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2346 W OCEANFOREST DR DOCS REMODEL ADDTION 2016 (,, s CITY OF ATLANTIC BEACH �� ; �..W- � � 800 SEMINOLE ROAD . O ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247 -5814 JOB INFORMATION: Job ID: 16 -RADD -505 Job Type: RESIDENTIAL ADDITION Description: REMODEL/ ADDTION Estimated Value: $150,000.00 Issue Date: 4/8/2016 Expiration Date: 10/15/2016 PROPERTY ADDRESS: Address: 2346 W OCEANFOREST DR RE Number: 169463 -1564 PROPERTY OWNER: Name: CARELLA KENNETH R & MARGARET R, * Address: 2349 W OCEANFOREST DR GENERAL CONTRACTOR INFORMATION: Name: BO -OT CONSTRUCTION SERVICES Address: 2341 WINDCHIME DR QA CELERINO TADIFA BOOT, JR Phone: - - PERMIT INFORMATION: PUBLIC WORKS: UTILITY DEPT.: 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 silt must remain on -site during construction. If on -site storage is required, a post construction topographic survey documenting proper construction will be required. 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 Sunshine Recycling.) Full right -of -way restoration, including sod, is required. Remain out of utility easement. FEES: ENG REV RESIDENTIAL BLD $100.00 B �d�S}}V FE QS Y IN ACCORDANCE /1 I_All, CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA 31 b.UU yL`J ,w ) e CITY OF ATLANTIC BEACH 4 's l 800 SEMINOLE ROAD ' J ,' ;_r, ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 J13l9 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $630.00 STATE DCA SURCHARGE $9.45 STATE DBPR SURCHARGE $9.45 Total Payments: $1,113.90 i PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. , \ a` - CITY OF ATLANTIC BEACH j= � s 800 Seminole Road e J Atlantic Beach, Florida 32233 ,, , . , r FILE copy Telephone (904) 247 -5800 FAX (904) 247 -5845 ��J�1 > REVISION REQUEST SHEET Date: ` 3 — la / Received by: Resubmitted: Permit Number: / Original Plans Examiner: Project Name: C, (/ - Project Address: a 3 t/(, ©cg4 -, for. s '7 - A2 - A- 1 -1 ,, f r,- 'r,Se4G -. _..-1 Contractor: f3O 1 Ca Si7Lutha ., , rr ev Contact Name: Lg ,i p y odor Contact Phone : 90 [ - 3/h, 30 , it Contact e-mail: Revision / Plan Check / Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: STK L � /& /7 g7 `r Aff fl ( 4 / v, N tows 7- lDdoK C z t r, ,, s � C 22 Gt° rl e-k 7 ee 1/h f k 9 e F 1 - Jyd� CG r' VG7yd vri� / /�3Yi c.E ( . (f is f( cN 7 Si`ve. A /r S T- / - Additional Increase in Building Value: $ -- Additional S.F. Site Plan Revised: Public W / U Approval: By signing below. I (print name)__C74,4 rtj ( /_ et7 ?/) 1 e f 3 ( - affirm that the above revision is inclusive of th j,, . hanges. ar.".°1 _?— -- 16 Signature of Con actor / Agent (Contractor must sign if increase in valuation) Date Office Use Only Date 3/ /5/ /6 Approved: X Rejected: Notified by : Plan Review Comments: ' (V er, ( ; -0 •r C•rn0)laAf -f .. '!1//.11t>r" j ;1 114 1t � LI 11111 ■ ......... t review required Yes, No Building f � C'--P nning & Zoning Tree Administrator Plans Examiner Public Works Public Utilities 34/ 16 Public Safety Fire Services Date Created8 /20/15 Rev 2 IP '- BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH r" f 800 Seminole Road, Atlantic Beach, FL 32233 FILE C -" , Office (904) 247-5826 Fax (904) 247 -5845 Job Address: X b OGt,c5 ST ,R- c 33 Permit Number: /, R,4j')' s?'g Legal Description tD 0 CE ( Parcel # Su ✓r..J F oor • red o .Ft. q. Valuation of Work $�SO p0;k Proposed Work heated /cooled a 8'3 a n �l t on - heated /cooled `� . � ie1 Class of Work (circle one): New CA Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial • esidentia 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: R OOkr1 / pi 4 Stit , , �p j 0 win) ited e p 4-6 S e - Property Owner Information: Name: Kt.& A nt t� G�REta-A- Address: 9.3 6 c,C� City 41- ,.., Stater/ Zip 312.S? Phone � ti4� E -Mail or Fax # (Optional) K t. ct�cLC.k g� �— 7 � � 3 fi Y-� S -�?S.? 7 �Lur+- pk �� l -- Cork Contractor Information: CONTRACTOR EMAIL ADDRESS: boo fiCiS'-i e Company Name: 0 (9-0 T ( c -} nj �f 61.... Seeitii Gel di G Qualifying Agent: Ce fQ.�i� (Ler.y) T 3��SOZ- Address: am U /i•-1DCl4iK-re DEL Cit ;T44x Office Phone ..�- Job Site/ Contact Number State T/ Zip a Li State Certification/Registration # C' C- /d531 - 3 w Y -3f b -3 U 5 F ax # Architect Name & Phone # ' t co- — he., Son a . 3/ - , . Engineer's Name & Phone # Ua--12- 4- & P2&, 90 r , .A 7d 9 y t�' liat , S,93Y Fee Simple Title Holder Name and Address ' ,S ' Bonding Company Name and Address Mortgage Lender Name and Address and 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 void if k is m co mmenced withinl bx (6) nonths, or co struction or ork is suspended i or abandoned for this of six ( months at any n y time after work is commenced. I understand that separate permits must be secured for ElectricalWork, 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 a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work 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 any other federal, state, or ocal law re iila 'ng construction or the performance of construction. Signature of Owner ...e.,4 Signature g of Contract 'rint Name ' erg RCriyaccit Print Name C— Jek- kV r i - 5COT — 3efore his /'Day of /IA-1- _ . :f' , C ef• .i , If d , '' S1 Y p 4 �� TCHESON - �t ay o f %f, i• 20 � - . .... r otary Public . :, Statc of Florida , ` , Totary Public s i,n�7 . ; u. � . � t � �� 06, Commii # EE 839671 sson y, p: t. • 1 C 111 ��' % °,,� Bonded Through National Notary Ass ��'�� r Revised 01.26.10 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: //i 3/04 Development Size Habitable Space A$3 S, r; Non - Habitable Impervious area Miscellaneous Information Occupancy Group _ Type of Construction Number of Stories Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions /Comments: F!!E COPY Oceanwalk association, Inc "A Deed restricted community" Signature Realty & Management 1301 -A Penman Rd, Jacksonville Beach, FL 32250 0: 904 -241 -5221 x 116 F: 904 - 241 -3581 -ARC Approval - September 17 , 2015 Ken and Margaret Carella 2346 Oceanforest Drive West Atlantic Beach, FL 32233 Ken and Margaret, Please allow me to introduce myself. I am your new community association manager on behalf of Oceanwalk Association, Inc. I am at your service and ready to provide assistance in a community related matter. Per ARC Meeting on July 28, 2015, your request was approved as submitted for: Room and porch addition, driveway configuration change and driveway surface change. Thank you in advance for your support of Oceanwalk. Sincerely, Michele Richey -M. in, CAM Manager On behalf of the Board mricheymartin @srmifl.com Cc: Owner file J� 1 �� CITY OF ATLANTIC BEACH ' � ' a ts 800 Seminole Road FILE copy Atlantic Beach, Florida 32233 J Telephone (904) 247 -5800 FAX (904) 247 -5845 REVISION REQUEST SHEET Date: Received by: Resubmitted: Permit Number: Original Plans Examiner: Project Name: C4 e il /�t Project Address: a3 (. © C 2 69,teS-r 1- 6,,,P S - Contractor: e. t, r Contact Name: Gp � , g Contact Phone : °/O (1-3/(0 -302 Contact e -mail: ?, n� f c a. 4-0 G , Revision / Plan Check / Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: S e- i SI l • — i1', , ,Gds 17. 11 Additional Increase in Building Value: $ MAR 4 21 Lij Additi Site Plan Revised: Public W / U Appro .al: By signing below. I (print name) Ceie �y� ( e,� 77 77 t affirm is inclusive of the proposed changes. �' 3 affirm that the above revision Signature of Contractor / Agent (Contractor must sign if increase in valuation) Date Office Use Only Date: 3P//6 Approved: x Rejected: Notified by : Plan Review Comments: , /?rov 'ed y5 $ "bm,, h ' c a ref ent review required Yes No Building fy� Planning & Zoning / ' Tree Administrator Public Works Plans Examiner Public Utilities ,06 Public Safety Fire Services Date Created 8 /20/15 Rev 2 • MAP SHOWING A SURVEY OF LOT 32, OCEANWALK UNIT FOUR, AS RECORDED IN PLAT BOOK 42. PAGES 18, 18A, 18B AND 18C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA • OCEANFOREST DRIVE WEST . (VARIBLE WIDTH RIGHT -OF -WAY) (PAVED) • F COPY CHORD BEARING— NO3'03'21 "E �" ! 30 CHORD DIST= 60.00' SCALE. 1 59.63'(F ELD) 1100 •J00. 0 ' 01 "W RADIUS= 476.94' 30.26 (F►ELD) LENGTH= 60.04' N 00•33'01 " w FOUND 1/2" A=712'46" FOUND 1/2" IRON PIPE 30 00 IRON PIPE "RLS4144' "NO CA• - - ��FOUND 1/2" I c � I IRON PIPE o0 O "NO CAP" M rt21 1 - Ej -(3. 7 ° ---2-.7---111.0' �- I w o COH R ° I A / c , I t w n 01 0 0 o a s ° . • r, I 0 4 v r i U i CL" I w LOT ^ 8 9, 12.s' 1-4. (i.o' F _ LO T 31 . 6.6.6 b _ 2" ^ MD u l -N-:in 1 a - ' 33 aN 6.6' . o CV a Iii N O NE STORY - a "'r N FRAME /STUCCO G L1.1 Z 12 to RESIDENCE CC 2 d 00 POSTED 2346' 'O 12.0' :- 01 n i 1 • 7 .9 ' ' a 14.3' --- c x ',8.1■ •� 1 a. �SCP.�[i1CU : .r N O FOUND 1/2" ij zei. 1 7.6' . I CO w IRON PIPE I W "LB3624" 1/45 in A ( w r a 42.19'(TRAVERSE LINE ONLI) b P 6 '+ S24'a4' 17 "W N L f � ) I +. S OUND 1/2" v 4, IRON PIPE / rr "L83624" 6, • /� F FOUND 1/2" 0 IR REBAR i y, "NO CAP" '1" / 401 1 r , , rAPPROXIIMiATETOP OF BANK rQ ( ice- APPROXIMATE TOP ( 1. BANK NOTES: � r 1.).THIS IS A BOUNDARY SURVEY. BASED ON THE SOUTHERLY ;LINE OF LOT 32, BEING SOUTH 82'27'59" i EAST, AS PER PLAT. 3)NO BUILDING RESTRICTION LINE PER PLAT THIS SURVEY WAS MADE FOR THE BENEFIT OF • JULIUS MONTAGNA; THE PROPERTY SHOWN HEREON APPEARS TINEKE MONTAGNA; TO LIE IN FLOOD ZONE "X" AS WELL AS FIDELITY TITLE INSURANCE; CAN BE DETERMINED FROM THE FLOOD BEACHES TITLE SERVICES,LLC. INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANCTIC BEACH, DUVAL COUNTY, FLORIDA. FLA. DON. ii BOATWRIGHT, = P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LIC• SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 SURVEYOR AND MAPPER." CHECKED BY: `.✓ BOATWRIGHT LAND SURVEYORS, 1NC_ DATE: APRIL -13 -2007 DRAWN BY: CRT 1500 ROBERTS DRIVE - FILE #: 2007 -350 JACKSONVILLE BEACH, FLORIDA 241 -8550 SHEET J OF 1 , ,-; , •-- r -- _. • MAP SHOWING A SURVEY OF LOT 32, OCEANWALK UNIT FOUR, AS RECORDED IN PLAT BOOK 42, PAGES 18, 18A, 18B AND 18C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA OCEAN FOREST DRIVE WEST . (VARIBLE WIDTH RIGHT —OF —WAY) (PAVED) • • • „ �� CHORD BEARING =NO3'03'21 "E CHORD DIST= 60.00' I N SCALE: 1" - 30 - l.tn�"59'14"E 59 63'(F:ELD) _� Woo'30 07 VJ RADIUS= 476.94' • • 30.26' (FIELD) LENGTH= 60.04' W N 3 FOUND 1/2 A=712'46" " N00 • 'O � FOUND 1/2" IRON PIPE 30.00 IRON PIPE "RLS4144" "NO CA'" - - S c FOUND 1/2" 1 IRON PIPE ----- "NO CAP" M tni ° / 0 0) r o ° - 21. 111 d w i. 00 _( 0 CONCRETE'q)R1VCa ° I 4 1-- I ti ) I \ Q) c in p /C 07 m . p PAD o «. n 0 LOT 4 � n U _ W _ � t.a• 1.0' 'n �' 1 � �; 8 12.5' LOT 31 � .o�'� ' 10.8 o -s -- N ^% 32" 1 1 CL I -' 33 U_ a.l O N " ONE STORY co -- W I Q' .f -- FRAME /STUCCO C• Z Z RESIDENCE 0= L Q POSTED 2346' ' 12.0' - c7 [L' co W rj • z 7.9' , p , 14.3' (C. I 0 \'•r.t' y .,..•. - ri ) 16 ' . ^ 1 f, N o • _ �' ^ i N FOUND 1/2" 17. 7.6' 'o a, W IRON PIPE "L63624" \, M ` I �e(4) I1' � � 4� V w i s 42.19 '`St_ LRSJ 014L , ) 61 NC) SZ4 '44'17' W I) I N '' N SOUND 1/2" IRON PIPE / "LB3624" 6 FOU 1/2" o IR �• L I "NO� REBAR CAP" (i 4) Ti i Nr• 1 APPROXIMATETOP OF BANK: I r U ,� I �_— APPROXIMATE TOP OF BANk NOTES: 6 / 1)THIS IS A BOUNDARY SURVEY. J t)BEARINGS BASED ON THE SOUTHERLY 1 LINE OF LOT 32, BEING SOUTH 82'27'59" __ _. EAST, AS PER PLAT. 3)N0 BUILDING RESTRICTION LINE PER PLAT THIS SURVEY WAS MADE FOR THE BENEFIT OF JULIUS MONTAGNA; THE PROPERTY SHOWN HEREON APPEARS TINEKE MONTAGNA; TO LIE IN FLOOD ZONE "X" AS WELL AS FIDELITY TITLE INSURANCE; CAN BE DETERMINED FROM THE FLOOD BEACHES TITLE SERVICES,LLC. INSURANCE RATE MAP COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1 1989 FOR THE CITY OF ATLANCTIC BEACH, . DUVAL COUNTY, FLORIDA. DON . . BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 SURVEYOR AND MAPPER." CHECKED BY: Z,A BOATWRIGHT LAND SURVEYORS, iNC. DATE: APRIL -13 -2007 DRAWN BY: CRT 1500 ROBERTS DRIVE SHEET�OF ]_ FILE #: 2007 -350 JACKSONVILLE BEACH, FLORIDA 241 1 H U \1 { I : 111 i / 1 rn Ya X Z �rnr Z )...-'° � >.�' I 1 0 1 I( D _ z D c �1 rn 7' �c `N a, D 11 .� rn 71771 c 1 c 1 _ o /� V\ D z 7 0 0 N ((� 0 rn ' o a 7 _R '!: O Q / I II 0 z III) '' ' -o M 7 ,-; m 0 L 13 \ <, \\ \ \ I f \ . I I I , \ 1 ' , ! I 1 i� i k ...... 1 1 41/1.‘'il i s.. \ Q' I \ ____ \ • .►, I..: � 6. •i. • • •:4 ... • i : ,. C •• a •+ ' w I •': . • i ' • Z • Vlib 0 R L_s_\, " • ... : . ,, .... ' 4 • .. .. • , 7 V. o v. z 1 • s ' • • rn ;' 1 , IP• t 2 N . : ■ A I ! 