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384 1ST ST - NEW HOME PERMIT r 1* . ,'' CITY OF ATLANTIC BEACH '.- c' 800 SEMINOLE ROAD 1--.0i2,'. ',. -7 Y ATLANTIC BEACH, FL 32233 -- INSPECTION PHONE LINE 247-5826 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-SFR-2257 Job Type: SINGLE FAMILY RESIDENCE Description: new home Estimated Value: $300.000.00 Issue Date: 10/21/2015 Expiration Date: 4/18/2016 PROPERTY ADDRESS: Address: 384 1ST ST RE Number: 169755-0000 PROPERTY OWNER: Name: MARCO, DAVID Address: 2339 OCEAN BREEZE CT GENERAL CONTRACTOR INFORMATION: Name: ELITE CUSTOM HOMES & RENOVATIONS INC Address: 2304 Peach DR Phone: 904-686-4818 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $540.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,080.00 WATER CROSS CONNECTION $0.00 STATE DCA SURCHARGE $16.20 STATE DBPR SURCHARGE $16.20 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I iv J , CITY OF ATLANTIC BEACH ss 800 SEMINOLE ROAD J r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Total Payments: $1,802.40 I I I I I ■ PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 OFFICE COPY Office (904)247-5826 Fax(904)247-5845 Job Address: 3S1*/ 61''64' C&r. Permit Number: /$ --S FR 2)5 9 Legal Description 3015( e- F241 `' Parcel# Floor Area of Sq.Ft. q• t X Valuation of Work$ 3CV)p00 Proposed Work heated/cooled?IS 37 non-heated/cooled I / 94/ i v 4 Class of Work(circle one): Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial es' ential If an existing structure,is a fire sprinkler system installed? (Circle one): es N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: Vv■I f v e(3 ‘` o m Property Owner Information: Name: '3v 1 ft a,rp�, L v Address: ..23q, Ccar 8lee2e Gi- City t-4 )eAu. E,0-e c,'e k State?(Zip 3 Phone E-Mail or Fax#(Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name: b' tkk Coo ford t-FOw09 ' - A'' ' tal0.� / p y Qualifying Agent: '�G=inrb A/-( 1/0 Address: . 50 1,�'»!!ii City c46K c1,v./le State /i f I Office Phone bii/- Fax# J p �� State Certification/Registration// $ I3 /,?�Number 9 O Architect Name&Phone# Engineer's Name&Phone# 96eS' f-Atif -Doric ,-atj0k Fee Simple Title Holder Name and Addfess st O Bonding Company Name and Address Al 4 ' Mortgage Lender Name and Address ivIk 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 ofa 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'York,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 hereby certify that I have read and examined this placation and know the same to be true and correct. All provisions of laws and ordinances governing this type ofwork will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of arty other federal,state, or local law regulating construction or the performance of construction. Signature of Own 1.-� Signature of Contractor �/'�� Tint Name p Mfra), Print Name PO A A/7 3ef. hi Kayo =' '' a' ,r,' —r , 0 Bef. *,1,10y 14 o.40.0411V1AI ItI , I L4 ro Iv-of Florida _ W !‘ 20 c lotary ubl' • SP � fission FF 066990 6 Y i , • ►a1 600311 ovi4/2018 is Grah. Al My Commission th 90 "io,,o, Expires 02/14/201 '•evised 01.26.10 f S� CITY OF ATLANTIC BEACH -59 ' PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 J131} (904)270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 9-Z9-/S Project Address: 3 Et/ /57 No. of Units: Commercial Residential ✓ Multi-Family New Water Tap(s) &Meter(s) Meter Size(s) 33/x-/ 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# /5- 5re- 2Z5 7 Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Reclaimed Meter Only $ Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ ,Sp, oP Other $ TOTAL $ L5C od APPROVED: Kayle Moore,PE 5 CO3 (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED ,s v.0.-1,1 a _ City of Atlantic Beach Building Department __ APPLICATION NUMBER �, '''sa ��{-� �� (To be assigned by the Building Department.) "- - A< 800 Seminole Road `�l v Atlantic Beach, Florida 32233 5445 (-J ,c�C?.� /( ft -� 22 7 �7 r 9870 Phone(904)247-5826 • Fax(904)247-5845 01110 E-mail: building-dept @coab.us SU '4 Date routed: 9 2..c /5-4 City web-site: http://www.coab.us 11 v' "!� APPLICAT ION REVIEW AND TRACKING FORM Property Address: 3t /5T cT Department review required Yes No :uildin. Applicant: — lir£ a 19 rrt /!1 g • anning &Zonie% n� Tree Ad afor /Y /inn Project: W L .lic Wor °u.lic Uti i ies Public Safety Fire Services Review fee $ 5-6 Dept Signature )C Other Agency Review or Permit Required Review or Receipt _ of Permit Verified By Date Florida Dept. of Environmental Protection 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 l ION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING 4ib �L_ /e/ /(r- TREE Reviewed by: Date:ADMIN. Second Review: ❑Approved as revised. ❑Denied. C W••K1 Comments: • BLIC UTILITIES i PU:LIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 ,��'Tr1/`Ijjr, City of Atlantic Beach APPLICATION NUMBER �S ` IA Building Department (To be assigned by the Building Department.) - A •� 800 Seminole Road D 1:: i�:� „r Atlantic Beach, Florida 32233-5445 - -{ `+ /(Sli 22. 