.02/182015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown.and Is for an Individual"cling Component. Applicability of design parameters and proper Incorporation of component Is responslltlllty of building designer-not truss designer.&acing shown Is for lateral support of Individual web members only. Addit"temporary bracing to Insure stability durhg construction Is the responsibilllty,of the WOWerector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guldance regarding fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaNable from Truss Rate Institute,781 N.Lee Street Suite 312,Alexandria.VA 22314. Tampa,FL 33610 11 I Job russ I russ I ype aty 1 Ply Grider Const./McGonin MH/JK nvosos. J140448 F14 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 08:50:41 2015 Page 1 I D:Nx2jG_M4EzGROODAwkOBFbz7i FL-DscggxAESgyngmwm t e E7kSKSoUJ2C_OcW FI KXEz56ZS 1-3-0 1-11-12 0�e i Scale=1:17.4 1.5x4= 6x6— 3x6 11 THA422 6x6= 3x6 11 4x7 11 1 2 12 3 4 5 0 T IF I� 0 10 9 6 7 6x6= 3x6 11 3x6 11 3x6 11 3x6 I I 6x6= 9-2-12 9-2-12 Plate Offsets(X Y) (5:0 3 0 Edge] 15:0-1-8,0-0-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.05 8-9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(TL) -0.09 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:81 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=571/0-3-8,6=576/0-4-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-555/0,5-6=-700/0,l-2=-462/0,2-12=-952/0,3-12=-952/0,3-4=-803/0, 4-5=-802/0 BOT CHORD 9-10=0/896,8-9=0/803,7-8=0/803 WEBS 1-10=0/66412-10=-655/0,3-8=-364/0,5-7=0/1096,4-7=-418/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 4-8-8 from the left end to connect truss(es)to front , ,`,��PS i!4ir face of top chord. n 6)Fill all nail holes where hanger is in contact with lumber. ` O� .•• ...... 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ; •,•��G E N �:•.'9��i i LOAD CASE(S) Standard 3938 '; 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:6-11=-8,1-5=-96 • Concentrated Loads(Ib) tTE .�� Z A Vert:12=-214(F) i iA. .� FS41 p R % fi �lei,1;S,6 N ...E`� ,`� if II0 FL Cert. 6634 June 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Addltlo nal temporary biaclrng to Insure stability during construction is the responsibility of the MiTek' erector. Addltlonal permanent bracing of the overall structure Is the responsibility of the bolding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infomnatlon available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job ruSS TFioorGirdeT ss ype ty !� y Grider Const.J McGorrin MH/JK T7170606 J140448 F15 1 1 1Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek industries,Inc. Thu Jun 18 08:50:41 2015 Page 1 ID:Nx2jG_M4EZGROODAwkOBFbz7iFL-DscggxAESgyngmwml eE7kSKV000RCI NcW FIKXEz56ZS 0-10-8 0-6-0� 1-3-0 3x6 i 1 3x6= 2 1.5x4 11 3 1.5x4 11 9 4 Scale=1:10.1 i i o 3x3- 3x3= 8 7 6 5 3x3 11 3x3 11 3-4-8 3-4-8 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.15 Vert(TL) -0.01 5-6 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:25 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=276/Mechanical,5=291/Mechanical Max Grav 8=276(LC 1),5=297(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-286/0,4-5=-281/0 WEBS 4-6=0/285,1-7=0/334 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131 X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOADCASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:5-8=-8,1-4=-96 %� Concentrated Loads(lb) ,�� .•�\C E N S�'•9/� Vert:2=-104 9=-139 ��• '. ~ 3938 '• . -.. ATE . E %,�� FL Cert. 6634 June 19,2015 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.0211612015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of txdidkg designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constriction is the responsibility of the ilYilt iTek' erector. Addltiond permanent bracing of the overall structure is the responsibility of the building designer.For general gukiance regarding MiTek'R fabrication,quaiity control,storage,delivery,erection and tracing,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,781 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type y Grider Const./McGorrin MH/X 77170607 �J140448 F16Tru Floor 25 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL,Homan Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 08:50:41 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-DscggxAESgyngmwm 1 e E7kSKTUU POC 1 ZcW FI KXEz56ZS 1-3-0 0-10-8 3x3 3x6 _ Scale=1:12.8 = — 1 3x6= 2 3 3x3= 4 0 ro 10 9 3x3= 8 7 6 3x3 5 1.5x4 II 1.50 II 3x3 I' 3x3 11 1-6-0 5-1-8 6-7-8 1-6-0 3-7-8 1-6-0 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.01 8-9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.24 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a r1/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:441b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP N0.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=331/Mechanical,5=331/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-327/0.4-5=-327/0,2-3=-371/0 BOT CHORD 8-9=0/371,7-8=0/371,6-7=0/371 WEBS 4-6=0/29311-9=0/29313-6=-271/0,2-9=-271/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. % ```,�tliilili/��,' �P,S A, 0. 3938 �Ir . Nr oo ; AT .' s', cis; O R 1'.D `% �0 N At FL Cert. 6634 June 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE M/I-7473 rev.02115,1015 BEFORE USE. Design valid for use only with MBek connectors.This design Is based only upon parameters shown.and Is for an Individual budding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure Is the resporubllity of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Cuallty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaliable from Truss Plate Institute.781 N.Lee Street,Su18e 312,Alexandria.VA 22314. Tampa,FL 33610 0 , , Truss runs ype ty y Grader Const./McGorrin MH/JK m7o6o6 J140448 A01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 10:17:49 2015 Page 1 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-ArDQg8x7E_NLNbnXbHjYOAsoKwa37Rz7hdAy0Cz55Hm 6-0-1 12-0-0 18-6-0 24-6-0 28-6-0 30-1-9 31-9-2 34-6-0 6-0-1 5-11-15 6-6-0 6-0-0 4-0-0 1-7-9 1-7-9 2-8-14 Scale=1:61.0 4x7= 4x4= 5.00 12 4 20 5 3x4/ 4x4= 4x7= 3 6 3x4 8 3x4 zz� 11 3x4 i 21 9 `0 2 1 10 1 n 1 17 16 15 14 13 12 2211 23 6 5x14 1.5x4 11 5x5= 3x8= 8x8= 3x4= 3x4= 2x4 11 3x8 6X6 11 0-1-9 6-0-1 12-0-0 18-6-0 24-6-0 28-6-0 30-1-9 1 31-9-2 1 -4-034 -0 0- -9 5-10-8 5-11-15 6-6-0 6-0-0 4-0-0 1-7-9 1-7-9 2-6-13 0- -0 Plate Offsets(X Y) [1-0 6 8 0 2 1] [4:0 5 4 0-2-0] [TO-5-4 0-2-0] [1670-2-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.21 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.44 14-15 >912 180 BCLL 0.0 Rep Stresslncr NO WB 0.29 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:373 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. 10-14:2x6 SP No.2 WEBS 1 Row at midpt 6-15 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-8-15 REACTIONS. (Ib/size) 10=2763/0-4-0,1=1502/0-4-0 Max Horz 1=133(LC 7) Max Uplift 10=-1292(LC 8),1=-657(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3004/1306,2-3=-2987/1329,3-4=-2653/1220,4-20=-2836/1377,5-20=-2836/1377, 5-6=-3112/1423,6-21=-5157/2372,7-21=-5157/2372,7-8=-4786/2228,8-9=-5901/2753, 9-10=-6029/2835 ♦♦♦ p,S A.07,14-15=-2284/5212, q �, BOT CHORD 1-17=-1130/2669,16-17=-1130/2669,15-16=-939/24 ♦ �e �j� 13-14=-1989/4479,12-13=-2481/5453,12-22=-2558/5502,22-23=-2558/5502, `�♦��.•'�G E N S+ '9 '� 11-23=-2558/5502,10-11=-2558/5502F•�'.�y WEBS 3-16=-375/208,4-16=-54/349,4-15=-251/681,5-15=-285/786,6-15=-2593/1251, __ 3938 6-14=-609/276,7-14=-320/1165,7-13=-567/1198,8-13=-1475/740,8-12=-665/1327, •• ` 9-11=254/209 NOTES- 'FQ 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: ATE :• • Top chords connected as follows:2x4-1 row at 1-0-0 oc. Q Bottom chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 0-7-0 oc. �� T A� O P.•�t-�•,�� Webs connected as follows:2x4-1 row at 1-0-0 oc. �i�� R, `� ♦� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ��ss+� •••'••�\ ♦% ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� O N A1- �%% 3)Unbalanced roof live loads have been considered for this design. 111111 t 11"It 4)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=35ft;eave=4fh Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 FL Cert. 6634 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. June 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/67473 rev.02116N2015 BEFORE USE. Design valid for use only with Malek connectors.This design is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorpaatlon of component Is responsibility of building designer-not miss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity,of the �+ erector. Additional permanent bracing of the overall structure Is the responsibility of the buildingki designer.For general guance regarding MrTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute.781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 0 ' r rUSS runs ype ty y ,=oncGortr,,.nH/JK T7170606 JigOgqg A01 ROOF SPECIAL GIRDER 12 af Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MITek Industries,Inc. Thu Jun 18 10:17:49 2015 Page 2 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-ArDQg8x7E_NLNbnXbHjYOAsoKwa37RZ7hdAyOCz55Hm NOTES- 7)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1292 Ib uplift at joint 10 and 657 Ib uplift at joint 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1353 Ib down and 644 Ib up at 30-6-12,and 238 Ib down and 182 Ib up at 31-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-60,4-5=-60,5-6=-60,6-7=-60,7-10=-60,1-10=-20 Concentrated Loads(lb) Vert:22=-1353(B)23=-238(B) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/15/2015 BEFORE USE. Design valid for use only with Mlfek connectors.this design Is rased only upon parameters shown.and Is for an Individual budding component. Applicability of design parameters and proper Incorporation of component Is responsibtilty of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibdllty of the MTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss 1 Truss Type Qty Ply Grider Const./McGorrin MH/JK T1110609 J140446 A02 ROOF TRUSS 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 7 620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:17:58 2015 Page i I D:Nx2jG_M4EzGR00DAwkOB Fbz7iFL-6cBiCHXS_B?k7Dv92J20gg71 TTYXgKR7r_W zj9z5AZ7 13-1-2 18-10-13 1-9-0 4-7-3 7-7-13 10-10-4 it-.' 4 16-6-0 1-4-1 1 -7-1 7— 22,1 1 26.6-0 29-1-6 32-9-0 34E-0 2-10-3 3.0-11 3-2-7 8-t 10-1 28-0 10-1 1 2-1 0-41 3-7-15 3-56 2-9-10 1796 1-6-14 1-574 Scale=1:65.5 5.00 12 5x5= 5x5=3x10= 3x10= 5 6 7 8 3x8 1.1 L 4x7 I'. 8x8 i 4 934 8x8= 4x4= 33 1.5x4 11 1.5x4 10 3 x8 3x42o3511 >3x4 13 — 36 m 32 `r 8-6-0 14 r o 10- Io 00 21 20 19 18 17 16 15 1 6x6 2x4 II 8x8= 6x6= 4x4= 8x8= 3x4= 2x4 II 6x6 4x7 11 4x7 11 348-0 1-9-0 8 47-3 7-7-13 10-104 14-00 168-0 18-7-12 228-0 22,1-1 26.6-0 29-118 32-9-0 34-3-6 0-28 2-10-3 3-0-11 3-2-7 9-1-12 28-0 3-1-12 2-tOd 1 3-7-15 336 2-9-1D 18-8 18-e a2-a Plate Offsets(X Y) [1:0 3 4 0 1 151 [9:0 5 10 Edgel [10:0-6-0,0-5-121,[14:0-3-4,0-2-151,[17:0-4-0,0-4-81,[19:0-3-0,0-3-1121 120:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.33 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.86 18-19 >471 180 BCLL 0.0 ` Rep Stress Incr YES WB 1.00 Horz(TL) 0.11 14 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Attic -0.1618-19 650 360 Weight:222 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. 3-6:2x6 SP No.1 D,7-11:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.1 D'Except` WEBS 1 Row at midpt 5-8 1-1,14-14:2x4 SP No.2 [installation iTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 installed during truss erection,in accordance with Stabilizer uide. REACTIONS. (Ib/size) 14=1489/0-4-0,1=1513/0-4-0 Max Horz 1=-153(LC 10) Max Upliftl4=-483(LC 12),1=-465(LC 12) MaxGravl4=1531(LC 19),1=1593(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 1%111111111111 TOP CHORD 1-32=-3489/1234,2-32=-343611240,2-3=-3305/1139,3-33=-3270/1071,4-33=-3215/1071, � II 4-5=-2864/1032,5-6=0/388,6-7=-91541,7-8=0/449,8-9=-2793/989,9-34=-3355/1105, �PcJ• A, qC 10-34=-3429/1104,10-11=-1272/371,10-35=-2982/1180,12-35=-2973/1181, `�� Q ,•\r ENS*-. ,9 12-13=-3162/1214,13-36=-3281/1313,14-36=-3333/1307 ��.••V ' •- 1i i BOT CHORD 1-1=-57311849,1-21=-1038/3286,20-21=-1038/3286,19-20=-911/3137,18-19=-763/2948, 17-18=-134914182,16-17=-986/2908,15-16=-1159/3036,14-15=-1159/3036 :• 3938 WEBS 4-19=-171/882,5-22=-3569/1094,22-23=-3495/1068,8-23=-3519/1064,9-18=-373/1417, 11-12=-374/1234,3-20=-293/114,3-19=-469/216,6-22=-114/375,10-18=-1816/829, 10-17=-5581115,11-17=-397/1376 :r([X NOTES- 00 ATE ��/• 1)Unbalanced roof live loads have been considered for this design. 0 T Q 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=oft;Cat.II; �0 4Exp D; R 1��.•• \ �� (directional)and C-C Exterior(2) nterior(l)3-9-14 to 16-6-0,ntelriorr(()19-11-6 oand-1 0-1,E MW FIRS fo 6-0 to 29-11-6 zo Lumbe DOL left and plate right ex osed1 n ertical left and right iSiQ N ll 111111101�?��,, exposed;C C for 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will FL Cert. 6634 fit between the bottom chord and any other members. 6)Ceiling dead load(5.0 psf)on member(s).4-5,8-9,9-10,5-22,22-23,8-23; Wall dead load(5.Opsf)on member(s).4-19,9-18 June 19,2015 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.18-19 Q WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIP7473 rev.02/152015 BEFORE USE. Design valid for use only with Mffek connectors.This design is based only upon parameters shown,and Is for an Individual building component. . Applicability of design parameters and proper Incorporation of component Is responsibility of brdiding designer-not trUss designer.Bracing shown is for lateral supporl of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TP11 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaHabie from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK 77170609 J140446 A02 ROOF TRUSS 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:17:58 2015 Page 2 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-6cBiCHXs_B?k7Dv92J20gg71 TTYXgKR7r_W zj9z5AZ7 NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 14 and 465 Ib uplift at joint 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purfin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. WARNING-verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/1.7473 rev.0211612015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual budding component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not Truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing To Insure stability during constrtatbn fs tine responsibdllty of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality,control,storage,delivery,erection and bracing.consult ANSI/TP1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ty ]Ply �Grideronst.!McGorrin MH/JK T71706tJ140448 A03 ROOF SPECIAL 1 ference o tional Manning Building Supplies. Jacksonville,FL 7.620 s Apr 30 2015 Mitek Industries,Inc. Thu Jun 18 04:18:00 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-2_JSdyZ7W oGSMX3YAk4slFCMiGFDI LsQJ I?4ol z5AZ5 20-6-0 5-7-9 70.1 -4 12-0-o 13-88 15-3-0 16-7-5 18-&0 9-7-1 24-6-0 2B-6-0 34-6-0 5-7-9 5-2-11 -1-12 1-5-8 1-9-8 1-4-6 1-10.11 -1-1 4-0.0 4-0.0 6-0.0 0-10-4 Scale=1:66.7 5x5= 3x6= 6 - 3x6 3x6 11 3x6 31 5 7 32 5x5= 44= i 4 8 5.00 12 4x7 1.5x4 1111 g 3x4 ,q 3x4% 3 10 35 12 0 2 36 v `Q 30 5x8 11 e 8-6-0 13 16 19T I a a 20 19 18 17 16 15 14 1 6x6 2x4 16x6=4x7= 6x6= 3x4= 2x4 11 6x6 4x7 I 4x7= 4x7 11 0- -8 5-7-9 10-10-4 19-7-12 - 24-6-0 28f-0 34-3-8 34 -0 Plate Offsets X Y-- 1:0-3-4 0-1-15 3:0-3-8 Ede 13:0-3-4 0-2-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.39 17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -1.00 17-18 >407 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.10 13 n/a n/0- BCDL 10.0 Code FBC2010/1-PI2007 (Matrix-M) Attic -0.21 17-18 512 360 Weight:212 Ib FT=20! LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except` TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. 6-10,3-6:2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.1 D`Except` JOINTS 1 Brace at Jt(s):21 1-1,13-13:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1504/0-4-0,13=1474/0-4-0 Max Horz 1=-161(LC 10) Max Uplittl=-470(LC 12),13=-492(LC 12) Max Gravl=1583(LC 18),13=1510(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. �1l 1111Ili TOP CHORD 1-30=-3423/1182,2-30=-3347/1189,2-3=-3281/1047,3-4=-3189/1055,4-31=-2869/1028, `��, ��, 5-31=-2832/1033,5-6=-54/504,6-7=-78/537,7-32=-2773/985,8-32=-2811/976, 1�� SPS A. �.,� 8-9=-2893/911,9-10=-526/0,9-33=-2735/1099,33-34=-2735/1099,11-34=-2735/1100, � 0 G E N S' 11-35=-2935/1140,12-35=2973/1128,12-36=-3231/1268,13-36=-3283/1260 :��,••�, �•'•�� ii BOT CHORD 1-1=-544/1823,1-20=-984/3241,19-20=-984/3241,18-19=-984/3241,17-18=-759/2961, 3938 16-17=-890/2739,15-16=-890/2739,14-15=-1 102/2985,13-14=-1102/2985 WEBS 2-18=-535/258,4-18=-124f759,10-15=-191/451,10-11=-239/909,6-21=-56/267, 10-17=-1 62/436,12-15=-368/267,5-21=-3575/1170,7-21—3575/1170 NOTES- i�:'� ''' ATE •� 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat.II;� •, � Q •. `� Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-4-8 to 3-9-14,Interior(1)3-9-14 to 15-3-0,Exterior(2)15-3-0 to �j, ••. O R 1 18-8-6,Interior(1)20-4-15 to 34-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and �, rs •��`�� forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 s�O N A� 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. FL Cert. 6634 6)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,8-9,5-21,7-21; Wall dead load(5.0psf)on member(s).4-18,8-17 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.17-18 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.0211612015 BEFORE USE. Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and is for an Individual budding component. 0' Applicability of design parameters and proper Incorporation of component is responsibility of LxAlding designer-not truss designer.&acing shown Is toy lateral support of Individual web members only. Addlkxtal temporary bracing to Insufe stability during construction is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI1TPI1 Quality Criteria,DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Mexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Guider Const./McGorrin MH/JK T7170610 J140446 A03 ROOF SPECIAL 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:18:00 2015 Page 2 1 D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-2_JSdyZ7W oGSMX3YAk4slFCMiG FDILsQJ I?4ol z5AZ5 NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 470 Ib uplift at joint 1 and 492 Ib uplift at joint 13. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02116/'2015 BEFORE USE. Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. . Applicability of design parameters(in proper Incorporatfon of component Is respons"Ilty of Wilding designer-not truss designer.Bracing shown is for lateral a44)orf of Individual web members only. Additional temporary bracing to Irxsuxe statAtty during construction Is the responsibility of tine 71.mpa. k^ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPiI Quality Criteria,DSB-89 and BCSI Building Component e East Blvd. Safety Information available from Truss Plate Iru111ute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. L 33610 Job Truss Truss Type Qty Ply Guider Const./McGorrin MH/JK T7170611 !140446 A04 ROOF SPECIAL 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.620 S Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:01 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-W Atrgl aIG60J_hdki Rb5lSlamgfc 1 gCZXykdKUz5AZ4 5-5-3 10-10-4 12-7-14 15-3-0 18-" 19-7-1 1> 22-6-0 28-5-15 34-6-0 5-5-3 5-5-1 1-9-10 2-7-2 3-3-0 -1-1 2-10-4 1 5-11-15 6-0-1 Scale=1:66.7 5x5= 3x5= 3x5= 6 5x5= 5x5= 3x6 II 5 7 8 3x6 II 304 5.00 12 4x7 i 20 11 33 1.5x4 3x4 a 3x4% 3 12 o' v 2 I 10 II 34 N 29 8-6-0 13 I� n c� 0 19 18 17 16 15 14 1 6x6 i 2x4 11 6x6= 4x7= 4x7= 8x8= 2x4 II 6x6 4x7 4x7 11 0-2-8 5-5-3 10-10-4 18-6-0 19-7-1 22-6-0 28-5-15 34-3-8 34 -0 0--8 5-2-11 5-5-1 7-7-12 -1-1 2-10-4 5-11-15 5-9-9 0- 2-8 Plate Offsets X Y- 1:0-3-4 0-1-15 3:0-3-8 Ed a 13:0-3-4 0-2-15 15:0-4-0 0-4-8 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.24 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.59 16-17 >692 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.10 13 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Attic -0.13 16-17 797 360 Weight:213 lb FT=20! LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. 6-11,3-6:2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing. BOT CHORD 2x6 SP No.1 D`Except' JOINTS 1 Brace at Jt(s):20 1-1,13-13:2x4 SP No.2 [MiTek recommends that Stabilizers and required cross bracingWEBS 2x4 SP No.2 e installed during truss erection,in accordance with Stabilizer stallation guide REACTIONS. (Ib/size) 1=1492/0-4-0,13=1459/0-4-0 Max Horz 1=-161(LC 10) Max Upliftl=477(LC 12),13=-501(LC 12) Max Gravl=1575(LC 18),13=1498(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-29=-3442/1220,2-29=-3367/1228,2-3=-3145/1034,3-4=-3052/1043,4-30=-2777/1032, 5-30=-2740/1037,7-8=2627!960,8-9=369/61,9-11=-422/27,8-31=2604/1064, `%N �P ••...•A�B�I�, 31-32=-2603/1064,10-32=-2601/1064,10-33=-2742/1070,12-33=-2803/1059, ♦♦% •.•�C E N 5;••••.9 �� 12-34=-3193/1281,13-34=-3277/1272 ��•• V _ 4�' .�y ✓� BOT CHORD 1-1=-566!1833,1-19=-1022/3257,18-19=-1022/3257,17-18=-1022/3257, 3938 16-17=-749/2845,15-16=-782/2516,14-15=-1120/2982,13-14=-112072982 WEBS 2-17=-628/299,4-17=-86/641,5-20=-2903/943,7-20=-2903/943,11-15=-194/452, * / 10-11=-185/830,12-15=-566/371,11-16=-14/646 - •jam Z NOTES- - ATE •'411ft 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psi;BCDL=3.Opsf;h=25ft;8=45ft;L=35ft;eave=4tt;Cat.il;��X• Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-4-8 to 3-9-14,Interior(1)3-9-14 to 15-3-0,Exterior(2)15-3 0 to �'0 ••• p R •.•• \ ♦♦♦ 25-11-6,Interior(1)25-11-6 to 34-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and ♦ rS �% forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �'�is�O N A� � 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willr+ fit between the bottom chord and any other members. FL Cert. 6634 6)Ceiling dead load(5.0 psf)on member(s).4-5,5-20,7-20; Wall dead load(5.Opsf)on member(s).4-17,9-16 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-17 June 19,2015 0 ME WARNING-V&Hfy design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.02116.2015 BEFORE USE. ' Design valid for use only with Mtlek connectors.This design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabNlty during construc11 g Is the re regardingponsibillity of Tt>e MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANS11TPI1 Quality Criteria,DSB-89 and BCSI Buliding Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss ..Truss Type Qty Ply under Const./McGorrin MH/JK T7170611 J140448 A04 ROOF SPECIAL 1 1 Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.620 s Apr 30 2015 Mitek Industries,Inc.Thu Jun 18 04:18:01 2015 Page 2 I D:Nx2jG_M4EzGR00DAwkOB Fbz7iFL-W Atrq I a1G60J_hdkjRb5lSlamgfcl gCZXykdKUz5AZ4 NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 477 Ib uplift at joint 1 and 501 Ib uplift at joint 13. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. A WARNING-Verl/y design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.02/1612015 BEFORE USE. Design valid for use only with Milek connectors.This design Is based only upon parameters shown.and is for an Individual txdlding component. ApplicatAity of design parameters and proper Incorporation of component Is responsibility of hullding designer-not truss designer.Bracing shown Is for lateral support of individual web members oNy. Additional temporary bracing to Insure stability,during construction Is the responsibility of the Mil erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding P fabrication,quality control,storage,delivery,erection and tracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfonnaflon avallabie from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Jab Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK 27170612 J140448 A05 ROOF SPECIAL 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:02 2015 Pagel I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-?NRD 1 ebN 1 P W AbrCwH97Krg ImQ4_DmGUimcUBswz5AZ3 12-8-s 5-5-31410-4 12-7-14 1530 16.6-0 19-7-12 0.6- 28-4-3 34-6-0 SS3 SSt 1-9-10 2-6-10 1-3-0 3-1-12 10. 7-10.3 51-13 0.0-8 Scale=1:66.7 5x5= 2x4— 3x6 5x5= 5x5= 2x4= 6 7 _ 33 349 1.5x4 II 3x6 132 5 1 13 4 11 5.00 Fl2 4x7% 22 12 1.5x4 I 3x4 m 3x4 i 3 1 3x10 14 e 2 96x10 I i 30 35 1 8-6-0 15 I0 T 0 1. 21 20 19 18 17 16 1 6x6% 20 1I 6x6= 47= 6x6= 8x8— 20 11 6x6 4x7 11 4x7 11 0- -8 5-5-310-10-4 15-3-0 19-7-12 -6- 34-3-8 34 -0 5-5-1 4-4-12 4-4-12 -10- 13-9-8 0-2-8 Plate Offsets X Y- 1:0-3-4 0-1-15 3:0-3-8 Ed a 15:0-3-4 0-2-15 17:0-4-0 0-4-8 18:0-3-0 0-4-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.28 19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.66 18-19 >614 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.10 15 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Attic -0.12 18-19 910 360 Weight:219 Ib FT=20! LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins. 6-12,3-6:2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. BOT CHORD 2x4 SP No.2*Except* JOINTS 1 Brace at Jt(s):22,10 1-20,15-17:2x6 SP No.1D,17-20:2x6 SP DSS �belnstallje�dd iTek recmmends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 during truss erection,in accordance with Stabilizer stallatiouide. REACTIONS. (Ib/size) 1=1492/0-4-0,15=1459/0-4-0 Max Horz 1=-161(LC 10) Max Upliftl=-477(LC 12),15=-501(LC 12) Max Grav 1=1 578(LC 18),15=1 499(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-31=3516/1187,2-31=3441/1194,2-3=-2976/918,3-4=-2882/927,4-32=-2672/950, '0%-A 5-32=-2635/959,5-6=-1027/547,6-7=-781/466,7-8=-417/1500,8-10=-316/185, ,�� \V`P ASB 9-13=-2629/1053,13-14=-2746/1012,14-35=-3224/1282,08/187,7-33=-2483/1004,33-34=-2481/100419-34=-2480/1004, / 15-35/,3309/1273 2480/1004, O•��G E NS 'q'jr ,, BOT CHORD 1-1=-588/1871,1-21=-1041/3327,20-21=-1041/3327,19-20=-1 041/3327, 3938 18-19=-686/2692,17-18=-737/2521,16-17=-1094/3011,15-16=-1094/3011 WEBS 2-19=-781/425,4-19=-11/500,5-22=-1 846/465,8-22=-1846/465,10-18=-145(/57, 9-11=-280/896,12-17=-274/175,12-13=-252/203,12-18=-241/445,14-17=-649/408 •ir x NOTES ATE W• 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=oft;Cat.II;��,c�, T Q' Exp D; Interior(l)Encl., Cpi 20 6-O to 34R1S8(directional) and eft and efight exposerior(2)0-4-8d end vertical left(and right exposed CEC for members and 6-4-15 to ,��i``S•< R C?��, forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will I+ fit between the bottom chord and any other members. FL Cert. 6634 6)Ceiling dead load(5.0 psf)on member(s).4-5,5-22,8-22; Wall dead load(5.Opsf)on member(s).4-19,10-18 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.18-19 June 19,2015 0 WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI 7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an Individual building component. o Applicability of design parameters and proper incorporation of component is resporulbillty of brdldktg designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing To Insure stabllity during constructbn is the responsiblilN of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Imttfule,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty �tlyMH/JK T7170612 J140448 A05 ROOF SPECIAL 1 1 Job Reference o tional Manning Building Supplies. Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:18:02 2015 Page 2 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-?NRD 1 ebN 1 PW AbrCwH97KrglmQ4_DmGU imcU Bswz5AZ3 NOTES- 8) OTES8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 477 Ib uplift at joint 1 and 501 Ib uplift at joint 15. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M rEK REFERANCE PAGE MIP7473 rev.02115/2015 BEFORE USE. " Design valid for use only with Mitek connectors.This design Is based only upon parameters shown.and is for an Individual btAding component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Mitek' Is for lateral support of IrxlNklual web members only. Additional temporary bracing to Insure stability during construction is ifle respons(blllity of the erector. al support permanent bracing of The overall stnicture is the responsibility of the building designer.For general guidance regarding 6904 Parke East Blvd. fabric tion.�Hort�avdoblestorage. Truss Plate IerTettction and brae Sheri,Suite 3N2 Alex rd k�Ar122314 SB-89 and BCSI Building Component Tampa,FL 33610 [J140448 ob Truss ,Truss Type Qty Ply Grider Const./McGorrin MH/JK T7170613I A06 HIP 1 1 Job Reference o tional Manning Building Supplies. Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries.Inc. Thu Jun 18 04:18:04 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-xIYZSKcdZOmur8MJPa9ow5N34uc6E4c?DWZHxpz5AZ1 5-5-3 10-10-4 16-0-0 18-6-0 19-7- 24-5-8 29-1-8 34'B-0 5-5-3 5-5-1 5-1-12 2-6-0 -1-11 4-9-12 4-8-0 5-4-8 Scale=1:65.4 5x5= 4x4= 6 7 2x4= 2x5= 3x6 1 5 8 3x4 _ 4x7% 4 19 20 9 5.00 12 3x6 11 3x10 11 e 3x4% 3 3x43x6 II m 0 10 rL 2 ao 30 29 8-6-0 11 r TO IT Io o 0 17 16 15 14 13 12 1 6x6% 2x4 11 6x6= 4x7= 4x7= 8x8= 2x4 16x6 J 4x7 II 4x7 I 0- -8 5-5-3 10-10-4 16-0-0 18-0-0 19-7-1 24-5-8 29-1-8 34-3-8 0- -8 5-2-11 5-5-1 5-1-12 2-6-0 -1-1 4-9-12 4-8-0 5-2-0 0- 2-8 Plate Offsets X Y-- 1:0-3-4 0-1-15 3:0-3-8 Ede 11:0-3-4 0-2-15 13:0-4-0 0-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.34 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.78 14-15 >522 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Attic -0.18 14-15 596 360 Weight:218 Ib FT=200% LUMBER- BRACING- TOP CHORD 2x4 SP NoA D'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. 6-7:2x4 SP No.2,3-6:2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.1 D'Except' JOINTS 1 Brace at Jt(s):18,19 1-1,11-11:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2`Except' [beinstalled during truss erection,in accordance with Stabilizer 5-8:2x6 SP No.2 Installation nide. REACTIONS. (Ib/size) 1=1513/0-4-0,11=1488/0-4-0 Max Horz 1=-1 70(LC 10) Max Upliftl=-463(LC 12),11=482(LC 12) Max Grav 1=1597(LC 18),11=1525(LC 19) ��lilllll►I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ��I �� # TOP CHORD 1-29=-3599/1182,2-29=-3524/1190,2-3=-3017/896,3-4=-2921/903,4-5=-2699/916, ,�� Pcj• A. I�� 5-6=-995/337,6-7=-862/346,7-8=-967/354,8-9=-2844/927,9-10=-2958/1025, `��,��.�G E N• C�,QA,I'i 10-30=-3300/1218,11-30=-3373/121 0 ��.'•�, S'�•••. Fr BOT CHORD 1-1=-537/1815,1-17=-1 016/3417,16-17=-1016/3417,15-16=-1016/3417, ' 3938 14-15=-631/2703,13-14=-782/2661,12-13=-104213081,11-12=-1042/3081 WEBS 2-15=-837/414,4-15=-34/524,5-19=-1884/652,19-20=-1869/649,18-20=-1909/647, �- 8-18=-1909/647,14-18=-105/685,9-14=-432/332,9-13=-78/268,10-13=-487/325, 6-19=-25/293,7-20=-41/407 •rte NOTES i. ATE 4U� 1)Unbalanced roof live loads have been considered for this design. ••' iC` 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft L=35ft;eave=oft Cat.II; �i�T,c� ( 0 R,p Q:'•��,� Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-4-6 to 3-9-14,Interior(1)3-9-14 to 16-0-0,Extehor(2)16-0-0 to �j``S•••.•••• - `C?,% for es,InMW FRl)for reactions shown;zone;cantilever left 60 pand lategripDOexposedL=1 60 vertical left and right exposed;C-C for members and i--�s;p N A` 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will FL Cert. 6634 fit between the bottom chord and any other members. 6)Ceiling dead load(5.0 psf)on member(s).4-5,5-19,19-20,18-20,8-18; Wall dead load(5.Opsf)on member(s).4-15,14-18 June 19,2015 7)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown.and Is for an Individual buNding component. Applicc"ity of design parameters and proper Incorporation of component h responslbllity of bulldktg designer-not truss designer.o acing shown the is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construcibn Is the responsibility of the MiTek" erector. Additional permanent bracing of The overall structure is the responsibility of the t>LAdbng designer.Lor general guidance regarding 6904 Parke East Blvd. fabrication.quality control.storage.delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information avdlable from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply under Const.l McGorrin MH I JK T7170613 J140448 A06 HIP 1 1 Job Reference o tional 7.620 s Apr 30 2015 Mitek Industries,Inc.Thu Jun 18 04:18:04 2015 Page 2 Manning Building Supplies, Jacksonville,FL ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-xlYzSKcdZGmurBMJPagow5N34uc6E4c?DwzHxpz5AZ1 NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 463 Ib uplift at joint 1 and 482 Ib uplift at joint 11. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 7ppliccbIlty G-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02/16/u1c,BEFORE USE. ' ild for use only with Walk connectors.This design Is based only upon parameters shown.and is for an indlVldual designer. component. ;� lty of design parameters and proper Incorporation of component B resporWbility of building designer-not truss designer.&acing shown MiTek*al supporl of IrxlNklrxtlweb members only. Additional temporary bracing to Insure stability dudng construction h the responslblllity of tinedditional permanent bracing of the overall structure Is the responsibility of the building designer.for general gukiarnce regarding6904 Parke East Blvd. n,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria.DSB-89 and BCSI Building Component Tampa,FL 33610 rmation available from Truss Plate institute.781 N.Lee Street,Suite 312.Alexandria VA 22314. E Job Truss !Truss Type Qty Ply =Consi. n MH/JK 77170614J140448 A07 HIP GIRDER 13 nal Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 Mi I ek Industries,Inc. Thu Jun 16 04:18:06 2015 Page 1 I D:Nx2jG_M4EzGR0ODAwkOBFbz7iFL-t8gktoet5eOc4S W iW_BG?W SSYhLei?VlhESO?hz5AZ? 4-9-0 8-9-8 12-9-12 1610-0 7-& 21-8-4 25-" 29-612 34-6-0 49-4 4-44 4-44 4-0.4 10. 40A 4-0-4 4-0-4 4-9-4 Scale:3/16'=1' 40= 4x4= 5 6 5.00 12 3x5 3x5 4 7 3x4 3x4 3 8 r- 3x4 30 9 2 4x18 4x16 10 1 r- 6 o 17 22 23 16 24 25 15 26 27 14 28 29 13 30 31 12 32 33 11 3x6 II 5x5= 5x5= 8x12= 5x5= 5x5= 3x6 II 4x7 11 4x7 11 17-6-0 0-28 4.9-4 8-9-8 12-9-12 16-1D0 1-3 21-8d 258-8 28-8-12 34-3-8 34 -0 62 8 46-12 4-0d 4-0d 4-0-4 4-0-4 4-0.4 4-0.4 d{-12 O 8 0-6-0 Plate Offsets(X,Y)-- 1:0-3-4 0-1- 10:0-3-4 0-3-7 14:0-6-0 0-6-0 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.34 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.56 14-15 >719 180 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.11 10 n/a Na BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:761 Ib FT=2046 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. 1-14,10-14:2X8 SP No.1 D WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 1=6337/0-4-0,10=6343/0-4-0 Max Horz 1=-180(LC 23) Max Upliftl=-3506(LC 8),10=-3605(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-15200/8466,2-3=-14481/8099,3-4=-12259/6882,4-5=-10015/5721,5-6=-9418/5438, 6-7=-1 0015/5721,7-8=-12260/7054,8-9=-1 4477/8340,9-10=-15209/8705 ,//{11111#fin BOT CHORD 1-17=-7741/13971,17-22=-7741/13971,22-23=-7741/13971,16-23=-7741/13971, 16-24=-7348/13348,24-25=-734a/13348,15-25=-7348/13348,15-26=-6133/11271, .%`� A q ''�., 26-27=-6133/11271,14-27=-6133/11271,14-28=-6293/11273,28-29=-6293/11273, �%N Q`:,•G E N'•�8,9�I�� 13-29=-6293/11273,13-30=-7570/13344I 30 31=-7570/1 3344,12 31=-7570/13344, �•. �\ S�••, /� 12-32=-7961/13979,32-33=7961/13979,11-33=-7961/13979,10-11=-7961/13979 WEBS 5-14=-2119/3715,6-14=-2116/3715,2-17=-239/455,2-16=-711/433,3-16=-1346/2395, ; 3938 3-15=-2758/1613, =-3207/2029, 4-15=-1627/3043,4-14=-3205/1784,7-14 7-13=-1880/3045,8-13=-2751/1696,8-12=-1427/2388,9-12=-724/430,9-11=-239/465 ;, .. ;♦ir NOTES- �'�= - ATE 1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: (Lftb Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-6-0 oc. , s •• \ �`�```� Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)cAll loads are onnections haveldered equally been provided topdiistributeto l plies,except if nonly loads noted as(F)or(B),ed as front(F)or back unless otherwiseindie in the cated.ndic ted OAD CASES)section.Ply to ply 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft eave=oft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1. 0 FL Cert. 6634 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. June 19,2015 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MIIek connectors.This design Is based only upon parameters shown,and Is for on individual building component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction k The resporsibillity of The MiTek' erector. Additional permanent bracing of the overall structure Is The responsibility of the building designer.For general guidance regarding 6904 Parke East Blvd. fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Bulldin Component Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply under Const./McGorrin MH/JK 77170614 J140448 A07 ;HIP GIRDER 1 3 Job Reference o tional Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:18:06 2015 Page 2 I D:Nx2jG_M4EzGR00DAwk0BFbz7iFL-t8gkt0et5e0c4SW i W_BG?W SSYhLei?VI hESO?hz5AZ? NOTES- 7).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3506 Ib uplift at joint 1 and 3605 Ib uplift at joint 10. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1305 Ib down and 805 Ib up at 6-1-8,644 Ib down and 393 Ib up at 8-0-12, 671 Ib down and 404 Ib up at 10-0-12,680 Ib down and 386 lb up at 12-0-12,680 Ib down and 367 Ib up at 14-0-12,680 Ib down and 357 Ib up at 16-0-12,654 Ib down and 384 Ib up at 17-3-0,680 Ib down and 392 Ib up at 18-5-4,680 Ib down and 459 Ib up at 20-5-4,680 Ib down and 481 Ib up at 22-5-4,680 Ib down and 469 Ib up at 24-5-4, and 654 Ib down and 433 Ib up at 26-5-4,and 1293 Ib down and 802 Ib up at 28-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-6=-60,6-10=-60,1-10=-20 Concentrated Loads(lb) Vert:14=-654(F)22=-1305(F)23=-644(F)24=-671(F)25=-680(F)26=-680(F)27=-680(F)28=-680(F)29=-680(F)30=-680(F)31=-680(F)32=-654(F)33=-1293(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mitek connectors.This design Is based only upon parameters shown,and is for an Individual txrsig e component. Applicability of design parameters and proper incorporaflon of component Is responsibility of bullding designer-not tress designer.&acing shown eris fector. Additional permanent bracing o the rovverall structure Additional responsibility tary bracing ithe building designer.o Insure stability gFor gennera guidance regardingruction Is the Ilof the MiTek' fabrication,cl ality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalabie from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 p • Truss ype ty y Grider Const./McGorrin MH/JK77170615 101 70446B01 �'Ir.ss OOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:26:10 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-ea5due2wkDOvbATJzTtIxOgRON371CunJj6KOFSz4myB 6-0-0 9-10-6 13-7-0 17-3-10 21-2-0 22-10-0 26-5-10 30-6-0 6-0-0 3-10-6 3-8-10 3-8-10 3-10-6 1-8-0 3-7-10 4-0-6 Scale=1:54.7 4x4= 5.00 12 4x7= NAILED NAILED 4x4= 8 3 22 4 23 24 5 6 25 7 9 d 2 Cr 1 N Ico � o rO 0 17 P6 27 16 28 15 14 13 12 11 10 5x14 1.5x4 11 NAILED NAILED 6x6= 3x8= 1.5x4 1, 3x6 NAILED 0- 8 6-0-0 9-10-6 13-7-0 17-3-10 21-2-0 22-10-0 26-5-10 30-6-0 0- -8 5-9-8 3-10-6 3-8-10 3-8-10 3-10-6 1-8-0 3-7-10 4-06 Plate Offsets(X Y) [170-6-8,0-2-11,[370-5-4,0-2-01,115:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.24 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.45 14-15 >805 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:3071b FT=20°/ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-13 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 10=1366/Mechanical,1=1828/0-4-0 Max Harz 1=81(LC 7) Max Uplift 10=-638(LC 8),1=-960(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3968/2096,2-3=-3910/2106,3-22=-4450/2403,4-22=-4450/2403,4-23=-4606/2392, 23-24=-4606/2392,5-24=-4606/2392,5-6=-4387/2223,6-25=-3669/1832, 7-25=-3669/1832,7-8=-2745/1377,8-9=-2778/1368,9-10=-3085/1466 BOT CHORD 1-26=-1839/3534,17-26=-1841/3538,17-27=-1 848/3564,16-27=-1848/3564, �111111�,' 16-28=-2282/4450,15-28=-2282/4450,14-15=-2271/4606,13-14=-2101/4387, 12-13=1 697/3639,11-12=-1 303/2820,10-11=-1303/2820PS ...GEN WEBS 3-17=-161/635,7-13=243/551,7-12=-1999/1011,8-12=-924/1897,9-12= •350/180, ,��O`:• `cT Oji 3-16=-518/1058,4-16=-473/278,4-15=-96!776,5-15=-364/120,5-14=-333/401, `� .��G E N SF..q,� 6-14=-146/274,6-13=-934/479 '• �• o 39380,--* NOTES- *t f W j 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: It Top chords connected as follows:2x4 1 row at 1-0-0 oc. , �r Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. + } Webs connected as follows:2x4-1 row at 1-0-0 oc. i" ATE .' • 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ••• T � ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 'i �•. < O R \9-'* ' 3)Unbalanced roof live s have been considered for this design. 4ft; 4)Wind: Exp D Encl.,GCp Od130mp FRS(directional);gust) Vasd=101 left and Dr L=4.ght exposed B L= .Opsf;I left and right exposed;Lumber Cat. ��jsSl N A�-111111110 DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. FL Cert. 6634 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide June 19,2015 will fit between the bottom chord and any other members. ©WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MIIek connectors.This design is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of indtvldual web members only. AddBkxrd temporary bracing to Insure stability during construction Is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of tt1e building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and tracing.consult ANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 T p • I rUSs rUSS ype ty I y Guider Const.!McGorrin MH/JK 77170615 J140448 B01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies.Jacksonville,FL 7.620 s Apr 30 2015 MTek Industries,Inc. Fri Jun 19 09:26:10 2015 Page 2 I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-ea5due2wkDQvbATJzThxOgRON371CunJj6KOFSz4myB NOTES- 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 638 Ib uplift at joint 10 and 960 Ib uplift at joint 1. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)384 Ib down and 479 Ib up at 6-0-0 on top chord,and 233 Ib down and 118 Ib up at 6-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-7=-60,7-8=-60,8-20=-60,1-10=-20 Concentrated Loads(lb) Vert:3=-231(B)17=-220(B)22=-1 08(B)23=-9(B)26=-175(B)27=-36(B)28=-7(B) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev.021152015 BEFORE USE. Design valid for use ordy with M(Iek connectors.this design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not tnrss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the Mi Te k erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI t Quality Criteria.DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 1 runs runs ype ty y Grider Const./McGorrin MH/JK o T7170616 J140448 B02 Hip 1 ', 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 1 B 10:13:16 2015 Pagel I D:Nx2jG_M4EzGR00DAwkOBFbz71FL-fJECXoetX6z57eP36RJXpc2AytMigwLxveY0xXz55M1 4-4-8 8-0-0 15-3-0 22-6-0 26-1-8 30-6-0 4-4-8 3 7 8 7-3-0 7-3-0 3-7-8 4-4-8 Scale=1:53.0 4x10= 1.5x4 11 4x10= 5.00 12 3 1718 4 19 5 1.5x4 1.5x4 2 6 20 21 16 R 1 o m 0 10 9 8 11 3x4 5x8= 3x4= 4x7 = 6xB 0 8 80-0 15 3 0 22-6-0 30-6-0 4 -8 7-9-8 7-3-0 7 3 0 38 0 0 Plate Offsets(X,Y)-- f1:Ed e,0-0-4, 3:0-6-8,0-2-0, 5:0-6-8,0-2-0, 9:0-4-0,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.22 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.47 8-9 >763 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.16 7 rVa n/a Weight:142 Ib FT=20% BCDL 10.0 Code FBC20101TP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins. 3-5:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=1207/Mechanical,1=1203/0-4-0 Max Horz 1=85(LC 11) Max Uplift 7=-517(LC 12),1=518(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-2532/1417,2-16=-2461/1427,2-3=-2327/1279,3-17=-2808/1595, 17-18=-2808/1595,4-18=-2808/1595,4-19=-2808/1595,5-19=-280811595, 5-6=-2365/1294,6-20=-2583/1483,20-21=-2597/1479,7-21=-2644/1477 BOT CHORD 1-11=-1197/2108,10-11=-1262/2263,9-10=-1044/2116,8-9=-1051/2157,7-8=-1315/2419 WEBS 3-10=-73/358,3-9=-435/864,4-9=-502/391,5-9=-413/824,5-8=-78/378,6-8=-303/293 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-4 to 3-4-14,Interior(1)3-4-14 to 6-0-0,Exterior(2)8-0-0 to �� S A. �I,1I 26-9-12,Interior(1)26-9-12 to 30-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members `,� .A Q.� ••• �j� and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ; ��.��Ci E N S'�.•'9A,�i 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =* 3938 will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. = 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 517 Ib uplift at joint 7 and 518 Ib uplift at joint 1. ATE 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. (V FL Cert. 6634 June 19,2015 7,i NING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.02/1 N2015 BEFORE USE.vfor use only with Mflek connectors.This design is tx>seonypp . diidual IxrAding component.iltyf Llldindesiner-not truss designer.Bracing shown rlof the MiTekA6904 Parke East Blvd. tlon,quaitty conhoL storage,delNery,erection anracrg, ,Information avdoble from Truss Hate Insfttute,781 N.Lee Sheet,Srltte 312.Alezarxlrk�,VA 22314. Tanga,FL 33610 r I Guider Const.1 McGorrin MH!JK 7J14.4. runs ype ty y nno6n boa Hip 1 t Job Reference o tional Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 10:12:45 2015 Page 1 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-3MSU1 BGRga3UvtY5nRGF34GgLOq7vyONnKXtLqz55MW 20-6-0 25-5-15 30-6-0 5-0-1 10-0-0 15-3-0 5-0-1 5-0-1 4-11-15 5-3-0 5-3-0 4-11-15 Scale=1:53.0 4x4= 3x8= 4x4= 3 18 19 4 20 21 5 5.00 F12 1.5x4 z�- 221.5x4 17 6 d 2 23 d 16 O O 10 9 8 11 3x8= 5x5- 3x6= 4X7 6x8 0- 8 1 15-3-0 20-6-0 30-6-0 0- 8 9-9-8-9-8 8 5-3-0 5-3-0 10-QO Plate Offsets X,Y-- 1:Edge,0-0-4, 9:0-2-8,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.21 1-10 >999 240 MT20 244/190 TC 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.62 1-10 >584 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 HOrz(TL) 0.14 7 Na n/a Weight:146 Ib FT=20% BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.t D`Except` BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. 1-11:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 7=1207/Mechanical,1=1203/0-4-0 Max Horz 1=105(LC 11) Max Uplift 7=-517(LC 12),1=518(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-2512/1397,2-16=-2444/1408,2-17=-2167/1167,3-17=-2099/1182, 3-18=-1954/1158,18-19=-1954/1158,4-19=-1954/1158,4-20=-1972/1168, 20-21=-1972/1168,5-21=-1972/1168,5-22=-2118/1190,6-22=-2183/1175, 6-23=-2565/1465,7-23=-2611/1453 BOT CHORD 1-11=-1180/2092,10-11=-1243/2255,9-10=-1072/2191,8-9=-1072/2191,7-8=-1297/2394 WEBS 2-10=-351/341,3-10=-223/539,4-10=-421/227,4-8=-4001215,5-8=-220/542, 6-8=-474/401 1)Unbalanced roof live loads have been considered for this design. L=3.Opsf;h=25ft;6=45it;L=30ft;eave=oft;Cat. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCD -14 to 10-0-0,Exterior(2)10-0 0 Ii;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-4 to 3-4-14,Interior(1)3-4 ,�� \`�•`••G E '9 S•• �i to 24-9-12,Interior(1)24-9-12 to 30-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members :��•.'�� `�•.•/�r r and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4— AT 38 3)Provide adequate drainage to prevent water ponding.4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members.6)Refer to girder(s)for truss to truss connections.7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 517 Ib uplift at joint 7 and 518 Ib uplift at O �; joint 1. �.0 •'O4 O R 1 O P••��,�� 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. S ,fill# 11111t,* FL Cert. 6634 June 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02/1612015 BEFORE USE. Design valid for use only with Mflek connectors.This design k based only upon parameters shown,and is for an individual buildirq component. Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not taus designer.Bracing shown MiTek Is for lateral support of individual web members only. Additional temporary bracing to Insure stab�liffy during construction Is the responsibilllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding 6904 Parke East Blvd. fabrication,cRraltiy,control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Information avallable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 t Job runs runs ype ty y rider Const./McGorrin MH/JK T717o618''. J140448 Cot Common 13 1 IJob Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 10:12:11 2015 Page 1 ` I D:wKmV?sdIyyR3Expa5U W?zlz7kgG-3poeuZs6r8rtJgfxZolfHhvS81 gGUxdpNzt 149oz55N2 4-10-1 14-5-15 19-4-0 4-10-1 9-7-14 4-10-1 Scale=1:32.5 4x4= 3 5.00 12 12 11 1.5x4\\ 1.5x4 4 2 13 10 6x6 i 5 1 v In I D o � o 6 0 8 7 3x4= 3x4= 6x6 3x4 3x4 C 12-10-11 19-1-8 _-N- - 8-0 0 2 8 5'5 0-2- 0 2 8 6-2-13 6-5-5 6-2-13 Plate Offsets(X,Y)-- [1:0-5-14,0-0-12, 5:0 5-14,0-0-12, 5:0-5-14,0-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 5-7 >999 240 MT 244/190 TC 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.19 5-7 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.10 HOrZ(TL) 0.07 5 n/a Na Weight:84 Ib FT=20 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing F, installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=745/0-4-0,5=745/0-4-0 Max Horz 1=91(LC 11) Max Uplift 1=-321(LC 12),5=-321(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1478/752,2-10=-1386/761,2-11=-1304/696,3-11=-1241!711,3-12=-1241!711, 4-12=-1304/696,4-13=-1386/761,5-13=-1478/751 BOT CHORD 1-9=-593/1220,8-9=-619/1308,7-8=-340/870,6-7=-623/1308,5-6=-594/1220 WEBS 2-8=-267/242,3-8=-202/457,3-7=-202/457,4-7=-267/242 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 12-8-0 one;ccantilever!left and right e(posed(directional) vertical eft and(right a posed;C-C forrrmembers and forces &MW F(RS9for-0 to reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� O C E N,9••e9 ��i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. F•••.� 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : _ - y will fit between the bottom chord and any other members. 3938 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321 Ib uplift at joint 1 and 321 Ib uplift at joint 5. - ' 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = �rQ ATE •'�� 1*0 �';i,S/O N A\-'l00 r111111 FL Cert. 6634 June 19,2015 Q WARNING-verliy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.02116!1015 BEFORE USE. Deslgn valid for use only with Mffek connectors.This design k based only upon parameters shown,and Is for an individual building component. Applk:abllty of design parameters aril proper incorporation of component is responsibility of building designer-not truss designer.&acing shown Is for lateral support of Individual web members only. AddBbrlal Temporary bracing to Insure stability during constnlcfbn h the responslbAlity of the MiTek erector. Additional permanent bracing of the overall stricture Is the responsibility of the"ding designer.For general guidance regarding 6904 Parke East Blvd. fabdcatton,quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Tampa.FL 33610 Safety Information ovallabie from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. �uriaer Const./McGorrin MH/JKo russ russ ype � y77170619 J14D448 CO2 Hip 1 1 Job Reference(optional) 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 10:11:27 2015 Page 1 Manning Building Supplies,Jacksonville,FL I D:wKmV?sdlyyR3Expa5U W?zlz7kgG-M LB?fXJW CCFYYUa6D2szvd 1 aoxDQdjyvrBelcLz55Nk 11-4-0 44-8 8-0-0 14-11-8 19-4-0 3-7-8 4-4-8 4--4-8 3-7-8 3-4-0 Scale=1:32.5 4x4= 4x4= 3 4 5.00 F12 1.5x4 1.5x4 5 2 13 14 12 V 11 m 6 1 a In-6 o_o g 6 7 i 3x4= 3x4= 6x6 10 3x4= 6x6 3x4= 11 4-0 19-1-8 1 - -0 028 e-o-o 7.9.8 a2-a 0-2-8 7-9-8 3-4-0 Plate Offsets(X,Y)-- 1:0-6-6,0-1-0, 1:0-7-8,0-1-8, 6:0-6-6,0-1-0, 6:0-7-8,0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.13 6-8 >999 240 MT20 244/190 TCDL 10.0 �,odeeFB1320110/TP,2007 DOL 1.25 BC 0.65 Vert(TL) 0.35 6-8 >642 180 BCLL 0.0 ' ss Incr YES WB 0.10 Horz(TL) 0.08 6 rVa n/a Weight:85 Ib FT=20% BCDL 10.0 (Matrix-M) LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.2,Right:2x4 SP No.2 Installation guide REACTIONS. (Ib/size) 1=745/0-4-0,6=745/0-4-0 Max Horz 1=-76(LC 10) Max Uplift 1=-321(LC 12),6=-321(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-1444/856,11-12=-1364/864,2-12=-1362/866,2-3=-1170/694,3-4=-1041/674, 4-5=-1 170/694,5-13=-1362/865,13-14=-1364/864,6-14=-1444/856 BOT CHORD 1-10=-705/1184,9-10=-741/1284,8-9=-474/1041,7-8=-734/1284,6-7=-699/1184 WEBS 3-9=-99/277,4-8=-99/277,2-9=-320/296,5-8=-320/295 NOTES- 1)Unbalanced roof live loads have been considered for this design. -second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 2)Wind:ASCE 7-10;Vult=130mph(3 111 4-0,DIn Interior(l)15-6--158to 18-111-12 zone;canl)and Ctilever eft nd right exposed end velrtic I�eft and right exposed�C-C for members ,`�1��PCJ A• ,q4��j�� and forces&MWFRS for reactions shown;Lumber DOL=1.60 late grip DOL=1.60 ``t` P 9 P �� O •'GENS'•e-9 �� 3)Provide adequate drainage to prevent water ponding. :,I,�.'• F•'•• 4)The Fabrication Tolerance at joint 1=0%,joint 6=0%,joint 1 =0%,joint 6=0°% 3938 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Z * ; will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 321 Ib uplift at joint 1 and 321 Ib uplift at .{c joint 6. - _,. �ZG/ 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. O•• ATE ; s/O N AL� %`�. 1111111t;10 FL Cert. 6634 June 19,2015 WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.OVIS1201 S BEFORE USE. ' own,and is or an ADesign valid pplicability of design use or p parameters and propersm lorporiatlon of componenbased only tn is is ameters of b<rllding designer-Individualt rusV.11=1.Bracing shown a is for lateral support of Individual web members only. Additional temporary bracing To Insure statAlty dudng construction Is the resporult�llty of the MiTek 1 erector. Additional permanent bracing of the overall structure h the responsibility of the building designer.For general guidance regarding 6904 Parke East Blvd. Safety Information avaNrabletfror�nTTruss H to InsTlTuten781 �Lee Sheel,nSute 3N2.IAlelxandrlary Ar223�4 SB-89 and BCSI Building Component Tampa,FL 33610 r Job fuss runs ype ty j Guider Const./McGorrin MH/JK 77170620 J140448 CO3 ROOF SPECIAL GIRDER 1 2 Job Reference 0 trona/ Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MTek Industries,Inc. Thu Jun 18 10:08:56 2015 Page 1 I D:wKmV?sdlyyR3Expa5U W?zlz7kgG-HI W wzuVomDD_xhX5trfYHnHsD4k01QDg7CZFpbz55Q5 3-6-10 10-0-0 11-8-0 15-0-4 19-4-0 3-6-10 2-5-6 4-0-0 1-8-0 3-4-4 4-3-12 Scale=1:33.9 40= 4x7= 5 40= 5.00 12 3 30 30 i 6 2 CP a CP Co oS 7 T Iolo 0 13 12 11 10 9 g 19 20 8x8= 3x4= 3x8= 1.5x4 II 5x5 3x5 20 I 6X6 II 0 2 8 3-6-10 6-0-0 10-0-0 11-8-0 15-0-4 19-1-8 1 - -0 0-2-8 3-4-2 2-5-6 4-0-0 1-8-0 3-4-4 4-1-4 0-2-8 Plate Offsets(X.Y)-- 0-0-41,[370-5-4,0-2-01, 7:0-2-11,0-2-12 _. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)�1/defi �2�4O PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.06 11 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.11 11-12 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.04 7 n/a n/a Weight:200 Ib FT=20% BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 8-5-10 oc bracing. 1-12:2x6 SP No.1 D WEBS 2x4 SP No.2 REACTIONS. (Ib/size) 1=1650/0-4-0,7=944/0-4-0 Max Horz 1=-71(LC 6) Max Uplift 1=-804(LC 8),7=-425(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-3473/1707,2-3=-2422/1179,3-18=-2094/1028,4-18=-2094/1028,4-5=-1635/812, 5-6=-1666/803,6-7=-2015/909 BOT CHORD 525/3193, 12-20=1 560/3163,11-12=-984/2224,1 169, 110-11=-896/2087,3/3169, 9-100'767/1784,8-9=-767/1784, ��.�`�Pg A.i 7-8=-733/1683 ........ -8=-733/1683 �� •�G E i.g WEBS 3-12=-365/790,3-11=-257/352,5-10=-522/1096,4-10=-1069/535,2-12=-1118/620, 2-13=-476/888,6-10=-341/187 ��4_ _A"Ie • 3 9 3 8� NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Nr Bottom chords connected as follows:2x6-2 rows staggered at 0-11-0 oc,2x4-1 row at 1-0-0 oc. •. Webs connected as follows:2x4-1 row at 1-0-0 oc. T E 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 0 . ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. i.0,T�.�4 O R 3)Unbalanced roof live loads have been considered for this design. 