1 • l \ I • i ■ I OE.AN ff0 - �T PRIVE WI=T XI3 3 % \46 E "SE LINE r \ c \ _ \\. N■N- r- J . CITY OF ATLANTIC BEACH Vs 800 Seminole Road i s) Atlantic Beach, Florida 32233 J V Telephone (904) 247 -5800 FAX (904) 247 -5845 <,.____'':,/,DP19t REVISION REQUEST SHEET Date: L /' —76 Received b Permit Number: y Resubmitted: Original Plans Examiner: Project Zlbkame: • Project Address: 1 C 497-1 6,v r' i I) _ �i Contractor: / —Cr - 7'n JL f � �y CAS Contact Name: h.,. 4, * / Contact Phone : d' -3 /E - 3e jrc Contact e -mail: 4, - ) y- Revision / Plan Check / Permit Fee (s) Due: $ ' l nN Description of Proposed Revision to Existing Permit: - -Z . Al in. ( CIS' Additional Increase in Building Value: $ Site Plan Revised: Additional S.F. Public W / U Approval: By signing below. I (print name) _ ? ' a , 6) ��ilo � I ` is inclusive o the proposed changes. affirm that the above revision Signature of Contractor / Agent (Contractor must sign if increase in valuation) Date Office Use Only Date: ..i � Approve ( P C 2 D M ` v Rejected: � _ � � V tit Plan Review Comments: dPR 6 2016 ■Naiiii IA 1- I Department review required Yes No Planning & Zotrinq _ .!�/,7 _ / _ d rnfnistratorr— Public orks� Plans Examiner Jublic Utilities Safety :ire Services Date Created 8/20/15 Rev. 2 ,.,51_ `y. City of Atlantic Beach b ' , 11 Building Department�TE APPLICATION NUMBER 800_ Seminole Road V (To-be assigned- by-the 6thidmDepartment.) Atlantic Beach, Florida 32233 -544 ' 206 6 _ Q _ Phone (904) 247 -5826 • Fax (904)3 7 -5845 /`- R 1 1J -,01110.- Email: building-dept@coab.us _ City web -site: http: / /www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: (3?- ef Q 5r -+ , ® - ent review required Yes No Applicant: j D - or / �D 1 . 4 =-- nin. /� U 'tanning & Zonin• ee • is ra or Project: Ak0 -- I �i 141 �" is ► ►or' ma=1 , 0 „ = „„„ 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 M in Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. [Denied. (Circle one.) Comments: J BUILDING �� wh " " CO'��V�/ PLANNING & ZONING _ Reviewed by: TREE ADMIN. ate:., , Second Review: Ligpproved as revised. ['Denied. PUBLIC WORKS Comments: Job "led 6y(0,e, PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. Denied. Comments: Reviewed by: Date: ised 07/27/10 �; CITY O ANTIC BEACH s 1 800 Seminole Road 0 Atlantic Beach, Florida 32233 J y Telephone (904) 247 -5800 FAX (904) 247 -5845 REVISION REQUEST SKEET Date: _ 1 Received b Permit Number: y Resubmitted: Original Plans Ex. s ' er: Project ame: Project Address: L C -rot p —,,h10 " i ` / , Contractor: / ,,y .—Cr , �rz ✓c se ; [eS Contact Name: n n Contact Phone : Q -316- ?O ♦ / Revision / Plan Check / Permit Fee (s) Due: Contact e - mail: C ,� -�- over. Description of Proposed Revision to Existing Permit: ms s, ✓ io / %,q/tif r MNIMIMIEMIAM t / i,•-th I ,lam . . `_ n 1 IIICK - - _ .ter; 141-/5 Additional Increase in Building Value: $ Site Plan Revised: Additional S.F. Public W / U Approval: By signing below. I (print name) � � � � � �t�,, � d, —7- "� • is inclusive o the proposed changes. affirm that the above revision Signa re of Contractor / Agent (Contractor Date must sign if increase in valuation) ' � . `/� te Office Use Only Date: Approved: Rejected: Notified by Plan Review Comments: gra AM. • A . ,. V p q. ent review required Yes No P lanning & o P _ Public orks —� Plans Examiner public Utilities '` tslic Safety' _- 'ire Services Date Created 8/20/15 Rev. 2 VERA GREEN, p. e. structural engineer 224 roscoe boulevard north ponce vedra beach, Florida 32082 FILE COP Y Structural Note Client: Mr. and Mrs. Carella Property Address: 2346 Oceanforest Drive West, Atlantic Beach, FL Project name: Interior remodel and addition Date: March 8, 2016 This is to verify that the structural design of the residential remodel and the structural design of new roof top deck were designed in accordance with FBC 2014. FBC 2014, existing buildings, provides a description for levels of alteration. This remodel and addition would qualify under Alteration level 2: reconfiguration of space, reconfiguration or extension of any system, or installation of any additional equipment. The structural design provisions comply with ch.7 and 8 and are based on FBC 2014 and ASCE7 -10. Do not hesitate to contact me, should you require additional information. Sincerely, �� , � m VERA s � I li, `�.�` Vera Green, P.E., Structural Engineer �� •.•• C •• 09 32 0 0. T • S T q ' *— ti) : S•O C ••• IL ENG\.' 4161014. - 3.8.20;0 904.270.9189 vera @veragreen.us 0 rLy :rJ � , CITY OF ATLANTIC BEACH FILE COPY c I' `; , Buil Department • r z , „ J 800 Seminole Road j V e Atlantic Beach, Florida 32233 (904) 247 -5800 d. 4J131J PLAN REVIEW COMMENTS Permit Application # /6 - g Apo- $'o Property Address: G 2 3 y`6 4 c ea n k2,,,,L i2e'' (Je / 4 Applicant: / - 0 r Gvn sfi act /Q i) Project: Ke 'VI O o/e / /44 7'vjiar This permit application has been: Approved /7-1 3//5 //G Pg( Reviewed a d the following items need attention: C t, ■ , - 94 G 3/ w r de/, P s 1../ v Q y0 r c> i - ,,. Roc, 3//o/ /6 /" i rQUa f• l' i i � • - m - '' V 4 - r S/�At Li My It P if / / e -. - me o o CuA S rvc ion Com,l%anC2 a R d f7 h ra /ioY, L-eve` -rro go /(1 Ex, )775 /31.. /66Y13 Co o/-e rI M EC,/i /to-n. /J s'ki0 r kac a k■v -)A 415 rreo/ Spa /ea/ 1-e/le 1/c>rrn P/'7/iY1-"tlt o i / Peco of Copi -S i 4A4 tvv! be a iheAft; v lans . Pre ra (,) rb e or, -/ / A•. ./ A n S Cavov et - i i 4- -e v.i_ tii' .eC 3 D rn E 717 o t / )-e1 1PFv e I. Cu .1 vv 4" z li JJ ff, A/ /79 Please re- submit your application when these items have been completed. Reviewed By: "Iii Date: 3171/C 1 . except to provide privacy to the Property. (c) Preservation of E Rights. Specific refer- e reserved nce is made to the e fe Ce h wall, or other improvements co in this Declaration. No that interfere with d or maintain s in in these easement areas. constructed, installed Any improvements or landscaping located in these easement areas are subject to removal at h ee e xf ens ease ent Owner of e of the the Lot when requested by the grantee Setback Lines. To assure that location so dwellings will be staggered where practical and appropriate, that the maximum amount of view and breeze b wi beea available egtod each tde ing and that the structures will ht to control pography of each Lot, the A.R.C. shall e t r a g d location of absolutely and to solely decide the p any dwelling or other structure upon all Lots, subject t t o a compl d - ship, the regulations. Without a showing fide ance with zoning he A.R.C. shall not app rove set -backs less then thirty - sh (35) feet from the front lot line, twenty (20) feet from side street lot lines, twenty (20) fee so reandlotelines or the (7 t of the bank for Lakefront Lots, for side lot lines. Developer reserves u the right ts e st ab lis h specific setback lines applicable to any perty. 3.7 parking Restrictions and Gar. es. (a) Unless and until the Association promul- Parkin gates rules and regulations expressly authorizing the park - ing, storage, or repair, of boats, trailers, recreational ve- hicles, or other vehicles, no vehicle, boat, or trailer may be parked, stored, or repaired, anywhere within the Property except that functional passenger automobiles, vans, motor - and trucks of one -half ton capacity or less (collec cycles, tively, "Permitted Vehicles ") may be parked in those areas described in this paragraph. Boats, trailers and Y tbherparhi- cles that are not Permitted Vehicles regularly be only in the garage of a Unit. Permitted Vehicles may be parked only within a garage of a Unit or in the driveway. parking places may be constructed on any Lot, except as con - structed in accordance with approved plans and specifica permitted Vehicles with tions. Commercial vehicles or any ublic view with advertising thereon shall not be parked within p on a regular basis. No part of the Common Areas or of the p_ The lic right -of -ways shall be regularly used for parking. the foregoing restrictions in any Association may enforce t , lawful manner, including the imposition of reason utii- reasonable, in form fines for willful or repeated iolations. servicing in this paragraph prohibits the emergency of permitted Vehicles, so long as such repair or servicing is completed within 48 hours. No garage shall be permanently enclosed (b ) Garages. approval of or another the converted to s shall be permitted. All - Units must be A.R.C. No c P attached or detached which shall be constructed with g araged at laces with a minimum of 180 contain at least two parking places for the narking of square feet of usable space appropriate must have electric door Permitted Vehicles. All garages openers which shall be maintained sen a Garage e: trances shall sh be kept closed when not s 01.A -i-, City of Atlantic Beach APPLICATION NUMBER J `�� 8OOSemmole Road - Buildin g Department T v {To reassigned by ir Build epartment.) r / -w� Atlantic Beach, Florida 32233 -5445 MAR 0 2 4 016 l (0 _ ,�iD1�,� - ,("� u ` - Phone (904) 247 -5826 • Fax (904)l)�?F845 i ��.J "`"`0100 E -mail: building- dept @coab.us {= - Date routed: Air / City web site: http: / /www.coab.us -- --- , Amor - APPLICATION REVIEW AND TRACKING FORM .a3 Property Address: 16 Oef!7? r D a 1ent review required q Yes No Applicant: JO - 0 6/79 i f ' anning & Zonin. ee ' • is ra or == Project: »—,o o),-j _ is ► ror . _ Ruble - Fire Services .- Review fee $ 2-f 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: API;LICATION STATUS Reviewing Department First Review: Approved. (Circle one.) Comments: Denied. BUILDING PLANNING & ZONING ' 1/- k.....4......--- /.., Reviewed by: �„ TREE ADMIN. r -" y Second Review: UApproved as revised. UDenied. �' C ORK` Comments: i 'UBLIC UT ITIE 3— —lso PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: 1 (Approved as revised. Denied. Comments: Reviewed by: Date: ised 07/27/10 „0... pr City of Atlantic Beach APPLICATION NUMBER d : :., , t, Building Department � (To bessig e uifdmg bepartment.) 4 , � s) : a i emmo e Road x Atlantic Beach, Florida 32233-5445 J 6' - , 42) - sk� Phone (904) 247 -5826 • Fax (904) 247 -5845 SA” Mir E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM 3 Property Address: 16 6 C f 17'l ti �' £S r r I - s - , ent review required V No 1�;.�,n111R1 �.� Applicant: 1Q - or 64.9 � M anning & Zoning ptitt.0 ,�,, // �ee � •m is ra or Project: cid 4/i .. is nor mig 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: roved. 1 (Denied. (Circle one.) Comments: BUILDING PLAN G & ZONING r[ �/ V/ 5/16 Reviewed by: / Date: TREE ADMIN. Second Review: 'Approved as revised. 1 'Denied. D PUBLIC WORKS Comments: PUBLIC UTILITIES • PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I 'Approved as revised. 1 Denied. Comments: Reviewed by: Date: Revised 07/27/10 ` %-t!'`j�1 '� � c City of Atlantic Beach APPLICATION NUMBER Ea -- (To - be - assigned - by - the t3wldin D ,� 800 Seminole Road g apartment.) j _ �� r t� -- . Atl antic Beach, Florida 32233 -5445 6-40)_ _ SQ Phone (904) 247 -5826 • Fax (904) 247 -5845 AV /. ` ..0100) E -mail: building- dept @coab.us Date routed: _ City web -site: http: / /www.coab.us ammo. - APPLICATION REVIEW AND TRACKING FORM f Property Address: a3 6 D ef QriST .),- r;;i ent review required Yes No Applicant: JO - 07 ( 1---6 ' fanning & Zoning _ - �l // ee . is ra or -- Project: A�10 GY � 4 ,)-7 - • • is ►ro 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: 1 Approved. AtDenied. (Circle one.) Comments: „5/4, l ,cpk BUILDING PLANNING & ZONING � ' Reviewed lo / Date: 3/0//‘ TREE ADMIN. Second Review: MApproved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:- ...• £— — Date: .0. i4‘ FIRE SERVICES Third Review: i !Approved as revised. I !Denied. Comments: Reviewed by: Date: ised 07/27/10 ,r-,0.,,,,,f , TREE & VEGETATION AFFIDAVIT 1 * , City of Atlantic Beach Department of Community Development - Planning & Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 O; >19 PERMIT # (P) 904 247 -5800 (F) 904 247 -5845 SECTION I - APPLICANT INFORMATION r ✓Owner(s) (- Legal Authorized Agent* NAME OF APPLICANT ryiA('o if ��e.L. 61,4-€C1,411 NAME OF COMPANY n _ 0 e* vM$ u cTI p (Lb-NNA1/4, -- "gi.7() i ADDRESS OF COMPANY '3.4 1 l l , N , C ( M t D -C l.escr k v , LL l L 3" )3 ' `{ PHONE goy 3 1 ( N )y CELL jdYr G EMAIL a)01 N SM C f4v L. C-o■^-N CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION 11- SITE INFORMATION STREET ADDRESS OF PROPERTY , 9,3 t_k v 0 c . rvr S ( 't Lk S I If an address has not been assigned to this property, contact the AB Building Department at (904) 247 -5826 to request an address. LEGAL DESCRIPTION LOT 3'4_ BLOCK y SUBDIVISION Cf. •'k.