7 Phone(904)247-5826 Fax(904)247-5 �+,,� 9/2 L..� / 0,3 �? E-mail: building-dept@coab.us �3 -, 015 Date routed: .7 City web-site: http://www.coab.us `. a 2 SU 2 APPLICATION REVI EW _A TRACKING FORM Property Address: 3t4 /5T cj--T Department review required Yes No :uildin. Applicant: + lirg 4_6 / in 1?) g 'tanning &Zoni • Tree ' • sraor Project: /f f W thin £ tic Wor u tic Utilitie Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection 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: pproved. ❑Denie�d.� (Circle one.) Comments: j%1 ffmtid a oliei i� BUILDING PLANNIN G &ZONING / Reviewed by: AOr'„ C� Date: --. TREE ADMIN. Second Review: ❑Approved as revised. rerienied. C-F7UBLIC 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 10- '��r . City of Atlantic Beach APPLICATION NUMBER "\ Building Department _, ' is (To be assigned by the Building Department.) Atlantic tic Seminole Road /� c5f� 22 7 �:v; �r Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 Fax(904)247-5845 � , cm 9? E-mail: building-dept @coab.us Date routed: 9 / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3( 4 /57 c J T Department review required Yes o :uildin• Applicant: — /irE k6 / 771 4!1 I 'lanning &Zoni . Tree A• - s ra or Project: Afe/ f W /in L ,- slit Worts .cm: -- Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date _ — of Permit Verified By__ Florida Dept. of Environmental Protection 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. 1nied. (Circle one.) Comments: Lom m 0,Z / S J.,, i__ _.0/fed v, 4. B ILDING PLAN 1 &ZONING � _ Reviewed by: �', .-- Date: f'2715—' TREE ADMIN. Second Review: Approved as revised. pP ❑Denied. PUBLIC WORKS Comments: 11) D� PUBLIC UTILITIES id -PUBLIC SAFETY Reviewed by: 171 Date: t ' 3'D'i3 FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: revised 07/27/10 �t 0.14-7,�.\ City of Atlantic Beach APPLICATION NUMBER 43 " l Building Department To be assigned by the Building Department.) ' "`:s 800 Seminole Road ( g y g p r� /s=4SFie ". Z2 c7 15:x, Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904) 247-5845 'L.7�// °nye E-mail: building-dept @coab.us Date routed: 9/24//5—i/ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 0 ,�T �T _Department review required Yes No =uildin. Applicant: ' lir£ k .i in H/!16. -tanning &Zoni . Tree A . - s ra or — Project: /V W /lain L tic wan-, u tic Uti i t Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt ,of Permit Verified By Date Florida Dept. of Environmental Protection 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' / /" e` ate: td/7/s _ 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: Revised 07/27/10 rs 1s��y;lJ CITY OF ATLANTIC BEACH . Building Department 7 . J 800 Seminole Road j V. "N Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # /.S" S/-�- a a S 7 Property Address: 3a / Sf S/ Applicant: /' /e C v S I.■-e) /-1`0 eri e Project: i?/e e,. 14,�te- This p rmit application has been: . Approved Reviewed and the following items need attention: Q 0 - ',6 a sets o 7 Tr('s s ,Po cka9e.) /o,,,, Po y l SPJ 6.4' 1,5 nee/ o /�" on by 1AP Lfhin ev, i2-ecorol 'lea it ha ve /4/s.d.ef • •/: ��o� -t11,e a r7c se/, / C F'locrt Tr„ s s y s7 s�•eI.-t V On -f ,k L S'%Ae p arl?/ c ,p i/-e o - I) e 13/1.ST i'/p o i z c ii- 4�•-c S/Y ( plan �h-c ,o r opc ecJ i)'t? .93) -cla o 2 ,a lt2,v a ih R�saroofs /v mea,-, SP9 l>°vP�'„ Vpr•i-47 � on-AY c+ -Floaf. 4'1vo2 plan i// 4a/A AO /77:/77, rite c)911 clear acceSJ' elearan(-L (Ff3r.— I VeSic1-en R 3av q11o4 C- a Cher-y Ca .s sh ci.s c S. vnvenI-toff/ svberr, 1 - i in -Po r m oc 4 jar. �v r' S f ray -au er? ,» S 6), firc A 4,ec 11vet I Plan S 1 Coace fva/ IJPS`•9 n Draw,n Pat-acce• -A- v' /a v1 clex�,e W Aro f>lo�,s need � J,n cv S; le- �.y. �pss co,A/ i ok l >n SOlatiOn Va hies ro n-led ov7 4 • _ d ecI'o A r*a: T 5 •c■ /p . . OY" Car - .•, .no S!'nOke•le' • - Please re-su i • : - • • . •• - ems have been completed. Reviewed By: /7'1 Date: 9J,?9,/S� DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: /Yl q e � Development Size Habitable Space X53 9 S F .F,Non-Habitable, /9 y S OFFICE COPY � Impervious area Miscellaneous Information Occupancy Group -7 Type of Construction ye Number of Stories a1, Zoning District ('S -�. Max. Occupancy Load Fire Sprinklers Required Flood Zone A Conditions/Comments: / BUILDING PERMIT APPLICATION / CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904) 247-5845 Job Address: 39 F' e i-' M, Permit Number: Legal Description $ 'i/1/4.5( e Ec .' y Parcel# Floor Area of Sq.Ft. ---Sp t 4e Valuation of Work$ 300 0 WO Proposed Work heated/cooled non-heated/cooled Q .4 Class of Work(circle one): a Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial es' ential If an existing strucure, is a fire sprinkler system installed?