4) mph(3 11;ExpDS Encl.,CE 1GCpi I0.183MWFRS(d-secirectional);onal)cantilev0er left andDr right exposed end vertscal left and right exposfed;Lumber Cat. ��/,SS�O N A`I',. ``` DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide FL Cert. 6634 will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 804 ib uplift at joint 1 and 425 Ib uplift at June 19,2015 oint 7. _ 0 WARNING-V.Hly daelgn prrametere and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M&7473 rev.02/153015 BEFORE USE. Design valid for use only with Mffek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paarneters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall stnrcture is the responsibility of the Wilding designer.For general guidance regarding 169Y01141ParkRe East Blvd. fabrication,qu alfty control.storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety information available from Truss Plate Instftute,781 N.Lee Street,Suite 312.Afexandrla.VA 22314. Tampa,FL 33610 Job fuss fU65 ype ty y �Job"Reteren/.M. onst. cGorrin MH/JK nnoszo J140448 CO3 ROOF SPECIAL GIRDER i o tionai Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 Mitek Industries,Inc. Thu Jun 18 10:08:56 2015 Page 2 I D:W KmV?sd IyyR3Expa5U W?zlz7kgG-H I W wzuVomDD_xhX5trfYHnHsD4k01QDg7CZFpbz55Q5 NOTES- 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)865 Ib down and 436 Ib up at 3-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:3-16=-60,3-4=-60,4-5=-60,5-7=-60,1-7=-20 Concentrated Loads(lb) Vert:19=-238(B)20=-865(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev-02/16/2015 BEFORE USE. " Design valid for use only with MITek conneclots.this design is based only upon parameters shown.and Is for on individual buAldirg component. Applicability of design parameters and proper Incorporallon of component Is respons"Itty of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Addttkx-"temporary bracing to insure stabilityduring construction Is the responslbfllity of itle, Mitek erector. Additkxral permanent bracing of the overall structure is the responsibility of true building designer.rot general guidance regarding fabAcatlon,qu ality control,storage.delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tarrpa,FL 33610 0 • r runs TCommi s ype ty y Grider Const./McGorrin MH!JK 77170621 J140448 Dol 3 1 Job Reference o tional Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 10:08:30 Page 1 nOfgPr89Gtv I D:wKmV?ShcyyR3Expa5UW?zlz7kgG-1 Iy5W?AUtExgphY5LNBSEICGhbGtv6z550V 15-4-0 7-8-0 7-8-0 7-8-0 Scale=1:25.9 5x5= 2 ! 5.00 12 12 11 I 13 I 10 3 Lia r m Q O 0 3x6 5 4 1.5x4 11 1 6x8 15-1-8 1 4 0 7-5-0 7-5-8 0-2- 7-8-0 Plate Offsets X,Y 1:0-0-15,0-0-2, 3:0-0-4,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.29 3-5 >614 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.05 3 rl/a n/a Weight:53 Ib FT=20 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=600/Mechanical,3=597/0-4-0 Max Horz 1=-72(LC10) Max Uplift 1=-256(LC 12),3=-257(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-965/506,10-11=-892/508,2-11=-874/521,2-12=-884/519,12-13=-905/506, 3-13=-992/504 BOT CHORD 1-1=-193/425,1-5=-353/823,4-5=-353/823,3-4=-353/771 WEBS 2-5=-42/369 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7 10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 7-8-0,Exterior(2)7-8-0 to 10-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %�� ........ �i ,9�e . 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,% E N S 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;��•• �� `••.�/Y��o will fit between the bottom chord and any other members. 3938 5)Refer to girder(s)for truss to truss connections. • ' t joint 1 and 257 Ib uplift at 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 256 Ib uplift a joint 3. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Vx X • ' ATE FL Cert. 6634 June 19,2015 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02t1612015 BEFORE USE. ' Design valid for use only with Mfrek connectors.This design is based only upon Parameters shown,and is for an Individual balding component. Applicability of design parameters and proper Incorporation of component k responnslbllity of btdIdkn9 designer-not tress designer.Bracing shown MiTek' is for lateral suipporl of Individual web members only. Addttkxrd temporarybracing to insure statAity during constfuctkxn Is the responsibility of the a erector. Adc l&md permanent bracing of the overall structure Is dine responsibility of dine Wilding designer.For general guidance regarding fabdcallon.qudlfy control,storage,delivery,erection and bracing,consult ANSI/TPI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety or, avdable from Truss Plate Institute,781 N.Lee Street Suite 312 Alexandria.VA 22314. Tanya.FL 33610 I Const./McGorrin MH/JK p rUss runs ype ty y Grider 77170622 J140448 Common D02 1 1 Job Reference optional 7Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 10:08:07 2015 Page 1 I D:wKmV?sdlyyR3Expa5UW?zlz7kgG-Ct3Oh8v31A2xZ91gV2H3oSIM?KzNmFuTs4B9bxz55Qs 7-8-0 12-11-8 7-8-0 5-3-9 Scale=1:23.7 5x5= 2 5.00 Fi2 10 11 9 33x4 8 1 Io h 6 4x4= 5 7 1.5x4 I' 6x8 2 6-4-1 7-8-0 12-11-8 2 6-1-9 1-3-15 5-3-9 Plate Offsets(X,Y)-- 1:Ed e,0-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.13 1-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.27 1-6 >549 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 5 n/a rVa Weight:54 lb FT=20% BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.2 [Mi:Tek:re:co:m:me_nds that Stabilizers and required cross bracing ing truss erection,in accordance with Stabilizer e. REACTIONS. (Ib/size) 5=499/Mechanical,1=493/0-4-0 Max Horz 1=66(LC 11) Max Uplift 5=-214(LC 12),1=-209(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-697/360,8-9=-608/361,2-9=-589/375,2-10=-576/400,10-11=-598/391, 3-11=-633/390 BOT CHORD 1-7=-300/512,6-7=-299/553 WEBS 3-5=-472/347,3-6=-306/566 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TC DL=4.2psf;BCDL=3.Opsf;h=4-th 7-8-0;Exterior(2) ;(2)7-oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-4-4 to 3-4-4,Interior(1)3 4 4 to 7-8-0,Exterior(2)7-8-0 to ►►►il �� 10-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for ♦ ,```►PS A , reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %` \v ... VE 1 . , ,� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0 0 wide `,` -•'�,1 G S�`•••q�ir�' will fit between the bottom chord and any other members. 3938 • 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 214 Ib uplift at joint 5 and 209 Ib uplift at joint 1. ' 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. it 'rte ATE : �� Off. Al P.: 441 s lO N AL��♦ „►►► 40 FL Cert. 6634 June 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.0211WZ015 BEFORE USE. Design valki for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper Incorporation of component is respor�ility of building designer-not tnrss designer.Bracing dawn is for lateral support of Individual web members only. Additional Temporary bracing To Insure stability during construction Is the responslb911ty of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of The building designer.For general guidance regarding 6904 Parke East Blvd. fabrication,quatlly control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component Safety Intomratlon available from Inas Plate Institute.781 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 T r rUSS rUss ypeQty y �Gnaer Const.i McGorrin MH/JK 77170623 3140448 D03 Common 2 1 Job Reference o tional 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 10:07:25 2015 Page 1 Manning Building Supplies,Jacksonville,FL ID:wKMV?sdlyyR3Expa5UW?zlz7kgG-RoW WtnOjBGIUW i4b2DW D5bOB4OdlwGwHCXOx7Nz55RW 7-8-0 11-10-8 7-8-0 4-2-8 Scale=1:23.2 5x5= 2 10 5.00712 11 9 3 3x4 8 1 Li I� 0 6 3x4= 5 'j�7 1.5x4 II 6x8 i 2 8 5-9-9 7.8-0 11-10-8 2 8 5-7-1 1-10-7 4-2-8 Plate Offsets(X,Y)-- 11:Ed e,0-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.13 1-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.28 1-6 >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.03 5 rVa n/a Weight:50 Ib FT=20% BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be in during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=455/Mechanical,1=450/0-4-0 Max Horz 1=83(LC 12) Max Uplift 5=-198(LC 12),1=-187(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=586/306,8-9=-495/310,2-9=-479/321,2-10=-438/356,10-11=-488/348, 3-11=-510/346 BOT CHORD 1-7=-280/437,6-7=-274/450 WEBS 3-5=-449/342,3-6=-295/485 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)W ind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=45ft;L=24ft;eave=oft Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-4 to 3-4-4,Interior(1)3-4-4 to 7-8-0,Exterior(2)7-8-0 to 10-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for � ``,``PS reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � nonconcurrent with any other live loads. � '•••E N• B �� 3)This truss has been designed for a 10.0 psf bottom chord live load ds. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 0 tall by 2-0-0 wide ••' G `S�Q'•.9�r will fit between the bottom chord and any other members. : 3938 5)Refer to girderlift at s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 198 Ib uplift at joint 5 and 187 Ib up joint 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ;rte ATE 40� ��,�• T P.' �• 'OP /ON O N A\-��.•��• 3 FL Cert. 6634 June 19,2015 s ' 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02J752075 BEFORE USE. ° Design valid for use only with MfTek connectors.This design is based only upon parameters shown.and h for an Indlvldtm building component. Applicability of design parameters aril proper Incorporation of component is resporulbility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is rile respons(blllity of the MiTek' i erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information avalable from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 0 russ runs ype ty '., 7(3nder Const./McGorrin MH/JKT717.24J140448 D04 Common 1 JoReference o tional Manning Building Supplies,Jacksonville,FL7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 10:06:58 2015 Page 1 ID:wKmV?sdlyyR3Expa5UW?zlz7kgG-kbOJCY3nYzLjnYW Py2XtVuOZZVOT536J_r_?fRz55Rx 7-8-0 12-5-0 7-8-0 4-9-0 Scale=1:23.5 5x5 2 10 5,00712 11 9 33x4 B 1 r 1I? a 6 3x4= 5 7 1.5x4 11 6x8 2 7.8.0 12-5-0 6-0-13 2_ 5-10-5 1-7-3 4-9-0 Plate Offsets(X,Y)-- 1:Ed e,0-0-4 LOADING (psf) SPACING- 2-0-0T DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 0.74 Vert(LL) 0.13 1-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 0.65 Vert(TL) -0.27 1-6 >531 180 BCLL 0.0 Rep Stress Incr YES 0.12 Horz(fL) 0.03 5 rVa n/a Weight:52 Ib FT=20% BCDL 10.0 Code FBC2010ITP12007rix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 5=477/Mechanical,1=472/0-4-0 Max Horz 1=72(LC 12) Max Uplift 5=-206(LC 12),1=-199(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-641/331,8-9=-551/335,2-9=533/346,2-10=-489/379,10-11=-543/370, 3-11=-571/369 BOT CHORD 1-7=-289/465,6-7=-287/501 WEBS 3-5=-460/344,3-6=-299/523 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. Ii;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-4-4 to 3-4-4,Intetior(1)3-4-4 to 7-8-0,Extedor(2)7-8-0 to 10-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ��,,```,PS reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •,.••• B i� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� Q C E S•. .9 �� 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :��••'�� `••.•�� will fit between the bottom chord and any other members. 3938 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 206 Ib uplift at joint 5 and 199 Ib uplift at joint 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. =_�• '��: ; -% ATE ' �i O R 11111111111110 FL Cert. 6634 June 19,2015 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.02116/2015 BEFORE USE. Design valki for use only with MiTek connectors.This design k based only upon parameters shown,and is for on ktdividual building component. i�r of ed osupport of IndNkmlualweb members o Y�Add��temporary lxnciP rig To ilnsuref staibllify da p�consf�ucibn h ttier�esponsl Ty O it>e MiTek erector. Addtliond Permanent bracing of the overall structure Is ttre responsibility of the lxlllding designer.For general guidance regading 6904 Parke East Blvd. fatxicatlon,qudily control,storage,delivery,erection arxJ bracing•consult ANSI/TPII Quality Criterlo,DSB-89 and BCSI Building Component 3 Tampa,FL 33610 Safely IMormatiort avaMable from Truss Plate Institute,781 N.Lee SireeT,Suite 312.Alexandria,VA 22314. r under Const./McGorrin MH/JK o russ russ ype b y T717062s J14oaaa Dos common 1 1 Job Reference o tional Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 10:06:01 2015 Page 1 ID:wKmV?sdlyyR3Expa5U W?zlz7kgG-udSmE2NOzSApRofS7aOW htXpJXyTFHgwuTgUAFz55Sq 7-8-0 14-5-0 7-8-0 6-9-0 Scale=1:24.3 5x5= 2 T 5.00 F12 13 12 14 3 3x4 11 4 0 a `O r: I� 5 6 1.5x4 11 3x6 11 6x8 i 2 7 8 0 14-5-0 2 758 690 Plate Offsets X,Y- 1:Ed LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.13 1-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.30 1-5 >554 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.04 4 n/a n/a Weight:54 Ib FT=20% BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 20 SP No.2 [MiT ek recommends that Stabilizers and required cross bracing SLIDER Right 2x4 SP No.2 2-6-0 e installed dun ngtruss erection,in accordance with Stabilizer stallation guide. REACTIONS. (Ib/size) 4=563/Mechanical,1=563/0-4-0 Max Horz 1=70(LC 11) Max Uplift 4=-243(LC 12),1=-242(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-881/459,11-12=-791/460,2-12=-773/474,2-13=-779/489,13-14=-780/478, 3-14=-798/477,3-4=-369/79 BOT CHORD 1-6=-347/701,5-6=-342/719,4-5=-351!719 WEBS 2-5=-36/329 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=oft;Cat. Il;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-4-4 to 3-4-4,Interior(1)3-4-4 to 7-8-0,Exterior(2)7-8-0 to 10-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C C for members and forces 8 MW FRS for `,``%--gypp p,S A q�.,o, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �r'•G E fU S�e9 i�, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,♦ �` ••.• �� will fit between the bottom chord and any other members. J fj 5)Refer to girder(s)for truss to truss connections. 3938 joint 4 and 242 Ib uplift at 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 243 Ib uplift at joint 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ;fes o AT E FL Cert. 6634 June 19,2015 © WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I-7473 rev.02(16/2015 BEFORE USE. • Design valid for use only with Mffek connectors.This design is based only upon parameters shown.and Is for an Individual balding component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lsupport pport of indlvldual web members only. Addition"temporary bracing to Insure stability during construction Is the responslbllriy of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guldance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TP1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information avalable from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 p , fuss fuss ype Qty y Grider Const./McGorrin MH/JK 77170626 J1 00448 E01 Halt Hip Girder 2 I 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:14:43 2015 Pagel I D:wKmV?sdlyyR3Expa5U W?zlz7kgG-GQ5wlkk_X8sOgbRHDhsggoU648mpkDBBIkPXdnz4n6w 3-0-0 6-0-0 3-0-0 3-0-0 Scale=1:12.7 4x7= 1.5x4 11 2 7 3 5.00.12 N (b a 6 1 5 4 Io 1.5x4 11 6 B 9 3x4= 5x8 M18SHS\\ 2_ 3-0-0 6-0-0 2 B 2.9.8 3-0-0 Plate Offsets X,Y-- [170-0-3,0-1-51, 2:0-5-0,0-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 1-5 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.01 4 n/a n/a Weight:26 Ib FT=20% BCDL 10.0 Code FBC2010rrP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, TOPCHORD 2x4 SP No.2 Bexcept end verticals. OT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. [MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer installation guide. REACTIONS. (Ib/size) 4=256/Mechanical,1=239/0-4-0 Max Horz 1=80(LC 5) Max Uplift 4=-162(LC 5),1=-129(LC 8) Max Grav 4=258(LC 18),1=239(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-352/318 BOT CHORD 1-6=-307/287,6-8=-316/303,5-8=-316/303,5-9=-316/314,4-9=-316/314 WEBS 2-4=-326/317 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsh h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ,,� II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber �-�p�PS A DOL=1.60 plate grip DOL=1.60 ` 0`v •••E N•• 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3938 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 162 Ib uplift at joint 4 and 129 Ib uplift at :zir joint 1. ATE 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •• (V 10)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)278 Ib down and 307 Ib up at ��• ,< p R, % 3-0-0 on top chord,and 42 Ib down and 31 Ib up at 3-2-2 on bottom chord. The design/selection of such connection devices)is ♦ is •..• ' of others. 12 the e LOADbility CASE(S)section,loads applied to the face of the truss are noted as fro (F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 FL M. 6634 June 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/67473 rev.02116/2015 BEFORE USE. " Design valid for use only with Mitek connectors.This design is bored only upon parameters shown,and Is for an Individual budding component. ApplicabAity of design paameters and proper krcorporatbn of component h resporuibility of building designer-not inrss designer.&acing stv>wn fs for lateral support of indlvkivai web members only. Aclditkmal temporary bracing fo Insure stability during consirucfbn h the respor>Slbdlity of the MiTek' erector. Addltbral permanent bracing of the overall structure B the responsibility of the building designer.For general guidance regarding 6904 Parke East Bbd. __[ fabrication,quality control,storage,delNery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Instttute,781 N.Lee Street,Sutte 312.Alexarxlria,VA 22314. Tampa,FL 33610 T rUss fuss ype ty y i Guider Const./Mc7170626 Gorrin MH!JK T J140448 E01 Halt Hip Girder 2 1 ,lob Reference o tlonal Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 Mitek Industries,Inc. Fri Jun 19 09:14:43 2015 Page 2 ID:wKmV?sdiyyR3Expa5U W?zlz7kgG-GQ5wlkk_X8sOgbRHDhsggoU648mpkDBBIkPXdnz4n6w LOAD CASE(S) Standard Uniform Loads(pit) Vert:1-2=-60,2-3=-60,1-4=-20 Concentrated Loads(Ib) Vert:5=-8(B)2=-23(B)7=-18(B)8=0(B)9=-6(B) 0 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIP7473 rev.0711672015 BEFORE USE. i Design valid for use orgy with MBek connectors.This design is based only upon parameters shown.and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown M iTek' is erfector. Additional al perof rmaneual web ntt blcidng o therovverall structure s the esponsibil ty of rary b(acIng T0 1 the building designer.For generaconstructiong luidance s the garding of it>P fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 0 russ russ ype ()tY Fly Grider Const./McGorrin MH/JK 77170627 J140448 E02 Half Hip Girder 1 1 Job Reference 0 tlonal ""s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:15:42 2015 Page 1 Manning Building Supplies,Jacksonville,FL ID:wKmV?sdlyyR3Expa5UW?zlz7kgG-1 m9D4vS?dGloFfScAaOgZFOA_woD2sJtJPC9Csz4n6? 3-10-8 6-0-0 3-10-8 2-1-8 Scale=1:15.4 1.5x4 II 4x7= 2 3 5.00 12 Ll N 17O CV N HTU26 5 HTU26 4 o 10 3x10 11 11 4x7 11 3x5% 4x4= HTU26 2_ 3-10-8 6-0-0 2 3-8-0 2-1-8 Plate Offsets X Y- 1:0 3 4 0 2-0 2:0 5-0 0-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (10c) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.03 5-7 >999 180 BCLL 0.0 Rep Stresslncr NO WB 0.21 Horz(TL) 0.01 4 n/a n/a Weight:30 lb FT 20% BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, TOPCHORD 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2`Except` 1-4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=1295/0-4-0,4=884/Mechanical Max Horz 1=90(LC 7) Max Uplift 1=-575(LC 8),4=-416(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-946/423 BOT CHORD 1-1=-243/447,1-10=-403/850,5-10=-403/850,5-11=-439/939,4-11=-439/939 `Ir1111111111��,' WEBS 2-5=-401/950,2-4=-1 194/536 %`` P.S A. NOTES ♦♦♦ 0\v.••G E N,9 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ;��`•• �� `s�`••.��' Il;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical lett and right exposed;Lumber s • 3938 DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i :fir will fit between the bottom chord and any other members. - AT E • 5)Refer to girder(s)for truss to truss connections. i 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 575 Ib uplift at joint 1 and 416 Ib uplift at �,� •,C< O R 1 Q Q •:\�,♦♦ joint 4. `` 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. is•••'••••• �� 8)Use SimpsonStrong-Tie e eft end(2 -1 4 to connect 11- 0dxl e 112 Truss, to back Panel ofPly Giird chord S� ;rder)or equivalent spaced at 2-3-1 oc max. ��', O N A `;%0- starting at 0-4-3 om 9)Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). FL Celt. 6634 LOAD CASE(S) Standard June 19,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIP7473 rev.01/75/2015 BEFORE USE. Design valid for use only with Mflek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown MiTek Is for erector. Additional permanent bracing ihens only.overall stntlitubre is the resporWHI ttemporary ,bracing To insure stability dLfflng the Miming designer.For general)guidancOn is the e responsibility of the fabrication,quy control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. alB Safety Information avallable from Truss Platte institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 o russ fuss ype oty Fly �udderuonsti McGorrin MH/JK 77170627 J140448 E02 Hall Hip Girder i 1 Job Reference 0 tl0nal Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MTek Industries,Inc. Fri Jun 19 09:15:42 2015 Page 2 ID:wKmV?sdlyyR3Expa5UW?zlz7kgG-1 m9D4vS?dGIOFfScAaQgZFQA_woD2sJtJPC9Csz4n6? LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:2-8=-60,2-3=-60,1-4=-20 Concentrated Loads(lb) Vert:1=-579(8)10=-579(B)11=-579(B) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.02/1&2015 BEFORE USE.i. t sign vdki for use only with Milek connectors.This design Is based only upon parameters shown.and is for an Individual building component.plicabiity of design pcxameters and proper Incorporation of component is responsiblltty of building designer-not truss designer.Bracing shown Mitek Is for lateral support of Individual web members only. Addit"temporary bracing to Insure stability during construction Is the to sponsib9111y of the ti erector. Additional permanent bracing of the overcill structure is the responsibility of the balding designer.For general guidance regarding 6904 Parke East Blvd. fabricatlon,quatlty control,storage,delivery,erection arxl brackrg,consult ANSI/TPI Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety Inform ava9able from Truss plate institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. 0 r rUSS fuss ype Qty y Gridet Const./McGorrin MH/X T717062g J140448 E03 Half Hip Girder 1 1 Job Reference 0 IIOna1 Manning Building Su plies,Jacksonville,FL 7.620 s Apr 30 2015 Mitek Industries,Inc. Fri Jun 19 09:16:34 2015 Page 1 9 9 P ID:wKmV?sdlyyR3Expa5UW?zlz7kgG-Wmlt?h4cOFreUfOCDVMsgCaOetTJEKkXHVov1rz4n5B 3-10-8 6-0-0 3-10-8 2-1-8 1.5x4 I. Scale=1:13.6 4x7= 2 3 5.0012 N it j0 N N 4X7 10 HTU26 5HTU26 4 Io 10 3x10 11 6x6% 6x6= 2_ 3-10-8 2_ 3-8-0 2-1-8 Plate Offsets(X,Y)-- 1:0-3-4 0-1-15 2:0-5-4 0-2-0 4:0-3-0 0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc):I/defl 7n/a TPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 5-799 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.07 5-760 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.01 4 , 30 Ib FT=20% BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD Structural wood sheathing directly app TOP CHORD 2x4 SP No.2 lied or 3-11-8 oc purlins, except end verticals. BOT CHORD 20 SP No.2`Except` 1-4:2x6 SP No.1 D BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1440/0-4-0,4=1373/Mechanical Max Horz 1=90(LC 24) Max Uplift 1=-627(LC 8),4=-624(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1775/781 HORD 1=828/593012-4=-2297/1012 626510=-738/1626,4-5=-814/1807 ,`,,�lPS Ai111111 WEBS2- 11, ` O 1)Unbalanced roof live loads have been considered for this design. �� •�\G E N NOTES- S'�.•'9A �� 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24it;eave=4it;Cat. '� f 3938 t • • 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber = DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •it 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _. ATE will fit between the bottom chord and any other members. Q 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 627 Ib uplift at joint 1 and 624 Ib uplift at ,�j, . 0 R joint 4. �i1 Q N At-E` 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11 9)Use Simpson Strong Tie HTU26(20-1 Od Girder,11-1Odx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. i'i_Cert- 6634 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard June 19,2015 QWArnntini ipci on Dane, RNING-Varity design peremelen end READ NOTES ON THIS ANDonI NCLUDED MrTEK REFERANCE PAGE MII.7473 rev.02/1672015 BEFORE USE. Design valid for use only wtth MfTek connectors.lhis design is based y upon parameters shown,and Is for an Individual building component. Applk:abllty of design parameters and proper Incorporation of comonent fs responsibility of Lxrllding designer-not hrrss designer.&acing shown Mitek h for laterd support of Irxllvldual web members only. AcldiTbrtal g to Itabilitycshanentacingofall structuresresponsibility of the luNding designer.For general guidance regarding fabrication,gadfly control,storage,delivery,erectton and bracln9,consult ANSI/TPI t Cuallty Criteria,DSB-89 and BISIBuilding Component Tampa,FL 33610 bd Safety infortnaflon avaNd�le from Truss Plate Irutttute,781 N.Lee Sfreet,Sutte 312.Alexandria,VA 22314. 7 -7: 'USS fuss ype ty ',, y Grider Const.I wGorrin MH!JK446 E03 Hatt Hip Girder 1 1 Job Reference(optional) ,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:16:34 2015 Page 2 Manning Building Supplies ID:WKmV?ShcyyR3Expa5Uvi zRz iqE-W mit?h4cOFreUfOcDVMsgCaoetTJEKkXHVov1rz4n5B LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:2-8=-60,2-3=-60,1-4=-20 Concentrated Loads(lb) Vert:5=-1186(F)10=-1 186(F) 0 WARNING-Verity design parameters and�READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MO.7473 rev.02/15,1015 BEFORE USE. q Deslgn vat_f«use only with MRek connrs.This design E based only upon parameters shown,and Is for on individual buNding component. Appt�ab111y of design parameters anti inc�rsMl lei^ eecT« o oerall sir�uctuk e�is ithe r�esWnsibil t O Trhe buNding deslgner.gF 9etneralogrtidance reg«cnt9 of the fabrtcollon,qudtty control,storage,delNery,erection and bracing,consult ANsI/TPI t Huality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaNable from truss Poate Institute.781 N.Lee Sheet,Sutte 312.Alexandrkl,VA 22314. Tampa,FL 33610 0 fuss 711LF pe ty y Under const./McGorrin MH/JK 77170629 J140448 G. GIRDER 1 2 Job Reference o tional Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 M1ek Industries,Inc. Fri Jun 19 09:29:04 2015 Pagel ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-Y3cPP893lhLDTvm190pk3Ne64CSZzXgwkBUbLNz4mvT 6-0-0 6-1 8 9-1-8 12-1-8 14-9-12 17-9-8 3-5-4 P-8-4 2-11-12 3-5-4 2-6-12 0- -8 3-0-0 3-0-0 Scale:3/8'=1' NAILED NAILED 4x10= 4x4= 4x10= 1.5x4 11 3x4= NAILED NAILED NAILED NAILED 7 5.00 12 22 4 23 5 24 6 25 26 27 8 4x4 3 3x411 v 4 T N m 2 13 29 12 30 6x6= co 28 6x6— 3xB= 31 1 NAILED NAILED NAILED NAILED 10 14 NAILED 3x4 zz� aD 1.5x4 I 32 21 1 NAILED 9 Io 400 Fl2 3x12 M18SHS= 4x7 11 6-1-8 9-1-8 12-1-8 14-9-12 17-9-8 08 8 3-5-4 3-0-0 2-8-4 2-11-12 012-8 3-2-12 2-8-4 3-6-0 Plate Offsets(X,Y)-- [1:0-3-7,Ed e, 4:0-2-12,0-2-4, 9:0-8-8,Ed e LOADING (psf) SPACING- 2-0-0EBIC SI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25C 0.75 Vert(LL) 0.31 12-13 >682 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 0.87 Vert(TL) -0.51 12-13 >414 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NOB 0.41 Horz(TL) 0.34 21 Wa n/a Weight:185 Ib FT=20% BCDL 10.0 Code FBC2010/TPI2007atrix-M) LUMBER- BRACING TOP CHORD Structural wood sheathing directly appl TOPCHORD 2x4 SP No.2 ied or 2-5-14 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=1322/0-4-0,21=1325/Mechanical Max Horz 1=123(LC 25) Max Uplift 1=-705(LC 8),21=-785(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1=1115/633,1-2=-1050/619,2-3=-3915/2269,3-22=-6295/3673,4-22=-6222/3665, 4-23=-6167/3615,5-23=-6168/3616,5-24=-6167/3615,6-24=-6167/3615, 6-25=-5227/3081,25-26=-522713081,7-26=-5227/3081,7-27=-1842/1088, 8-27=-1842!1088 BOT CHORD 1-15=-2189/3638,1-14=-2114/3506,14-28=-2152/3566,13-28=-2178/3628, 13-29=-3461/5855,12-29=-3461/5855,12-30=-3137!5309,11-30=-3137/5309, 11-31=-1140/1939,10-31=-1144/1925 WEBS 6-11=-578/397,4-13=-990/1748,4-12=-2331404,5-12=316!268,6-12=552!912, 7-11=-2131/3621,7-10=-1686/1057,8-10=-1208/2047,3-13=-1497/2549,3 14=-279!205 1111111 NOTES- 1) OTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: E '� NSF••q�r Top chords connected as follows:2x4-1 row at 1-0-0 oc. A' Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. 3938 Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. = 3)Unbalanced roof live loads have been considered for this design. ., :FX 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. = ATE Z. Il;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber doO i DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. s `,� 3-6 0 tall by 2 0-0 wide 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle ��''IS��N Al %%%%%0 will fit between the bottom chord and any other members. 9)Refer to girder(s)for truss to truss connections. 10) Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify FL Cert. 6634 capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 705 Ib uplift at joint 1 and 785 Ib uplift June 19,2015 at joint 21. 0 WARNING-Var/ly des/gn parameters and READ NOTES ON THIS AND INCLUDED.!!EK REFERANCE PAGE MIF7473 rev.01/15/2015 BEFORE USE. Y Design valld for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual txrNaing component. Applicability of design parameters arxf proper incorporation of component 4s responsibility of Ixrlidkx3 designer-not truss designer.&acing shown M iTek' Is for lateral support of Individual web members only. Additional Temporary bracing to Insure stability during construr.Tbn Is the responsibllfify of the erector. Additional Permanent bracing of the overall stricture Is the responsibility of the building designer.for general guidance regarding 6904 Parke East Blvd. fabrication,cludity control,storage,delivery,erection and bracing.consult ANSI/TPN Quality criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. p fuss fuss Type-- City y Guider Const.i McGorrin MH/JK T7170629 J140448 G01 HALF HIP GIRDER 1 2 Job Reference(optional) 7.620 s Apr 30 2015 MTek Industries,Inc. Fri Jun 19 o9:29:04 2015 Page 2 Manning Building Supplies,Jacksonville,FL I D:Nx2jG_M4EZGROODAWkOBFbz7i FL-Y3cPP893lhLDTvmi90pk3Ne64CSZzXgwkBUbLNz4mvT NOTES- 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)268 Ib down and 268 Ib up at 6-1-8 on top chord,and 213 Ib down and 151 Ib up at 6-1-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-60,4-8=-60,13-15=-20,11-13=-20,9-11=-20 Concentrated Loads(lb) Vert:4=-138(B)13=-213(B)11=-51(B)6=-90(B)22=-45(B)23=-90(B)24=-90(B)26=-143(B)27=-123(B)28=-155(B)29=-51(13)30=-51(13)31=1(B)32=-19(B) 7,.,z RNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.02716J2015 BEFORE USE. ^ n valid for use only with Mitek connectors.This design is based only upon parameters shown,and Is for an Individual building component. k:abilty of design parameters and proper incorporation of component Is responslUlllty of txdldkrg designer-not truss designer.Bracing shown �ek• Islateral support of individual web members only. Additional temporary bracing to Insure Stability during construction is the responsiblllity of the or. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 6904 Parke East Blvd. catron.quality control,storage.dOlvery,erection and btacing•consult ANSI/TPII Quality Crifeda,DSB-89 and BCSt BUIlding Component Tanpa,FL 33610 ty Intortnafion available from Truss Plate Institute.781 N.Lee Sheet,Suite 312,Alexandria.VA 22314. 0 russ runs y�pe �� ty y Grider Const.!McGorrin MH/JK 77170630 Jlaoaaa Got Han Hp 1 1 Job Reference o tional 7.620 s Apr 30 Manning Building Supplies,Jacksonville,FL 2015 MTek Industries,tnc. Fri Jun 19 09:29:30 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-n3BEs1 TNegcXavl IhU Hr7rjYehMv3Glij EnzGsz4mv3 4-4-8 8-0-08-1 8 10-1-8 13-8-0 17-9-8 4-4-8 3-7-8 0 8 2-0-0 3-6-8 4-1-8 Scale:3/8'=1' 3x4= 1.5x4 11 4x10= 4 5x12= 5 22 6 23 7 5.00 F12 v 4x4 3 �2 21 n 11 10co 3x5% 20 5x5= 5x8= m 2 N 9 N 12 4x10 Z 1 1.5x4 II IT 19 o 8 4.00 F12 f 3x12 M18SHS= 4x7 11 i 028 4-4-8 8-0-0 8-1 8 10-1-8 13-8-0 17-9-8 j 0-2-8 4-2-0 3-7-8 0-T-8 2-0-0 3-6-8 Plate Offsets(X,Y)-- 11:0-3-7,Ed e, 8:0-8-8,Edge]_, 10:0-5-4,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.25 11-12 >835 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.49 11-12 >437 180 M18SHS 244/190 BCLL 0.0 ` Rep Stresslncr YES WB 0.57 Horz(TL) 0.35 19 rVa n/a Weight:95 lb FT=20% BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) LUMBER- BRACING- TOP CHORD Structural wood sheathing directly appli TOP CHORD 2x4 SP No.2 ed or 2-6-3 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2`Except` 1-11:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=724/0-4-0,19=664/Mechanical Max Horz 1=163(LC 12) Max Uplift 1=-292(LC 12),19=-373(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-1=-518/305,1-2=-378/250,2-20=-2231/1389,20-21=-2189/1395,3-21=-2187/1396, 3-4=-2741/1697,4-5=-2419/1483,5-22=-965/572,6-22=-965/572,6-23=-960/568, 7-23=-960/568 BOT CHORD 1-13=-1517/2177,1-12=-1434/2046,11-12=-1459/2090,10-11=-1628/2523, 9-10=-1 63412667 WEBS 5-10=-563/912,5-9=-1855/1161,6-9=-283/246,7-9=-619/1049,4-11=-516/838, 3-11=-339/602 �►1{IIIIIII/I NOTES- 1)Unbalanced roof live loads have been considered for this design. ��, �PS•A �e 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25tt;B=45tt;L=24tt;eave=oft;Cat. �� QNi'-.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exteflor12)0-0-0 to 3-0-0,Intehor(1)3-0-0 to 8-1-8,Extedor(2)8-1-8 to A•Z`,•' �C'E N ''9� 12-4-7 zone;cantilever left and right exposed;end vertical left and right exposed;C C for members and forces&MW FRS for 3938 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. ' nonconcurrent with any other live Nr 5)This truss has been designed for a 10.0 psf bottom chord live load ve loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,. ATE will fit between the bottom chord and any other members. 0 Q , 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)1 considers parallel to grain value using ANSIlTPt 1 angle to grain formula. Building designer should verify �� .L p R capacity of bearing surface. G 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 292 Ib uplift at joint 1 and 373 Ib uplift at �'�,ss/O N A%,;,,,�`,` joint 19. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 June 19,2015 WARNING-Verlry des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.02/16/2015 BEFORE USE. Y Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,9d Is for r Indl�,h�I d�ngrc&Ing sho Applicability abpny of design parameters and proper Incorporation of component k responsibility MiTek Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbillify of the erector. Additional permanent bracing of the overall structure is the responsibility of the Landing designer.For general guidance regarding 6904 Parke East Blvd. fabrication. afe_",o y l�^forc-pmation avanabletfrom Truss Plate Irrsfttrrten781 �Lee Sheet Suite 312.1 Alexandrala,VAI22314 SB-89 and SCSI Building Component Tampa.FL 33610 0 rUSS fuss ype ty y Grider Const./McG0rrin MH/JK 77770635 1140446 G03 Hatt Hip 1 1 Job Reference o tlonal 7.620 s Apr 30 2015 MTek Industries,Inc. Fri Jun 19 09:29:47 2015 Page 1 Manning Building Supplies,Jacksonville,r ID:Nx2jG_M4EZGROODAwkOBFbz7iFL-oKigRrgl dum77WY0BY4gJRwQJYBWYzZFdNONMNZ4muo 13-9-14 17-9-8 5-1-12 9"t-6 5-1-12 3-11-12 4-8-6 3-11-10 3x4= Scale=1:33.2 6x6 1.5x4 1', 30 II 1.5x4 11 5 21 6 22 23 7 4 5.00 12 4x4 20 N 3 6 v 10 u' o' v 12 v v m _ 3x5 i 19 5x8 m rn 2 ry 11 g 1 1.5x4 11 3xB zzzm Io 4.00 12 8 3x12 M18SHS= 6x6 11 9-1-8 9 4 13-9-14 17-9-8 0 2 8 5-1-12 4-6-10 3-11-10 0-2 8 4-11-4 o2 2 Plate Offsets X,Y 1:0-3-7,Ed e, 5:0-3-0,0-2-4, 8:0 8 B,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.25 10-11 >843 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.49 10-11 >436 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.33 8 n/a n/a Weight:97 Ib FT=20°6 BCDL 10.0 Code FBC201ofTP12007 (Matrix-M) LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD 2x4 SP N0.2'Except* BOT CHORD Rigid ceiling directly applied or 4-8-11 oc bracing. 1-10:2x4 SP NoAD WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=691/Mechanical,1=721/0-4-0 Max Horz 1=262(LC 11) Max Uplift 8=-384(LC 9),1=304(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-1=-542/315,1-2=-379/237,2-19=-2343/1533,3-19=-2283/1543,3-20=-2577/1820, 4-20=-2563/1831,4-5=-2619/1967,5-21=-674/424,6-21=-674/424,6-22=-674/424, 22-23=-674/424,7-23=-674/424,8-12=-660/473,7-12=-660/473 BOT CHORD 1-13=-1859/2311,1-11=-1767/2164,10-11=-1792/2207,9-10=-1293/1587 WEBS 3-10=-243/305,4-10=-326/344,7-9=-605/873,6-9=-269/255,5-9=-1074/899, 5-10=-1523/1890 NOTES- -second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=41t;Cat. 1)Wind:ASCE 7-10;Vult=130mph(310-0-0 II;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3 0-0 to 10-0-0,Exteri FR S for 1 o-0 0 to ,% 14-2-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW `X •�\C E SF••,9�i i reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 l� r' 2)Provide adequate drainage to prevent water ponding. 3938 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 0 tall by 2 0-0 wide ' P`ir= will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ;� - ATE 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify j 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 384 Ib up 'j capacity of bearing surface. lift at joint 8 and 304 Ib uplift at O��• t p R\ D-"'•• joint 1. G 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,I'S�O N A`,;��, FL Cert. 6634 June 19,2015 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE mit-7473 rev.02116/2015 BEFORE USE. 1 Design vdid for use only with Mflek connectors.This design is Based only upon parameters shown,and is for an Individual budding component. Applk;ablity of design parameters and proper Incorporation of component 8 responsibility of building designer-not hrrss designer.&acing shown MiTek Is for lateral support of Indivktrial web members only. Addtlkxnai temporary bracing to Insure stabdtty drxing conshricibn is the responsit Ility of the erector. Additbnd permanent bracing of The overall structure Is tine responsibility of the twdding designer.For general guidance regarding 6904 Parke East Blvd. fabrication,qudlty control,storage,delNery,erection and bracing•consult ANSI/TPII Hualiry Crlteda,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety Information available ham Truss Rate Institute,781 N.Lee Sheer,Suite 3 T 2.Alexandrk�,VA 22314. Job. russ russ ype ty y Grider Const./McGorrin MH/X 77170632 J140448 G04 Root Special 1 1 Job Reference o tional 7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:29:57 2015 Page 1 Manning Building Supplies,Jacksonville,FL I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-V FJRXGoJHz0iJ3JxmeGAjYKDHaZZtUhjwwpvioz4mue 3-10-0 7-11-0 12-0-0 17-9-8 3-10-0 4-1-0 4-1-0 5-9-8 3x4 11 Scale=1:37.4 6x6= 4x4= 4 14 1516 5 5.00 12 47 13 3 N 5x5= 5x5= 1 8 11 6x6= m 12 7 0, N 3x4 9 °D 4x10% Im 0 4.00 F12 3x12 M18SHS= 10 3x6= 028 3-10-09-1-8 12-0-0 17-9-8 0.2-8 3-7-8 5-3-8 2-10-8 5 9 8 Plate Offsets(X,Y- [470-3-0,0-2-4], 6:0-8-8,Ed e LOADING (psf) SPACING- 2-0-0771k4 in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25L) 0.20 8-9 >999 240 MT20 244/190TCDL 10.0 Lumber DOL 1.25L) -0.43 8-9 >491 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YESL) 0.29 6 n/a n/a Weight:103 Ib FT=20%BCDL 10.0 Code FBC2010/TPI2007 LUMBER- BRACING- TOP CHORD Structural wood sheathing directly appl TOPCHORD 2x4 SP No.2 led or 3-4-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 10=700/0-4-0,6=700/Mechanical Max Horz 10=313(LC 9) Max Uplift 10=294(LC 12),6=-366(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-665/409,1-12=-1990/1226,2-12=-1990/1226,2-3=-2514/1585,3-13=-2529/1719, 4-13=-2485/1729,4-14=-780/496,14-15=-780/496,15-16=-780/496I 5-16=-780/496, 6-11=-653/505,5-11=-653/505 BOT CHORD 9-10=-459/380,8-9=-2122/2666,7-8=-730/916 WEBS 1-9=-1192/2032,2-9=-1200!779,3-9=-261/263,4-8=1499/1971,4-7=646!597, 5-7=-679/905 NOTES- ,,,1�1111111/1I��,I 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=251t;B=4511;L=24ft;eave=4ft;Cat. % -APS••• A II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0 1-12 to 3-1-12,Interi-Cf mem e an 0,rtes Exte&M `� ,••C E Ns•.•,,9 �� 12-0-0 to 15-0-0 zone;cantilever left and right exposed;end vertical left and right expo sed;C-C for members and forces MW FRS :��`;•�,� _ F .•� � for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3938 .. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �r�= 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = •• = will fit between the bottom chord and any other members. _ ATE 7)Refer to girder(s)for truss to truss connections. i 8)Bearing at joint(s)10 considers parallel to grain value using ANSl/TPI 1 angle to grain formula. Building designer should verify *�,�,(%%,c4 O R`O capacity of bearing surface. `` 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 294 Ib uplift at joint 10 and 366 Ib uplift �� rs •••• at joint s. ��i�s�0 N AL 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 111111111 FL Cert. 6634 June 19,2015 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.011162015 BEFORE USE. Ak 1 Design viii for use only with Mflek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. ApplicabAlty of design parameters and proper Incorporation of component is responsibility of Lxdldktg designer-not Truss designer.Bracing shown MiTek e Is for lateral support of Individual web members only. Addlikxid temporary bracing to Insure stability during construction is fine responsibgllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding 6904 Parke East Blvd. fabdcation,qudfN control,storage,delivery,erection and bracing.consult ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component Tampa,FL 33610 Safety IMortnatbn avalable from Taus Plate Institute.781 N.Lee Street.Suite 312,Alexarx]rla,VA 22314. 's 0 runs Fuss ype ty y Gridef Const./McGorrin MH I JK 77170633 # J140448 G05 Root special 1 1 Job Reference o tlOnal 7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 0930:10 2015 Page 1 Manning Building Supplies,Jacksonville,FL ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-clbMFiyTDyfsN3pR1t?DIHNOEp1oOITdvST5gYz4muR 5-10-0 5-10-0 9-11-0 14-0-0 17-9-8 3-9-8 3)(5= Scale=1:41.0 4x4= 3x4 I 4 i5 16 5 5.00 12 3x8 14 3 5x5= 4x4= a Y 1 m m 12 13 8 11 6x6= c0 m 9 cu 5X5 i 7 3x8 zz� jrb a 4.00 12 3x12 M18SHS= 10 3x6= 9-1-8 14-0-0 17-9-8 0 8 5-10-0 4.10.8 3.9 8 0 -8 5.7.8 3-3-8 Plate Offsets X Y-- 6:0-8-8,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.21 8-9 >999 240 MT20 244/190 TC 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.41 8-9 >509 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.30 6 rVa n/a Weight:111 Ib FT=20% BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing. WEBS 20 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=700/0-4-0,6=700/Mechanical Max Horz 10=359(LC 9) Max Uplift 10=-326(LC 8),6=-347(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-646/413,1-12=-241511512,12-13=-2415/1512,2-13=-2415/1512 2-3=-2560/1672, 3-14=-491/284,4-14=-443/29614-15=-407/304,15-16=-407/304,5-16=-407/304, 6-11=-676/514,5-11=-676/514 BOT CHORD 9-10=-521/452,8-9=-2127/2799,7-8=-1429/1808 WEBS 1-9=-1 2-9=-1255/842,2-8=-277/233,3-8=1231/1700,3-7=-1523/1190, = 5-7=-534/702 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=251t;B=45111;L=24ft;eave=oft;cat. , O�PS•N Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 14-0-0,Exterior(2) ` �••��\ — •A��, 14-0 0 to 17-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS � �� C S••�'.9l� for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3938 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. s where a rectangle 3 6-0 tall by 2-0 0 wide 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all area411 Z _ •; will fit between the bottom chord and any other members. ` _ ATE 7)Refer to girder(s)for truss to truss connections. i 8)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i��•••�. capacity of bearing surface. ,�� ` O R`O 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 326 Ib uplift at joint 10 and 347 Ib uplift �� is•• •••••••' •� �� at joint s. �0 N A` 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 June 19,2015 0 WARNING.verity des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.02/16/2015 BEFORE USE. ^ Design valid for use only with Mitek connectors.This design Is based only upon parameters shown.and Is for an IndMduxll twiding component. Applicability of design parameters and(roper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek' Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construcibn Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the buliding designer.For general gutidance regarding 6904 Parke East Blvd. fatxicatlon,quality control,storage.delivery,erection and bracIng consult ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component Tampa,FL 33610 Safety information avalabie from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. s p , rU6S rUS6 ype ty y Grider Const./McGorrin MH/JK 77170634 J140a48 G05 Root Special 1 1 Job Reference o tional 7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:30:23 2015 Page 1 Manning Building Supplies,Jacksonville,FL ID:Nx2jG_M4EZGROODAwkOBFbz7iFL-kFuH_96c9y1OR21xl6kGm1 PCE2TZZCBYvz6Hdiz4mUE 3-11-0 7-10-0 11-11-0 16-0-0 17-9-8 3-11-0 3-11-0 4-1.0 4 1 0 1 9 8 4x4= 3x6= Scale=1:43.8 5 6 5.00 12 3x8% 16 4 1.5x4 11 4x10= 4x4= IN 1 2 m l 1 9 13 3x4 II 10 6x6= m 3x5 N 11 ro 1.5X4 11 8 jm O 3x8 4.00 Ft2 3x12 M18SHS= 12 5x5= 0 8 3-11-0 7-10-0 9-1-8 16-0-0 17-9-8 0- -8 3-8_g 3-11-0 13-8 6-10-8 1-9-8 Plate Offsets X,Y- :0-8-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.17 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.34 8-9 >616 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.24 7 n/a n/a Weight:126 Ib FT=20% BCDL 10.0 Code FBC20101TP12007 (Matrix-M) LUMBER- BRACING TOP CHORD Structural wood sheathing directly appli TOP CHORD 2x4 SP No.2 ed or 3 5-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-11 or;bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=700/0-4-0,7=700/Mechanical Max Horz 12=404(LC 9) Max Uplift 12=-369(LC 8),7=-337(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-2346/1482,3-15=-2346/1482,3-4=-2503/1579,4-16=-302/213,5-16=-283/225, 5-6=-279/237,7-13=-733/445,6-13=-733/445 BOT CHORD 11-12=-1063/1239,10-11=-1059/1226,9-10=-2082/2761,8-9=-781/978 WEBS 3-10=-1 035/658,4-9=-1467/2072,4-8=-964/760,2-12=-1222/682,2-10=-939/1552, 6-8=-472/715 NOTES- 1)Unbalanced roof live loads have been considered for this design. ♦�� I/ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45f;L=24ft;eave=oft Cat. , _�p� CJ A 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 16-0-0,Exterior(2) `,�� P` '• 16-0-0 to 17-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS :��O�• • GE 1V S,F••,9A�� for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 11�� 3)Provide adequate drainage to prevent water ponding. : 3938 -* 4)All plates are MT20 plates unless otherwise indicated. = * 1t 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. '•`� 7)Refer to girder(s)for truss to truss connections. �'�a ATE •:40� 8)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. � 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 369 Ib uplift at joint 12 and 337 Ib uplift O��S. p R at joint 7. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. '11111111110" ,1 ;1;"��, FL Cert. 6634 June 19,2015 0 WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIP7473 rev.02/16/2015 BEFORE USE. ' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual budding component. a Applicability of design parameters and proper incorporation of component Is responsibility of brdldkig designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek' i j erector. Additional permanent bracing of the overall structure Is the responsibility of the budding designer.For general guidance regarding 6904 Parke East Blvd. fabrication,quality control,storage.deltvery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component Tampa,rL 33610 Safety inform available from Trm Plate Institute.781 N.Lee Street Suite 312.Alexandria.VA 22314. Jobr fuss fuss ype `y_ y y Grider Const./McGorrin MH/JK 77170635 J140448 G07 Root Special 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:31:02 2015 Page 1 1 D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-5mkOAUb4zxC Ud2nR4owPsFXLjnn_coH HtY3rUXz4mtd 4-6-12 9-0-4 9-1-8 13-2-0 17-2-4 17-9-8 4-6-12 4-5-8 01-4 4-0-8 4-0-4 -7-4 4x7= Scale=1:46.9 5.00 12 5 3x4 13 4 1.5x4 11 4x10= 4x4= 1 2 m 12 n rn n � I 8 5x8= d> 9 7 N 1.5x4 11 5x5 Z ,o 11 joi 6 10 4.005-2 5x12= 4x4 012r8 4-6-12 9-1-8 13-2-0 17-9-8 0- -8 4-4-4 4-6-12 4-0-8 4-7-8 Plate Offsets(X,Y)-- [5:0-5-4,0-2-01,[6:0-8-8,0-0-31,[8:0-2-12,0-3-4] (10:0-1-4 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.19 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.33 8 >634 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.26 11 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:125 lb FT=20! LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=703/0-4-0,11=674/Mechanical Max Horz 10=325(LC 12) Max Uplift 10=-347(LC 8),11=-364(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2384/1310,3-4=-676/249,5-6=-330/584 BOT CHORD 9-10=-792/963,8-9=-789/951,7-8=1576/2516,6-7=-3861627 WEBS 3-8=-2100/727,37/1340 10=-1232/613,2-8=-776/1544,4-7=-334/673,4-6=-911/568, `` tt��PS A. ��`, NOTES- .r�\'�•\C E N S Ce'9,��i 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. •�r✓ 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 17-4-4 zone;cantilever 3938 left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widei ATE 44/` will fit between the bottom chord and any other members. ••• 5)Refer to girder(s)for truss to truss connections. ��c�•'�� Q P'•��, 6)Bearing at joints)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �i,�ss• R 1•••-`�?`�� capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 347 Ib uplift at joint 10 and 364 Ib uplift at joint 11. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 June 19,2015 j&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUOEO M?EK REFERA NCE PAGE M11.7473 rev.02/16,2015 BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary tracing to Insure stability during construction Is the responsibility of the erector. Additlonal permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 0I rusS Truss Type ty Ply Grider Const./McGorrin MH/JK T7170636 J140448 G08 Root Special i 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:31:03 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7i F L-ZylONgbikFKLECMdeW SeOT3VIAAJ LGLR5CpOOzz4mtc 4-7-109-1-8 10-2-8 16-0-0 17-9-8 4-7-10 4-5-14 1-1-0 5-9-8 1-9-8 5x5= 3x4 11 Scale=1:43.8 5.00 F12 5 8 1.5x4 II 15 1.5x4 11 3x8= 5x5= 1 2 3 ri 13 4 N_ T d 9 I LB 12 3u4 II 5x8= ! i m 8 � N 10 3x4 1.5x4 11 7 ao IT - o 4.00 12 5x12= 11 5X5= 9-3-4 2 4-7-10 6-11-12 9 1 W-2-8 12-7-10 16-0-0 17-9-8 28 4-52 4-4-2 0- 1 2-52 0-1-12 0-11-4 Plate Offsets(X Y)-- f7:0-8-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.10 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.16 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.14 7 n/a TVa BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:124 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11=700/0-4-0,7=700/Mechanical Max Horz 11=400(LC 9) Max Uplift 11=-418(LC 8),7=-372(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-1742/1176,3-14=-1742/1176,3-4=-1742/1176,4-15=-721/335,5-15=-654/344 BOT CHORD 10-11=977/1137,9-10=975/1125,8-9=-1303/1653,7-8=-278/332 WEBS 2-11=-1 1041613,2-9=-666/1048,5-7=-761/681,5-8=-536/814,4-8=-1312/1070, 4-9=-592!733 NOTES- 1)Unbalanced roof live loads have been considered for this design. mph;TCDL--4.2psf; 2)11;Exp DSEncl.,CE 1G pl I0.18;MWFRS(directional)and C-C1Exterior(2)0 12 to 3 1-112,Interior(l)3-1-12 o516 0-0,Exterior(2)eft;cat. ,`0111%J1111111111111. '', 16-0-0 to 17-7-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS �%Q\V, •......... for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,��.•,•��C E N S�•.qi1_�i� 3)Provide adequate drainage to prevent water ponding. [� s 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : 3938 tall by 2-0-0 wide 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 * •• will fit between the bottom chord and any other members. r�_ r 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 418 Ib uplift at joint 11 and 372 Ib uplift at joint 7. �� ,[•� P �` 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �i3O�` • 'C 0 R��• �� .,ass IO N A1-� `��• FL Cert. 6634 June 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 111II.7473 rev.02/162015 BEFORE USE. Design valid for use oNy with Mitek connectors.This design Is based only upon paameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of bullding designer-not truss designer.Bracing shown 1 is for lateral support of Incilvidual web members only. Additional temporary bracing to insure stability during construction Is the responslblility of the M1Tek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria-VA 22314. Tampa,FL 33610 oTruss Truss Type City Ply Grider Const./McGoain MH/JK 77170637 J 140448 G09 Root Special i 1 'Job Reference(optional) Manning Building Supplies,Jacksonville,FL Run:7.620 s Apr 15 2015 Print:7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:31:05 2015 Page 1 1 D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-VLQ90 W dzGsa2U W W OIwU6Tu9sa_tppC_kZW IV5sz4mta 5-4-0 9-1-8 12-2-8 14-0-0 i 17-9-8 5-4-0 3-9-8 3-1-0 1-9-8 3-9-8 3x4 11 Scale=1:41.0 5x5= 3x4 11 5.0071-2 5x5= 3x4= 1.5x4 I I 4x7= 6 15 16 7 2x4 11 2 3 4 1 14 N N O 1b 10 13 Sx8= m 9 m it 3x4 z 3x4% B Im 0 4.00 F12 5x12= 12 5x5= 9-3-4 0,2 5-4-0 8-11-12 9,1 12-2-8 14-0-0 17-9-8 0-2 5-1-8 3-7-12 0-i- 2-11-4 1-9-8 3-9-8 0-1-12 Plate Offsets(X Y)-- 15:0-5-4,0-2-01,[8:0-8-8,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.07 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.10 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.08 8 n/a rl/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:131 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, BOT CHORD 2x4 SP No.2 except end vertials. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=700/0-4-0,8=700/Mechanical Max Horz 12=350(LC 9) Max Uplift 12=-407(LC 8),8=-439(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-707/556,3-14=-707/556,3-4=-1 193/890,4-5=-1 193/890,5-6=-847/497 BOT CHORD 11-12=543/550,10-11=-851/990,9-10=-699/875,8-9=-457/555 WEBS 5-9=-815/688,6-8=-787/656,6-9=-620/887,5-10=-627/715,2-12=-700/438, 2-11=-423!742,3-11=-592/419,3-10=-417/605 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=oft Cat. to 17-0-0 zone;cantilever er eft and rightderxposed l;)and C-C end vertical left and)right expo ed C-C for member 4-6-8 and forces MW FIRS for 0 ♦♦�. Pg A. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ O\`r` .•...... •. e9 2)Provide adequate drainage to prevent water ponding. `♦ �. \CEN$•• �j 3)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. � .'• �' _F•%11�y�. 4)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 3Vr .-Z!Z- at will tit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 407 Ib uplift at joint 12 and 439 Ib uplift AT joint 8. i 0 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� O R ,Q P•'��`� FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII.7473 rev.0211612015 BEFORE USE. Design valid for use only with MIIek connectors.This design is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not tnlss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general gui icince regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job fuss fuss I ype Qty j, y Grider Const./McGorrin MH/JK T7170638 J140448 G10 Haff Hip 1 i Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MTek Industries,Inc. Fri Jun 19 09:32:31 2015 Page 1 ID:Nx2jG_M4EZGROODAWkOBFbz7lFL-_tdfrwfvOHQroj5Xn_1 HyOjZmfE6zAeOKu726tz4msE 1-4-0 5-3-10 9-1-8 12-11-6 17-9-8 1-4-0 3-11-10 3-9-14 3-9-14 4-10-2 5.00 12 3x5= Scale=1:37.1 5x5= 3x4= 1.5x4 I 3x4= 3x4 11 2x4 11 2 3 4 135 14 6 i 1 I �I �I N v rb t` 12 5x8= m 10 8 N 3x4 3x4 I 0 4.00 F12 11 3x12 M18SHS= 5x5= 0 2 8 1-4-0 5-3-10 9-1-8 9- 4 12-11-6 17-9-8 0 2-8 1-1-8 3-11-10 3-9-14 0- -12 3-8-2 4-10-2 Plate Offsets(X,Y)-- [7:0-8-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.07 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.09 9 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.08 7 rVa n/a BCDL 10.0 Code FBC2010/fP12007 (Matrix-M) Weight:122 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 11=700/0-4-0,7=700/Mechanical Max Horz 11=301(LC 9) Max Uplift 11=-419(LC 8),7=-461(LC 9) FORCES. (lb)-Max.Qomp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=719/553,3-4=-1232/886,4-13=1232/886,5-13=-1232/886,5-14=-675/413, 6-14=-675/413,7-12=-659/490,6-12=-659/490 BOT CHORD 10-11=-441/479,9-10=-765/949,8-9=-593/770 WEBS 3-10=-607/439,3-9=-464/628,2-11=-697/456,2-10=-445/768,5-9=-596/752, 5-8=-659/578,6-8=-609/853 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f;eave=4ft;Cat.11;Exp left and D right exposed;end erti aR eftdandtFightlexpose CEC for members and forces&MW FRS for reactions shown;zone;cantilever ,♦♦O PS A. DOL=1.60 plate grip DOL=1.60 ,�♦ �,.��G E N,3 97.•�� 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 3938 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide = will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. F� 8)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 0.