`t k4s IIC.-l� REAL ESTATE NUMBER k 6c L\ 6 s) 5 6 t-f R LOT OR PARCEL SIZE: SQ FT , 3 AC RESIDENTIAL t/ COMMERCIAL OTHER (SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and /or I have participated in a pre - application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be •amaged, destroyed and /or removed from the above- descri d' ent perties in conjunction with this p •j • • . SIGNA E OF OWNER SIGN • TURE Oie WNER / Signed and sworn before me on this] elay of ma d , c ). 0 /6, by State of F/Ui –t WA- kjeA/A�7 ` (ie. "- County of Q vi,-,-/ Identification verified: Oat s • , ri E soo ra No ri' ,,,„ ALLISON M. HU "Y P - Notary Public State FI � » . of My Ex fir 28 671 Notary Signature 7 :1— M Co mm . es Dec 839 EE 839 " . ss ; lira Commi # Assn � gonded Throussion g h National Notary j ;g; F My Commission expires: �� -E' " , _2-,f 2-e/ R - ' BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: X b OCt4fj(i "N.- tt,t-C ( 64?›, I-L 3Zt33 Permit Number: Legal Description a • C - • k l i Parcel # Suiz - oor Area of q.Ft. T�+ Gl1 0 Valuation of Work $/ Ci (.' e Proposed Work heated /cooled a non heated /cooled q � V fGl Class of Work (circle one): New , ddition Alteration Repair Move Demolition pool /spa window /door Use of existing /proposed structure(s) (circle one): Commercial fire sprinkler system installed? (Circle one): • esidentia If an existing structure, is a p Y N /A Florida Product Approval #, For multiple products use product approval form Describe in detail the type of work to be performed: • r di 41.444 5'6 . o 4,711,? 1071) c I 'e c ,te . Property Owner Information° Name: 14.4.3. A M a i CARELAA Address: a34(6 i1.4j r City 41 c... T.. Stater-I Zip 3,1.2. S? Phone go4' - ; A 3 7 --o y- • S - . 2 E -Mail or Fax # (Optional) K 44as.c.La €Lo -p 1<1 CO VE Contractor Information: CONTRACTOR EMAIL ADDRESS: boot t ci. se, f- /2 ( O , sy, Company Name: PC ) ' T s'f lL.'c 1 '-. Qualifying Address: ; y � ; ,✓; .� i�c -l�. � �r �f2 Q fymg Agent: C� It? ►� i,� a e,�,� y� 77 > �,, � .� � City Office Phone �" :T4 c State P7 Zip S . a A N Job Site/ Contact Number fo y . -31 t, -3 ( __ __ Fax # State Certification /Registration # C i' C:- / k 5 3 1 :' 3" Architect Name & Phone # A•--r 40- ti 04,,.sen ,CL , 3i. ,y36 • Engineer's Name & Phone # "4:-:112. - '0 fi O .., 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 tine after work is commenced I 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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. hereby 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 pe of work will be complied with whether specified herein or not. The granting of a permit does not presu,ne to give authority to violate or cancel the •ovisions of any other federal, state, or ocal law re ula ng construction or the performance of construction. gnature of Owner , — _1 / Signature of Contract int Name cow...ELLA Print Name II for�e ryt • . -- ..3 y :. a G '�. r cFiesor•, of Flo ef y t ay of / i� �. 20 f S,L! r C h* '_ otary P - St atc r id,: , , taryy Public �� :, .� `� � t- :` Commission # EE 839671 Lit C ' '' ,� Uf f'�' ��` Bonded Through National Notary Asir: Rev,carl 01 14 1 41- - ' . ' . . . ' * 1 . ''' ' ' '''.1 111 ''''''' ' . . . ir I* ' ' . .. ' . ''6 . ' ' . * ' t 1/4:1 1 1:74:411 . ' . 44; , , . . ' 4' ''''C i. r ' k sa_f K _... , r z r / ' + *� ' ' 4 i $ - ".*: i , ," . 40111,"' le • k„7 • - 4 111t II 4/ L. P .2 '7.. :I •••• r ` a 11i • j i 1 r r A w n t't.. { +' f• 1 i Mg } . . y b �, I f i - - .. / . , x \ — . ,,k.... Is* yti, : s 3 ► } iipt'.'":.":"', li -4- .', . 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Bill Bill Ebert, AIA Ebert Norman Brady Architects 1361 13th Avenue South, Suite 230 Jacksonville Beach, Florida 32250 Phone 904.241.9997 Fax 904.241.7526 www.enbarchitects.com From: Ken Carella [mailto:kcarella @ loadking.com] Sent: Thursday, March 17, 2016 12:26 PM To: William Ebert Cc: Margaret (rosealia@bellsouth.net) Subject: Carella Plans Bill, Hope you and Cindy are doing well. Please see A -1 site plan, the city planner claims that the property line on the north side of the house which extends into the lake is the "back" property line and there needs to be a 20 ft set back from that line. Our Architect considered that area to be a 7 -1/2 ft set back as is on the side of the house. She used the Traverse line as the 20 ft set -back for the back of the house, as was described on our original set of building "as built" plans from 1991. So you can see why we are confused. Let me know if you have any other questions, or if you know of any other situations like this in Oceanwalk that have a similar corner pie shaped lot and building issues as a result. Thanks for taking a look at this. Ken Ken Carella Executive Director of Manufacturing & Supply Chain <image001.png> Mobile: 904.755.2237 1 Main: 904.354.8882 Direct 904.633.6950 1357 West Beaver Street 1 Jacksonville, FL 32209 www.loadking.com All information contained in, attached to and disclosed by this document is considered confidential and proprietary to Load King Mfg. Company. All design, manufacturing, use, reproduction and sales rights 2 v. .a o bA LLJI 5 I � . 0. = \ O .'fie Q� i U - -1' — a - -0 N �� V U 0 °� N - a • - moo H a 0, w - o - -- . 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ON = ISM 1 1 :(aquosap) = 33 99'0 = 013 :106 09 1 = suolle0 69 = 33 :1e 04 epang see 1 = d3 06'0 = 013 :106 09 — 0 1 N = suope0 76'0 = d3 :106 04 L 1 9V03VN Lq palinbaJ pJepuels leJap84 wnwlwm :(0014 a6eio4s) walsls 6uge011 JaleM :J0 1 = 3l1V %59 3f1dV pazpaineam- uou'0oeum4I!0 1 / = 3 ldV %09 3fldV pazua41e0m -uou '930wn4 880 12ULt -5 I: a = ddSH (9l /L /L to so) Z'S 3dSH '(9411 /l 0-101 L ddSH q /f48 000'59 5 dwnd leaH 9 V33VN , q pagnba, pJepue)S 10Japal wnwluyp :10048/8 6ugeaH 1 (L L) "7'£040 50 14 0 1 339 -10440 =2333 ((E)£'Z'£040 0 14 0 1 01oi1) 2133 OVld - 110n wood 1 6u 4. 1--x 3. -=),193S 0 EL 21339 Wn;B 000`99 5 wals/s 1e14u00 ' Aq pannboi piepuels leiapaj wnwlul9q :100;8,(8 6uluon!Puoo JV 1 :uolleoo coeds pauoglpuoo UI ale IIHV pue sl3np 1104! paonbaJ 408 ;sal coeds pauolllpuoo w s43n0 1 ❑ oN 0 SaA ,p040044 410d81 4831 .4.S 004 /101 E 5 360,100118401 4504 ul -46noH ' 4' L /wp = a6e,leal le4ol - 4's 004 /wp 4 5 060;;00; 10101 :;sal u0n3n9su034sod ;sal lon0 5 060 )1 00 1-4V 1 ' rei Z ( 2 = onleA -a (suogeool long Ja4;0 14 9-L4 10 (some ul,Iddns) 9 < amen -a amen -e/ 13n0 1 :U050304 ogle ul pamone loN l!un 6ul4pue4 uV : S waps,(, uonnqulsp .11\4 1 DON nso), .p04oe44V 110 01011501 '1043540 apoa 04 pap!AOJd podai 4904 H0V = 360,1001 10401 ' H0V 9 5 060)1001 4uan 04 adolanua 6ulpllnq 041 uo pellnbal 5>90941004) .aMO18 suogegplui J!V 1 U 1■.1.1 g = anieA - a 95 =3 00 =21 :ss5w4la0 1 = anleA - 4 - 2! 9 -101104X0 lleM uo uonelnsul 1 = anIOA -a 9 4-2! 101104U! Hem uo uone4nsul 8804;; 1 U !■-el C I = anleA -a EL EL-2:1 aweJd Ipv pue "1 : ,SII°M 1 =an1eA -a EL ' EL-21 s000dspOuogipuoOUnJana 1 2I N LI N apeJ 0 -u o -gels . :sl0old 1 =J04304 - fl r04'0 = J04004-n ,99'0 = -101304 -fl Joop -10110409 :s-10o0 1 = 30HS 09'0 = OOHS OE•0 = OOHS 1 = 101304 -f1 99•0 = 1oi304-[) SL'0 = J09004 -f) s L1 >1S 5 ' = 001-19 9Z "0 = OBHS • 97 = OOHS 1 • -. = 1 040= - 1 O; 3 ed - fl ,89 . amopu!M 1 Z eUOZ elewl10 L euoZ 01210!10 S3f11VA 0311V1SNI ,S1N3W3Ii1f103H 3AIldIIIOS31id 1N3NOd0100 ONI011f18 1 1 VZ04H 318V1 ' Swa0A 3 :sane; Jooa luoJJ 811A1 = Disc dm 499 PV 'M JQ isaJOluea3O 94£Z 'uoIPPPV el `400v L abed LS4L Lf1Sa 6L'0 'SL SLOZ lesJanlun ®ailnS -346 uOSiy61JM 11 i 1 SZ 8S £L 9l p3 L112 r lenueA 40 sluawai!nbaJ He laaw of vOOv Aq panoJdde suo!lelnole0 98 o!lei Teal alq!suas peoi lelsowJagi coeds OZH u! 0 einssaJd ogeTS OZH u! 0 ainssaJd O!lels ynl8 /w4 1.170'0 Jo4Oe; Moll ny ynl8 /1.1. LZ0 0 impel Mol; J!y w4O ZOZ Moll J!e lenpv w4O ZOZ mpg JIe lenTOV unl8 0 6u!l000 le ;ol d 9Z 1. asp amleJadwal yn48 0 6u!looa lualei ynl8 S£LLZ lndlno 6u!leaH LIMO 0 6u!Iooa alq!sues LIME S£LLZ ;ndu! bu!leeH IEES 0 Aoua101}}8 8flde 006 huaioi}48 ;aJ I H V I!oO ;aJ I IHV puo0 IapoW apeii apeJ j a){eW a>leW /(iewwns 1uawd!nb3 6u!Iooa AJewwns luawd!nb3 6ulgeaH um S HHS 08 le /l!OedeO lelol . bael S I. 6b (wp) dAy nlnb8 ynMS 17999 peoi lelol luawd!nb8 Z£ co ' L Jnoy/sa6ueyo -IN/ 0£9Z 0£8Z ( awnlon 4n18 698 peoi lualel luawdmb3 £8Z £8Z (Zll) eaJv ynl8 0 (wp 0) luau leJTuaO 6u!1003 6u!leaH y s lon nl8 £8Z a LIM9 899 amToruTs (abeJany) 6 saoeldand a6eJany /l!lenb uogOnJlsuoO 6u!z!s peoi ;uawd!nb3 6u!Iooa luaIe1 pa!;!Idw!S poylaw ynl8 ZL8b peoi alq!suas luawdlnb8 uOIIeJ;I!jUI L6'0 Jagd!l!nw 6u!MS /a4ed u elep s,Jamloe;nuew 9 gnl8 OLSL peoi luawdmb8 yule 0 6u!d!d 4n18 0 JaMO18 ynl8 0 uo!leo!;!p!wnH LIME] 0 (w ;0 0) luau lenuao ynl8 0 (wp 0)11.18A leJlue° 4n18 9201. slona LIME] L29 Slona yule OL8£ amlOnJTS LIME £989 aJnTOnJTS 6u!z!s peoi;uawd!nb3 6u!Iooa a glsues £ ewwns 6ul4eaH qI /J SS aouaJa; ;!p aanls!ovj % 09 iQ!p!wng an!le1 1 a6ueJ Al!ea A. LL al u6!Saa do 6Z aJ_ u6!saa do SL qp ap!sui do 89 qp aplsul A. Z6 qp ap!slnO do 6£ qp episln0 suol ;lpuoa u6!sea aawwns suol;lpuoa u6!saa .iawuM Sfl 'id "SN liodAeV :JayleaM U011eWJO}Ui u •!sea l!un OVAH 6u!ls!xa ow! ag of uo!l!ppy MaN :saloN - 1J 'yoeae O!luelly 'M -1C1 lsaJO;ueao0 917£Z uo!l!ppv ellaJe3 :JOd uogeuno}ui L3a wo3llewbazTTspa:llew3 OL9£ ' XeJ OL9£ aUOLd£ZZZ£ ld'eIINuos )lief' PaAPeJ9 i .3 u1 `swa;sAs u6!sea i(6ieu3 S!113 :AS uoiJ!ppIf 91./96/Z :ales �ewwns 430FoJd „4JOS4g61JM 4 :qor MOM e 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: 766148 - Carella Addition MiTek USA, Inc. 6904 Parke East Blvd. Site Information: amp , FL 33610 - 4115 Customer Info: Durham Building Materials Project Name: 766148 Model: Carella f� esiaence Lot/Block: Subdivision: Address: 2346 Oceanforest Drive West City: Atlantic Beach State: FL Name Address and License # of Structural Engineer of Re If there is one, for the building. Name: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7 -10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 20 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 61G1 31:003, section 5 of the Florida Board Professional Engineers Rules. No. 1 Seal# Truss Name Date No. I Seal# Truss Name Date L1 ...__......_ 1 T81 _...... 1 2/25/016 _LT81 ...___ 2/25/016 2 I T8116032 I CJ3 1 2/25/016 119 1T8116049 I T08 2/25/016 3 [T81 [CJ5 _ [2/25/016 120 _.._.. 1T8116050 ... __ I_T09 1 2/25/016 4 I T8116034 I EJ7 . (2/25/016 1 _ c 5 ... _ .. . 12/25/016 ' OFFICE COP 1 6 I T8116036 I HJ2 1 2/25/016 7 (T8116037 I HJ7 1 2/25/016 8 .._.... ...._ —... .....__......_.. /2 1 9 (T8116039 I J02 1 2/25/016 110 _..._... 1-181 . 16040 ._...... [ J 03 1 11 I T8116041 1.104 1 2/25/016 12 ___ ... [T8116042[T01 .. _ [2/25/016 13 _...._ [T8116043 ... .. I T02 .._.__ 1 2/25/016 14 I T8116044 T03 1 2/25/016 15 I 11 .... 12 /25/016 116 I T8116046 I T05 1 2/25/016 17 ___ .... i T8.116047 ..._ _ _........_ 1 2/25/016 tt ttt a Irrt The truss drawing(s) referenced above have been prepared by MiTek ∎ Nt` 1\ S A. 4 ,/ Industries, Inc. under my direct supervision based on the parameters � , s • O 8 '1 i., provided by Builders FirstSource- Jacksonville. Truss Design Engineer's Name: Albani, Thomas . 9 80 _ My license renewal date for the state of Florida is February 28, 2017. _ W � :0= IMPORTANT NOTE: Truss Engineer's responsibility is solely for 53 :. STATE OF "W design of individual trusses based upon design parameters shown % 0.... ' ° L O �`• ` 9 on referenced truss drawings. Parameters have not been verified � ",, �'S •••. ©R ! C� �.