(Circle one): es N/A Florida Product Approval# For multiple products use product approva orm Describe in detail the type of work to be performed: ' I NNE; Me Property Owner Information: Name: --Au it n6, [Y c-c> Address: 23gg °Gaff &ee2e G/ City 14-4. 16..444 (4''4 le h State P(Zip 74743 Phone E-Mail or Fax#(Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name: iY h le G te)"" L4o -' A.' Qualifying Agent: Ai+te'• I.1 1e V�Z�0Address: 30L/ Pe4 4-, Cr' City 44 pt v./to State /:/ ip E 2u1, Office Phone 74.41- Fax# ��` 't'�/R' Job Site/Contact Number State Certification/Registration# 64 `2/ o%'a 9 Architect Name&Phone# Engineer's Name&Phone# fitA4tril t.agrchv‘i ''61 -440 Fee Simple Title Holder Name and Addtess Bonding Company Name and Address Mortgage Lender Name and Address MA • 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 ofa 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!York,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. hereby certt&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 vpe of work will be complied with whether speci ied herein or not. The granting of a permit does not presume to give authority to violate or cancel the rovisions ofany other federal,state, or local law regulating construction or the performance of construction. ignature of Own /140/160-' e---• Signature of Contractor /�� rint Name Jibe..kt i j'- Print Name 00p0 A /4/f ef• - .. Befi�ii 0 a o 0..r..•- -1 a i,r 20 t • * ,20/� Florida ��J � +�i is e of / �— ►7. - .. ' _ 'Ill AO.to • otary ubl r :° Shim issron FF 086980 /S • ., y , WS. l Grah. "Teo ,op „0xrti4rxo�o , My Commission '• 90 '.0,0' Expires 02/14/201: '•evised 01.26.10 � • � � b b b > n O O O O ¢ N i p �yO Co �1 O■ vi -A W N ---' �! 01 Vi W N '--' h rt. co rj 1 d a > �7 d C� �" % O > cJ] H O a O 6 . �. O sr o aq = U o Cr. a ao o • 04 a4 C 0 0 O 14 p-: b IiU v, H Q. O p W cr co 0 b N O cr 0- p- S .. •C r' a- O `CY R }J r ,9-,' V . O - -- O r1 c2/-.t , 0 U.-, 5 H ° E. c -+ r• O C ¢ t1 Cl)! Ci O Clq CD l J 5' til t 1-3 ER• °� �• r� O 0 8 v) Xi `-. `'O `C3 l_J O O P - p . O n C N 's O cn C O o•5 C C C O g (I) 1-3 ; h• ' n � � o � 5 td 0 / h 1 IN 7 CM r M¢ ; �- �c 0ts O n 4t (IQ � � < '1 o 0 0 I 0 (t) v i 01 vi -A. w N I--.. p \O 00 �1 O■ Cli -P. w N ,-- 1 r., p �p CO J i Ol Cm -P. 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E5 a) d fa, Cr 41 kC Z. cn .. co a j 4 "l ro � n P. 6 g hi0 4 i 0 O o O ig P 4 C III 111 I f . 3'.;k1 5 Cif) ff ' s o i. I t‘ a P- a. V) kY k 5 o 0 au 0 (1)0 o 0 E. R 20 0 0 CD CA ■ OFFICE COPY 23-00-00 1 F-1 T C) I E2-00-00 -n !N 2-00-00 L • I 1-06-15 F-7 `- �____ -----r----• 7 n7 . I i 7 1-09-04 F-6 I I 2-00-00 N 1 _1 I?i V . cm o 2-00-00 . 6 _. 1 ).!.. m kg 6,..— 6 C N 1 N n 2-00-00 o ----_ I 2-03-08 ==_ ! HUS26 US26 F-4 US26 I:,,,•,: 7-02-08 t 2-00-00 F-3 g cD F-2 t.3 It_gl*O0AWING REVIEV� DISPOSITION NTI0N ,�vb, of shodr�wings is only for conformance ith •tta. 1. t t • -nl op( not relieve the contra for \ ELINNIc._ ----- - • ',' Le c. uiwmanit n(the Slop • • . 11 III y H H any u . x�t drawings.Contractor shall d•termine and yerity all field measurem: ts. XAPPROVED ❑ RETURNED FOR CORRECTI r N 23-00-00 ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT AC ON / ❑ NOT APPROVED ❑ EEITRANS S ITTAL TT I R BY DATE I HULSBERG ENGINEERING,INC. FL RT. .846 11481 ST.AUGUSTINE RD.#202 JACKSONVILLE, FL 32258 • •• .....nraba. -- o. Eisen r home e•.. ya�w�krp��res•Novel erv.d.an Hlorrr b a,brd. pars or naerytp Sue le rat Moot •Ol . aJn.TSM o.htca•d Ocoomb.e Melon 0 er. -Tat Labelle an WOW new Raided end et bus and are rot b he rased 0....r0 BASK b Vert/roWn. Bloom Roof to OGtp welt sae tat re euppor100 by a.bK 1101011111•011101010 0//1010001011b 11e01110001. (Customer. Elite Homes,INC "S°e"' 6""T""'b'ane "l' '' Into the placer,* The Suiting a•des H. mewl pan.0nat b v el Or Row q+.n and b �I f� ARr U Job:Elite Homes boom downer VA 53 .p.ro e.°�a�°a"°°° nai`°"R"n"..n..p""..e Model:Marco res. BUILDING edNPOWEIVTS --_. ' .. -_. ._.... _. 