�. ATE capacity of bearing surface. T 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 419 Ib uplift at joint 11 and 461 Ib uplift ��• < p R at joint 7. isS'••......• �?♦% 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � O N A'; ♦�� FL Cert. 6634 June 19,2015 Q WARNING-Veritydesign parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE mit-7473 rev.0211612015 BEFORE USE. settes Design valid for use only with MfTek connectors.This design is based only upon parameters shown,and is tot an IndlAdual building component. V Applicability of design parameters and proper Incorporation of component is responsibility of building desk,Iner-not truss designer.Braclr�shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job russ I rusS I ype Qty Ply Glider Const./McGorrin MH/JK 77170639 J140448 Gil Root Special 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL - 7.620 s Apr 30 2015 MTek Industries,Inc. Thu Jun 18 10:04:33 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7i F L-Ti7VmzJgi P4l uGxYz6Rt7JusN3?HdQczfnMr4Lz55UC 4-7-10 9-1-8 13-7-6 17-9-8 4-7-10 4-5-14 4-5-14 4-2-2 Scale=1:33.7 3x4= 3x4= 3x4= 1.5x4 II 3x4= 3x4 1 12 2 13 3 14 4 15 5 1 N 8 5xB= or N 9 7 3x4 Io 4.00 12 6 3x12 M18SHS= 10 3x6= 0 2 8 4-7-10 9-1-8 9- -4 13-7-6 17-9-8 0-2-8 4-5-2 4-5-14 0- -12 4-4-2 4-2-2 Plate Offsets(X Y)-- f 6-0-8-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.13 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.18 8 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.14 6 n/a n1a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight:108 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=700/0-4-0,6=700/Mechanical Max Horz 10=-255(LC 10) Max Uplift 10=-449(LC 8),6=-449(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-664/40511-12=-792/56812-12=-792/568,2-13=-1849/1272,3-13=-1849/1272, 3-14=-1849/1272,4-14=-1849/1272,4-15=-731/439,5-15=-731/439,6-11=-668/474, 5-11=-668/474 BOT CHORD 9-10=-334/340,8-9=-754/976,7-8=-585/779 WEBS 1-9=-537195312-9=-703/477,2-8=-812/1133,4-8=-901/1199,4-7=-709/581, 5-7=-625/920 NOTES- II/1111111/III 1)11;Exp DSEncl.,CE 1G pi 0.18;MWFRS(diirnd gust)recctonal)and C-C1Exterior(2D0-1-1P to 3C-112,Interior(l)3511-12 o517 7-12fz zone;cantilever ,`, PS A. I left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber ,`� ��G E N S'�•''��i DOL=1.60 plate grip DOL=1.60 ' Y/ 2)Provide adequate drainage to prevent water ponding. .• 3938 3)All plates are MT20 plates unless otherwise indicated. * ; 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � t- 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. — '(� 6)Refer to girder(s)for truss to truss connections. ATE .' 7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. .0„ ;oo,\• Q � % 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 449 Ib uplift at joint 10 and 449 Ib uplift i� 0 R �� at joint 6. s•••••••••••••\ , 9)"Semi-rigid pitchbreaks with fixed heels”Member end fixity model was used in the analysis and design of this truss. FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.0211512015 BEFORE USE. Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown ;� Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbllllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MIlei' fabrication,cl allty control,storage,delivery.erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job russ Truss Type City Ply Grider Const./MoGorrin MH/JK T7170640 J140448 G12 ROOF Special 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 Ml Industries,Inc. Thu Jun 18 10:04:23 2015 Page 1 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-mnXjgYBY2LgjhkAdN?FXjCT9h1 XhHtW ULDxKkwz55UM 41 -8 8-1-8 10-1-8 14-0-8 17-9-8 _ 4-2-8 3-11-0 2-0-0 3-11-0 3-9-0 Scale=1:32.4 3x4= 4x4= 3x4= 1.5x4 11 4x4= 4x10= 1 14 2 15 3 4 16 5 17 6 ur N 10 9 5x5= 5x12= m M 3x4 3x4 13 Im 4.00 F12 7 0 3x12 M18SHS= 12 2x4 11 OT2,8 4-2-8 8-1-8 10-1-8 14-0-8 17-9-8 0 2 8 4-0-0 3-11-0 2-0-0 3-11-0 3-9-0 Plate Offsets(X Y)-- [7:0-8-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.21 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.33 9-10 >637 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.23 13 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:105 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=703/0-4-0,13=674/Mechanical Max Horz 12=-164(LC 10) Max Uplift 12=-426(LC 8),13=-413(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=671/418,1-14=-942/592,2-14=-942/592,2-15=-2537/1548,3-15=-2537/1548, 3-4=-2534/1552,4-16=-2515/1535,5-16=-2515/1535,5-17=-874/535,6-17=-874/535 BOT CHORD 10-11=-625/997,9-10=-1566/2553,8-9=-566/926 WEBS 1-11=-629/1093,2-11=-778/535,2-10=-1037/1667,5-9=-1045/1715,5-8=-765/545, 6-8=-607/993 NOTES- 1)11;Exp DS Encl.,CE lGCpiul0.18;MWFRS(directional)and C-C)Vasc1=1 1Exterior(2)0--12 to B1-112,Interior(l)3-1t-12 o517 4-4 zfo;ne;cantilever t `,,``,,,PS left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber O� •.•••• �e DOL=1.60 plate grip DOL=1.60 �% �. •••�G E N,3 •' '4 '� 2)Provide adequate drainage to prevent water ponding. :• - ••'+�y�r 3)All plates are MT20 plates unless otherwise indicated. 3938 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 6)Refer to girder(s)for truss to truss connections. -� PIX 44/ 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify TE •• capacity of bearing surface. -.0 % -% 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 Ib uplift at joint 12 and 413 Ib uplift ��T�.'C4 O R \.'D.. • P••��,� at joint 13. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,��J`sS ••••••• Q /�//1O N A� FL Cert. 6634 June 19,2015 Q WARNING-Vedfy dill parameters and READ NOTES ON THIS AND INCLUDED Ml REFERANCE PAGE Mal rev.02/1612015 BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.&acirrt7 sbtawn ;y is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the resporsibililty of Ttrr: erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding MiTek^ fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI l Quality Crlteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Fill Institute,781 N.Lee Sheet,Suite 312.Alexandrla,VA 22314. Tampa,FL 33610 o , fuss Truss Type aty Ply Grider Const./McGorrin MH/JK '. 77170641 J140448 G13 Root Special Girder 1 i Job Reference(optional) Manning Building Supplies,Jacksonville,FL T620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:33:16 2015 Page 1 ID:Nx2jG_M4EzGR00DAwk0BFbz7iFL-AYrglJC7P65The1 BwxKgHW49koRUOPLOh0XxBmz4mrX 32-8 6-1-8 9-1-8 12-1-8 14-9-12 17-9-8 3-2-8 2-11-0 3-0-0 3-0-0 2-8-4 2-11-12 Scale=1:31.1 NAILED NAILED NAILED NAILED NAILED NAILED 3x4= 1.5x4 II 3x4= 3x10= 4x10= 3x8= WO_ NAILED NAILED NAILED 1 16 2 17 3 18 4 19 `' 20 6 21 7 d N a q 12 24 11 25 10 26 c4 23 5x8 M18SHS= 3x8= 7x10 MT20HS= m 13 NAILED NAILED NAILED NAILED NAILED 9 4x4 15 IT NAILED NAILED 27 8 IT 22 NAILED NAILED 4.00 12 3x8= 14 3x8= 0 6-1-8 9-1-8 12-1-8 14-9-12 17-9-8 0.2-8 3-0.0 2-11-0 3-0-0 3-0.0 2-8.4 2-11-12 Plate Offsets(X Y)-- [2:0-3-8 0-1-8] [6:0-3-8 0-1-8] [8:0-4-8 0-0-3] [12:0-4-4 0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.48 11 >442 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.77 11 >273 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.48 15 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:99 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc puffins, BOT CHORD 2x4 SP No.2*Except* except end verticals. 10-12:2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 3-9-5 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14=1332/0-4-0,15=1313/Mechanical Max Horz 14=-128(LC 6) Max Uplift 14=-783(LC 4),15=-782(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-1258f753,1_16=-1770/1040,2-16=-1770/1040,2-17=-5051/2983,3-17=-5051/2983, 3-18=-5635/3340,4-18=-5635/3340,4-19=-5635/3340,5-19=-5635/3340, 5-20=-4907/2921,6-20=-4907/2921,6-21=-1757/1046,7-21=-1757/1046 BOT CHORD 13-23=-1092/1859,12-23=-1089/1863,12-24=-3032/5121,11-24=-3032/5121, 11-25=-2974/4985,10-25=-2974/4985,10-26=-1096/1847,9-26=-1099/1847 WEBS 3-12=-495/349,5-10=-557/380,1-13=-1 225/2089,2-13=-1605/1012,2-12=-2059/3476, 3-11=327/546,4-11=-295/254,5-11=-391/690,7-9=-1155/1944,6-9=-1601/1010, 6-10=-2006/3369 NOTES- ` �PS• �1. 'q� ,�� 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24f;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever lett and right exposed;end vertical left and right exposed;Lumber ,�� .•.•�\C E N`SF••q�i,� DOL=1.60 plate grip DOL=1.60 •• y 3938 2)Provide adequate drainage to prevent water ponding. ; 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. •' ATE �Z 6)Refer to girder(s)for truss to truss connections. 0 ' _ • 7)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .(••• V` , capacity of bearing surface. 0� � 0 R \ % 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 783 Ib uplift at joint 14 and 782 Ib uplift �i�sts •••••• •G•� % at oint 15.mgid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �//�110 N A` 9)"Se 'i ri ; 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). FL Cert. 6634 LOAD CASE(S) Standard June 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.02/152015 BEFORE USE. Design valid for use only with MRek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown ;� Is for lateral support of Individual web members only. AddBbnal temporary bracing to Insure stability during construction is the responsibility of the ei• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding Mll fabrication,quality,control,storage,delivery,erection and bracing,consult ANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 o r muss fuss ype ty y Guider Const./McGorrin MH!JK 77170641 J140448 G13 Rooi Special Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Fri Jun 19 09:33:16 2015 Page 2 I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-AYrglJC7P65Thel BwxKgH W 49koRUOPLOhOXxBmz4mrX LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-60,12-14=-20,10-12=-20,8-10=-20 Concentrated Loads(lb) Vert:13=-9(F)2=-132(F)11=-51(F)4=-90(F)9=-6(F)6=-136(F)16=-70(F)17=-152(F)18=-90(F)19=-90(F)20=-156(F)21=-116(F)22=-66(F)23=11(F)24=-51(F) 25=-51(F)26=14(F)27=-26(F) WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.0211612015 BEFORE USE. Design valid for use orgy with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.&acing shown Iff is for lateral support of in dIvldual web members only. Additional temporary bracing to insure stability during construction Is the responsib lillty of the WOWerector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guiclance regarding fabricallom Quality control,storage,delivery,erection amid bracing,consult ANSI/TP1I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandrla,VA 22314. Tampa.FL 33610 Job Truss 1 Truss Type Qty Ply Guider Const./McGorrin MH!JK T7170642 J140446 J01 �Corner Jack 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:48 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-eDDchN8ECYJe7vjm—px6iMBnidrGXBOULmdcTFz5AYL 1-0-0 1-0-0 5.00 12 Scale:1.5'=1' Refer to MiTek"TOE-NAIL"Detail for connection to 2 supporting carrier truss(typ all applicable jacks on this job) 1 ; _N 0 O Jli N � N O' I� V) O 1 - 4 3 Xi 5x8\\ 0-2-8� 0-2-8 Plate Offsets(X Y)-- (1:Edge,0-0-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 1 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:4 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=19/Mechanical,3=6/Mechanical,1=25/0-4-0 Max Horz 1=28(LC 12) Max Uplift2=-25(LC 12) Max Grav2=19(LC 1),3=13(LC 3),1=25(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;13=4511t;L=24ft;eave=4ft Cat.Il; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 1�1 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 Ib uplift at joint 2. `�� J ' .•CEN'• B �i� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. :��•.��\ _ S'�'.�A/��• _ 3938 r r _ r ATE • .11 11 N A`x\00 11111111 FL Cert. 6634 June 19,2015 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M147473 rev.M6/2015 BEFORE USE. Design valid for use only with Ivi connectors.This design is based only upon parameters shown,and is for an Individual building component. p Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of IndNkdu al web members only. Additional temporary bracing to Iruure stability dating construction Is the resporuibilllty of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSi Building Component 6904 Parke East Blvd. Safety Information avaiable from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandrkt.VA 22314. Tampa,FL 33610 oTruss runs ype ty y Grider Const./McGorrin MH/JK T7170643 J 140448 J02 JACK-OPEN 4 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 10:03:55 2015 Page I ID:wKmV?sdiyyR3Expa5UW?zlz7kgG-bOg7ozr_eklhKQ1 Ek7lzalJRUk5OjJdNvsgrlYz55Uo 3-0-0 3-0-0 Scale=1:12.1 2 5.00 12 i 1 m u� 17 1� 4 3 6x6 3-0-0 300 Plate Offsets(X Y) 11:0-0-11,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=77/Mechanical,3=26/Mechanical,1=111/0-4-0 Max Horz 1=67(LC 12) Max Uplift 2=-70(LC 12),1=24(LC 12) Max Grav 2=77(LC 1),3=53(LC 3),1=111(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.opsf;h=25ft;B=45ft;L=24fh eave=4fh Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `,`` 4)Refer to girder(s)for truss to truss connections. %% PS A• q'��j� 5)Solid blocking is required on both sides of the truss at joint(s),1. O .• •• 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 Ib uplift at joint 2 and 24 Ib uplift at ••. G E N 5�.��A joint 1. : ••�Ey o 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3938 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. •ir • - ATE ;44/ . •, •� . .0�� F•�4 O R FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1=7473 rev.01/16)WIS BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibdlity of the Mitek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding fabrication.quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Rate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK T7170644- J140448 J03 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:18:50 2015 Page 1 I D:wKmV?sd IyyR3Expa5U W?zlz7kgG-bcKM63AUk9ZMM Dt95E_annH4LQVi?4uno46jY8z5AYJ 2-1-1 4-2-3 2-1-1 2-1-1 Scale=1:12.1 2 3.54 5-2 4 NAILED 1 T w NAILED cm 0 5 3 6x8 \\ 0-2-1 Plate Offsets(X Y)-- [1:0-3-9,0-2-131 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 1-3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.02 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:14 lb FT=20% - LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=92/Mechanical,3=31/Mechanical,1=80/0-5-11 Max Horz 1=67(LC 8) Max Uplift2=-78(LC 8),1=-31(LC 8) Max Grav2=92(LC 1),3=61(LC 3),1=80(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTWE d ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; �� -p PSS A Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 •GEN ,9 plate grip DOL=1.60 �� .•��,� S'�.•'..�i 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ; iO 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will : 3938 fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 Ib uplift at joint 2 and 31 Ib uplift at join :fir 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ' `" ATE 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ��•�•� Q, �� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). p R , \ �% LOAD CASE(S) Standard O N AL 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,1-3=-20 Concentrated Loads(lb) FL Cert. 6634 Vert:4=66(B)5=22(B) June 19,2015 k Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Nil-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mffek connectors,this design Is based only upon parameters shown,and Is for an Inch duaI bull ding component. , Applicability of design parameters and proper Incorporation of component is responsibility of building designer not inrss designer.8raclrx3 shown Is for lateral support of Individual web members only. Additlor-"temporary bracing to Insure stability duti g construction is the responsibility of The M1Tek lure is the responsibility of the building designer.For general guidance regarding Addltiorxll permanent bract of the overall sink spo ty n9 9 erector. pe ng fabrication,grrdfty control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parka East Blvd. � Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK 77170645 J140448 J04 Jack-Partial Girder 2 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:18:50 2015 Page i I D:wKmV?sdlyyR3Expa5U W?zlz7kgG-bcKM63AUk9ZMM Dt95E_annH5vOW 4?4uno46jY8z5AYJ 1-11-9 3-11-3 1-11-9 1-11-9 Scale=1:11.8 2 3.54 12 4 NAILED o N 1 N NAILED I 5 3 p6x88 U- 2-12 Plate Offsets(X Y)-- [1:0-3-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=83/Mechanical,3=28/Mechanical,1=72/0-5-11 Max Horz 1=63(LC 21) Max Uplift2=-72(LC 8),1=-28(LC 8) Max Grav2=83(LC 1),3=56(LC 3),1=72(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- cantilever right ��`�`.,•,•`��P,�►SIillAi 1) Alirf ; nfr ` ...... Exp DEncl..,GCpi=O.l8;MWFRS(directoal)tlet and right exposed vertical left and exposed;Lumber O CENli`s plate grip DOL=1.60 .q•��'�,. �i 2)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. . �'"• 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ;• 3938 fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib uplift at joint 2 and 28 Ib uplift at joint- _ :qr= 1. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. O ATE :�� 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. T4%8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �j 0 R ilO P'•• Lumber Increase=1.25 Plate Increase=1.25 ��--'S LOAD CASE(S) Standard N A%- 1)Dead+Roof Live(balanced): 1111111 t Uniform Loads(plf) Vert:1-2=-60,1-3=-20 Concentrated Loads(Ib) FL Cert. 6634 Vert:4=66(F)5=22(F) June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/1672015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper kncorporatlon of component Is responsibility of Lwllding designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsiblllity of The MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility,of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Rate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK 77170646 J140448 J06 Corner Jack 2 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:16:51 2015 Page i I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-3oukKOB6VThD_NSLfxVpK?pGOgshkXBw1 kSH4az5AYl 3-0-0 3-0-0 Scale=1:12.3 2 5012.0 r 6 N m 1 /n N I 4 3 5x8\\ 0 0-2-8 Plate Offsets(X Y)-- (1:Edge 0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide REACTIONS. (Ib/size) 2=78/Mechanical,3=26/Mechanical,1=103/0-4-0 Max Horz 1=67(LC 12) Max Uplift2=-70(LC 12),1=-27(LC 12) Max Grav2=78(LC 1),3=52(LC 3),1=103(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VUIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat.il; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 70 Ib uplift at joint 2 and 27 Ib uplift at joint �� 0� •' GENS•'e'9A'.i 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3938 • - Mir ATE :�4C/ Al ON A` FL Cert. 6637477] June 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 014I1-7473 rev.02/1617015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual l web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the btAding designer.For general guidance regarding Fabrication.quality,control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avalable from Truss Hate Institute,781 N.Lee Street,Stifle 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply77170647 Grider Const./McGorrin MH/JK J140448 J07 'Corner Jack 2 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:51 2015 Page 1 I D:Nx2jG_M4EzG ROODAwkOB Fbz7iFL-3oukKO86VThD_NSLfxVpK?pAhgpnkX8wl ksH4az5AYl 5-0-0 5-0-0 Scale=1:16.5 2 5.00 12 6 N V N (2 N 15 jb 4 3 5x8 \\ HPlate Offsets(X Y) f 1:Edge 0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.02 1-3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.06 1-3 >922 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=138/Mechanical,3=46/Mechanical,1=183/0-4-0 Max Horz 1=108(LC 12) Max Uplift2=-1 19(LC 12),1=-53(LC 12) Max Grav2=138(LC 1),3=92(LC 3),1=183(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=oft Cat.Il; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-4-4 to 3-4-4,Interior(1)3-4-4 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willS A. fit between the bottom chord and any other members. �� P 4)Refer to girder(s)for truss to truss connections. �� G E N '9 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 Ib uplift at joint 2 and 53 Ib uplift at joint:%7��.'�\ S�'•••�r 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3938 ATE 4% FL Cert. 6634 June 19,2015 moor 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIP7473 rev.02115,2015 BEFORE USE. Design valid for use only with Mflek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibfllity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of dine building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss 1 Truss Type Qty Ply Grider Const./McGorrin MH/JK T7170648 J140448 J08 'Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:52 2015 Page 1 I D:NX2jG_M4EzG ROODAwkOBFbz7iFL-X_S7XkBkGmp4bW 1 XDfO2sCMICE7yT_03GObec1 z5AYH 6-0-0 6-0-0 Scale=1:18.5 2 5.00 F12 6 N c6 CV 5 °D N 1 hop 0 4 3 5x8\\ 0 0-2 Plate Offsets(X Y) (1:Edge 0-0-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.05 1-3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.13 1-3 >506 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide REACTIONS. (lb/size) 2=168/Mechanical,3=56/Mechanical,1=223/0-4-0 Max Horz 1=128(LC 12) Max Uplift2=-143(LC 12),1=-66(LC 12) MaxGrav2=168(LC 1),3=112(LC 3),1=223(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=2511 B=45ft L=24ft eave=oft;Cat.ll; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-4-4 to 3-4-4,Interior(1)3-4-4 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `,`�� P`S fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 Ib uplift at joint 2 and 66 Ib uplift at joint;� `�.'�\G E N S�'•9� a. � 1. • 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. :• 3938 •�� it ATE :14/ Al SAO N A,- FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev.02/16/1016 BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibfiilty,of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsiblllty,of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Mate Insttiute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Guider Const.7 McGorrin MH/JK 77170649 J140448 JOBA (Jack-Open i 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:53 2015 Page i I D:Nx2jG_M4EzG ROODAwkOBFbz7iFL-?BOV14CM14xxDgckmMXHPQvaOeU HCReDV2LN8Tz5AYG 2-7-7 2-7-7 5.00 12 Scale=1:17.4 2 � I 2x4 11 1 or N m ru N I� C? 3 Adequate Support Required 3x4= 2-7-7 2-7-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 2 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=96/Mechanical,2=69/Mechanical,3=27/Mechanical Max Horz4=106(LC 12) Max Uplift4=-7(LC 8),2=-76(LC 12),3=-23(LC 12) Max Grav4=96(LC 1),2=70(LC 17),3=47(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft Cat.11; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ``,111111►/��, fit between the bottom chord and any other members. � S A. I,e 4)Refer to girder(s)for truss to truss connections. �� P ��n 5 Provide mechanical connection(by others of truss to bearing late capable of withstanding 71b uplift at joint 4,76 Ib uplift at joint 2 and Q E v,9 23 Ib uplift at joint 3. ��,`�.' �,� N's •'••�i�� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. --- . > • 3938 _. ATE . 441 4.0 O R \.D..Q O N A� 1 FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.0211WO15 BEFORE USE. Design valid for use only with MRek connectors.this design Is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of bu lldkrg designer-not truss designer.Brading shown j Is for lateral support of Irx9viduxli web members only. AddBkxld temporary bracing to Irsuxe stability durttg construction Is line resporslbAlity of line MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the buAding designer.for general guidance regarding fabrication,quality control.storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job russ cuss ype oty : yGrider Const./McGorrin MH/JK 77170650 J140448 J09 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 10:03:17 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-i4Xmpz09b3V4mb7xW 843211tdQ?Pp5xnAyxgQ1z55VO 4-2-9 8-5-1 4-2-9 4-2-9 3 Scale=1:17.8 8 Io 3.54 F12 1.5x4 2 7 m or N N 6 1 IV 9 10 11 5 4 to 3x4= 6x8 \\ 2-1 2-1 Plate Offsets(X,Y)-- (1:Edge,0-2-11j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.18 1-5 >536 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.45 1-5 >209 180 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.01 4 n1a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-4:2x4 SP No.1 D MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (Ib/size) 3=146/Mechanical,4=213/Mechanicai,1=244/0-5-11 Max Harz 1=128(LC 8) Max Uplift 3=-121(LC 8),4=86(LC 8),1=-108(LC 8) Max Grav 3=146(LC 1),4=218(LC 3),1=244(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-457/295,2-6=-422/314 BOTCHORD 1-9=-392/425,9-10=-392/425,10-11=-392/426,5-11=-391/427 WEBS 2-5=-442/406 ,,��--�nn�PS A. q i,,�♦ NOTES- •'CEN C ♦♦♦ 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. �� .'�\ S*:•.'9,� 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 :� 3938 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. :r� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 Ib uplift at joint 3,86 Ib uplift at joint O�•` ATE :�� 4 and 108 Ib uplift at joint 1. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i♦;of •�< O R 10 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ♦i♦♦SS ••..., .• `�?`,� 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ♦ 0 N A; LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) FL Cert. 6634 Vert:1-3=-60,1-4=-20 June 19,2015 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE Ulf-7473 rev.0711612015 BEFORE USE. Design valid for use only with Mflek connectors.This design Is based only upon parameters shown,and Is for an"Actual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty,of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ml Tek' fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandria,VA 22314. Tampa,FL 33610 0 rUSS rUSS ype ty y Guider Const./McGorrin MH!JK T7170650 J140448 J09 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies,Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 10:03:18 2015 Page 2 I D:Nx2jG_M4EzGR00DAwkOBFbz7i FL-AH581 JPnMNexOki74rbl aVH2NgLeYYBwPchNyBz55VN LOAD CASE(S) Standard Concentrated Loads(lb) Vert:6=66(B)7=7(B)8=-53(B)9=22(B)10=2(B)11=-18(B) Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MI17473 rev.0271672015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an IndiNdual building component Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary biockng to insure stability during construcibn Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality,control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate ImMute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 i toss runs ype ty y Grider Const/McGorrin MH/JK 77770651 J140448 J10 Jack-Partial Girder i 1 Job Reference tional Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:18:54 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-TNatyQD_oO3orgBwK42 W xdRkl2hYxstMji4xhvz5AYF 4-1-1 8-2-1 4-1-1 4-1-1 Scale=1:17.8 3 NAILED 8 ao 3.54 12 NAILED 1.5x4 zz 7 2 0 ao N NAILED cmv 6 1 m g 10 11 5 4 NAILED NAILED NAILED r? 0 3x4= 6x8 \\ 2-1 f 2-1 I Plate Offsets(X Y)-- (1:Edge 0-2-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.20 1-5 >467 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.50 1-5 >183 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:32 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. WEBS 2x4 SP No.2 FMiTek recommends that Stabilizers and required cross bracing installed during truss erection,in accordance with Stabilizer tallation guide. REACTIONS. (Ib/size) 3=147/Mechanical,4=203/Mechanical,1=233/0-5-11 Max Horz 1=125(LC 21) Max Uplift3=-123(LC 8),4=-81(LC 8),1=-103(LC 8) Max Grav3=147(LC 1),4=211(LC 3),1=233(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-4311277,2-6=-397/297 BOT CHORD 1-9=-372/400,9-10=-371/400,10-11=-371/400,5-11=-371/402 ``jJ1lll111111/11 WEBS 2-5=-415/385 ,��--nnPS. A. ,q ��♦♦ NOTES- 1) OTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; ♦,` ;' V __F•�•. Yy�,, Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60: 3938 r plate grip DOL=1.60 * ;• •' 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will - fit between the bottom chord and any other members. - •rte 4)Refer to girder(s)for truss to truss connections. ATE .' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 Ib uplift at joint 3,81 Ib uplift at joint 4 0 O . and 103 Ib uplift at joint 1. �i '�•�•A- 4 Q Q.'.