` as appropriate for any use. Any location identification specified is 'tr,S tltrtrltlttt Thomas A. /0 Atba Al. V-, �`. ll for file reference only and has not been used in preparing design. s Ao.3s38d Suitability of truss designs for any particular building is the om sA A g a n E No.393 responsibility of the building designer, not the Truss Engineer, MiTekUSA, Mc..FLC Tampa fL3361® per ANSI/TPI -1, Chapter 2. Date. February 25,2016 Albani, Thomas 1 of 1 Job Truss Truss Type + YP Qty Ply Care lla Addition 766148 CJ1 JACK 2 1 ` 16116031 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (Optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:49 2016 Page 1 I D:CQXom5tT1 V1 Gr1 xSzehljzzheoF- xH6p8zuHCXzumR3ez9rartawcEOkgiwGjZfOlPzheOS -1 -2-0 I 1 1 - 2 - 0 1 Scale =1:11.1 3 � , 7.00 12 �, ■W 1 2x4 = d c , 4 Adequate Support Required I LOADING (psf) . . SPACING- 2 - . CSI. _ DEFL. in (lop) Vdefl Ud PLATES GRIP 4 . . -. TCLL 20.0 _ " Plate Grip DOj- :1.25 - . • - TC _ ,:0.05 _ : Vert(LL) -0.00 .. .2 . >999 360 _ MT20 244/190 TCDL 7.0 Lumber DOL.,-__ 1.25 . . -. BC: 0.01. • - Vert(TL) -0.00 2 >999 240 . BCLL 0.0 * Rep Stress Incr YES . WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight 5 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing *a f -:r be installed during truss erection, in accordance with Stabilizer REACTIONS. `' " e Installation guide. (Ib /size) 1 6'$iNlani� 3 2/Mechanical, 4= 5/Mechanical Max Horz 1 =61(LC 12) Max Uplift1 =19(LC 12), 3= -57(LC 12), 4 = -9(LC 8) Max Gray 1 =68(LC 1), 3 =66(LC 19), 4 =15(LC 3) FORCES. (Ib) - 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= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; porch left exposed;C -C for members and forces & MWFRS 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. i` �t1.t 11111 j/ j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3, 4. ` ` Zt a � p ��J A. ,t �� jt 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. e 6 / 'i ee ND 39380 i 4 1, A\ QR1 � t� , � • ° e l / � 70.`% Thomas A Albani PE No.39380 Mfrek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa F1 33610 Date: February 25,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE Design valid for use ony with MiTek® connectors. This design is based ony upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members ony. Additional temporary and permanent bracing �AA • is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the IYI �� ®k� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component Safely Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Carella Addition 78116032 766148 • CJ3 JACK 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:50 2016 Page 1 ID:CQX0m5tT1 V1 Gr1 xSzehljzzheoF- PUgBLJuvzr510begXsMuH • 1 -1 -2-0 1 1 -3-0 1 3-0-0 1 1 -2-0 1-3-0 1-9-0 Scale = 1:14.5 4 li 7.00 12 2x4 11 , 3 os 2 IAIII■ 11 cl 2x4 = i 5 1 6 2x4 11 1 1-1-4 1 3-0-0 1 1 -1-4 1 -10-12 LOADING (psf) SPACING- 2-0 -0 CSI. DEFL. in (loc) Vdefi Lid PLATES GRIP TCLL - 20.0 Plate Grip DOL 1.25 TC 0.12 - - Vert(LL) 0.00 5 -6 >999 360 - . MT20 244/190 • TGDL -.. 7 -0 ' -- Lumber DOL._ :: . - ' 125 -BC := 0.15.. Vert(TL) • 0.00 5-6 >999 240 ' : `. =.j , •" BMA. ' - - 0:0 * - Rep Stress Incr YES - WB 0.05 HOrz(TL) -0.02 4 n/a n/a Weight: Ib FT = 2 BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 4=-3/Mechanical, 5=47 /Mechanical, 6= 305/0 -3-8 Max Horz 6= 116(LC 12) Max Uplift4=-29(LC 12), 5=-51(LC 19), 6- 140(LC 12) Max Grav4 =14(LC 10), 5 =22(LC 12), 6= 305(LC 1) FORCES. (Ib) - 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= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.16; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ; porch left exposed;C -C for members and forces & MWFRS 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. ` ',� %Il i Milli i I /li j, Jt 4) Refer to girder(s) for truss to truss connections. ♦� ,� p,S A. /Q 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except (jt =1b) `�� & t • 6 =140. � '` �0 \ 5 • ' 9 � / , �� 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this tr u ss . • i : No 39380 '. __._ E 'r • : lii11 Thomas A. Alban PE No.39380 Mfek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 I A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 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, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall T Mi lek• building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, deivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 69 Pa Eas t 0 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Care lla Addition 766148 CJ5 JACK 2 1 ' T8116033 Job Reference (optional) Builders FirstSource, Jacksonville, FI 32244 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:50 2016 Page 1 ID:CQXom5tT1 V 1 GrlxSzehljzzheoF- PUgBLJuvzr51ObegXsMuH563adttrPAHQyDOxgrzheOR I -1-2-0 I 130 I 5-0-0 1 -2-0 1 -3-0 3-9-0 Scale = 1:21.0 4 7.00 12 2 x 4 1 1 3 , �-#, i� 11 2x4 = 0 1 6 5 2x4 I 1 I 1-1-4 1 5 -0.0 1 1 -1-4 3 -10 -12 LOADING (psf) SPACING 2 - - CSI. DEFL. in (loc) I /deft Lid _ PLATES GRIP ,TCLL . , 20.0 . . Plate Grip DQL . 1.25. TC • 0.17 . Vert(LL) 0.02 5 -6 >999 360 _ ,MT20 244/190 - . TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.02 5-6 >999 240 _ - BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.02 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight 19 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb /size) 4 =70 /Mechanical, 5 =1 /Mechanical, 6= 312/0 -3 -8 Max Horz 6= 174(LC 12) Max Uplift4 -94(LC 12), 5= -37(LC 9), 6=- 126(LC 12) Max Grav4 =85(LC 19), 5 =43(LC 3), 6= 312(LC 1) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7 -10; VuIt= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ; porch left exposed;C -C for members and forces & MWFRS 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 Toads. 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. t 1111 t 4) Refer to girder(s) for truss to truss connections. ` , 1 �E t t ttt 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except (jt =lb) ♦� .,` 04, 1 1),, 011111/ �` ' -k • 1 J & t - 6 = •6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. %, k •• �\ G E S •. /�i / '` i ± . No 39380 • ••• • per. `��'". - �,.... ... o• '''';-4`,<•%•.. ri L 0 R ` © . , •( I\ , �. e 'It -- 0NAL A , 0 "'Minis- Thomas A. Albans PE No.39380 MiTek USA, Inc. FI Cart 6634 6904 Parke East Blvd. Tampa FL 33610 . Date: February 25,2016 1 4 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE la Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, defvery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormaeon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Care lla Addition T8116034 766148 y EJ7 JACK 8 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:51 2016 Page 1 1 ID:CQXom5tT1 V1 Gr1 xSzehljzzheoF- ugEZZNYk8DC0ID15at djBc7ZBt8VNIzheOQ I -1 -2-0 1 1-3-0 I 7-0-0 I 1 -2-0 130 5 - 9 - 0 Scale = 1:26.0 4 7.00 12 2x4 11 3 r 2 4 11 Id 1 2x4 = a 6 5 2x4 II 7 -0-0 1 -1-4 I 5 -10-12 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl Lid PLATES GRIP . TCLL - 20.0 - Plate Grip DOL 1.25 TC —0.37 ' Vert(LL) 0.13 5 -6 >543 360 MT20 • 244/190 TCOL • - "7,0 Lumber DOL 1.25 - -BC 0:36 • Vert(TL} r 0.11 _ 5-6 >634 240 - - ** BELL ' '' 0.0' - • Rep Stress Incr YES WB 0.08 Horz(TL) -0.06 4 n/a n/a • Weight: 26 Ib FT = 20% BCDL 5.0 Code FBC2014/TP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4= 125 /Mechanical, 5 =26 /Mechanical, 6= 360/0 -3-8 Max Horz 6= 232(LC 12) Max Uplift4= 148(LC 12), 5e-58(LC 9), 6= 134(LC 12) Max Gray 4= 145(LC 19), 5 =75(LC 3), 6= 360(LC 1) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. BOT CHORD 2-6=-196/271 WEBS 3-0= 357/276 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101rnph; TCDL= 4.2psf; BCDL= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ; porch left exposed;C -C for members and forces & MWFRS 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. ♦% 1 t 1111 tt t t 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 `` �Oti A �S A qL fit '' , • fit between the bottom chord and any other members. • C • I` • E . • • 1.1 j • 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except (jt =1b) 4 =148 , • k ,• `t, • c ` 6' ". / #.� • •• ,6=134. No 39380 ► • 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. * - -- • •• .. • (3 ;; - . -'"' ' • • - • . E S . ; �: CL • f s 'it ' /O N Ai E ‘`. • 1 t Thomas A. PJbani P NNo.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 1 i i, WARNING - Vivify design dominion; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1 -7473 rev. 11/03/2015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 5 for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. permanent . Additional temporary and pe bracing is always required for stabiity and to prevent colldpse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, deivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality C !led°. DSB -89 and BCSI Building Component 6904 Parke � Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. f Job Truss Truss Type Qty Ply Carella Addition ' 70116035 766148 HJ1 MONO TRUSS 1 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:51 2016 Page 1 ID: CQXom ugEZZfvYk8DcolD15at7gIfE91h18cvZBt8VNIzheOQ 1 1 -1-3-1 1 4-4-3 I 7-6-4 1 -3 -1 4-4-3 3-2 -1 4 Scale = 1:27.3 A 8 6.50 12 3x6 3 ilio V 2 M � ►4 1 0 7 9 6 3x4 = 2x4 11 5 4x6 = 1 44-3 1 7-6-4 4-4-3 3-2 -1 LOADING (psf) SPACING - 2 - - CSI. _ DEFL. in (lop) l/defl Ud PLATE S - GRIP _ -.TOLL .-, . 20.0, _ . Plate. Grip DOL 1.25 TC 0.1$-, . -. Vert(TL) . 0.01 7 >999 360 .. . MT20 _ 244/190 ,.. TCDL. 7.0- Lumber DOL 1.25 BC 0.07 _ , Vert(TL) -0.01 2 -7 >999 240 - ,- , BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight 41 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2x4 SP No.3 -, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib /size) 4 =57 /Mechanical, 2= 296/0 -3 -12, 5= 128 /Mechanical Max Horz 2= 231(LC 8) Max Uplift4= -76(LC 8), 2=- 178(LC 8), 5=- 204(LC 8) Max Grav4 =61(LC 29), 2= 296(LC 1), 5= 134(LC 32) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 290/265 BOT CHORD 2 -7=- 252/164, 7-9=-252/164, 6- 9=- 252/164 WEBS 3-6 =- 210/324 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (envelope) gable end zone; porch left exposed; 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 PS A A { { {{ i t { I ji 3) * This truss has been designed for a live load of 20.0 h sf on the bottom chord in all areas where a rectangle 3-6 -0 tall by 2 -0-0 wide will t��i` r` , J JJ JJ fit between the bottom chord and any other members. ,,,:k � - R � ./ 4 ) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt =1b) 2 =178 4.4 44„x\-`'.-* -N • �\ N S' • % , � i w , 5 =204. ! • 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ** N O 393 $0 •• _..r 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 Ib down and 174 Ib up at f• 4 -6-13, and 204 Ib down and 203 Ib up at 5 -8 -5 on top chord, and 12 Ib down and 62 Ib up at 4 -6 -13, and 10 Ib down and 70 Ib up at .7. - : "" " 5 -8-5 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. ' - ' 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7. < . E .'" 111 . LOAD CASE(S) ' � ' = Z. O Stan dard 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 '.jJ'fi'••.(Q R ` . ,? ` ` Uniform Loads (plf) Vert: 1-4=-54, 2 -5 =10 Concentrated Loads (Ib) f JJJ © � �i { ` i ` ;, Vert: 3 =49(F) 7 =7(F) 8 =11(B) 9 =0(B) Thomas A Athol PE No.39380 MiTek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: t February 25,2016 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE *01 -7473 rev. 10/03/2015 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, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �^ building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing MiTek • n always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, defvery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Craeda, DSB -89 and BCSI Building Component Safety Intormalon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Carella Addition T8116036 a HJ2 JACK 1 1 766148 Job Reference (ootionall 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:52 2016 Page 1 Builders FirstSouros, Jacksonville, Fl 32244 ID:CQXom5tT1V1 Gr1xSzehljzzheoF- Msnxm_ WAVSLTdv0DeHOMMWCP1 R2n14IPXt2vkzheOP -1-3-4 2 -11-6 I 1 2 -11-6 Scale = 1:13.6 3 6.44 F1T 't r 2 1" Cf 1 ∎A 4 ∎/ 2x4 = 2-11-6 I 2 -11-6 LOADING (psf) SPACING- 2 CSI. DEFL- in (loc) Udefl L/d PLATES GRIP . TCLL 20.0 - Plate Grip DOL 1.25 TC 0.11- __ -. Vert(LL). -0:00 2-4 >999 360 MT20 244/190 TCDL , 7.0 -- -_ - Lumber DOL 1.25 ' - _ . BO -- 0.05 ._ - - • Vert(TL)° -0.91- : 2-4 •>999 240 ..:, ., BCLL ' {14 '- Rep Stress Incr NO WB - • 0.00 _ Horz(TL) -0.00 ` 3 n/a - n/a - Weight 12 Ib FT = 20% • BCDL 5.0 Code FBC2014/TP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2 -11-6 oc purlins. BOT CHORD 2x4 SP No.1 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. (lb/size) 3 =51 /Mechanical, 2= 190/0 - 3 - 13, 4 =14 /Mechanical Max Horz 2= 108(LC 8) Max Uplift3 -62(LC 8), 2=-94(LC 8), 4 -24(LC 4) Max Gray 3 =53(LC 15), 2= 190(LC 1), 4 =41(LC 3) FORCES. (Ib) - 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= 101mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =20ft; Cat. II; Exp C; Encl., GCpi =O. ; MWFRS (envelope) gable end zone; porch left exposed; 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. ,,'fit! i! !!!