170 Elan Court Shop Drawing Approval Designer:Doug Johnston TRe LAYOUT IS THE SOLE SOURCE FOR FABRICATOROFTRUSSES AND Vaca ALL PREVIOUS ARCHITECTURALOR Midway,GA 31320 9 9 R T"rs'(LAYOUTS.REVIEW,,N TO EA OM6TCW POUT MUST UT BE RECEIVED E iNEECRE AN TRUSSES ou SE Office: (912)884-4094 oading: 20/10/0/10 .acing: 16"o.c. Toll Free:(888)789-8165 •uote#: 150954F Date: Approved By: Fax: (912)884-9506 •rder#:JOBNUMBER fife lot 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: 150954F- Elite Homes Marco res. MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,FL 33610-4115 Customer Info: Elite Homes Project Name: Marco residence Model: Floor Lot/Block: . Subdivision: . Address: . City: Jacksonville 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: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 60.0 psf This package includes 7 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. Seal# Truss Name Date SHOP DRAWING REVIEW DISPOSITION 1 T7287039 F-1 7/28/015 2 T7287040 F-2 7/28/015 ATTENTION:Review of shop drawings is only for conformance with 3 17287041 F-3 7/28/015 the design concept of the project and does not relieve the contractor 4 T7287042 F-4 7/28/015 of responsibility for any deviation from the requirements of the shop 5 T7287042 F-5 7/28/015 dr iings.Contractor shall determine and verify all field nieasurernents. 6 17287044 F-6 7/28/015 APPROVED ❑ RETURNED FOR CORRECTION 7 77287045 F-7 7/28/015 ❑ APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVED ❑ SEE TRANSMITT L LETT COMMENTS 'J /Si BY DATE 7 ` ` HULSBERG ENGINEERING,INC. FL CERT.2584 11481 ST.AUGUSTINE RD.0202 JACKSONVILLE, FL 32258 The truss drawing(s)referenced above have been prepared by MiTek `/ ii Industries, Inc. under my direct supervision based on the parameters •`‘■01\.•iUIN. V � /e provided by TrussMart Bldg Compts, LLC. ` �•.\_\G E NS .,� ,.� Truss Design Engineer's Name: Velez, Joaquin = N6 68182 My license renewal date for the state of Florida is February 28,2017. = * : •* *t IMPORTANT NOTE:Truss Engineer's responsibility is solely for ;1 �'• STATE OF :4/- design of individual trusses based upon design parameters shown �0-<\.• ,c 4v� on referenced truss drawings. Parameters have not been verified c<`.*-< p R O P••��`` as appropriate for any use. Any location identification specified is SS/ONAL�� ` for file reference only and has not been used in preparing design. it/ .�` �„�„�„.0 Suitability of truss designs for any particular building is the Joaquin Velez PE No.68182 responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FLCert 6634 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: July 28,2015 Velez,Joaquin 1 of l Job Truss Truss Type Qty Ply Elite Homes Marco res. 17287039 150954F F-1 Floor Supported Goble 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.830 a Jul 9 2015 MITek Industries,Inc.Tue Jul 28 12:45:44 2015 Page 1 ID:pquZakFME2LtLtaT?HGh6Hz 27uD.qLhSR7OHONTgQ8fQtOdiZ1 QdBSpRMOpk7RJIDQytYH5 0l.18 0118 Scale=1:39.2 3x8 FP= r 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 18 19 20 _ I I I I I I I_I_I_I_______ I I I I I ■0 47■ :■:w:■ ■:ii:■:■:■.■:■�� 1 I10�7•!W!�T��•7467�Valra WI S!∎T‘!∎!‘lI!��∎�:�t��∎!∎∎6!I!��∎7∎.4'7 467.4.∎•∎∎∎∎!�7�i7∎74 al I1 74MIIAil ST•∎∎∎∎v••1��'&74b!•74►7��S ls■∎∎∎∎•vai�7∎7•741 39 38 37 38 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x3= 3x8 FP= 34= 1 13-2-0 1141-0 115-0-01 23-0-0 I 13-2-0 0-11-0 0-11-0 8-0-0 Plate Offsets(X.Y)— j1:Edge.0-0-121.[40:0-1-8.0.0-12].(41:0-1-8.0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Hor2(TL) 0.00 21 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:101 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 pudins, 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. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 23-0-0. (lb)- Max Gray All reactions 250 lb or less at joint(s)39,21,38,37,36,35,34,32,31,30,29,28,27,26,25, 24,23,22 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks induding 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. .` `111 111/1//i 0" QUIN v ,,, , •%‘ � ■Fc•G E N ° '• s •• �` • . No 68182 . *' '•.7. . / / * _ I�" ' • 441 • � E OF "kt .,,,�ONAl-E00 Joaquin Velez PE No.68182 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 28,2015 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED a/TEK REFERANCE PAGE I147473 rev.02/142015 BEFORE USE. ill Design valid for use only with Milek comecta s.This design Is based only upon parameters shown,and is for an individual MA:C u component. Appacabily of design parameters and proper incorporation of component is responsility 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 responsbiity of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding Ma*** fabrication,qualify control.storage.delivery,erection and bracing.consult ANS1/1141 Quay Crick,D55-89 and SCSI Building Component 6604 Parke East Blvd. Safety Intasnallon available from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandria.VA 22314. Tanya,FL 33810 Job Truss -Truss Type Qty Ply Elite Homes Marco res. 17287040 150954E F-2 Floor 5 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA 31320 7.830 s Jul 9 2015 MRek Industries.Inc.Tue Jul 28 12:45:45 2015 Page 1 ID:pquZakFME2LtLtaT?HGh6Hz27uD-IXFO TPvnhbX 21EcRj8x6Fzabsy85HbtL53CmsytYH4 0-1-8 H I 2.6-0 I 1 2-8-8 II 1-10-0 I I 2-4-8 I 0+8 Scale=1:40.5 503 11 4x12= 3x8= 1.5x4 II 3x8 FP= 1.5x4 = 1.5x4 11 3x10= 3 x 8 = 5 x 6 I I 2x8 I I 2x8 I 1 3x3= 4x12= 1.5x4 = 1 2 3 4 5 8 7 8 9 10 11 12 a„,..N.A.miliiii --.....,...,,uL,.. er!._.