\�`,� 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ♦j G R �% 8)In h"NAie LOADdicates CASE(S)lsection,loads)or 2-12d(0.1appl ed o thefae of hetoe-nails.For more truss are noted as ontl(F)oils fer to rr back(B�k's ST-TOENAIL Detail. ♦♦js�0 N A\- LOAD `LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 FL Cert. 6634 June 19,2015 Continued on a e 2 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M11-7473 rev.0211WO15 BEFORE USE. Design valid for use only with Mflek connectors.lois design Is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.&acting shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllty of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding j fabrication,quality control.storage,delivery.erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandrfa.VA 22314. Tampa,FL 33610 Job I fuss Truss Type oty Ply Grider Const./McGorrin MH I JK 77170651 J140448 J10 Jack-Partial Girder t t Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:54 2015 Page 2 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-TNatyQD_oO3orgBwK42W xdRkl2hYxstMji4xhvz5AYF LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-60,1-4=-20 Concentrated Loads(Ib) Vert:6=66(F)7=7(F)8=-53(F)9=22(F)10=2(F)11=-1B(F) Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Milek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of brdldktg designer-not Truss designer.Bracing shown Iff is for lateral support of Incilvkdual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallab4e from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty Ply Grider Const./McGorrin MH/JK T7170652 J140448 Jt t I��Corner Jack 2 1 Job Reference tional Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:55 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-xZ8FgmEdZhBfS_m6unZl Ur_z6RE6gL7 W yMgU DLz5AYE 2-0-0 2-0-0 Scale=1:10.2 5.00 12 3 2 a 0 1 0 4 0 N O 3x4 4.0012 5x5 11 2-__ 0-2-8 Plate Offsets(X Y)-- f t:0-1-15 0-3-61 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 3=52/Mechanical,4=28/Mechanical,1=80/0-4-0 Max Horz 1=40(LC 12) Max Uplift3=-42(LC 12),4=-12(LC 12),1=-15(LC 12) Max Grav3=52(LC 1),4=29(LC 3),1=80(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `,``'� fit between the bottom chord and any other members. � p,S A q Ifo, 4 Refer to girder(s)for truss to truss connections. g a joint(s)( ) P 9 9 9 9 9 9 fY capacity ``�� • G 5 Bearing at 1 considers parallel to rain value using ANSIlTPI 1 angle to rain formula. Building designer should veri ca acit E N,9 of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 ib uplift at joint 3,12 Ib uplift at joint 4 '• �••�'.Yr '° and 15 Ib uplift at joint 1. 3938 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. rte. .�: � ATE .� • i FL Cert. 6637747�] June 19,2015 WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M/1-7473 rev.021182015 BEFORE USE. Design valid for use only with M[Tek connectors.This design is based only upon parameters shown,and Is for an indlvidual bullalng component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability drahg construction Is the resporslbNlity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandrk-j.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK 77170653 J140448 J12 Corner Jack 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:55 2015 Page 1 I D:Nx2jG_M4EzG ROODAwkOBFbz7iFL-xZBF9mEdZhBfS_m6unZIUr_wsRBW gL7WyMgU DLz5AYE 4-0-0 4-0-0 Scale=1:14.4 3 5.00F1_2 11 v 3x4% ry 2 m 6 1 0 4.00 12 5x5 1 H2- Plate Offsets(X Y) [1:0-1-15 0-3-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.02 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=97/Mechanical,4=44/Mechanical,1=174/0-4-0 Max Horz 1=80(LC 12) Max Uplift3=-79(LC 12),4=-9(LC 12),1=-47(LC 12) Max Grav3=97(LC 1),4=60(LC 3),1=174(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. titI 11 1 111, 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� S A, /�� fit between the bottom chord and any other members. ,�� -A P` ••••'4�B 4)Refer to girder(s)for truss to truss connections. �`v.•' 5)Bearing at joint(s)1 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verity capacity :%N.�.r•.'�\C E S�.•••q� of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3,9 Ib uplift at joint 4 ant 3938 47 Ib uplift at joint 1. *; 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _ Mx AT E QF ` FL Cert. 6634 June 19,2015 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERA NCE PAGE hill-7473 rev.02115/2015 BEFORE USE. Design valkd for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component. Applk:abYity,of design parameters and proper Incorporation of component Is responsibility of building designer-not teas designer.Bracing shown NE Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consrdt ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK T7170654 J140448 J13 Jack-Open 7 i Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:56 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-PmidN6EFJ?J W 48KJSV5_12XOyrS7PoNfBOZ11oz5AYD 6-0-0 6-0-0 Scale=1:18.5 3 5.00 12 Ido Id 12 3x4 2 17 co N O 1 4.00 FIT 4x7 11 0 0-2 Plate Offsets(X Y)-- f 1:0-3-7 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.10 4-9 >748 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.13 4-9 >552 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=150/Mechanical,4=71/Mechanical,1=254/0-4-0 Max Horz 1=121(LC 12) Max Uplift3=-119(LC 12),4=-13(LC 12),1=-73(LC 12) Max Grav3=150(LC 1),4=99(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=oft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,,{{({{{��I 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,`tt CJ A. fit between the bottom chord and any other members. ,�'• '\A`P'........ 4)Refer to girder(s)for truss to truss connections. `� 0 G /� '• �' 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity :� 'V\ E S�:'•q�1� of bearing surface. • [� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 Ib uplift at joint 3,13 Ib uplift at joint 4 4 3938 •�� and 73 Ib uplift at joint 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Mir Z AT ' •� . .00 rod pP•'�� ORS. •� �� .�%% FL Cert. 6634 June 19,2015 Q WARNING-verify design parameters and READ NOTES ON THISAND INCLUDED MrrEK REFERANCE PAGE MII.7473 rev.02(16,2015 BEFORE USE. Design valid for use only with Mflek connectors.This design Is based only upon parameters shown,and is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responslb4lfty of t*AIdIng designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllfty of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,781 N.Lee Street,Suite 312.Afexandrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK 77170655 J140448 J14 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 Is Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:57 2015 Page 1 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-uyFOaSFt4JRMilvV?CcDZG3ANFp_8FApPgJbHEz5AYC a-0-14 6-" _ 4-0-14 1-11-2 Scale=1:18.5 4 T 5.00 12 1.5x4 3 SIN 14 3x4 2 � 13 ao N 1 6 1 5x5= 5 .n 4.00 12 4x7 11 0-2 4-0-14 6-" 0 2- 3-10-6 1-11-2 Plate Offsets(X Y) f 1:0-3-7 Edgel LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.16 6 >446 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.19 6 >383 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP Nat BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP 112-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=203/Mechanical,5=19/Mechanical,1=254/0-4-0 Max Horz 1=121(LC 12) Max Uplift4=-137(LC 12),1=-73(LC 12) Max Grav4=203(LC 1),5=37(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.11; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. X11111 ti/� 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ``�� S A. ,Ilf fit between the bottom chord and any other members. -A P` 4)Refer to girder(s)for truss to truss connections. �� C E NS 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity `��`�•'�� of bearing surface. .4— MA 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint 4 and 73 Ib uplift at joirLPVE 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _. � .,ISS N Ail- FL i � FL Cert. 6634 June 19,2015 Q WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MO-7473 rev.017182015 BEFORE USE. Design vaikd for use only with MIIek connectors.This design is based only upon parameters shown,and Is for an individual building component. A Appliccbllty of design parameters and proper Incorporaflon of comparrenT K responslbllity of brdldkxJ designer-not truss designer.Bracing shown is for lateral support of individual web members only. Addfikxtal temporary bracing to Insure stafAlty during construction is the responslbillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the iwllding designer.For general guidance regarding fabrication,qudlty control.storage,delivery,erection and bracing.consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avda ble from Truss Hate institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314, Tanya,FL 33610 Job Truss Truss Type Oty Ply 7Grderonst/McGorrin MH/JK nnosssJ140448 J15 ..Jack-Open 1 erence o tional Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:57 2015 Page 1 I D:Nx2j G_M4EzGR00DAwk0BFbz7iFL-uyFOaSFt4J RMilvV?CcDZG383FtP8FBpPgJbHEz5AYC 2-0-14 6-0-0 p-0.14 3-11-2 Scale=1:19.2 3 5.00 12 1 13 2 N m 12 <o N 1 i 5 axg 4 5x5 I 4.00 12 -2- 2-0-14 6-0-0 3-11-2 Plate Offsets(X Y) (1:0-0-13 0-3-21 (5:0-4-0 0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.18 5 >391 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.20 5 >361 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.07 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-4-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 3=183/Mechanical,4=39/Mechanical,1=254/0-4-0 Max Horz 1=121(LG 12) Max Uplift3=-143(LC 12),1=-73(LC 12) Max Grav3=183(LC 1),4=77(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-382/438,2-12=-374/440 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=2411;eave=oft;Cat.Il; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`�� CJ 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will P. q I, fit between the bottom chord and any other members. ��%0 . G E N S•• '9 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity�`� ',•�\ �••�'.Y�"� of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 Ib uplift at joint 3 and 73 Ib uplift at joi0 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. min ATE FL Cert. 6634 June 19,2015 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.01/16720}5 BEFORE USE. m Design valid for use only with MTTek connectors.This design is based only upon parameters shown,and Is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsNnlltty of twlldir>g designer-not truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsit-Ality,of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Imittute.781 N.Lee Street,Suite 312.MexanKdrlo.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply �Grider �/McGorrinMH!JK J140448 J16 'Jack-Open 1 l Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:18:56 2015 Page 1 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-MBpOooGVrcZDJRUhZv7S6TclEfCStiHyeK28ggz5AYB 6-0-0 1-4-8 4-7-8 Scale=1:19.2 3 i 5.00 12 12 N O N � 2 cu 1 CD N 'O 5 8x8 i 4 5x5 Il 4.00 12 2 1-0 8 6-" -2 1-2-0 4-7-8 Plate Offsets X Y-- [1:0-0-13,0-3-61,[5:0-4-0,0- LOADING 1:0-0-13 0-3-6 5:0-4-0 0-LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.13 5 >538 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.13 5 >549 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.08 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:221b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 1-6-15 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 3=176/Mechanical,4=46/Mechanical,1=254/0-4-0 Max Horz 1=121(ILC 12) Max Uplift3=-145(LC 12),1=-73(LC 12) Max Grav3=176(LC 1),4=91(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-344/413 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `x/1111111/j�I 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,�0-*P.•• •• q�n ,�, fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. •••\C E S'•• ,�� 5 Bearingat joints 1 considers parallel to rain value using ANSI/TPI 1 angle to rain formula. Building designer should verify capacity ••• \� — �•••:Y� r 1 O P 9 9 9 9 � 3938 of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 Ib uplift at joint 3 and 73 Ib uplift at joiL4 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Mir - -Q� AT v 00 .00 .,��s.tpRf,O•��`,�. FL Cert. 6634 June 19,2015 0 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mflek connectors.This design k based only upon parameters shown,and Is for an individual bullchng component. Applicability of design parameters and proper Incorporation of component is respons"Ilty of building designer-not truss designer.Bracing Shawn Is for lateral support of Individual web members only. AddBkxlal temporary bracing to Insure stability during construction is the responsitAlity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avc4able from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Griller Const./McGorrin MH/JK 77170658 J140448 J17 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:59 2015 Page 1 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-gLNm?7H7cwh4xb3u7deheh9VZ3Vlcge5t_oiM7z5AYA 3-4-8 6-0-0 3-4-8 2-7-8 Scale=1:18.5 4 T I 5.00 12 1.5x4 3 a 14 N N 3x4':'- 2 2 13 N 1 6 ao 5x5 o 4x7 11 4.00 F12 0-2 3-4-8 6-0-0 0 2- 3-2-0 2-7-8 Plate Offsets X Y-- 1:0-3-7 Ed e LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.20 6 >356 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.23 6 >308 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.08 5 n/a rVa BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=196/Mechanical,5=26/Mechanical,1=254/0-4-0 Max Horz 1=121(LC 12) Max Uplift4=-139(LC 12),1=-73(LC 12) Max Grav4=196(LC 1),5=51(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. , ��\V` E 4)Refer to girder(s)for truss to truss connections. S+ 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity ��` ��G �`�•,9/�� of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 Ib uplift at joint 4 and 73 Ib uplift at joir�F* 3938 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = ir ATE • i '*;i S/O N M- �� FL Cert. 6634 June 19,2015 Q WARNING.Veritydeafgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.021152015 BEFORE USE. Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an Individual balding component. Applicability of design parameters and proper Incorporation of component is responsibility of txtiiding designer-not truss designer.Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability duiing construction is the responsibility of the, MiTek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,cludity,control,storage,delivery,erection and tracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Sleet Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss I Truss Type Qty rlyGrider Const./McGorrin MH/JK 77170659 J140446 J18 (Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:18:59 2015 Page i I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-gLNm?7H7cwh4xb3u7dehehgYT3Tlc9k5t_oiM7z5AYA 5-4-8 6-0-0 5-4-8 0-7-8 Scale=1:19.2 1.5x4 II 4 3 5.00 12 N 7 14 3x4 i 2 (Q 136 ap 5 N 5x5= m 1 'o 4.00 F12 4x7 $ 5-0-8 6-0-0 ti-Q-22-1 5-2-0 I 0-7 Plate Offsets(X,Y)-- (1:0-3-7,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.10 6-11 >742 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.12 6-11 >589 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:24 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=216/Mechanical,5=6/Mechanical,1=254/0-4-0 Max Horz 1=121(LC 12) Max Uplift4=-133(LC 12),1=-73(LC 12) Max Grav4=216(LC 1),5=11(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ��C)\V ........ 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity ,%N .r•.•�,\C E N S ••-9A_�� of bearing surface. — •. r 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 Ib uplift at joint 4 and 73 Ib uplift at joint3938 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. — Z . .• ATE :�� T�•.c� O R 1 O P 441 ��N Al.�?C?��• rrnin�� FL Cert. 6634 June 19,2015 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.0211612015 BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual"cling component, Applicability of design parameters and proper incorporation of component Is responsibility of building designer-riot truss designer.Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 JobTruss Truss Type Qty Ply J140448 J19 Jack-Open 1 1 Grider Const./McGorrin MH/JK T7170660 I� Job Reference(optional) Manning Building Supplies. Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:19:00 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-IXx6DTIIN EpxZle4hK9wBuhisSp5LczF6dXFuzz5AY9 5-0-0 6-0-0 5-0-0 Scale=1:18.6 4 1.50 II 3 5.00 F12 v 14 3x4 2 13 6 5x5= 5 0 1 T 4.0012 4X7 ',I 0-2 5-0-0 6-0-0 0 2. 4-9-8 1-0-0 Plate Offsets X Y- 1:0-3-7 Ed e LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.11 6-11 >677 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.13 6-11 >552 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.05 4 n/a n/a BCDL 10.0 Code FBC2010/TPI20O7 (Matrix-M) Weight:24 1b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=212/Mechanical,5=9/Mechanical,1=254/0-4-0 Max Horz 1=121(LC 12) Max Uplift4=-134(LC 12),1=-73(LC 12) Max Grav4=212(LC 1),5=19(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �{{111► 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��,````,PS A fit between the bottom chord and any other members. -p 4)Refer to girder(s)for truss to truss connections. Or GE�1S''e,9 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity �`�•'�� `�•�•�� of bearing surface. • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 Ib uplift at joint 4 and 73 Ib uplift at joirj:* 3938 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = • :fir A E ,•�� T • �O N AII FL Cert. 66374:7] June 19,2015 WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M/F7473 rev.02/1612015 BEFORE USE. Design valid for use only with Mflek connectors.This design Is based only upon parameters shown,and Is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of!wilding designer-not truss designer.Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek" erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP1I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK 77170661 J140448 J20 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc.Thu Jun 18 04:19:01 2015 Page 1 ID:Nx2jG_M4EzGR00DAwk0BFbz7iFL-mjVWQpINBXxoAvDGE2g9k6EpdsC0436OKHHoQ?z5AY8 3-0-0 6-0-0 3-0-0 3-0-0 Scale=1:18.5 4 I 5.00 12 1.5x4 II 3 a e 3x4% N 2 m 13 N 1 y 6 6 5x5= 5 0, 0 4x7 II 4.00 12 0-2 3-0-0 6-0-0 0 2- 2-9-8 3-0-0 Plate Offsets(X Y)-- f 1:0-3-7 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.21 6 >341 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.24 6 >298 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:24 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=192/Mechanical,5=29/Mechanical,1=254/0-4-0 Max Horz 1=121(LC 12) Max Uplift4=-140(LC 12),1=-73(LC 12) Max Grav4=192(LC 1),5=59(LC 3),1=254(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-1-12,Interior(1)3-1-12 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will %,`` S A. III, fit between the bottom chord and any other members. ♦�♦ P ASB� 4)Refer to girder(s)for truss to truss connections. ♦ d . 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity :��` �C E N SC;,••'9A f of bearing surface. . Y 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 Ib uplift at joint 4 and 73 Ib uplift at joirt* 3938 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. _.. ATE •� i � SAO N A`��,,♦ Ilrrrrrl�ri�� FL Cert. 6634 June 19,2015 WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/1&2015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an IndlNdual building component. ` Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.&acing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is line responsibAlity of the MiTek' erector. Addition"permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Grider Const./McGorrin MH/JK T7170662. J140448 J21 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville.FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:19:01 2015 Page 1 ID:Nx2jG_M4EzGR00DAwkOBFbz7iFL-mjVWQplN8XxoAvDGE2g9k6EwGsA142XOKHHoQ?z5AY8 1-0-0 3-0-0 6-0-0 1-0-0 2-0-0 3-0-0 Scale=1:18.5 i 4 I 5.00 F12 1.5x4 9 3 3x4 �. 2 m 8 N 1 1.5x4 11 o I 0 8x12= 6 5 4.00 F12 1.5x4 11 0-2 1-0-o 3-0-0 6-0-0 0-2 0-9-8 2-0-0 3-0-0 Plate Offsets(X,Y)-- (1:0-8-7,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.08 6 >774 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.12 6 >530 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.02 5 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:28 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=130/Mechanical,5=86/Mechanical,1=242/0-4-0 Max Horz 1=112(LC 12) Max Uplift4=-85(LC 12),5=-25(LC 12),1=-52(LC 12) Max Grav4=130(LC 1),5=99(LC 3),1=242(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=oft;Cat.II; Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-9-10 to 3-9-10,Interior(1)3-9-10 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� P.S fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. Q� •' ••• • v �i 5)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity :��•.'��C E N,3 F•.-9� of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 85 Ib uplift at joint 4,25 Ib uplift at joint 5 3938 and 52 Ib uplift at joint 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. •r .'.`� ATE :• Al r 5 iffilliO N A`E�� FL Cert. 6634 June 19,2015 Q WARNING-Verity d"Itin parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component. App0cabllty,of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Indtvklual web members only. Additional temporary bracing to Insure stability during consfrucibn Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general gukiance regarding MiTek' fabrication quality control,storage,dellvery,erection and bracing,consult ANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314, Tanga,FL 33610 Job Truss Truss Type Qty Ply Girder Const./McGorrin MH/JK T7170663 J140448 J22 Jack-Partial Girder i 1 Job Reference o tioIt Manning Building Supplies, Jacksonville.FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:19:02 2015 Page i I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-Ew3vd9JOvr3fo3oSolBOGJn4wGXvpT?YZxOMzRz5AY7 4-2-9 8-5-1 4-2-9 4-2-9 Scale=1:18.1 4 Io 3.5471-2 NAILED 15 4x4 5 3 NAILED 6 Ci 3x4% 14 m 2 ar 17 4x4= w NAILED 1 7 i 1.5x4 II 16 NAILED 2.83 F12 5x5 I' _P_1 4-2-9 8-5-1 _P_1 3-11-12 4-2-9 Plate Offsets X Y- 1:0-1-10 0-6-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/dPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.11 6-7 >946 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 5 Na Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:37 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=133/Mechanical,5=190/Mechanical,1=340/0-5-11 Max Horz 1=120(LC 8) Max Uplift4=-97(LC 8),5=-91(LC 8),1=-145(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-819/444,3-14=-817/453 BOT CHORD 1-8=-5301803,1-16=-5131774,7-16=-515/784,7-17=-519/786,6-17=-521/800 WEBS 3-6=-771/504 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45tt;L=24ft;eave=4fh Cat.11; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 \\\I V I 1111111 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,``% P`SA q 3)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,% ••.... �e fit between the bottom chord and any other members. `��.�,•'�GENS'• 1 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)1 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verity capacity �•'• �� '�� 3938 of bearing surface. .• •: t joint 5 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 Ib uplift at joint 4,91 Ib uplift a and 145 Ib uplift at joint 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ,�.a • AT 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). A\% A, O R LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 is•••�" ��% ' Uniform Loads(plf) �� I SAO N A�-�\�0 Vert:1-4=-60,5-8=-20 ��Illl Concentrated Loads(lb) Vert:14=33(6)15=-12(B)16=1(B)17=-15(B) FL Cert. 6634 June 19,2015 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE GAGE HH-7473 rev.02116M15 BEFORE USE. Design valki for use only with Mitek connectors.This design is based only upon parameters shown,and Is for on individual 13LACling component. AppllcabYlty of design parameters anti proper Incorporation of component K resporWbillty of Lxdldiny designer-not buss designer.&achy shown h for lateral support of IndNidttal web members only. Addttkxal temporary bracing to Irsure sfabAfiy during consfrucibn Is the responslbillity of the MiTek erector. AddiTbrwl permanent bracing of the overall structure Is The responsibility of the twllding designer.for general 9�e regarding 6904 Parke East Blvd. fabdcatfon,grxNtty conhol,storage,delNery,erection arxi brachg,consult ANSI/TPII 6uallty Criferio,DSB-89 and BCSI Buildl Component Safety Information avdlable from Truss Plate InsllTufe.781 N.Lee Sheer,Sutte 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Q�pyzply Girder Const./McGorrin MH/JK77170664 J140448 J23 '�Jack-Partial Girder 11 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 7.620 s Apr 30 2015 MiTek Industries,Inc. Thu Jun 18 04:19:03 2015 Page 1 I D:Nx2jG_M4EzGR00DAwkOBFbz7iFL-i6dHrVKeg9C W Q DNfMTjdpXJ F?gtSYwhhobmvVuz5AY6 4-1-1 8-2-1 4-1-1 4-1-1 Scale=1:17.8 4 3.54 F12 NAILED 15 d 4x4 3 NAILED 3x4 14 6 2 N 17 4X4= t NAILED m 1 7 16 1.5x4 II NAILED 2.83 12 5x5 11 _2-1 4-1-1 8-2-1 _P_1 3-10-4 4-1-1 Plate Offsets X Y-- 11:0-1-10,0-6-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-3-10 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 4=129/Mechanical,5=184/Mechanical,1=330/0-5-11 Max Horz 1=117(LC 21) Max Uplift4=-96(LC 8),5=-88(LC 8),1=-140(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-771/420,3-14=-769/428 BOT CHORD 1-8=-502[755,1-16=-4871728,7-16=-488/739,7-17=-492/741,6-17=-4941753 WEBS 3-6=-726/478 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft B=45ft;L=24ft;eave=oft;Cat.11; Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. ,````�� PSA 3)•This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will O-(� ••........ • e fit between the bottom chord and any other members. \`t 4)Refer to girder(s)for truss to truss connections. .••�G E N S' '9 5 Bearingat joint(s)1 considers parallel to rain value using ANSI/TPI 1 angle to rain formula. Building designer should verify capacity '• �••V8 ** 1 O P 9 9 9 9 3of bearing surface.6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 96 Ib uplift at joint 4,88 Ib uplift atjoint 5 and 140 Ib uplift at joint 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.8)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ._ _. AT 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 O LOAD CASE(S) Standard 1)Dead Uniform Loads Live l(balanced):Lumber Increase=1.25,Plate Increase=1.25 '�'�,,5 Vert:1-4=-60,5-8=-20 Concentrated Loads(lb) Vert:14=33(F)15=-12(F)16=1(F)17=-15(F) FL Cert. 6634 June 19,2015 WARNING_Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MIP7473 rev.0211511015 BEFORE USE. Design valid for use orgy with MITek connectors.This design is based only upon parameters shown,and Is for on IndlAdual budding component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for laTerai support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibllllty,of the MiTek' � erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabdcatlon,quality,control,storage,delivery,erection and bracing,consult ANSI7TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Stifle 312.Alexandria-VA 22314. 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CL (6 6z-H Q� oaQ Q O O —e o An ca3 c 0 m ?F (a (70 Q� o- 30. � � - QQ cc m�QS o Q C N < �N (D 6 ¢6 �Q �� gip_ 700 Q(�D, Oc t (Zi�Q (p -(0 �Q P-QQa Q� CZ ^ £� 33 H W m o o (Dp 0�a z`� 00j DQ v£y o 'o �� 0Qa mH Q O J� QO (uDi a 7(D S?o (DN (Dui U NU —0a 4 NO Q3 �—Q ay � �< 3 _ Q �.0 00 (�p� cid < �� (D 7 00 06� < Q Q. �.� cD.O ID N �Q a QQ NO aO p' �0 O0 Q O� QQ —Q' Q3 O £ y Q mQ H� o £. o o �m �CL QQ P-o �o °� Q N° � � D ✓ m y Q 0 7 y (D (D Q o 0 (D 0 o (D m o H 0 0 3 (� m °� 'm 3 o° O £ b0 60 O O0 Q Q O �.