� jr 4 4) Refer to girder(s) for truss to truss connections. - 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2, 4. ` �s A A / , �,, 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. No 39380 ". ..1 - „,...c;""--* .. . * E .' • A' .� . . 0Rk V . * * C:S b .,'fsS,O "0" lilt Thomas A. Alban PE No.39380 Mffek USA, Inc. EL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 1 im i. A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mr -7473 rev. 1 BEFORE USE Design void for use only with MiTek® connectors. This design is based only upon parameters sshown, a is for an individu building sign into component, overall '{ a truss system. Before use, the building ding designer must verify the applicability 9 pa Mi fek• building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional gu ardinghe nent braci is always required for stabilty and to prevent collapse with possible personal injury and property damage. general fabrication, storage, deivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and SCSI Building Component 69 4 Parke Eas t 0 rm Safety Intoalion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Carella Addition 766148 HJ7 MONO TRUSS 1 1 T0118037 Builders FirstSouroe, Jacksonville, Fl 32244 Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:52 2016 Page 1 k ID:CQXom5tT1 V 1 Gr1 xSzehljzzheoF- Msnxm_wAVSLTdvoDeHOMM WCD7RuOt2sjPXt2vkzheOP -1-7-13 5 -0 -14 i 1 i 5 4 - 4 Scale = 1:25.5 1 10 4.95 12 334 4 3 0 9 �� 8 2 ''18-1/ �, w I 1 1 3x6 % 11 -4 ; 12 7 13 6 3x12 MT2OHS 11 23(4 11 4 =5 1-6-0 1 3 5-0-14 i 1-6-0 0 - -14 3-4-1 I a 2 Plate Offsets (X,Y)- 12:0- 3- 9,0 -1 -81, r2:0- 0- 8,Edoe) _. .LOADING (ps). SPACING .- 2 -0-0 _ CSI. „ .- , O F,l,....- • in (Igo) 1/deft Ltd PLATES _ GRIP TCLL : 20.0- Plate Grip DOL 1.25 . • TC -- 0.87 - - Vert(LL) -0.03 2 -7 >999 360 MT20 244/190 _ TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) 0.03 2 -7 >999 240 MT2OHS 187/143 BCLL 0.0 • Rep Stress lncr NO WB 0.18 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight 54 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD 2x6. ,SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0 -0 oc bracing. WEBS 2x4 SP No.3 WEDGE MiTek recommends that Stabilizers and required cross bracing Left 2x6 SP No.2 be instated during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 4= 106 /Mechanical, 5 =80 /Mechanical, 2= 560/0 -5-11 Max Horz 2= 230(LC 8) Max Uplift4=- 123(LC 8), 5=- 245(LC 6), 2=- 491(LC 4) Max Gray 4= 115(LC 19), 5= 147(LC 26), 2= 560(LC 1) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 8=- 575/491, 8- 9=- 496/446, 3- 9=- 417/443 BOT CHORD 2- 11=- 488/343, 11 -12 =- 488/343, 7- 12=- 488/343, 7 -13 =- 488/343, 6-13=-488/343 WEBS 3-6 =- 377/538 NOTES - 1) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =20ft; Cat. 11; Exp C; Encl., GCpi =0.18; MWFRS (envelope) gable end zone; cantilever left exposed ; porch left exposed; Lumber DOL =1.60 plate grip DOL =1.60 ��,••`� 1 ;�� G E 111 t11 /1 �'�� A/ t t . �t 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,0 ... a, A `16? t.��♦ rj� 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 will •"' fit between the bottom chord and any other members.' •:" ,�< . \ F .• .../ f i 5) Refer to girder(s) for truss to truss connections. :E ` • N O 39380 uplift at 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib u joint (s) except pt Qt - Ib 4 =123, + 5 =245, 2 =491. (jt=lb) 0. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. " 8 • ) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 57 Ib up at 1 -4-15, :% °" 98 Ib down and 57 Ib up at 1 -4-15, 88 Ib down and 80 Ib up at 4 -2 -15, 88 Ib down and 80 Ib up at 4 -2 -15, 122 Ib down and 94 Ib up at +. A • E ; • . . 7 -0-14, and 122 Ib down and 94 Ib up at 7 -0-14, and 200 Ib down and 144 Ib up at -1 -8-8 on top chord, and 16 Ib down and 28 Ib up at % j 4!M1'- K/ 1-4-15, 16 Ib down and 28 Ib up at 1 -4 -15, 50 Ib down and 61 Ib up at 4 -2 -15, 50 Ib down and 61 Ib up at 4 -2 -15, and 39 Ib down and 0:0 , '', < 4 44 on device(s) is the 51 Ib up at 7 -0-14, and 39 Ib down and 51 Ib up at 7 -0 -14 on bottom chord. The design/selection of such connection �♦ t7 R � � � responsibility of others. f t ss ' • ...... • • • ` � ? �N 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ttt A` ��,` LOAD CASE(S) Standard Thomas A. Alberti PE No.39380 1) Dead + Roof Live (balanced): Lumber Increase =1.25, Plate Increase =1.25 MiTek USA, Inc. FL Cert 6634 Uniform Loads (plf) 6904 Padre East Blvd. Tampa FL 33610 Vert: 1-4=-54, 2 -5 =10 Date: - - n February 25,2016 WARNING - Verify des) 4 D parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 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, not « a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing Mire is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the k� fabrication, storage, dervery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify Gloria, DSB -89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Carella Addition 78116037 766148 HJ7 MONO TRUSS 1 1 Job Reference (optional) Jacksonville, Fl 32244 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:52 2016 Page 2 Builders FirstSource, ID:CQXom5tT1 V 1 Gr1 xSzehljzzheoF- Msnxm_ wAVSLTdvoDeHOMMWCD LOAD CASE(S) Standard Concentrated Loads (lb) Vert 1=- 200(F) 8= 28(F =14, B =14) 9= 43(F =22, B =22) 10= 13(F =7, B =7) 11= 18(F =9, B =9) 12= 45(F =22, B =22) 13= 21(F =11, B =11) - P . 4 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1 -7473 rev. 10/03/2015 B USE Mil^ I Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the appricabiity of design parameters and property incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members on Addiional tempora ardi permanent e bracing e always required for stabiity and to prevent collapse with possible personal injury and property damage. general g • fabrication, storage, deivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quaaty Creech, DSB -89 and SCSI Building East Blvd. ding Component 6904 04 Tampa, Parke 36610 Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply Carella Addition 766148 J01 JACK 1 1 T8116038 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:53 2016 Page 1 ID: CQXom g KxoGmTKF2NPC ?wbvjkYSrM6cXvseBdcRAzhe00 r - 4 -2 -14 1 1 - 2 - 0 4 -2 -14 Scale = 1:18.1 3 O'1 7.00 12 r 2 I I I 1 '/ 4 ►� 2x4 = I 4 -2 -14 4 -2 -14 LOADING (psf) _ SPACING- . 2 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL . .. 1.25 TC 0.23 _- - _ Vert(LL) 0.03 2-4 >999 360 MT20 244/190 _ TCDL 7.0 Lumber DOL 1,25 BC 0.17 Vert(TL) 0.03 2-4 >999 240 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight 16 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-2 -14 oc purlins. BOT CHORD 2x4 SP No.1 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) 3 =96 /Mechanical, 2= 217/0 -3 -8, 4 =20 /Mechanical Max Horz 2= 152(LC 12) Max Uplift3= 111(LC 12), 2= -91(LC 12), 4 —36(LC 8) Max Grav 3= 113(LC 19), 2= 217(LC 1), 4 =60(LC 3) FORCES. (Ib) - 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= 101mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; porch left exposed;C -C for members and forces & MWFRS 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 ; , t ��t t 11 t t l Ji j j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4 except (jt =lb) fi t.. Q, Z it ,si 3 =111. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ` � .% ,, ,s .•. \G E $ l',/ *•• ` No 39380 ' .. • r :: 1 111 s si©NALE " t,ttiltt Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 I ■ ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 411 -7473 rev. 10/03/2015 BEFORE USE Design valid for use onty with Mifek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members ony. Additional temporary and permanent bracing is always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IY /Qks fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify Criteria, DSB -89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Qty Ply Carella Addition Truss Truss Type T8116039 JACK 1 J02 1 76614E Job Reference (ootionall 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:53 2016 Page 1 Builders FirstSource, Jacksonville, Fl 32244 ID:CQXom5tT1V1 Gr1xSzehljzzheoF- g3LJ_ KxoGmTKF2NPC ?wbvjkVVgrKNcXvseBdcRAzhe00 -1-2-0 Sae 1 -2-0 5-3-6 Scale = 1:21.1 3 7.00 12 2 111 ►V 1 G. 4 2.4 = 5-3-6 LOADING (psf) SPACING- 2 -0-0 CSI. DEFL- in (loc) l/defl L/d PLATES GRIP • TCLL 20.0 - -t • Plate Grip DOL 1.25 - TC 0.36 Vert(LL) 0.08 . 2-4 >7 0 360 ` MT20 244/190 • • TCDL • • 7 0 - - Lumber DOL - • 1:25 BC 0:28 � Vert(TL) 0.07 2-4 BCLL • 0.0 '. Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Ma Weight: 19 Ib FT = 20% BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins. BOT CHORD 2x4 SP No.1 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. (lb/size) 3= 127 /Mechanical, 2= 247/0 -3-8, 4 =25 /Mechanical Max Horz 2= 183(LC 12) Max Uplift3= 143(LC 12), 2 =99(LC 12), 4= -45(LC 8) Max Gray 3= 148(LC 19), 2= 247(LC 1), 4 =76(LC 3) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) MWFRS (envelope) gable end zo e a d C- C Exterior(2) e; porch left exposed CDC for memb a d forces p MWFRS 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 E N ,�� `S' rrrr fit between the bottom chord and any other members. ``� PS A A f If 4) Refer to girder(s) for truss to truss connections. 4 except t -Ib t O L6, s'j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, pt (I - ) ,.% • 3 =143. ``• .,<• •\ C • ' 9- y , . 6) "Semi -rigid pRchbreaks including heels" Member end fixity model was used in the analysis and design of this truss : ' • NO 39380 • • t 1: fff ft, lO N A� * 0% t ill Thomas A. Aibani PE No.39380 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 W ARNING • • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE. W. Design valid for use only with Mifek® connectors. T his design is based o on b y upon parameters meters and property a roper incdiiv individual b ildiin 9n npo the overall �� not d a truss ig Before use. the building designer linty applicability design Pa building g system. design. Bracing ing indicated is to prevent buckling bucc kling of 1 individual truss web and /or chord members only. Additional a temporary i ga�ding permanent Went bracing is always re for stobiity and to prevent c with possible personal injury and property 9 general 6904 Parke East Blvd. fabrication, storage, deivery, erection and bracing of trusses and truss systems. see ANSI/TPII Qualify Cd 69 ae teda, DSB -89 and BCSI Building Component Tampa, P rk East Safety Intormalton available from Truss Pte Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty PIy Carella Addition 766148 J03 JACK 1 1 T8116040 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:54 2016 Page 1 ID:CQXom5tT1 V 1 Gr1 xSzehljzzheoF- IFviBgxQl 3bB tCycmiRgRxHgfFfoL_90trM9zdzheON -1 -2-0 1 -2-0 5-8-4 3 Scale = 1:22.3 0 li 7.00 12 2 lyi 1 ►a 2x4 = 4 I 5-8-4 5-8-4 LOADING (psf) SPACING 2 -0 -0 CSI. • DEFL. in (loc)..'I/defl . Lid PLATES GRIP i..:TCLi. :. r 20.0. _ Plate Grip DOL ' .1,25 , TC __0.42 .. Vert(LL) 0.11 .24.. >589 .360• .. MT20 244/190 - .TCDL • 7.0 Lumber DOL. . 1.25 — BC 0.33 Vert(TL) 0.09 2-4 . >728 240 BCLL 0.0 " Rep Stress IncF YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 21 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BRACING - T OT 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins. 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 REACTIONS. (Ib /size) 3= 138 /Mechanical, 2= 260/0 -3-8, 4 =27 /Mechanical Installation guide. Max Horz 2= 194(LC 12) Max Uplift3=- 156(LC 12), 2=- 102(LC 12), 4= -48(LC 8) Max Gray 3= 161(LC 19), 2= 260(LC 1), 4 =82(LC 3) FORCES. (Ib) - 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= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; porch left exposed;C -C for members and forces 8 MWFRS 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. t �,�� }t t i 1 J ll /r rrr 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt =Ib) 3 =156 ` N> 0 A• J 2 =102. ♦ r � i 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ; � 4 ,`''�.