__—rr.■____....,—,.■...,B. iww.w.,.rr•-,,jrz,;_i!Qnuiquit. 23 Al � .4 11,••....11 d 21 20 19 18 17 18 15 14 13 4x4= 4x12= 3x10MT2OHSFP= 4x8 II 2x8 II 6x12= 3x6= 3x10= 1.5x4 SP= 8x12= I 13-2-0 14-1-0 15-0-0 23-0.0 13-2-0 10.11-0 10.11-0 1 8.0q Plate Offsets(X,Y)- [�d e,D-1-8],[6:0-3-0,Edge],p 01 :0-3-0,Edge],(16:0-3-0,0-0- ,[17:0-3-0,Edgel,(18:04-8,Edge),(20:0-5-4,Edge],[21:Edge,0-1-8],[22:0-1-8,0-0-12],[23:0-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.53 17-18 >514 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.94 17-18 >291 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.82 Horz(TL) 0.12 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:149 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purling, except 1-8:2x4 SP No.Viet) end verticals. BOT CHORD 2x4 SP SS(flat)*Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14-18:2x4 SP No.1(flat) WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 21=1358/0-5-8,13=1358/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 21-22=-1334/0,1-22=-1333/0,1-2=2708/0,2-3=-2708/0,3.4=6046/0,4-5=-6044/0, 5 6-6762/0,6-7=-6762/0,7-8=-4987/0,8-9=-4987/0,9-10=4990/0,10-11=4987/0 BOT CHORD 19-20=0/4618,18-19=0/4612,17-18=0/7017,16-17=0/6762,15-16=0/6762,14-15=0/2728, 13-14=0/2728 WEBS 7-16=0/318,1-20=0/2906,2-20=321/0,3-20=2111/0,3-18=0/1558,5-18=1066/0, 5-17=-658/461,11-13=2984/0,9-15=321/11,7-15=2091/0,11-15=0/2465 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ,,,1111 11111 III�,�, 3)The Fabrication Tolerance at joint 19=11% ,``�OP' �N �/�< /�', 4)"Semi-rigid pitchbreaks induding heels"Member end fixity model was used in the analysis and design of this truss. 0••••"• F 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 �, ,••\,'l G E N S'�t.`•. 'i'. be attached to walls at their outer ends or restrained by other means. :•' No 68182 /,a E OF :'<0/ • I ,,,;/0N A'.;.0% Joaquin Velez PE No.68182 MITek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 28,2015 r Q WARNING-Way design paranr.rsa ndREADNOTESONTHISANDINCLUDEDASTERREFERANCEPAGEM-7473rev.02/1602015BEFOREISE III Design void for only with MiTek connectors.This design h based only upon parameters shown,and is for an indMdud bidding bng component. A for lateral support design parameters and proper incorporation of responsibility ponent is responsibility of building designer-not taus designer.Bracing shown Is pport of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsibility of the MiTek- erector.Additional permanent bracing of the overall shucture is the responsnbiity of the balding designer.For general guidance regarding fabrication.quality control.storage.delivery,erection and bracing.consult ANSI/TP1l QuaRy Criteria,051-89 and SCSI Building Component 8904 Padre Ead Blvd. Safely lniormaeon ovoiable from Truss Plate institute.781 N.Lee Street.Suite 312,Ale anddo,VA 722314. Tampa,FL 33810 • Job Truss Truss Type Qty Ply Elite Homes Marco res. 150954F F-3 FLOOR GIRDER 1 T7287041 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway.GA,31320 7.630 s Jul 9 2015 MRek Industries,Inc.Tue Jul 28 12:45:48 2015 Pays 1 ID:pquZakFME2LtLtaT?HGh6Hz27uD-nkoDspQXY?jOgSpp?QgAfSVOGI8gpD1 alomllytYH3 0-1-8 H 1 2-6-0 I I 2-8-8 i 1 1-10-0 _io,e,o H 1-8-8 ( (Tolima=1:40.5 2x8 II 1.5x4 = 3x6 FP= 2x8 II 3343 FP= 6x8= 2 3d3 I I 8x8= 2x8 11 84= 208 11 3x8 I 1 8x8= 8x12 = 1.5x4 = 1 2 3 4 5 8 7 8 9 10 11 12 13 Ac 7 11 -1'% —1--_ `!1_�i,[�_-�-" \�i 24 Y .t 23 22 21 20 19 18 17 t8 15 14 8x8= 8x12= 3x8 FP— 5 x 8= 5 x 8 11 2x8 I I 8x12= 3x8 FP= 8x8= = I 13-2-0 114-1-0115-0-0115.9.81 23-0-0 1 13-2-0 0-11-0 0-11-0 0-9-8 7-2-8 Plate Offsets(X.Y)— [1:0-1-8.0-0.8].[7:0-3-0.Edge].[9:0-3-0.Edge].[13:0-3-0.Edge].[17:0-3-0.Edge].[18:0-3-0.0-0-0]419:0-3-0.EdgeL j20:0-3-B.Edgel.(24:0-1-8.0.1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.38 18-19 >725 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.66 18-19 >414 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:386 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, except BOT CHORD 2x4 SP SS(flat)'Except' end verticals. 