� �� 0- (D NO N � Z �Q c(D -6 0 N H0 6(U O �, £Q N � 0 60 3 (D E- O (D 3 .y. m N CITY OF ATLANTIC BEACH Building Department s) 800 Seminole Road t Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # / S'- Property Address: :5 C-C/e-11 lqJ,�- Applicant: Cry Project: 171-? A— ' rK This permit application has been: 0. Approved Reviewed and the following items need attention: r�vl ES SCI c S1r It ay se Co-i-14? e- c �c_s2he �. e,�oCuen '� Jt Please re-submit your application when these items have been completed. Reviewed By: 191 Date: -7-13-15— r Manual S Compliance Report Job: wrightsoft, Date: 6/19/15 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:eds.iax@gmail.comi Project • i For: McGurrin House 659 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 92.1°F Sensible gain: 28085 Btuh Entering coil DB: 74.0°F Outdoor design WB: 77.6°F Latent gain: 3486 Btuh Entering coil WB: 61.7°F Indoor design DB: 74.0°F Total gain: 31570 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036G1+TAM7AOC36H31 Actual airflow: 1200 cfm Sensible capacity: 26120 Btuh 93%of load Latent capacity: 7440 Btuh 213%of load Total capacity: 33560 Btuh 106%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 38.6'F Heat loss: 26422 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036G1+TAM7AOC36H31 Actual airflow: 1200 cfm Output capacity: 34600 Btuh 131%of load Capacity balance: 32 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: 7.7 kW 100%of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Jul-16 14:18:53 11 wrightSOft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 j4CCA ...McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W Manual S Compliance Report Job. + wrightsoft Date: 6/19/15 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.jax@gmail.comi Project • • For: McGurrin House 659 Beach Ave,Atlantic Beach, FL Cooling • i Design Conditions Outdoor design DB: 92.1°F Sensible gain: 34301 Btuh Entering coil DB: 74.0°F Outdoor design WB: 77.6°F Latent gain: 3294 Btuh Entering coil WB: 61.7°F Indoor design DB: 74.0°F Total gain: 37595 Btuh Indoor RH: 50% Estimated airflow: 1417 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5042G1+TAM7AOC42H31 Actual airflow: 1417 cfm Sensible capacity: 31910 Btuh 93%of load Latent capacity: 7960 Btuh 242%of load Total capacity: 39870 Btuh 106%of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 38.6'F Heat loss: 23227 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5042G1+TAM7AOC42H31 Actual airflow: 1417 cfm Output capacity: 39000 Btuh 168%of load Capacity balance: 24 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1417 cfm Output capacity: 5.7 kW 84%of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Jul-16 14:18:53 Wr>IghtSOft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 2 .ACCP, ...McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W Manual S Compliance Report Job: wrightsoft Date: 6/19/15 Entire House By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.iax@gmail.corn Project • • • For: McGurrin Cottage 659 Beach Ave,Atlantic Beach, FL Cooling • i Design Conditions Outdoor design DB: 94.5'F Sensible gain: 25990 Btuh Entering coil DB: 74.0'F Outdoor design WB: 77.5'F Latent gain: 4100 Btuh Entering coil WB: 61.7'F Indoor design DB: 74.0'F Total gain: 30090 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036G1+TAM7AOC36H31 Actual airflow: 1200 cfm Sensible capacity: 26120 Btuh 100%of load Latent capacity: 7440 Btuh 181%of load Total capacity: 33560 Btuh 112%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 38.6°F Heat loss: 23884 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036G1+TAM7AOC36H31 Actual airflow: 1200 cfm Output capacity: 34600 Btuh 145%of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: 5.7 kW 81%of load Temp. rise: 35 'F The above equipment was selected in accordance with ACCA Manual S. 2015-Jul-16 14:21:19 Wrlght:Soft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 AJCP+ ...C,McGurrin Cottage,659 Beach Ave,Atl Bch.rup Calc=MJ8 Building Front faces: W Manual S Compliance Report Job: wrightsoft Date: 6/19/15 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:eds.iax@gmaii.corn Project Information For: McGurrin House 659 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 92.1'F Sensible gain: 28085 Btuh Entering coil DB: 74.0'F Outdoor design WB: 77.6'F Latent gain: 3486 Btuh Entering coil WB: 61.7°F Indoor design DB: 74.0°F Total gain: 31570 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036G1+TAM7AOC36H31 Actual airflow: 1200 cfm Sensible capacity: 26120 Btuh 93%of load Latent capacity: 7440 Btuh 213%of load Total capacity: 33560 Btuh 106%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 38.6°F Heat loss: 26422 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036G1+TAM7AOC36H31 Actual airflow: 1200 cfm Output capacity: 34600 Btuh 131%of load Capacity balance: 32 'F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: 7.7 kW 100%of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Jul-16 14:18:53 wrlghtSOft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 ACCK ...McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W � t Manual S Compliance Report Job: wrightsoft° Date: 6/19/15 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:eds.iax@gmail.com Project For: McGurrin House 659 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 92.1'F Sensible gain: 34301 Btuh Entering coil DB: 74.O'F Outdoor design WB: 77.6°F Latent gain: 3294 Btuh Entering coil WB: 61.7°F Indoor design DB: 74.0'F Total gain: 37595 Btuh Indoor RH: 50% Estimated airflow: 1417 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5042G1+TAM7AOC42H31 Actual airflow: 1417 cfm Sensible capacity: 31910 Btuh 93%of load Latent capacity: 7960 Btuh 242%of load Total capacity: 39870 Btuh 106%of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 38.6°F Heat loss: 23227 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5042G1+TAM7AOC42H31 Actual airflow: 1417 cfm Output capacity: 39000 Btuh 168%of load Capacity balance: 24 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1417 cfm Output capacity: 5.7 kW 84%of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. 2015-Jul-1614:18:53 WrlghtSOft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 2 ACCP, ...McGurrin Residence,659 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W f ` Y Manual S Compliance Report Job. wrightsoft Date: 6/19/15 Entire House By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:eds.iax@gmail.corre Project • • For: McGurrin Cottage 659 Beach Ave, Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.5'F Sensible gain: 25990 Btuh Entering coil DB: 74.0'F Outdoor design WB: 77.5°F Latent gain: 4100 Btuh Entering coil WB: 61.7°F Indoor design DB: 74.0'F Total gain: 30090 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036G1+TAM7AOC36H31 Actual airflow: 1200 cfm Sensible capacity: 26120 Btuh 100%of load Latent capacity: 7440 Btuh 181%of load Total capacity: 33560 Btuh 112%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 38.6'F Heat loss: 23884 Btuh Entering coil DB: 70.0'F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036G1+TAM7AOC36H31 Actual airflow: 1200 cfm Output capacity: 34600 Btuh 145%of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: 5.7 kW 81%of load Temp. rise: 35 'F The above equipment was selected in accordance with ACCA Manual S. 2015-Jul-16 14:21:19 wrlght:soft. Right-Suite@ Universal 2015 15.0.00 RSU17457 Page 1 ...C,McGurrin Cottage,659 Beach Ave,Ad Bch.rup Calc=MJ8 Building Front faces: W r ' ��p5QQ0�ECilON RICK SC017 FLORIDA DEPARTMENT OF GOVERNOR. ENVIRONMENTAL PROTECTION CARLOS L PEZ-CANTSRA j' BOB MARTINEZ CENTER LT.GOVERNOR FLORIDA y 2600 BLAIRSTONE ROAD,Mail Station 3522 TALLAHASSEE, FLORIDA 32399-2400 HERSCHEL T.VINYARD JR. SECRETARY November 6,2014 Joseph J. McGurrin c/o Kevin Partel, President Coastal Consulting and Restoration 4230 Myrtle Street St. Augustine, Florida 32084 Dear Mr. Partel: Notice to Proceed Issued Permit Number: DU466 Permittee Name: Joseph J.McGurrin Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection, enclosed is the permit. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1 and 2. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. The forms for the reports: 1(q) Periodic Progress Report (DEP Form 73-111), 1(r) Foundation Location Certification (DEP Form 73-114B), and 1(s) Final Certification (DEP Form 73-115B) are available by clicking on the following link http://www.dep.state.fl.us/beaches/forms.htm#CCCL. Each form may be submitted electronically. The periodic reports are due in the office on a monthly basis. No progress reports are required until such time as construction activities have started. The permit will expire on November 5, 2017. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than three years. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. ti Kevin Partel,President November 6,2014 Page Two The authorized work is strictly limited to that described on the enclosed permit. If you have any questions pertaining to this permit,please contact me by mail at the letterhead address (add Mail Station 3522),by telephone at(850)245-7681, or by email at valerie ionesAdgp.state.fl.us. Sincerely, Valerie Jones,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management VJ/dw Enclosures cc: Permit Information Center Trey Hatch/Michael Savage,Field Inspector Atlantic Beach,Building Official Joseph J. McGurrin,Property Owner IviI�Iv-dep.stale.fl.as NOTE: THIS AUTHORIZATION STATE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IS DIFFERENT FROM THE n�`q ^" Division of Water Resource Management ORIGINAL REQUEST. SEE .:_ Coastal Construction Control Line Program 2600 Blair Stone Road Mail Station 3522 SPECIAL PERMIT CONDITIONS. /FLOR A 1 Tallahassee,Florida 32399-2400 (850)245-8336 PERMIT NUMBER: DU-466 PERMITTEE: Joseph J. McGurrin c/o Kevin Partel,President Coastal Consulting and Restoration,P.A. 4230 Myrtle Street St. Augustine,Florida 32084 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on August 8, 2014, and was determined to be complete pursuant to rule on August 8,2014. The proposed project is to be located landward of the 30-year erosion projection and landward of other existing and Department permitted major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005, Florida Administrative Code. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below,pursuant to Section 161.053(4),Florida Statutes. EXPIRATION DATE: November 5,2017 LOCATION: Between approximately 47 feet and 97 feet south of the Department of Environmental Protection's reference monument R-50, in Duval County. Project address: 659 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Two-Story, Single-Family Dwelling 1. Location relative to control line (seaward pile): A maximum of 159.6 feet seaward (including the seaward covered porches). 2. Exterior dimensions (foundation): A maximum of 100.7 feet in the shore-normal direction(including the seaward covered porches)by a maximum of 34.5 feet in the shore-parallel direction. 3. Type of foundation: Concrete piles. PERMITTEE: Joseph J. McGurrin PERMIT NUMBER: DU-466 PAGE 2 4. Finished floor elevation: +18.33 feet(NAVD). Swimming Pool 1. Location relative to control line: A maximum of 129.9 feet seaward. 2. Exterior dimensions: 77.5 feet in the shore-normal direction by a maximum of 15.2 feet in the shore- parallel direction. 3. Type of foundation: Concrete pool shell on piles. 4. Deck elevation of swimming pool: +17.8 feet(NAVD). 5. Bottom elevation of swimming pool: +11.6 feet(NAVD). 6. Maximum depth of swimming pool: 5 feet. 7. Height of pool deck above existing grade: Approximately 2.3 feet. Two-Story Cottage/Garage 1. Location relative to control line(seaward pile): A maximum of 35.6 feet seaward. 2. Exterior dimensions (foundation): 66 feet in the shore-normal direction by a maximum of 24 feet in the shore-parallel direction. 3. Type of foundation: Concrete piles. 4. Finished floor elevation: +17.23 feet(NAVD). Excavation/Fill 1. Total volume of excavation: Approximately 141 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. See Special Permit Condition 6. 2. Location of excavation: From approximately 0 feet to 130 feet seaward of the control line, for foundation installation and the swimming pool. 3. Maximum depth of excavation: To approximate elevation +11.6 feet (NAVD), for the swimming pool; a maximum of approximately 3.9 feet below existing grade. 4. Volume of fill to be placed: Approximately 268 cubic yards. Volume of net fill: Approximately 127 cubic yards. See Special Permit Condition 7. 5. Location of fill to be placed: From approximately 0 feet to 176.1 feet seaward of the control line, beneath the authorized structures and immediately seaward of the dwelling. PERMITTEE: Joseph J. McGurrin PERMIT NUMBER: DU-466 PAGE 3 Other Structures/Activities 1. Demolition and removal of the existing dwelling, landward garage and second residence, concrete driveways and walkways, brick patios, wood fencing, and the concrete walkway and patio near the seawall. See Special Permit Condition 3. 2. Sand-set brick paver walkways on the north, south and east sides of the main dwelling,and stairs and a concrete landing on the east side of the dwelling are to be located a maximum of 166.6 feet seaward of the control line. 3. Two sets of access steps and concrete pads for HVAC units on the north side of the main dwelling are to be located a maximum of approximately 157.6 feet seaward of the control line. 4. A 4-foot wide concrete walkway is to extend seaward of the main dwelling to the seawall, a maximum of 222.3 feet seaward of the control line. 5. Six-foot high concrete block masonry privacy walls are to be located along the north, south and west sides of the property to approximately 159.6 feet seaward of the control line, and will not exceed the seaward distance of the main dwelling. Four-foot high concrete block masonry walls are to be located along the north and south property lines seaward of the 6-foot sections and will extend to the seawall,a maximum of approximately 222.3 feet seaward of the control line. See Special Permit Condition 4. 6. Concrete and brick driveways, concrete walkways, brick walkways, and a concrete terrace are to be located landward of the main dwelling. 7. Drainage improvements including pipes beneath the paver walkways and side yard swales. 8. Landscape plantings. See Special Permit Condition 5. 9. Exterior lighting for the two dwellings and the swimming pool. See Special Permit Condition 8. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at (904) 655-1765 or trey.hatch(iWemstate.fl.us to schedule a conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing native vegetation and dune features located on the site. PERMITTEE: Joseph J.McGurrin PERMIT NUMBER: DU-466 PAGE 4 3. All rubble, debris, wood, bricks, and damaged or broken concrete on the site resulting from this demolition and construction shall be removed and relocated to landward of the coastal construction control line. 4. Concrete block masonry walls and footers shall be jointed or weakened in some fashion so as to breakaway into segments measuring a maximum of 8 linear feet. 5. All plantings shall conform to the approved landscape plan. Plantings shall not include invasive nuisance plant species such as listed in the Florida Exotic Pest Plant Council's 2013 List of Invasive Species,Categories I and II. (A copy of this list is available on the Internet at www.fleppc.org.) 6. All material excavated seaward of the coastal construction control line shall be maintained on site seaward of the coastal construction control line. 7. All imported fill material shall be obtained from a source landward of the control line. All fill material placed seaward of the control line shall consist of sand that is similar to the native sand of the placement site in both coloration and grain size and be free of construction debris, metal, vegetation, organic soils,rocks,clay,or other foreign matter. 8. All lighting shall be shielded, installed and maintained as depicted in the approved lighting schematic and cut sheets. No additional exterior lighting and no landscape lighting are authorized. Approved plans are incorporated into this permit by reference. Done and ordered this 5th day of November,2014, in Tallahassee,Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED,on this date,pursuant to S120.52 Department of Environmental Protection Florida Statutes,with the designated Department Clerk,receipt of which is hereby acknowledged. Weaver_D aµat")JA� 11/05/2014 Fritz W stein,Environmental Consultant Deputy Clerk Date Coastal Construction Control Line Program Division of Water Resource Management NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57, Florida Statutes,before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action,the hearing process may result in a modification of the agency action or even denial of the application. PERMITTEE: Joseph J. McGurrin PERMIT NUMBER: DU-466 PAGE 5 Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing)under sections 120.569 and 120.57, Florida Statutes. Pursuant to rule 28- 106.201, Florida Administrative Code, a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any,which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged,including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed(received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3),Florida Administrative Code,petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3), Florida Statutes, must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3), Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice,regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57, Florida Statutes, or to intervene in this proceeding and participate as a parry to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205,Florida Administrative Code. PERMITTEE: Joseph J. McGurrin PERMIT NUMBER: DU-466 PAGE 6 Extension of Time Under rule 62-110.106(4), Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to section 120.68, Florida Statutes, by filing a Notice of Appeal pursuant to rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Newspaper Publication The Agency will not publish or require the person requesting a permit to publish in a newspaper a notice of receipt of the permit application or notice of Agency action granting or denying the permit. Persons receiving a permit are advised that interested parties who become aware of Agency action approving or denying the permit, or who observe work on the project within certain time frames without any prior notice, may have rights to petition for an administrative hearing under Chapter 120,Florida Statutes. For this reason, it may be in the best interest of the person proposing the activity to publish, at its expense, a one-time"Notice of Permit Issuance" in a newspaper of general circulation in the county where the activity is located meeting the requirements of Chapter 50, Florida Statutes. Agency staff can provide persons with the information for such a notice upon request. Persons who are substantially affected by the proposed action may petition for an administrative hearing within the time frames specified in the notice and Chapter 120,Florida Statutes. Florida Department of Environmental Protection(DEP) Division of Water Resource Management �pA01E010X Bureau of Beaches and Coastal Systems 3900 Commonwealth Boulevard,Mail Station 300 Tallahassee,Florida 32399-3000 (850)488-7708 FLOR'"" 1 General Permit Conditions Rule 6213-33.0155,Florida Administrative Code 1 The following general permit conditions shall apply,unless waived by the Department or modified by the permit: a) The permittee shall cavy out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit.Deviations therefrom,without written approval from the Department,shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7),F.S.,and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work,or both.No other construction or activities shall be conducted.No modifications to project size,location,or structural design are authorized without prior written approval from the Department.A copy of the notice to proceed shall be conspicuously displayed at the project site.Approved plans shall be made available for inspection by a Department representative. b) The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. c) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. d) The permittee shall hold and save the State of Florida,the Department,and its officers and employees harmless from any damage, no matter how occasioned and no matter what the amount,to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. e) The permittee shall allow the Department to use all records,notes,monitoring data,and other information relating to construction or any activity under the permit, which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. f) Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures,such as temporary fencing,designated access roads,adjustment of construction sequence,or other requirements,shall be provided by the permittee at the direction of the Department.Temporary construction fencing shall not be sited within marine turtle nesting habitats. g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit. Before the project is considered complete,any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. h) All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris,rocks, clay, or other foreign matter; shall be obtained from a source landward of the coastal construction control line;and shall be free of coarse gravel or cobbles. i) If surplus sand fill results from any approved excavation seaward of the control line,such material shall be distributed seaward of the control line on the site,as directed by the Department,unless otherwise specifically authorized by the permit. j) Any native salt-tolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of the Department, with other native salt-tolerant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the Department,all plants installed in beach and coastal areas—whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise—shall be of species indigenous to Florida beaches and dunes, such as sea oats,sea grape,saw palmetto,panic grass,saltmeadow hay cordgrass,seashore saltgrass,and railroad vine,and grown from stock indigenous to the region in which the project is located. k) All topographic restoration and revegetation work is subject to approval by the Department, and the status of restoration shall be reported as part of the final certification of the actual work performed. 1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin,Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. m) If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. General Permit Conditions(June 13,2004) Page 1 n) All windows and glass doors visible from any point on the beach must be tinted to a transmittance value(light transmission from inside to outside)of 45%or less through the use of tinted glass or window film. o) The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred. An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form,agreeing to comply with all terms and conditions of the permit,and return both copies to the Bureau.The transfer request shall be provided on the form entitled "Permit Transfer Agreement"—DEP Form 73-103(Revised 1/04),which is hereby adopted and incorporated by reference.No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department.A copy of the transfer agreement shall be displayed on the construction site along with the permit. An expired permit shall not be transferred. p) The permittee shall immediately inform the Bureau of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. q) For permits involving major structures or activities,the permittee shall submit to the Bureau periodic progress reports on a monthly basis beginning at the start of construction and continuing until all work has been completed. If a permit involves either new armoring or major reconstruction of existing armoring,the reports shall be certified by an engineer licensed in the State of Florida. The permittee or engineer, as appropriate, shall certify that as of the date of each report all construction has been performed in compliance with the plans and project description approved as a part of the permit and with all conditions of the permit,or shall specify any deviation from the plans, project description, or conditions of the permit. The report shall also state the percent of completion of the project and each major individual component.The reports shall be provided to the Bureau using the form entitled "Periodic Progress Report"—DEP Form 73-111 (Revised 6/04),which is hereby adopted and incorporated by reference.Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. r) For permits involving habitable major structures,all construction on the permitted structure shall stop when the foundation pilings have been installed.At that time the foundation location form shall be submitted to and accepted by the Bureau prior to proceeding with further vertical construction above the foundation. The form shall be signed by a professional surveyor,licensed pursuant to Chapter 472, F.S., and shall be based upon such surveys performed in accordance with Chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line.The information shall be provided to the Bureau using the form entitled"Foundation Location Certification"—DEP Form 73-114B(Revised 9/05),which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven(7)working days after staff receipt of the form.All survey information upon which the form is based shall be made available to the Bureau upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. s) For permits involving major structures,the permittee shall provide the Bureau with a report by an engineer or architect licensed in the State of Florida within thirty(30)days following completion of the work.The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans,project description, or permit conditions, and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(1)(a), F.A.C. If none of the permitted work is performed, the permittee shall inform the Bureau in writing no later than 30 days following expiration of the permit.The report shall be provided on the form entitled "Final Certification" DEP Form 73-115B (Revised 9/05), which is hereby adopted and incorporated by reference. t) Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location, or structural design shall be authorized by the Department in accordance with Rule 6213-33.013,F.A.C. 2 The permittee shall not commence any excavation,construction,or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or,if established,the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease,license,easement,or other form of consent authorizing the proposed use. 3 The permittee shall obtain any applicable licenses or permits required by Federal,state,county,or municipal law. 4 This permit does not authorize trespass onto other property. 5 In the event of a conflict between a general permit condition and a special permit condition,the special permit condition shall prevail. 6 Copies of any forms referenced above can be obtained by writing to the Department of Environmental Protection,Bureau of Beaches and Coastal Systems,3900 Commonwealth Boulevard,Mail Station 300,Tallahassee,Florida 32399-3000,or by telephoning(850)488- 7708. General Permit Conditions(June 13,2004) Page 2 �`p�p�p�E{1i0N RICK SCO-F1' o FLORIDA DEPARTMENT OF GOVERNOR l ENVIRONMENTAL PROTECTION CARLOS L,OPFZ-C'ANTFRA BOB MARTINEZ CENTER I..T.GOVERNOR a FLORIUK 2600 BLAIRSTONE ROAD,Mail Station 3522 TALLAHASSEE, FLORIDA 32399-2400 HERSCHEL T.VINYARD JR. SECRETARY November 6, 2014 Joseph J. McGurrin c/o Kevin Partel, President Coastal Consulting and Restoration 4230 Myrtle Street St. Augustine, Florida 32084 Dear Mr. Partel: Notice to Proceed Issued Permit Number: DU-466 Permittee Name: Joseph J.McGurrin Your request for a permit pursuant to Section 161.053,Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection, enclosed is the permit. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1 and 2. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. The forms for the reports: 1(q) Periodic Progress Report (DEP Form 73-111), 1(r) Foundation Location Certification (DEP Form 73-11413), and 1(s) Final Certification (DEP Form 73-115B) are available by clicking on the following link http://www.dep.state.fl.us/beaches/forms.htm#CCCL. Each form may be submitted electronically. The periodic reports are due in the office on a monthly basis. No progress reports are required until such time as construction activities have started. The permit will expire on November 5, 2017. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than three years. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. wiviv.c ep,stateJ!.us a Kevin Partel,President November 6,2014 Page Two The authorized work is strictly limited to that described on the enclosed permit. If you have any questions pertaining to this permit,please contact me by mail at the letterhead address (add Mail Station 3522),by telephone at(850)245-7681, or by email at valerie jones&dep.state.fl.us. Sincerely, i Valerie Jones,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management VJ/dw Enclosures cc: Permit Information Center Trey Hatch/Michael Savage,Field Inspector Atlantic Beach,Building Official Joseph J. McGurrin,Property Owner w�a~�t.drP_stx�te.fl.r1s NOTE: THIS AUTHORIZATION STATE STATE OF FLORIDA an DEPARTMENT OF ENVIRONMENTAL PROTECTION IS DIFFERENT FROM THE �� ^" 4 Division of Water Resource Management ORIGINAL REQUEST. SEEy, Coastal Construction Control Line Program 2600 Blair Stone Road-Mail Station 3522 SPECIAL PERMIT CONDITIONS. if FLOR A .� I Tallahassee,Florida 32399-2400 (850)245-8336 PERMIT NUMBER: DU-466 PERMITTEE: Joseph J. McGurrin c/o Kevin Partel,President Coastal Consulting and Restoration,P.A. 4230 Myrtle Street St. Augustine,Florida 32084 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on August 8, 2014, and was determined to be complete pursuant to rule on August 8,2014. The proposed project is to be located landward of the 30-year erosion projection and landward of other existing and Department permitted major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005,Florida Administrative Code. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below,pursuant to Section 161.053(4),Florida Statutes. EXPIRATION DATE: November 5,2017 LOCATION: Between approximately 47 feet and 97 feet south of the Department of Environmental Protection's reference monument R-50, in Duval County. Project address: 659 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Two-Story, Single-Family Dwelling 1. Location relative to control line (seaward pile): A maximum of 159.6 feet seaward (including the seaward covered porches). 2. Exterior dimensions (foundation): A maximum of 100.7 feet in the shore-normal direction(including the seaward covered porches)by a maximum of 34.5 feet in the shore-parallel direction. 3. Type of foundation: Concrete piles. PERMITTEE: Joseph J.McGurrin PERMIT NUMBER: DU-466 PAGE 2 4. Finished floor elevation: +18.33 feet(NAVD). Swimming Pool 1. Location relative to control line: A maximum of 129.9 feet seaward. 2. Exterior dimensions: 77.5 feet in the shore-normal direction by a maximum of 15.2 feet in the shore- parallel direction. 3. Type of foundation: Concrete pool shell on piles. 4. Deck elevation of swimming pool: +17.8 feet(NAVD). 5. Bottom elevation of swimming pool: +11.6 feet(NAVD). 6. Maximum depth of swimming pool: 5 feet. 7. Height of pool deck above existing grade: Approximately 2.3 feet. Two-Story Cottage/Garage 1. Location relative to control line(seaward pile): A maximum of 35.6 feet seaward. 2. Exterior dimensions (foundation): 66 feet in the shore-normal direction by a maximum of 24 feet in the shore-parallel direction. 3. Type of foundation: Concrete piles. 4. Finished floor elevation: +17.23 feet(NAVD). Excavation/Fill 1. Total volume of excavation: Approximately 141 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. See Special Permit Condition 6. 2. Location of excavation: From approximately 0 feet to 130 feet seaward of the control line, for foundation installation and the swimming pool. 3. Maximum depth of excavation: To approximate elevation +11.6 feet (NAVD), for the swimming pool; a maximum of approximately 3.9 feet below existing grade. 4. Volume of fill to be placed: Approximately 268 cubic yards. Volume of net fill: Approximately 127 cubic yards. See Special Permit Condition 7. 5. Location of fill to be placed: From approximately 0 feet to 176.1 feet seaward of the control line, beneath the authorized structures and immediately seaward of the dwelling. PERMITTEE: Joseph J. McGurrin PERMIT NUMBER: DU-466 PAGE 3 Other Structures/Activities 1. Demolition and removal of the existing dwelling, landward garage and second residence, concrete driveways and walkways, brick patios, wood fencing, and the concrete walkway and patio near the seawall. See Special Permit Condition 3. 2. Sand-set brick paver walkways on the north, south and east sides of the main dwelling, and stairs and a concrete landing on the east side of the dwelling are to be located a maximum of 166.6 feet seaward of the control line. 3. Two sets of access steps and concrete pads for HVAC units on the north side of the main dwelling are to be located a maximum of approximately 157.6 feet seaward of the control line. 4. A 4-foot wide concrete walkway is to extend seaward of the main dwelling to the seawall, a maximum of 222.3 feet seaward of the control line. 5. Six-foot high concrete block masonry privacy walls are to be located along the north, south and west sides of the property to approximately 159.6 feet seaward of the control line, and will not exceed the seaward distance of the main dwelling. Four-foot high concrete block masonry walls are to be located along the north and south property lines seaward of the 6-foot sections and will extend to the seawall,a maximum of approximately 222.3 feet seaward of the control line. See Special Permit Condition 4. 6. Concrete and brick driveways, concrete walkways, brick walkways, and a concrete terrace are to be located landward of the main dwelling. 7. Drainage improvements including pipes beneath the paver walkways and side yard swales. 8. Landscape plantings. See Special Permit Condition 5. 9. Exterior lighting for the two dwellings and the swimming pool. See Special Permit Condition 8. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at (904) 655-1765 or trey.hatch(Wep.state.fl.us to schedule a conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing native vegetation and dune features located on the site. PERMITTEE: Joseph J. McGurrin PERMIT NUMBER: DU-466 PAGE 4 3. All rubble, debris, wood, bricks, and damaged or broken concrete on the site resulting from this demolition and construction shall be removed and relocated to landward of the coastal construction control line. 4. Concrete block masonry walls and footers shall be jointed or weakened in some fashion so as to breakaway into segments measuring a maximum of 8 linear feet. 5. All plantings shall conform to the approved landscape plan. Plantings shall not include invasive nuisance plant species such as listed in the Florida Exotic Pest Plant Council's 2013 List of Invasive Species, Categories I and II. (A copy of this list is available on the Internet at www.fleppc.org.) 6. All material excavated seaward of the coastal construction control line shall be maintained on site seaward of the coastal construction control line. 7. All imported fill material shall be obtained from a source landward of the control line. All fill material placed seaward of the control line shall consist of sand that is similar to the native sand of the placement site in both coloration and grain size and be free of construction debris, metal, vegetation, organic soils, rocks, clay,or other foreign matter. 8. All lighting shall be shielded, installed and maintained as depicted in the approved lighting schematic and cut sheets. No additional exterior lighting and no landscape lighting are authorized. Approved plans are incorporated into this permit by reference. Done and ordered this 5th day of November, 2014, in Tallahassee,Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED,on this date,pursuant to S120.52 Department of Environmental Protection Florida Statutes,with the designatedBI— Department Clerk,receipt of which is hereby acknowledged. Weaver D 11/05/2014 Fritz Wfitstein,Environmental Consultant Deputy Clerk Date Coastal Construction Control Line Program Division of Water Resource Management NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57, Florida Statutes,before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action,the hearing process may result in a modification of the agency action or even denial of the application. PERMITTEE: Joseph J.McGurrin PERMIT NUMBER: DU-466 PAGE 5 Petition for Administrative Heariniz A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing)under sections 120.569 and 120.57, Florida Statutes. Pursuant to rule 28- 106.201, Florida Administrative Code, a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any,which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged,including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed(received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3),Florida Administrative Code,petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3), Florida Statutes, must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3), Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice,regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57, Florida Statutes, or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party)will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205,Florida Administrative Code. PERMITTEE: Joseph J. McGurrin PERMIT NUMBER: DU-466 PAGE 6 Extension of Time Under rule 62-110.106(4), Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to section 120.68,Florida Statutes,by filing a Notice of Appeal pursuant to rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Newspaper Publication The Agency will not publish or require the person requesting a permit to publish in a newspaper a notice of receipt of the pen-nit application or notice of Agency action granting or denying the permit. Persons receiving a permit are advised that interested parties who become aware of Agency action approving or denying the permit, or who observe work on the project within certain time frames without any prior notice, may have rights to petition for an administrative hearing under Chapter 120,Florida Statutes. For this reason, it may be in the best interest of the person proposing the activity to publish, at its expense, a one-time"Notice of Permit Issuance" in a newspaper of general circulation in the county where the activity is located meeting the requirements of Chapter 50, Florida Statutes. Agency staff can provide persons with the information for such a notice upon request. Persons who are substantially affected by the proposed action may petition for an administrative hearing within the time frames specified in the notice and Chapter 120,Florida Statutes. Florida Department of Environmental Protection(DEP) Division of Water Resource Management 1tA'M"'` Bureau of Beaches and Coastal Systems 3900 Commonwealth Boulevard,Mail Station 300 Tallahassee,Florda 32399-3000 (850)488-7708 a FLORivA General Permit Conditions Rule 62B-33.0155,Florida Administrative Code 1 The following general permit conditions shall apply,unless waived by the Department or modified by the permit: a) The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit.Deviations therefrom,without written approval from the Department,shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7),F.S.,and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work,or both.No other construction or activities shall be conducted.No modifications to project size,location,or structural design are authorized without prior written approval from the Department.A copy of the notice to proceed shall be conspicuously displayed at the project site.Approved plans shall be made available for inspection by a Department representative. b) The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. c) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved pians. d) The permittee shall hold and save the State of Florida,the Department,and its officers and employees harmless from any damage, no matter how occasioned and no matter what the amount,to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. e) The permittee shall allow the Department to use all records,notes,monitoring data,and other information relating to construction or any activity under the permit, which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. f) Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures,such as temporary fencing,designated access roads,adjustment of construction sequence,or other requirements,shall be provided by the permittee at the direction of the Department.Temporary construction fencing shall not be sited within marine turtle nesting habitats. g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit. Before the project is considered complete,any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. h) All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris,rocks, clay, or other foreign matter; shall be obtained from a source landward of the coastal construction control line;and shall be free of coarse gravel or cobbles. i) If surplus sand fill results from any approved excavation seaward of the control line,such material shall be distributed seaward of the control line on the site,as directed by the Department,unless otherwise specifically authorized by the permit. j) Any native salt-tolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of the Department, with other native salt-tolerant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the Department,all plants installed in beach and coastal areas—whether to replace vegetation displaced,damaged,or destroyed during construction or otherwise—shall be of species indigenous to Florida beaches and dunes, such as sea oats,sea grape,saw palmetto,panic grass,saltmeadow hay cordgrass,seashore saltgrass,and railroad vine,and grown from stock indigenous to the region in which the project is located. k) All topographic restoration and revegetation work is subject to approval by the Department, and the status of restoration shall be reported as part of the final certification of the actual work performed. 1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 3 L m) If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authorized at anytime during the marine turtle nesting season and no additional permanent exterior lighting is authorized. General Permit Conditions(June 13,2004) Page 1 au= n) All windows and glass doors visible from any point on the beach must be tinted to a transmittance value(light transmission from inside to outside)of 45%or less through the use of tinted glass or window film. o) The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred. An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form,agreeing to comply with all terms and conditions of the permit,and return both copies to the Bureau.The transfer request shall be provided on the form entitled "Permit Transfer Agreement"—DEP Form 73-103(Revised 1/04),which is hereby adopted and incorporated by reference.No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department.A copy of the transfer agreement shall be displayed on the construction site along with the permit. An expired permit shall not be transferred. p) The permittee shall immediately inform the Bureau of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. q) For permits involving major structures or activities,the permittee shall submit to the Bureau periodic progress reports on a monthly basis beginning at the start of construction and continuing until all work has been completed. If a permit involves either new armoring or major reconstruction of existing armoring,the reports shall be certified by an engineer licensed in the State of Florida. The permittee or engineer, as appropriate, shall certify that as of the date of each report all construction has been performed in compliance with the plans and project description approved as a part of the permit and with all conditions of the permit, or shall specify any deviation from the plans, project description, or conditions of the permit. The report shall also state the percent of completion of the project and each major individual component.The reports shall be provided to the Bureau using the form entitled "Periodic Progress Report'—DEP Form 73-111 (Revised 6/04),which is hereby adopted and incorporated by reference.Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. r) For permits involving habitable major structures,all construction on the permitted structure shall stop when the foundation pilings have been installed.At that time the foundation location form shall be submitted to and accepted by the Bureau prior to proceeding with further vertical construction above the foundation.The form shall be signed by a professional surveyor,licensed pursuant to Chapter 472, F.S., and shall be based upon such surveys performed in accordance with Chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line.The information shall be provided to the Bureau using the form entitled"Foundation Location Certification"—DEP Form 73-114B(Revised 9/05),which is hereby adopted and incorporated by reference.Phasing of foundation certifications is acceptable.The Department shall notify the permittee of approval or rejection of the form within seven(7)working days after staff receipt of the form.All survey information upon which the form is based shall be made available to the Bureau upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. s) For permits involving major structures,the permittee shall provide the Bureau with a report by an engineer or architect licensed in the State of Florida within thirty(30)days following completion of the work.The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans,project description, or permit conditions, and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(l)(a), F.A.C. If none of the permitted work is performed, the permittee shall inform the Bureau in writing no later than 30 days following expiration of the permit.The report shall be provided on the form entitled "Final Certification" DEP Form 73-115B (Revised 9/05), which is hereby adopted and incorporated by reference. t) Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location, or structural design shall be authorized by the Department in accordance with Rule 6213-33.013,F.A.C. 2 The permittee shall not commence any excavation,construction,or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or,if established,the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease,license,easement,or other form of consent authorizing the proposed use. 3 The permittee shall obtain any applicable licenses or permits required by Federal,state,county,or municipal law. 4 This permit does not authorize trespass onto other property. 5 In the event of a conflict between a general permit condition and a special permit condition,the special permit condition shall prevail. 6 Copies of any forms referenced above can be obtained by writing to the Department of Environmental Protection,Bureau of Beaches and Coastal Systems,3900 Commonwealth Boulevard,Mail Station 300,Tallahassee,Florida 32399-3000,or by telephoning(850)488- 7708. Page 2 General Permit Conditions(June 11,2004) Permit Attachment of for Permit# issued ,20_Atlantic Beach,FL 32233 Owner's Name: Property Address: R.E.#: Subdivision: Lot#/Block#: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this day of 20 by Atlantic Beach, Florida, a municipal corporation organized and existing under the ws of the State o Florida, hereinafter referred to as "CITY" and hereinafter referred to as"USER". of Atlantic Beach; Florida, WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: ' Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code,and all other land use and code requirements of the CITY, including City Code Section 19-7(h)which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Pagel of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach,Public Works Department, for said change. The USER shall,at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty (30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of :�J U ' , 20 �. By: Ole rope Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this day of4 , 20ersonally appeared before me, a Notary Public in and for said Co an State, the property owner of ,Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and v and for the us s and purposes therein mentioned. L Notary Public in f r said my and State CITY OF ATLANTIC BEACH, FLORIDA, a Notary'P,0 `y gh rley LbGrahalic a of Florida municipal corporation: �+ �„q My Co missi n FF 086990 18 Appro,Ved oug Ira on,Public Work4 WorkDirector For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere, City Manager Page 2 of 2 BUILDING PERMIT APPLICATION IIs 1� U U L� CITY OF ATLANTIC BEACH l JUN 2 800 Seminole Road, Atlantic Beach, FL 32233 ��1I Office (904)247-5826 Fax (904) 247-5845 Job Address: � � /1.f/ / Permit Number: Legal Description l.vx'�� µc�la P>R� �'� 5 O\V'1 c,v (3� arcel# ,� Ft q Valuation of Work$I. ?7 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial �l If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product app—roval form Describe in detail the type of work to be performed: Property Owner Information: Address: Name: `` CJ City s _ State ip ��_ Phone E-Mail or Fax#(Optional) J - 1/1 G�i�G�S�IJGf'�'1s✓�InG �f Gt� -VI6D.Go� Contractor Information: �r',� Company Name- � ��L Quali i g Merit: �j •r, City 4aG State Zip ,�2 22 3 Address:%Z 0 Fax# Office Phone Job Site/Contact Number .5Ome — — State Certification/Registration# CRC 3 z��y Architect Name&Phone# NXN ; 43e Engineer's Name&Phone# l"h ` -s'k� `G✓2- IV Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a perzod of six 16)months at anytime after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, /urnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. 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 BE ORE RECORDING YOUR NOTICE OF COMME/lz¢r ebYworkfw that I have read and 11 be complied with whetherhis eciaedlhertetn or not.n and Theeg granting of same to be to pet t does rue and cnot prt. All esumelto gons ive authority tows and violatenances or cancel this typ I provisions of any other federal,state, or local sr, regulating construction or the performance of construction. �lJ `LLG. Signature of Contractor Signature of Owner % � "� � / Print Name � � . 1.7...7�lGL..e/ -.................................................... Print Name ✓G*-.. ..... ..... .:....... ..... ..........1 ....... ... Sw t subscribed before me Swor o and subscribed before me thi�D y�f ,•k 20 6 this Day of 1`t�C 'aestN _ gJME FARHAT s IkAry Pubk-State of Florida t _. m. pu a 2016 N tc J IFERWALKER Notary, u 1C E Canmiaaion EE 186830 •: `, h1Y COMMISS101#FF 011460 � sonm pu0q Nations Notary Assts• �'. _ EXPIRES:April 24 2017 R iced O l.26.10 y•.• Bonded Thru Not, Public Underwrite rs D u 1LllllN G FERMIT APPLICATION CITY OF ATLANTIC BEACH i ;" 800 Seminole Road, Atlantic Beach, FL 32233 tl Office (904) 247-5826 Fax (904) 247-5845 9 Job Address: t G `: � f, �� ,, Permit Nu1 Legal Description ' berL �' (- •�.r1 pt: ".1. r. :.,a Parcel # 1 =--•--=-,_.,,.,� oor rea o q. ,t. �e, ' Valuation of Work's ProM710r^Sr d Work heated/cooled ," c t �' non-heated/cooled 7y5 .S-' --�.T 1/11 y PWL — 00% h lel d Co"ri-Al Class of Work(circle one): (New , Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structures) circle one): Commercial ) esidenti 1` If an existing structure,is a fire sprinkler system installed? (Circle one): -nes' NoN A Florida Product Approval # For multiple products use product approva orm Describe in detail the type of work to be performed: t " " L' = w, A PLOVDIV Owner Information: Name: i `�� : t ,� Address: City S te� Zip- Phone E-Mail or Fax# (Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name i C: l-`:c. 1 1 L:. Lai C ii J Qualifying Agent: Address: city State �- Office Phone t i Job Site/Contact Numbe .�_ ; ' Fax# —Zip State Certification/Registration# ."� Architect Name&Phona# Enuineer's Name&Phone# K �-� Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Applicotion 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. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a-period of six(6)months at am time after work is commenced. I understand that separate permits must be secured or Electrical Work, Plumbing,sdgtts, We//s, Poo/s, Furnaces, Boileis, Heaters, Tanks and Air Conditioners,etc. 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. I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work ivill be complied with whether specified herein or not. The granting of a permit does not presume to give authorio,'to violate or cancel the Provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner ! �y Signature of Contractor Print Name L. �� .. ...1............../.�..1...r.... .r. ..�.. ....... Print Name ................................................................................................... ................... f3efoi; e '" Before me this Day of 20 1 tl oti a� o ary u ;c a of Florid L ? ° Shirley L Grahams ry Public My Commission FF 086990 c� Expires 02/14/2018 Revised 01.26.10 CITY OF ATLANTIC BEACH 1' p CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS ~' 800 Seminole Road Atlantic Beach,Florida 32233-5445904-247-5800 Fax 904-247-5845 PLEASE SUBMICOMPLETE SETS OF PLANS WITH APPLICATION. Date - 3 O —�S s.� PERMIT# Job Address C ISSUED BY THE CITY Permitee: ��ry �jy � Telephone# Permittee Address:_7 yiPiQ AQlN.C..i1 el Requesting Permission to Construct:,.:5;cE Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. -eRer -Notification was mailed to the following Utilities/Municipalities: .3 116 It Jacksonville Electric Authority Bell South Telephone Company Yes ( ' No ( ) Date: $ Yes Ferrell Gas (✓r No ( ) Date:� Z/ Comcast Yes ( ) No (� Date: Yes (yam No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement-as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or' relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florid Department of Transportation Standards and be performed under the supervision of j +>1Gr Superintendent) located ata 7 Ypl6a (Contractor's Project 3� 4. All materials and equipment shall be subject to InspeTelephone#: 06 ction by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a! part of this permit. Calculations showing any increase in impervious area on owner's lot or in the cit Right of Way are to be included with this application 7. This permittee shall commence actual construction in good faith with 4.r _ days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: te:;?hll Beforethis day of in the County of D aloof IU Notary Public State of Florida S Of F has ers ally a eared Shirley L Graham otary blic a Lar ,St to of orida,County of val. My Commission FF 086990 issio exp'es: o{ Ex 1 ro1 02/14/2018 roduced dentffica ion: (1916 unread) - griderbuilders - Yahoo Mail Page 1 of 1 y► -icme Vail aarO News Sports Finance Vveather Gaines Answers Screen F!ickr tvlobiie More� .................._..._......_..............................................................--'--......� Se i. . . .s Search Mail Search VJeb * Hom t compose k <F ♦ a Delete b Move Q Spare ••• More Inbox(1916) ^ Response to Sunshine State One Call ticket 182506399 Drafts(2) Sent irth_host@callsunshine.com Spam(6) "o griderconstructioninc@yahoo.com Trash The following facility operators have responded for this locate request: "Smart Views Unread Ticket 182506399 Starred FL:DUVAL County,ATLANTIC BEACH City 659 BEACH AVE People Social CITY OF ATLANTIC BEACH,FLORIDA Travel -No Conflict-utility is outside of the requested work site Shopping JACKSONVILLE ELECTRIC AUTHORITY Finance -No Conflict-utility is outside of the requested work site "Folders(58) A T&T/DISTRIBUTION 2057 VELA NORTE -Clear No Facilities A MCGURRIN PLANS A MCGURRIN PRICI... COMCAST CABLE COMMUNICATIONS INC _ -Clear No Facilities ACCOUNTING EMA... ANDREWS EMAILS ASHER The most up-to-date response status can always be gathered at BOOK OF LUKE ht �'or:lir�e811.coin;'IRTHt iieCaa,•'or by calling 1-(800)852-8057. bvi 2012 candidates cb CHRISTIAN THOUG... COMPUTER PURCH... COMPUTERS COUGHLIN(3) course 2010(2) credit card i...(1) dinero DIXON DODSON ELLIOTT GlennDurham Pricing GO TADSOM HEALD HEALTH HEALTH INSURANCE � Income tax 2011 /!/�/� 14 V /C insurance serfs V G INSURANCE CERFS JACOBY EMAIL BILLS jacoby emails ANNA JOB PRICING Joe Albright(1) JOYCE RES(6) k K KRISTEN I LAETTNER(21) LOEB LYNCH MANNING INVOICES MANNING STATEM... MARY BERNARD McGurrin https://us-mg5.mail.yahoo.com/neo/launch?.rand=ep8m2gmual79p 7/6/2015 Pro e./a New 941V � Z .._�b.r X ro o r 7 X 1y �6 x 8 3X � zy �vx yr 3/. ./37,�X 3 � Yla..►' old /dew® ' Jr 121azs c Olt Aawle z Iz t7rilt? /4- Ir Yz x JI Jr 3 o 12 - m cn =j m i a r ; z' z x - - 0 r a - m z z 0 z c JAMES W.DUPREE 111,AIA FLORIDA LICENSE:AR0010382 o cmc NA cn MCGURRIN HOUSE FAMES DUPRE : TECT PA FLORIDA LICENSE:A A26001I39 Sy N Or vO/ 1,59 BEACH AVENUE,ATLANTIC BEACH,FLORIDA 200 FIRST STREET.SUITE 206 9 m m NEPTUNE BEACH.FLORIDA 32266 m N z O PH:904-247-7072 F%:9M-246.8402 < r o