• \ c E • N �` •; 9.2 �' i • NO 39380 • o. i • •• : , E . ' • :,,,.1.14.,,i: le S � %% r rrrr ,p NA , 0 % Thomas A Albans PE No.39380 MiTek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 4 February 25,2016 ��11 WARNING - V - 1 M Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 BEFORE USE Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �a a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Qualify Criteria. DSB -B9 and BCSI Building Component Safely Informallonr available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Carella Addition 78116041 766148 J04 JACK 1 1 Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:54 2016 Page 1 Builders FirstSouroe, Jacksonville, Fl 32244 ID:CQXom5tT1V1 GrlxSzehljzzheoF- IFviBgxQ13bBtCycmiRgRxHkQFiOL _90trM9zdzheON • • 1 -2-0 I 1 -2-0 3-8-12 Scale = 1:16.6 3 1 7.00 12 2 ∎∎ 4 ■ i i 2x4 = 3-8-12 I 3-8-12 DEFL. i n (loc) 1/dell Ud PLATES GRIP • LOADING (psi) SPACING- Grip 21 .25 CSI. >999 - 360 -MT2 TCLL 20.0 • Plate Grip DOL - 1.25 TC 0.18 � � � Vert(LL) 0.02 2-4 0 244/190 _- _ TCDL 7.0 Lumber DOL 1.25 BC - .13 Vert(TL) .0.02 2-4. • >999. .. 240, . : ., • c . ., . BCLt 0.0 ' Rep Stress Incr YES - - WB 0.00 Horz(TL) -0.00 3 . n/a n/a Weight 14 Ib FT = 20% BCDL 5.0 1 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. BOT CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing _ be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 =80 /Mechanical, 2= 202/0 - 3 - 8, 4 =18 /Mechanical Max Horz 2= 137(LC 12) Max Uplift3 =94(LC 12), 2 =88(LC 12), 4 —31(LC 8) Max Gray 3 =95(LC 19), 2= 202(LC 1), 4 =53(LC 3) FORCES. (Ib) - 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= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi =O. ; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; porch left exposed;C -C for members and forces & MWFRS 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 ```,i`I I I I jt jt j fit between the bottom chord and any other members. ,`` P S A qL � ��,' 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 100 Ib uplift at joint(s) 3, 2, 4. • ' , 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ,``�� G E N S` Z � • i ■ No 39380 ••• ° *.. yr.- • •- — ` E • ' ` :) . � 4. •. R ` � R :. \ = r, `O N Ai .,„• %'s ttI Thomas A. Albans PE No.39360 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Dane: February 25,2016 t A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil -7473 rev. 10103/2015 BEFORE USE Design valid for use onty with MiTek® connectors. design based ony p uo parameters ow and is for an ndividuale this c it the o verall MI 1ek• a buss system. Before use, the building designer must This verify the is ividual truss y o f design parame n, ters and property orpo anent bracing i always rrequired for stabiftycanddto is to prevent col apse ( possible p personal injury and da am ge nF ge eral guidan��egarding h g B n. Bracing e East st st lvd. fabrication, storage, deivery, erection and bracing of trusses and truss systems, see ANSI/IPII Quality Criteria, DSB -89 and BCSI Building Component Tampa, 6904 rk Ea B Safety Information available from Truss Pate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply carella Addition 766148 T01 SPECIAL 1 T6116042 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 16-11-9 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:57 2016 Page 31 ID: CQXom5tT1V1Gr1xSzehljzzheoF igbgpi_3 IkggBRcLX3ZvBZ 0 SZobpaxzheOK + 1 2-0 7 - 0 - 0 12 - 0 - 11 F 1 -2-0 I 7-0-0 I 5-0-11 I 4-10-15 I 5-0-11 I 28-2 -3 j 30-11-0 (32 -1-0 6-1-15 2 -8-13 1 -2-0 Scale = 1:57.0 4x8 = 2x4 I I 3x8 = 4x6 = 4.85 112 3 16 17 4 18 19 5 20 21 6 7.00 12 4x12 7 '9 :`' a 2 .%� \ 3x8 15 24 2 1 4 26 27 13 12 28 29 11 3p 31 d 10 3x10 I 2x4 I 3x8 = 4x6 = 4x8 = 2x4 I 3x8 2x4 11 11 1 € 12 -0-11 I 0. I 22-0.4 28-2 -3 I 30 -8 -12 30- 1 1-0 1 -1-4 I 5-10-12 5-0-11 4-10-15 5-0-11 I pp Plate Offsets (X,Y)— (2:0- 1- 0,1- 1- 13),(2:0 -2- 3,0-1- 81,(3:0- 5- 8,0 -2- 01,(8:0- 2- 3,0 -1 -81 6 1 -15 2-6-9 0 LOADING (psf) SPACING, 2-0-0 CSI. DEFL. in '(tao) Vdefl 3 0 PLATES - GRIP Vert(LL) .0.19 >999 360' MT20 244/180 - � - TCLL 20.0 Plate Grip DOL 1.25 .. . .TC._ 0A4 TCDL 7.0 Lumber DOL 1.25 • BC 0.87 Vert(TL) -0.16 12 -14 >999 240 BCLL 0.0 • Rep Stress Incr NO WB 0.22 Horz(TL) -0.05 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 374 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BRACING - TOP CHORD Structural wood sheathing directly applied orb -0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-3 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 REACTIONS. (Ib /size) 2= 1588/0 -3 -8, 8= 1437/0 -3-8 Max Horz 2=-166(LC 6) Max Uplift2=- 1614(LC 8), 8=- 1680(LC 4) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2670/2970, 3- 16=- 2972/3598, 16 -17 =- 2972/3598, 4- 17=- 2971/3597, 4- 18=- 2972/3598, 18 -19 =2972/ 3598, 5-19 =- 2972/3598, 5-20 =- 2522/3164, 20-21 =- 2522/3164,6 -21 =- 2523 - 22= 2656/3308,22 -23 =- 2700/3345, 7-23=-2768/3360, 7-8=-2461/3104 BOT CHORD 2 -15 =- 2430/2212, 15- 24=- 2442/2221, 24- 25=- 2442/2221, 14 -25 =- 2442/2221, 14 -26 =- 3631/3074,26 -27 =- 3631 -27 =- 3631/3074,12 -13= 3631/3074, 12-28=-3631/3074, 28-29=-3631/3074, 11-29=-3631/3074, 11 -30 =- 2636/2093, 30 -31 =- 2636/2093, 10 -31 =- 2636/2093, 8 -10 =- 2632/2097 ti � t { I n t l/ f � WEBS 3 -15 =- 379/370, 3-14= 1332/1045, 4- 14=- 468/503, 5- 12=- 176/250, 5-11 =- 757/793, ``‘�� PS A i t, 6-11 =- 808/612, 7- 11= -437/421 NOTES , � , �' • • * \C ' E • IVS '•.1Z/i 1) 2 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: ••., . '� No 39380 •• • •• Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. ., Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9 -0 oc. Vi °' Webs connected as follows: 2x4 - 1 row at 0 -9-0 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 "L} - N T • " "' connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.; -• 4 3) Unbalanced roof live loads have been considered for this design. •::;- --- E. a ./ Z 4) Wind. ASCE 7 -10; Vult= 130mph (3 second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; �'�, �' 0 R 4 ',• `� �� MWFRS (envelope) gable end zone; cantilever left exposed ; porch left exposed; Lumber DOL =1.60 plate grip DOL =1.60 s • '• �? S 5) Provide adequate drainage to prevent water ponding. i ‘.9/f, '' • +• • •' �� , * 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �I��` N A` `� 00 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. Thomas A. Alban€ PE No.39380 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2 =1614, M€T USA, Inc. FL Cert 6634 8=1680. 6904 Parke East Blvd. Tampa FL 33610 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Date: February 25,2016 - - mn A WARNING - Verity y desl • g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 55I -7473 rev. 10/03/2015 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, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing r is always required for stabilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi fake fabrication, storage, deivery, erection and bracing of trusses and truss systems, see ANSI/1911 Quality Criteria, DSB -89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply I Carella Addition T8116042 766148 701 SPECIAL 1 2 _ Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10' - .57 2016 Page 2 • ID:CQXom5tT1 V1 Gr1 xSzehljzzheoF- igbgpi_ IK IkggBRq _X3ZvBZSY NOTES - 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 Ib down and 267 Ib up at 7 -0-0, 137 Ib down and 148 Ib up at 9 -0-12, 137 Ib down and 148 Ib up at 11 -0-12, 137 Ib down and 148 Ib up at 13 -0 -12, 137 Ib down and 148 Ib up at 15 -0 -12, 137 Ib down and 148 Ib up at 17 -0 -12, 137 Ib down and 148 Ib up at 19 -0 -12, 137 Ib down and 148 Ib up at 21 -0 -12, 87 Ib down and 77 Ib up at 22 -0-4, 164 Ib down and 156 Ib up at 23 -11 -0, and 127 Ib down and 94 Ib up at 26 -8-15, and 145 Ib down and 143 Ib up at 28 -2 -3 on top chord, and 206 Ib down and 316 Ib up at 7 -0-0, 45 Ib down and 68 Ib up at 9 -0 -12, 45 Ib down and 68 Ib up at 11 -0-12, 45 Ib down and 68 Ib up at 13 -0 -12, 45 Ib down and 68 Ib up at 15-0 -12, 45 Ib down and 68 Ib up at 17 -0 -12, 45 Ib down and 68 Ib up at 19 -0 -12, 45 Ib down and 68 Ib up at 21 -0-12, 134 Ib down and 215 Ib up at 22 -0-4, 40 Ib down and 63 Ib up at 23 -11 -0, and 41 Ib down and 18 Ib up at 26 -8 -15, and 52 Ib down and 57 Ib up at 28-2 -3 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 = -54, 3- 6 = -54, 6- 7 = -54, 7- 9 = -54, 2 -8 = -10 Concentrated Loads (Ib) Vert: 3=- 104(B) 6 =1(B) 7 =86(B) 15=- 129(B) 12= -16(B) 11=- 117(B) 5 =71(B) 10 =19(B) 16= -71(B) 17=-71(B) 18 =71(B) 19= -71(B) 20 =71(B) 21= -71(B) 22= -62(B) 23 =-4(B) 24= -16(B) 25= -16(B) 26= -16(B) 27= -16(B) 28=-16(B) 29= -16(B) 30= -13(B) 31 =18(B) - A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I -7473 rev. 10/03/2015 BEFORE USE. Design valid for use onty with MOekrS connectors. This design is based only upon parameters shown, and s for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing is always required tor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and BCSI Bullring Component 69 pP East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type • Qty Ply Carefa Addison 766148 T02 SPECIAL 1 1 T0116043 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:58 2016 Page 1 ID: CQXom A x516cLgFN ?YVmcnRF4s_YHfEboSKM60zhe0J ' 1 - 1 - - 2 -0 2- 0111 --3 3-0 -0 4 3+7 1 9 4-4-10 1 15-1-5 6-1 -5 1 21 -2-9 6-1 -5 1 23-355 1 26-9-6 I 30-11-0 P7 -2-0 Scale = 1:57.0 4x8 = 4.85 112 2x4 I I 4x8 = 5 6 7 4x8 s�8 7.00 12 4x8 r 4 2x4 i ^ is 9 v1 v 2x4 II ^ 0 2 3 l / 1 �!. 10 3x4 = 17 18 14 = al 15 13 12 3x4 = 6 = 3x4 = 3x4 3x4 = 3x4 = 3x8 = 1 -3-0 1-1-4 1 1 9-0-0 15-1 -5 21 -2 -9 23-515 1 -1� 7-9-0 I 6-1 -5 1 6-1 -5 I 1 30-8-12 30-C314° 0-1 -12 2-3-5 7 -2 -13 Plate Offsets (x,Y)- f5: 0- 5- 8, 0- 2- 01,17:0 -5- 4,0-2- 01,18:0 -5 -0,0 -2-41, 110 :0 -2- 4,0-1- 81,[17:0- 3- 8,0 -3 -0] . LOADING (Psf) ..-: . SPACING - . 2.0 - 0 . :.:.:CSI - DEFL in (loc) 00_ Lld . PLATES .. GRIP - ;MU 20.0 Plate.Grip DOL 1.25 - • - TC 13.84 ..- . . . 7 . Vert(LL) 0.19 10 -12 >999 360 MT20 - 244/190 TCDL 7.0 Lumber DOL 1.25 - BC 0.47 • Vert(TL) -0.17 10 -12 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight 179 Ib FT = 20% LUMBER BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4 -10 -14 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb /size) 17= 1096/0 -3 -8, 10= 1015/0 -3-8 Installationyuide Max Horz 17=- 195(LC 10) Max Uplift17= 511(LC 8), 10=-655(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-181/298, 4 -5 =- 1231/1667, 5 -6 =- 1328/1898, 6-7=-1328/1898, 7- 8=- 1253/1766, 8- 9=- 1409/1917, 9- 10=- 1589/1984 BOT CHORD 16-17= 1156/975, 15 -16 =- 1207/1012, 14 -15 =- 1387/1149, 13 -14 =- 1387/1149, 12-13=-1468/1175, 10-12=-1612/1308 WEBS 4 -17 =- 1309/1436, 5-16=-286/175, 5 -15=- 533/479, 6 -15 =- 377/291, 7- 15=- 300/331, 7- 13=- 290/172, 8-12=-371/210, 9- 12=- 250/206 NOTES - 1) Unbalanced roof live loads have been considered for this design. 0 ti 11 i j[ I 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; t •t� � {��J A• 1 MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ;porch left exposed;C -C for members and forces �� } & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 �` •• " "\ G E S "•, ' '9 ? • .. - 3) Provide adequate drainage to prevent water ponding. • 1. • • 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO 39380 • 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (t=lb) 17 =511, -0 10 =655. ..7 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. + y fit/ �, : i, < SS 0 R t 0. ( 3\ .: � 4 / 1 /1111110 -s Thomas Thomas A. Atbani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 1 February 25,2016 o ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 481 -7473 rev. 10/03/2015 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, not NI a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members onty. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiT . fabrication, storage, deivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Cdteda, DSB -89 and BCSI Building Component Safety Informafon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Carella Addition 78116044 • 1 766148 703 HIP 1 Job Reference (optiona 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:59 2016 Page 1 • Builders FirstSOUrce, Jacksonville, Fl 32244 ID:CQXom5tT1V1 Gr1xSzehljzzheoF- fDibEO? ZscETzzgZZFO ?8 _VyGGE07z1064wfgzhe0l 11 -0-0 15-58 I 19 -11 -0 25-1-13 30.11 -0 '2-1-01 • 5-2-13 5-33 1-2-0 1 -2-0 I 1-3-0 I 4 4- -6 5-2 -14 I 4-5-8 4-5-8 Scale = 156.0 4x6 = 4x6 = 3x4 = 5 8 7 II 4x 7.00 1 3 8 4 d' �, m 316 i 9 3 ��nn,, 2 � .. — ,- y11 x 4 = ° 3 1 7 13 18 12 11 3 = x 6 = 3 x8 = 3x6 = 3 = 2x4 I I 2x6 6 3x8 25-1 -13 30 -8-12 30- 1-0 1-3-0 11-0-0 I 1 e i t o I 5 2 -t3 I 5 6 t5 0 1 -4 I1 -1-4 IV 5-9-2 I 52 -14 0-1 -12 Plate Offsets (X,Y)— r5:0- 3- 0,0- 1- 121.(7: 3 -0 -1 -121 TCLI_L 200 .0 Plata Grip D01 1 ?.5 CSI. 1}:57" " DEFL. in (Ioc) Vdefl Ud ' PLATES GRIP C (psf) SPACING- 2-0-0 Vert(LL) 0.2712 -14 >999 360 MT20. - 244/190 :. TCDL Vert(TL) 7.0 Lumber DOL 1.25 BC 0.77 ' �L ) - 0.2812 -14 >999 240 0.05 9 n/a n/a WB 0 Horz(TL) Weight: 177 Ib FT = 20% Rep Stress Incr YES BCLL 5.0 Code FBC2014/TPI2007 (Matrix) BCDL 5.0 BRACING - LUMBER TOP CHORD Structural wood sheathing directly applied or 4 -9-7 oc purlins. TOP P CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4 -8-10 oc bracing. VVE BS 2x4 SP No.3 CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WE be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (Ib /size) 16= 1096/0 -3 -8, 9= 1015/0 -3 -8 Max Horz 16= 228(LC 11) Max Upliftl6=- 454(LC 12), 9=- 590(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4 =- 1268/163 4 -5 =- 1175/1578, 5 -6 =- 956/1434, 6- 7=- 1006/1495, 7 -8 =- 1237/1653, 8- 9=- 1578/1983 BOT CHORD 14- 15=- 1258/1045, 14- 17=- 1192/1064, 13 -17 =- 1192/1064, 13 -18 =- 1192/1064, 12 -18 =- 1192 /1064,11 -12 =- 1589 -11 =- 1589/1289 WEBS 3- 16=- 1019/1190, 3-15 =- 1344/1100, 5 -14 =- 601/325, 6 -14 =- 280/247, 7 -12 =- 648/35 8 -12 =- 415/521 8 A, q NOTES- ,` ` ,01tllfttttd � `` p,, J f 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= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi= 0.18; tt 0 � • •E . ( � Aj � , MWF (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ; porch left exposed;C -C for members and forces ` ,o •• �` o s ••• y �� & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 • • • ; i No 39 . 3) Provide adequate drainage to prevent water ponding. • " :.._._..- I. 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 . i fit between the bottom chord and any other members, with BCDL = 5.0psf. p ) • gam 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstandin g 100 Ib uplift at j ) oints except G t =Ib 16 =454, = 011111113 4/ y_ 9 =590. • 11/ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �" ' ' 'C ' s tl Thomas k Albani PE No.39380 MiTek USA. Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 4 4 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MI EEREEN f 4 . 47 ndi rev. 10/3/2015 dua o O RE US not • truss u Design valid for use only , with buildconnectors. This design is based aili upon parameters MiTek' a truss system. Before use, the building app g designer must verify the applicabbility of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord mmeemm Drs en F A e g tem ry ard the nent bracing 6904 Pa East Blvd. and is always required for stabifty and to prevent collapse with possible personal injury and property 9 g Tampa. FL 36610 Sde�y l e 4ora 8 o ron available from Truss Plate Institute, N SLee truss Street Suite m 312. Aleao °oPI VA � 223 m 1 y 4 Cm�a DSB -89 and B Bulking Component - erection and bracing Job Truss Truss Type Qty Ply Carella Addition 766148 T04 HIP T4116045 1 1 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:16:59 2016 Page 1 12o -0 7-0 ID: CQXom5tT1V1Gr1xSzehljzzheoF fDibEO ?ZscETzzgZZFO ?8 UfGFS0381064wfgzhe01 1 - 2 - 0 I -0 I 5 -9-13 I 13-0 -0 I 17 -11 -0 23-10-4 r� 5.11 -3 4 -11-0 I 5 -11-4 1 30-11-0 r 1 z-0 Scale = 1:59.3 4x8 = 4x6 = 7.00 12 6 • 7 3x6! 3x4 3x8\ h 5 8 4x6 4 �� ` g 41 �1 3x6 u, 2 3 . ,d3 10 17 16 15 18 14 o 13 12 _ 3x4 = 4 = 3 x 4 = 3x4 = 3x8 = 2 x 4 I I 2x6 II 1 -3-0 11-1-4 +- +� II 7-0-13 I st�a I 17 - 11-0 I 23-10 -4 30-8-12 34710 0-1-12 5-11-4 610-0 0- Plate Offsets (XY)— [6:0- 5- 8,0 -2 -01. [7:0- 3 -0,0 -1 -121, [9:0- 3- 0,Edgel, [10:0- 5- 9,Edgel OADJNG(psf). SPACING -. 2 -0 -0 _ _ - CSI. = D FL in floc) I/defl Lid , , PLATES • GRIP _ ,:TCLI -, 20.4.. - Plate Grip DOL . 1.25 • TO 0.59 Vert(LL) 0.17 10 -12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.14 10 -12 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 179 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BRACING - TOP CHORD Structural wood sheathing directly applied or 4 -7 -0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8 -1 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6 -13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib /size) 17= 1096/0 -3 -8, 10= 1015/0 -3-8 Installation guide. Max Horz 17= 265(LC 11) Max Upliftl7=- 476(LC 12), 10=- 517(LC 8) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4 =- 1311/1647, 4 -5 =- 1168/1660, 5 -6 =- 1095/1451, 6-7 =- 895/1351, 7 -8 =- 1125/1485, 8 -9 =- 1371/1915, 9- 10=- 1542/1895 BOT CHORD 15 -16 =- 1268/1066, 15 -18 =- 935/873, 14 -18 =- 935/873, 13 -14= 935/873, 12 -13= 1513/1246, 10 -12 =- 1513/1246 WEBS 3- 17=- 1026/1157, 3-16= 1247/1040, 5 -15 =- 340/426, 6- 15=- 477/257, 7 -13 =- 547/293, 8- 13= 499/678, 8-12 =- 330/221 NOTES 011111111)/ j 1) Unbalanced roof live loads have been considered for this design. `‘1t0 P1/4... a A • ,I�� 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =loft; Cat. II; Exp C; Encl., GCpi =0.18; ``■ — Le fi MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left exposed ; & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 porch left exposed;C -C for members and forces ;+.`.` �\ E irlj �' fi 9� j / � � r • 3) Provide ade drainage to prevent water ponding. +► '` No 39380 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7 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, with BCDL = 5.0psf. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (it=Ib) 17 =476, :� 10 =517. .- YT E a''': 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. -. °� �S (0 R 1 10 " . / - + �, ∎ Thomas A. AIbanl PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 1 February 25,2016 A WARmNG - Vem design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 881 -7473 rev. 10/03/2015 BEFORE USE III Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mirek" fabrication, storage, defvery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB -89 and SCSI Building Component Satiety Informafon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 • Job Truss Truss Type Qty Ply Carslla Addition T8116046 IP 1 1 766148 H Tos Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:17:00 2016 Page 1 Builders First Source, Jacksonville, FI32244 ID CQXom5tT1V1Gr1xSzehljzzheoF 7 11 -243 7 -2 -1 I 15-0-0 1 11 23-8-15 1 3011-0 1-0 2 -0 I 1-2-0 7-2-1 7 -9-15 11 7 -9 -15 7-2-1 Scale: 3/16 " =1' 5x6 = 5x6 = 5 6 3x6 - 7.00 12 3x6 3x6 7 3x6 q 4 B d 3 r �� as 9 @ 10 IY- 2 g `' t ° 1 .+ _: 3x1 = ° _ 14 13 12 11 3x4 2x1 11 3x4 = 2x4 1I 5x6 = 7-9-15 d- -9-15 11 -0 11 23-8-15 I 30-11-0 1 7 -2 1 7 -2 -1 I 7 15-0-0 1 7 -9-15 7 -2 -1 Plate Offsets (X,Y)— 15:0-4-0,0 -2-41 f6:0- 4- 0,0 -2 - 112:0 -3-0,0 -3-01 -LOADING (psf) - - SPACING- 2 -0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL - 20,0 -- Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.10 13 -14 >999 - 360 - . MT20 - 244/190 TCDL• -'7.O LuMberDOL . - 1.25 BC 0.36 - --Vert(TL) - 0.1913 -14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.07 9 n/a Na Weight 166 Ib FT = 20% BCDL 5.0 Code FBC2014/TPI2007 (Matrix) BRACING - LUMBER- TOP CHORD Structural wood sheathing directly applied or 4 -5-2 oc purlins. TOP P CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7 -9-14 oc bracing. BOB CHORD 2x4 SP No.1 , WEBS 1 Row at midpt 4-13, 7-12 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2= 1057/0 -5-8, 9= 1052/0 -3-8 Max Horz 2= 302(LC 11) Max Uplift2=- 476(LC 12), 9= 474(LC 13) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3= 1614/803, 3-4=-1494/809, 4 -5=- 1109/648, 5-6=-1009/646, 6-7= 1109/648, 7-8=-1501/814, 8-9= 1625/808 BOT CHORD 2 -14 =- 633/1364, 13 -14=- 633/1364, 12 -13= 231/861, 11 -12= 569/1322, 9-11 =- 569/1322 WEBS 4-13 =- 643/456, 5-13= 215/355, 6 -12= 216/358, 7- 12=- 656/464 NOTES- `,li {111!1 /�� 1) Unbalanced roof live bads have been considered for this design. 2) MWFRS (envelope) gable end zone a d C- C zone;C-C for members and forces & MWreactions FRS for show; Lumber ``• 00 ....� g 464 . i ce' DOL =1.60 plate grip DOL =1.60 ;�'<' '• •• •\ G E N S � . •• 2 , d • 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. • No 393 ' 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. s 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=476, = 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. . ! s 9=474. i ..-,S ' E di ` '� _ _ •�� .7: i'� 'm ,4 o R1Q,' ;-„> ` e e l � ! O NAi % 0‘% rill Thomas A. Albani PE No.39380 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE M r -7473 rev. 10/03/2015 BEFORE USE. wilt . Design valid for use only with MiTek® connectors. This design is based o upon parame rameters and pro is for this design into the overall NM** truss g system. Before ing use, the building designer buckling unto the applicability design Pa is is always required red for stabilty anddto is to prevent collapse l with (possible individual personal injury and damage. For Additional eeral guidance regarding the Went bracing Parke East Blvd. fabrication, storage, deivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Cassia, DSB -89 and BCSI Building Component Tampa, P, Pa rk 36610 Solely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Carella Addition 766148 TO6 COMMON 2 1 T6116047 Builders FimtSource, Jacksonville, Fl 32244 Job Reference (optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:17:01 2016 Page 1 r 1 - -0 � 7 -11.9 I 15-5-8 ID:CQXom22 -117 Gr1xSzehljzzheoF- bbgLf3lpOD g3TEP3sZ3_AU_K2UQZljjzheOG 7 -11 -9 7 -5-15 i 7 -5-15 I 30.11 -00 -11-0 2 -1 -01 7 -11 -9 1-2-0 t 4x6 11 Scale = 1:61.2 5 7.00 12 /1 2x4 3x6 i \o2)04 // 3 6 3x6 1. S1 7 f4 , 2 1 / n 8 lbb r: , _ 9 i 3x4 = 12 13 11 14 10 3x4 = 4x6 = 3x4 = 3x4 = I 10-7-5 I 20-3-11 10-7-5 9-8-6 i 30-11-0 1 Plate Offsets (X,Y)— f2:0- 0- 5,Edge1, 18:0- 0- 5,Edgeh 10 -7 -5 J QADING.(i :. ; -- z ,'SPACING _2-0-0 CSI. .- L TCLL- -21 -Plate Grip DOL 1.25 TC 0.50 - Vert(LL) - 0.41 10 12 >903 360 M 20 S GRIP -‘-. TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.55 8 -10 >663 240 244490 BCLL 0.0 • Rep Stress Incr YES WB 0.74 Horz(TL) 0.06 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight 149 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BRACING - T OT 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or4 -2 -15 oc purlins. WEBS 2x4 SP No.3 , BOT CHORD Rigid ceiling directly applied or 7 -10-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 2= 1057/0 -5-8, 8= 1052/0 -3-8 Installation guide Max Horz 2= 310(LC 11) Max Uplift2=- 480(LC 12), 8=- 477(LC 13) Max Gray 2= 1066(LC 19), 8= 1062(LC 20) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3= 1568/773, 3-4=- 1442/795, 4 -5 =- 1435 /826, 5-6 =- 1441/829, 6-7=- 1448/798, 7 -8= 1578/777 BOT CHORD 2- 12=- 617/1477, 12- 13=- 233/939, 11- 13=- 233/939, 11 -14= 233/939, 10- 14=- 233/939, 8- 10=- 543/1266 WEBS 5-10 =- 361/681, 6-10 =- 492/433, 5 -12 =- 356/668, 4- 12=- 483/427 NOTES - 1) Unbalanced roof live loads have been considered for this design. ```,%{ {{ 1 t!lt;rl /// 2) Wind: ASCE 7 -10; Vult=130mph (3- second gust) Vasd= 101mph; TCDL= 4.2psf; BCDL= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi =O -18; NS �p,S A . IIZ // t ,61 MW forces FRS (envelope) gable end zone and C -C Exterior(2) zone;C -C for members and fo & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL= 1.60 '► 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. iw, ��Q �1 C . . S • •14,1* • 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 will Z. i No 3936„0. .• • fit between the bottom chord and any other members, with BCDL = 5.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =1b : ) 2 =480, • • * ._ 8 =477. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. r, • 'e E •'' Ctt ♦ r � 'i, � ` O R ` �: • • �+�V' �$ it/ t. /ON . ONAt- { � %% %' Thomas A. Alban PE No.39380 MTTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: 4 February 25,2016 4 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 468 -7473 rev. 10/03/2015 BEFORE USE Design valid for use only with M1ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �- building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members on Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Sally In ava abl from Truss Plate n 218 N. Street, s S ite 312, Alexandria, VA Criteria, DSB -89 and BCSI Building Component 6904 Parke MiTek East Blvd. • Tampa, FL 36610 0 • Job Truss Truss Type Qty Ply Careila Addition 76116048 • 766148 ' T07 COMMON 6 1 • Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:17:02 2016 Page 1 I 1-2 -0� 7 -11 -9 l ID:CQXom5tT1 V 1 Gr1 xSzehljzzheoF- 3o0jtP2R8XcaiRZ ?wTJ 8 DQL B j 41aG9zheOF • 15-5 8 I 22 -11 -7 I 30 -11-0 1.2.0 7 -11 -9 7 -5 -15 7-5-15 7 -11 -9 Scale = 1:60.4 4x6 II 5 7.00 12 0 2x4 \\ // 3x6 ....-> 3� 4 3 \)4,,:' �� 1 e 11 2 I A b `l � f‘7 11 12 10 13 9 3x4 = 3x4 = = 4x6 = 3x4 = 10-7 -5 I 20 -3-11 30-11-0 I 10-7-5 9-8-6 l 10-7 -5 Plate Offsets (X,Y)— t2:0- 0- 5,Edgel. 18:0- 0- 5,Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in -(loc) - I/defl Lid - PLATES RIP 190 . L` - TGL 20.0 • Plate Grip DOL - 1.25 • - - -- TC . 0.59 - `..Ve1t(k '° = -0.41 0-11._ - >900 360::. . MT20 • TCDL '-7.0 Lumber DOL 1.25 BC -0.62 - - . , Vert(TL) -0:58 8 -9 ->631 240 - - BCLL 0.0 • Rep Stress Incr YES WB 0.76 Horz(TL) 0.06 8 n/a n/a Weight 147 Ib FT = 20% BCDL 5.0 Code FBC2014/TP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7 -9-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide REACTIONS. (Ib/size) 2= 1059/0 -5-8, 8= 975/0 -3-8 Max Horz 2= 303(LC 9) Max Uplift2=- 480(LC 12), 8=- 429(LC 13) Max Gray 2= 1067(LC 19), 8= 988(LC 20) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3= 1570/778, 3-4= 1445/800, 4-5 =- 1439/831, 5-6 =- 1442/839, 6-7=- 1449/808, 7- 8= 1569/786 BOT CHORD 2- 11= -633/1467, 11-12=-248/929, 10-12=-248/929, 10- 13=- 248/929, 9-13 =- 248/929, 8 -9= 582/1277 WEBS 5-9=-368/689, 6 -9= 492/442, 5-11= 356/668, 4- 11= -483/427 NOTES- ‘‘‘ tllllilltttt 1) Unbalanced roof live loads have been considered for this design. ` O • + -- - - - - - A - • • , 2) Wind: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =20ft; Cat. II; Exp C; End., GCpi =0.18; � ♦♦ 0 � A & t MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber ` •\G E N S • • DOL =1.60 plate grip DOL =1.60 0 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • • O BQ 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, with BCDL = S.Opsf. a 7C 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 2=480, • '�� • s 8=429. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. i - e - �,.,�. r M me` . �•� • � • ii iiiiiiiiit t-- Thomas A Nbani PE No39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 511 -7473 rev. 10/03/201 BEFORE USE not Design valid for use only with MTeklw connectors. This design is based o on n N upo it n parameters s shown, and is and dris for property i individual b uilding co into component, overall a truss system. Before use, the building designer must verify the app' t3/ 9 Pa MiTek' building design. Bracing indicated is to prevent buckling of individual truss web r and /or or members embers ony. Additional Temporary and p�nanent bracing is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the oa Parke Eat Blvd. fabrication, storage, deivery, erection and tracing of trusses and truss systems, see ANSI/TPI1 Quaety Criteria, DSB -89 and SCSI Iuldng Component 69 P, FL 36610 t Blvd. Safety Intormallon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply Care lla Addition 766148 T08 COMMON 3 1 76116049 Builders FirstSource, Jacksonville, Fl 32244 Job Reference (Optional) 7.640 s Sep 29 2015 MiTek Industries, Inc. Thu Feb 25 10:17:02 2016 Page 1 ID:CQXom5tT1 V 1 Gr1 xSzehl 3 o 0 jtP 2 R 8 Xc 2 gRZ8E0aimcc ?4TICDQoBj41aG9zheOF • I -1 -2 -0 7 -11 -9 15-5 -8 1 1-2-0 7 -11 -9 I 7-5-15 5-3-0 5 x6 = Scale = 1:57.9 5 7.00 12 0■ 2x4 I I 6 3x6 2x4 \\ 1001( - 4 i 3 1, t11 N ` 2 p; ra 3x4 = 9 8 10 11 7 3x4 = 3x4 = 3x6 = i 10 -7 -5 10 - 7 - 5 1 10.3 1 LOADING (psf) -•, SPACING 2 -0-0 CSI DEFL. in (loc)- Ndeft - L/d PLATES ..GRIP • - .TCLI 20.0 T .. - Platb.Grip DOI: 1.25 TC "0:58. Vert(LL;' - 0.48: ' 7•.9 >513 360 MT2O : ■ „ 244/190 : - TCDL 7.t} Lumber DOL 1.25 BC . 0.68 • Vert t `~' " • (T )' • - 0 . 61 - 7 -9 >399 240 ' BCLL 0.0 • Rep Stress Incr YES WB 0.73 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight 115 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 BRACING - BOT CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except WEBS 2x4 SP No.3 end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb /size) 2= 733/0 -5-8, 7= 648 /Mechanical Installation uide. Max Horz 2= 396(LC 12) Max Uplift2=- 329(LC 12), 7=- 330(LC 12) Max Gray 2= 753(LC 19), 7= 741(LC 19) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2 -3=- 973/376, 3-4 =- 819/398, 4 -5 =- 801/429 BOT CHORD 2- 9=- 555/893, 8 -9= 168/331, 8 -10 =- 168/331, 10 -11= 168/331, 7 -11= 168/331 WEBS 4- 9=- 499/434, 5- 9=- 354/707, 5 -7=- 632/343 ' 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= 3.0psf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; ``t�tritl111t1tt MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber h � tt a � p f '-' - ' '�• Ai I,! DOL =1.60 plate grip DOL =1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `.� ;( , • \ �r E N S `•. '� j 1 . 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 will *:••• fit between the bottom chord and any other members, with BCDL = 5.Opsf. ” :• No 39380 •• � 5) Refer to girder(s) for truss to truss connections. •• g uplift at 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib u lift joint (s) except 7 =330. 1 Pt Gt =1b) 2 =329, 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. : *V z ` " 1, "0NA ..... �� Thomas A Alberti PE No.39380 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 25,2016 WARNING - Verify design • g' parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 rev. 10/03/2015 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, not . a truss system. Before use, the building designer must verify the applicability of design parameters and • building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members r niy. Additional tem i5 ra yig a nd to the overall is always required for stabiFty and to prevent collapse with possible personal injury and p e Permanent bracing A A�� fabrication, storage, defvery, erection and bracing of trusses and truss systems, see property damag For general guidance regarding the I3/, / Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alex andria , VA Qualify 2314. 13311-89 a SCSI Building Component 6904 Parke East Blvd. Tampa, FL 36610 766 Truss Truss Type Qty _ Ply Carella Addition T8116050 3 1 766148 ' T09 COMMON J ob Reference (ODtionall 7.640 s Sep 29 2015 MiTek Industnes. Inc. Thu Feb 25 10.17:03 2016 Page 1 Builders FirstSource, Jacksonville, F132244 7 -11 -9 ID:CQXom5tT1 V1 Gr1xSzehljzzheoF- Xy 54123vgkvSb 8 Ko 55xJ g 9A p teR y tnKxk27obzheOE 15-5 -8 j 20-8-8 7 -11 -9 ( 7 -5 -15 5 - - Scale = 1157.6 5x6 = 4 7.1X1 12 (Li! 2x4 II 5 3x8 3 2 O r , cn 1 r;a 0 r ''- 8 7 9 10 6 3x4 = 3x4 = 3x = 3x6 10 -7 -5 I 20-8 -8 I 10-1 -3 10 -7 -5 PLATES in (loc) I /deft Ud L DEF. PLAT GRIP LOADING (psf) SPACING- 2-0-0 CSI. >511 360 PLAT GRIP TC 0.58 Vert(LL) - 0.48 6 - TOLL 27.0 Plate Grip L 1,25 25 - .` --CC 0.68 ...; - V,srt L -0.61 6 -8. >399 240 - - - .. -- TCDL : 7:0 - - L,�trbar -DOL 4. •. -_ �) 0.02 6 n/a n/a - - -WB 0.74' • - • i Horz(TL) Weight 1131b FT = 20% BCtL - 5 .0 Rep Stress 11 7 Matrix BCDL 5.0 Code FBC2014(TPI2007 (Matrix) BRACING - LUMBER TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, except TOOP P CHORD 2x4 SP No.1 end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4 -6 - MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. (Ib /size) 1= 651/0 -5-8, 6= 651 /Mechanical Max Horz 1= 367(LC 12) Max Upliftl=- 277(LC 12), 6=- 333(LC 12) Max Gray 1= 673(LC 19), 6= 744(LC 19) FORCES. (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2=- 964/382, 2- 3=- 827/404, 3-4 =- 809/435 BOT CHORD 1 -8 =- 564/90 7 -8 =- 169/332, 7 -9 =- 169/332, 9 -10 =- 169/332, 6 -10 =- 169/332 WEBS 3- 8=- 499/444, 4- 8=- 362/717, 4 -6 =- 635/34 NOTES 1t {tt { {ittlt /♦ W 1) Unbalanced roof live loads have been considered for this design. ♦ 2) nd: ASCE 7 -10; Vult= 130mph (3- second gust) Vasd =101 mph; TCDL= 4.2psf; BCDL= 3.Opsf; h =20ft; Cat. II; Exp C; Encl., GCpi =0.18; t� A . ♦ ' MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C -C for members and forces & MW - FRS for reactions shown; Lumber `,,'•0,G E . N s S' / DOL =1,60 plate grip g 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (y O 39380 • �. _ _ _,_, 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 * Y fit between the bottom chord and any other members, with BCDL = S.Opsf. �� ± 5) Refer to girder(s) for truss to truss connections. t =lb 1 =277, - : f 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except l! ) r k 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design o f this r 6 =333. E • � ` s truss �'� f �� : ' � 0, , � • ( O R F x - . * * c, S • • s`S j...... a �� ♦ ♦♦ � N' ♦ tttttiititt t Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 25,2016 e.... WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev. 10/03/2015 BEFORE USE. r L design into the overall Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate rate is temporary building design. Bracing indicated is to prevent buckling of individual truss web and /or chord members only. Additional l regarding the temporary and permanent bracing MiTek' k always required for y and prevent collapse with possible a ible u sy el injury and property o damage. For general Tampa, FL E ast fabrication, feI on elver ti and available from Truss Pete Ic Information te, N SLeeS truss systems, treet, Sui a 312 Alexan VA 0 2231 4 Criteria, DSB -89 and BCSI Building Component 6904 Parke East Blvd. Solely y ia co Dg CU r - Co y C .0 D --1 D O r ■ ° H A IIIII A tA Z A D X ^' 11 '' in _ p '" D V o yo - z o a 0 0 p, nQ m 30 �� m " ' 5 o o-5 0 ' 1 Z a 00 7� Cp 5 Q C _ ,, 5'c'<a r 5 p f • 5- (DC 0 () (D �m Z Nl p 3 a n v, (� O n QD 0 n O (D N a(D .0 N 0 _. a 0 0 ° - Q D -- O (7 D Cr o QaoQ�(O mo Q • Q n m o�» m < �s .< 0 mA aa 3 - ", Z O N 0 3 «< co m a � Q o ap 3 '^ CDC y (Q (n 3 �G n 0 9 N C v cr ID N 2 °� �o n fo pm�Q O �nQ ° oQO cad rn °�3° _ � O Q Qn 0 c ° Z Q O Q� n c a; -0 n 0 •• 7 3 W 5 Q Z 0- _ m � q _ o m Z • Q Q Q n 3 . Q Q� o 3 Q Q a O 0 5. � (D ° S 0 0 0 O 3(D� 7C N N p 05'a5 Z Q Q a, K 50 O � O 0Q-o C O 0 Q 0 • aia 7 � 0 C0 r) 0 • D 0 Q • CDX - 0 0a 0C5 Cr Q n • N CQ O N 5' Np 5 n N (D0 N S K N > N • 7c m 0 C C m m � Z C) CI D rn v Q. 3 m e x, A n c x m >o O TOP CHORD � • N C N O _ W y v m ma-4 C1� 0 S a) V C H yvD Z p W N �v D ti 70 - 0 - S� - W 73 .. vii v �' 70 -I A ... e:p CD (A � . °, W T N T H m O Qp 5 CD LU 7 (p N U y N A �' cf M m - E = N) > > v , ,- n (A N CD G iZl y m < O W2 -7 O N •r �„ �� 1 a� S O W� O� v 11 �' LI, 2. 0 °, o ( R O li m 0 N N n = y 7C 0 Q H CD CD 0 CD U ® H a TOP CHORD i o, : a � - - > 0 urOm p cDc ,., 00 (-) ,,,, .,_ ' !`) :- 0 - r1 10 Z0) oa �. <.o o �3 � Q mo3 afl o �Q �� 5� �� o`o (� o ar �z Q 3f� Qy Q Q c Q m 3 (° Q 0 o ° a' - 3 (' ° o m m o? C° Q §..a o 0. ° -. Q m 3 �( ° o a o m 0 .< 0 c o a _ ° m a a-o m- 30 o <. °3a m m m m ° Q (D 0' „,C- -0 a 2) S) O o o' O .- 5 a ° a g N . _ x Q a s 0 3 0 (0 ,, E g c 3 ] --- O 5 o O N o a`" 0 0 °. o• x m o 0 3 -( n ° x o Q 0 --- °-cD "0o m Qo ° a ° o , T. ° Q3 °- @ N • a'‹Q cD � n 3 c 3 3 ca) o m 0 -o m 2 o� -5 o °- (D O ^ • 3 mo m a (m m � - o ' o m a 0 3 • o ° � ° o'` o. - � mm ° ° a aQQ ),<6 O ri V, � -0 au a 2 0 (0 a o ° °3 Q g -< 0 al o N c m c � . � a o _ _ n c m moo o a - 5 c FD' .Q �5 3oa o 0 '? f N m ( 3 ..4) 0 o 00 5 Q ° „2 00 o 0 °0 mFg- o ooh p o m 0 co5 - Q•a N < p 'al 5-`. 0`^ � a0 a°n a E 70 a c'3 C �a) ° °m �° os a m �, - , _ 3 o a,�o -, a a No 4a coo 0 0c1 mm ° 3 .-% m o (Q no m =. < 0 0 c° m 2 0( 0 - 0 m ( a N a j 0 a m Q ° a= o > o 3 r ? � 0 CD— Q (D-x5. o� m m . — a m.6 s° 2o0 0 m 0 Fa a '" o < oa co 0 c ° (° D O a ° f o m0 0a N oc 0 z ° , c 0 N0 07 f Q 3 3 0 0 ' g m� tiz - o a3 m 0 g. — C ii n ( O O Q< n -° Q '�" (� Q ' O ? 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