21-23:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 23=1984/0-5-8,14=396810-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-23=-1975/0,1-2=-4433/0,2-3=-4460/0,3-4=-4460/0.4-5=-10842/0,5-6=-10842/0, 6-7=-14528/0,7-8=14528/0,8-9=14803/0,9-10=-13670/0,10-11=-13648/0, 11-12=-13648/0 BOT CHORD 21-22=0/8029,20-21=0/8029,19-20=0/12961,18-19=0/14528,17-18=0/14528, 16-17=0/14803,15-16=0/7485,14-15=0/7485 WEBS 7-19=550/0,8-18=-585/438,1-22=0/4791,2-22=-310/0,4-22=-3853/0,4-20=0/3054, 5-20=278/0,6.20=2300/0,6-19=0/2433,12-14=-8090/0,12-16=0/6745,9-17=-360/741, 9-16=-1285/0,8-17=-1051/1514 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. X1111111//i 2)Unbalanced floor live loads have been considered for this design. ,0%1` U IN '41, , 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. %O Q .V 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. ,,.0 G E N 5+∎•�• ,0, 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)750 lb down at 15-9-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. No o 68182 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or bad*(B). IT * •' ••* LOAD CASE(S) Standard / / * • .. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �� r Uniform Loads(plf) O.',= E O F •:Li, Vert:17-23=-10.14-17=-360(F=-350),1-13=-110 / Concentrated Loads(lb) �i �•1� Q p;��,�� Vert:17=-750(F) II „ R ■� Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa A.33610 Date: July 28,2015 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE ar-7473 rev.O2.1mV2015 BEFORE USE. Design valid for use only with Miitek connectors.This design a based only upon parameters shov,.and is for an individual building component. . Applicability of design parameters and proper incorporation of component is resporssbSty 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.consul ANSI/PI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 • Job Truss Truss Type Oty Ply Ems Homes Marco res. T7287042 150954F F-4 FLOOR GIRDER 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7930 a Jul 9 2015 MITek Industries.Inc.Tue Jul 28 1245:47 2015 Page 1 ID:pquZakFME2UltaT?HGh6Hz27uD-FwMb49R9J IrFHcO?Z8BP Bg23Zgh8ZK0ApPYJglytYH2 0-1-8 pn p H I 28-0 I 1 2.6-8 11 1-10-0 1W I 1-843 1 "Scab=1:40.5 2x811 1.5x4 = 3x8 FP= 2x8 11 3x8 FP= 8x8= 2x8 II 5x8 11 2x8 II 5x8 II 2x8 11 3x6 I18x8= 8x12= 1.5x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 ,� !/ \' \�1_iI11—•�—%` \ 11 24 7 ►� i rP 23 22 21 20 19 18 17 18 15 14 8x8= 6x12= 3x6 FP= 8x8= 4x8 11 2x8 11 5x8= 3x8 FP= 8x8— 6x8= — 1 13-2-0 114-1-0115-0-01159-81 23-0-0 1 13-2-0 0-11-0 0-11-0 0-9-8 7-2-8 ear :.. 1 'r -: r y: 1 r ,I ..r__r .. •r r �.., r, 'r .r :•r �r r r_r a _r •r I LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) l/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.24 19-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.66 Vert(TL) -0.42 19-20 >645 240 BCLL 0.0 Rep Stress Ina NO WB 0.22 Horz(TL) 0.05 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight 386lb 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, 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. (lb/size) 23=1365/0-5-8,14=1358/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1350/0,1-2=-2940/0,2-3-2968/0,3-4-2968/0,4-5=-6472/0,5-6=-6472/0, 6-7=-6780/0,7-8=-6780/0,8-9=-6044/0,9-10=-4994/0,10-11=-4962/0,11-12==-4962/0 BOT CHORD 21-22=0/5072,20-21=0/5072,19-20=0/7076,18-19=0/6780,17-18=0/6780,16-17=0/6044, 15.16=0/2942,14-15=0/2942 WEBS 8-18=0/581,1-22=0/3178,2-22=-316/0,4-22=-2272/0,4-20=0/1519,5-20=-259/0, 6-20=-656/0,6-19=675/421,12-14=3175/0,12-16=0/2211,10.16=274/0,9-17=0/981, 9-16=-1192/0,8-17=-1663/0 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to ail plies. 2)Unbalanced floor live loads have been considered for this design. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ` ��111111/j� ' 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 0% •SI be attached to walls at their outer ends or restrained by other means. ,�0 PQU I N V F� °I,, '' No 68182 T. �,./11,,t, • E OF 14/� .■,;•if O R i . cl %,�. 1 •........ 1,4�/O N E?�.■� Joaquin Velez PE No.68182 MRek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 28,2015 1 A WARNING-Vivify design woman and READ NOTES ON THIS AND INCLUDED aI IERREFERANCE PAGE am-747,rsv.OW0/2015 BEFORE USE id" Design vard for use only with MEek connectors.This design'•based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsbity of bolding designer-not teas designer.Bracing shown Is for lateral support of individual web members only.Addlional temporary bracing to insure stobity daring construction is the responsbEy of the erector.Additiond permanent bracing of the overall structure is the responsibility of the bolding designer.For general guidance regarding M iTek' febscation.quality control,storage.delivery.erection and bracing.consult ANS1/TM1 Quarry CrNrb.DSa-89 and SCSI Mang Component 8904 Parke East Blvd. Safety Inbrmdon avaaable from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810 • Job Truss Truss Type Qty Ply Este Homes Marco res. 17287043 150954F F-5 Floor 4 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.830 s Ad 9 2015 MiTek Industries.Inc.Tue Jul 28 12:45:49 2015 Page 1 ID:pquZakFME2LtLtaT?HGft6Hz27uD-BJULVrSQgw6zXvXOgZDtG57KvTKk14XTGi1 QvdytYHO • • I___240 —_I I 2-8-0 II 1-100 1P-801i 1-B-8 01-0 Scale=1:40.4 10x14 MT2OHS= 3 4 FP= 3x8 I I 8 x 8 = 2 x 8 I I axe FP= 2x8 I I 8x8 = 2x8 I I 5x8 I I 2 4 I I 3x8 I I 2x8 I I 1.5x4 = 1 2 3 4 5 8 7 8 9 10 1112 13 s pliVIIJMnipigirmill11111111111! 24 17 ►- d•23 22 21 20 19 18 17 18 15 14 2 x 8 I I 8x12= 3x10 MT2OHS FP= 5x8= 4x8 I I 2x8 I I 8x12= 308 FP= 8x8= 3x8 11 13-2-0 1141-0115.0-0 I 23-0-0 13-2-0 0-11-0 041-0 8-0-0 Plate Offsets(X.Y)— .[7:0-3•0.Edge].[12:0-6.0.Edge].[13:0.3-0.Edge].[16:0-4-4.Edge].118:0-3-0.0-0-01(19:0-3-0.Edge).[20:0.4-0.Edap1,124:0-1-8.0-1-83 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (10c) Udeft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.51 19-20 >532 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.91 19-20 >301 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.89 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code FBC2014ITP12007 (Matrix) Weight:183 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except BOT CHORD 2x4 SP SS(flat)'Except' end verticals. 21-23:2x4 SP No.2(flat),14-15:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 23=1498/0-5-8,14=2102/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=148410,1-2=3186/0,2-3=-3216/0,3-4=3216/0,4-5=-7371/0,5-6=-7371/0, 6-7=-8436/0,7-8=8436/0,8-9=-7909/0,9-10=7091/0,10-11=7091/0,11-12=-7091/0 BOT CHORD 21-22=0/5663,20-21=0/5663,19-20=0/8328,18-19=0/8436,17-18=0/8436,16-17=0/7909, 15-16=0/4194,14-15=0/4204 WEBS 8-18=99/580,1-22=0/3467,2-22=-331/0,4-22=-2642/0,4-20=0/1854,5-20=-250/0, 6-20=-1039/0,6-19=-535/868,12-14=4477/0,12-16=0/3145,9-17=57/828, 8-17=-1487/109,9-16=-1066/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. ♦♦ ♦♦11 11 I,// ,, 3)"Semi-rigid pitchbreaks including 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 NN p,Q�]N vF< �,, be attached to walls at their outer ends or restrained by other means. `• Q �• 5)CAUTION,Do not erect truss backwards. �� .•'\CAE/V g'•.• .° 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� No 68182 • LOAD CASE(S) Standard *,�• ' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) / / * • ... Vert:17-23=-10,14-17=-135(F=-125),1-13=-110 %��fl �� * • E OF �� ///i9I fills♦♦♦ Joaquin Velez PE No.68182 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 28,2015 --• A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE aw-7ndr rev.oinaawa BEFORE USE. Design valid for use only with Mitek connectors.This design a based coy upon parameters shown,and far on individual building component. Applicability of design parameters and proper incorporation of component B responsibility of bolding 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 erector.Additional permanent bracing of the overall structure is the responsbity of the bolding designer.For general guidance regarding M iTek' fabrication.quality control.storage.delivery.erection and bracing,consult ANSI/TM1 Qurray Criteria,051.89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avolable from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tartpa,FL 33610 • Job Truss Truss Type Qty Ply Elite Homes Marco res. 17287044 150954F F-6 Floor 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.630 s Jul 9 2015 Mmek Industries.Inc.Tue Jul 28 12:45:50 2015 Page 1 I D:pquZakFME2LtLtaT?HGh6Hz27uD-f V2jiBT2bDEg836aEGk6plgU?tf WmbAdVMmzR4ytYH? 1 2 1 1 2-8-0 II 1-10-0 I{x&9-11 1.8'8 1 D.kla • Scale=1:40.4 6x12= 3x8 FP= 4x8 11 208 11 3x6 FP= 8x8= as II 6x8 = 2x8 II 5x6 II 2x8 II 3x6 II 2x8 II 1.5x4= 4 1 2 3 4 5 8 7 8 9 10 1112 13 i 118 1. -1 ` 1_i il\ I , .\III 24 7 i r. ►� ►1 d EN 23 22 21 20 19 18 17 18 15 14 2x8 11 6x12= 3x8 FP= 5x8= 4x8 11 2x8 11 5x8= 3x8 FP= 8x8= 3x6 11 1 13-2-0 114-1-0 115-0-01 23-0-0 1 13-2-0 0-11-0 0-11-0 8-0-0 Plate Offsets(X.Y)— )]:0-3-0.Edge].[9:0.3-0.Edge].(13:0-3-0.Edge].[16:0.2-0.EdgeJ,[18:0-3-0.0-0-0].[19:0.3-0.Edae].120:0-3-8.Edge].[24:0-1-8.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.47 19-20 >586 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.83 19-20 >331 240 BCLL 0.0 Rep Stress Ina NO WB 0.61 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:183 lb FT=20%F,1196E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except BOT CHORD 2x4 SP No.2(flat)"Except" end verticals. 14-21,15-23:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 23=1365/0-5-8,14=1365/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=1350/0,1-2=-2874/0,2-3=-2904/0,3a4=2904/0,4-5=6443/0,5-6=6443/0, 6-7=6765/0,7-8=-6765/0,8-9=-6014/0,9.10=4915/0,10-11=4915/0,11-12=-4915/0 BOT CHORD 21-22=0/5035,20.21=0/5035,19-20=0/7073,18-19=0/6765,17-18=0/6765,16-17=0/6014, 15-16=0/3008,14-15=0/3010 WEBS 8-18=0/587,1-22=0/3127,2-22=332/0,4-22=-2301/0,4-20=0/1529,6-20=-684/0, 6-19=687/424,12-14=3212/0,12-16=0/2070,9-17=0/957,8-17=1617/0,9-16=1277/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including 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 3-10d(0.131"X 3")nails. Strorgbacks to ,,�I 1 1111j�, 4)CAUUT ON to notlls at their outebacl wells restrained by other means. ``,Ot QU I N ►/�� ,,,erect `�.` J•.V�CENS�••• •i'' No 68182• / . \,::.• • ft., E OF O i,,;"0 N A'' 'O's fl Joaquin Velez PE No.68182 MRek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 28,2015 1 A WARNING-Why design pnrameters and READ NOTES ON TINS AND INCLUDED AITTEK REFERANCE PAGE III-7473 nw.aJMtr5OfS BEFORE USE Design valid for we only with Mirek connectors.This design is based only upon parameters shown.and is for an irdMvMdual building component. Appicab8ty of design parameters and proper Incorporation of component is responsb8ty of buldIng designer-not fins designer.Bracing shown is to lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent brocirp of the overall structure is the responsibility of the building designer.For general guidance regarding M iTek' fabrication.quality control storage.deivery.erection and bracing.consult ANSI/1M1 Quality ciSeda,DS11$9 and/CSI Wing Componed 0904 Parke East Blvd. Safely Information avatable from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Eire Homes Marco res. T7287045 150854E F-7 Floor 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.830 s Jul 9 2015 Welt Industries,Inc.Tue Jul 28 12:45:51 2015 Page 1 ID:pquZakFME2LtLtaT?HGh6Hz27uD-7hc6vWUOAXMhmDlmo FLMWDfH IV2Qmk0WXZWytYH_ 1 2.8.0 1 1 2-8-0 ii 1-10-0 1W1 1 1-8-8 1 0.148 Scale=1:40.4 6x12= 3x8 FP= 4x8 11 2x8 11 303 FP= 6x8= 2x8 11 8x8 = 2x8 II 54 II 2x8 II 303 II 2x8 11 1.5x4 = 1 2 3 4 5 8 7 8 9 10 1112 13 I`.! 23 22 21 20 19 18 17 18 15 14 2x8 I I 8x12= 3 x 8 FP= 5 x 8= 4x6 1 1 2x8 I I 5x8= 3x8 FP= 6x8= 3x8 11 1 13-2-0 114-1-0 115-001 23-0-0 I 13-2-0 0-11-0 0-11-0 8-0-0 Plate Offsets(X.Y)- [7:0-3-0.Edge].[9:0.3-0.Edge].j13:0-3-0.Edge].[16:0-2-0-Edoe].L18:0-3-0.0-0-01[19:0-3-0.Edge].(20:0.3-8.Edge).[24:0-1-8.0.1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.47 19-20 >586 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.83 19-20 >331 240 BCLL 0.0 Rep Stress Ina NO WB 0.61 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:183 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc puffins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. 14-21,15-23:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 23=1365/0-5-8,14=1365/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-23=-1350/0,1-2=-2874/0,2-3=2904/0,3-4=-2904/0,4-5=6443/0,5 6-6443/0, 6-7=-6765/0,7-8=-6765/0,8-9=-6014/0,9.10=4915/0,10-11=4915/0,11-12=-4915/0 BOT CHORD 21-22=0/5035,20-21=0/5035,19-20=0/7073,18-19=0/6765,17-18=0/6765,16-17=0/6014, 15.16=0/3008,14-15=0/3010 WEBS 8-18=0/587,1-22=0/3127,2-22=-332/0,4-22=-2301/0,4-20=0/1529,6-20=-684/0, 6-19=-687/424,12-14=3212/0,12-16=0/2070,9-17=0/957,8-17=-1617/0,9-16=-1277/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks induding 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 3-10d(0.131"X 3")nails. Strongbacks to t i t(i 1 11 1 1 4)be attached I to no/erect trurss ebackwards restrained by other means. ,,,SOPQU 1 N 1/�� $4•s% . ''GEN, . �-' ° • \.,\ F i . ,, No 68182 / * . • '� ft, E OF :�. 1 . B'''ONA'v-00. Joaquin Velez PE No.68182 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 28,2015 1 • 0 WARNING-unary design pwamMers and READ NOTES ON TINS AND INCLUDED Mf7EX FRANCE PAGE M111-7473 rev.02/184015 BEFORE USE Design valid for use only with MBek connectors.This design B individual only upon parameters shown,and is for an inddual building component. - Appicabily of design parameters and proper incorporation of component is responsloily of buiding designer-not truss designer.Brochg shown Is for lateral support of individual web members only.Additional temporary brocing to insure stability during construction is the responsibility of the M iTek' erector.Additional permanent brocing of the overall structure is the responnbity of the budding designer.For general guidance reg 'ng fabrication.quality control storage.delivery.erection and bracing.consult ANSI/TPI1 Ovally Canada.DSS-89 and SCSI Building Component 8904 Parke East Blvd. Safely Information avaiable from Trim Plate Institute,781 N.Lee Street.Suite 312.Alexandria VA 22314. 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M� a 0 ° 00 a -39, O.m C �4, ° c a xm 0. o` m a � m -0 m° o -o n - f a n 3 w a -° coa a n ion rc o S. k.° o _m N- a as ? m `o'= 0 mc. 27 5 v,m (D F of oo a 0 m� ° °_ �0 3 a 3 j a �� m� 0 7 n C- o5'73 a p_ m a 6 (° 3. m 0 ma =m a 3 a a Nm mm m a ° m< mo N g° m o m co a2 o 0 3 m`1 (D Z a 7•m 3 1 K O o- rt m M N