Loading...
1024 MAIN ST - NEW HOME PERMIT tr- , `'' -''�s, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-SFR-37 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME Estimated Value: $190,000.00 Issue Date: 3/10/2016 Expiration Date: 9/6/2016 PROPERTY ADDRESS: Address: 1024 MAIN ST RE Number: None GENERAL CONTRACTOR INFORMATION: Name: RPC GENERAL CONTRACTORS Address: 248 LEVY RD DANIEL RODRIGES Phone: 904-241-4416 PERMIT INFORMATION: FEES:——----- ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $375.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $750.00 STATE DCA SURCHARGE $11.25 STATE DBPR SURCHARGE $11.25 SEWER SDC-SYSTEM DEV CHG $4,050.00 WATER,OVIVNEOTITPRI8,.MEMERNCE $8+0CI L CITY OF ATLANTIC BEACH ORDINANCES AND TIIE FLORIDA BUILDING CODES. r" �I f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD „/-1, $) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV CHG $1,140.00 Total Payments: $6,722.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITII ALL (I'll' OF ATI,ANTIC BEACH ORDINANCES AND TILE FLORIDA BUILDING CODES. 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: m / 1 S Development Size Habitable Space / 2/ 57 Non-Habitable 5/1-/ S;F Impervious area 3 7• 5 %G Miscellaneous Information Occupancy Group Q- 3 Type of Construction V 13 Number of Stories Zoning District Q - Max. Occupancy Load Fire. Sprinklers Required Flood Zone 1( Conditions/Comments: VERMEY ARCHITECT 420 S. . 904-246_11SO JACKSONVILLE THIRD ST ;EACH,FLORIDA. 32250 February 16, 2016 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 Phone: (904) 247-5800 RE: Plan Review Comments for 1024 Main Street,Atlantic Beach, FL 32233 Permit Application#16-SFR-37 To whom it may concern, Please see below for responses to the Plan Review Comments dated,January 15, 2016. Response to Comment 1: New information provided per your request. Response to Comment 2: Page A1.2 revised per your request. Response to Comment 3: Pages A2.1 and A3.1 revised to reflect and depict Asphalt roofing. Response to Comment 4: Addressed on Section 1/A3.1 and product information to be provided. Response to Comment 5: Provided per your request. Response to Comment 6: Provided per your request. Response to Comment 7: Revised sheets A2.1 and A3.1 to reflect asphalt shingles. See product approval information provided. Response to Comment 8: Plans revised accordingly. See notes on sheet A0.0 and plan revisions on pages A1.1, A1.2 and A3.1 Response to Comment 9: Comment is no longer applicable since spray foam insulation will be used. Response to Comment 10: Smoke/Carbon Monoxide detectors already depicted on page A1.1. Feel free to contact us with any questions or concerns. Sincerely, r:G and Vermey -%; Q,(■ C '�1R#4630 �C << vi0 " y i yL,lr CITY OF ATLANTIC BE X /� f V `e �s" �:� Building Department / t'� 800 Seminole Road f ��'1S / �� b s) Atlantic Beach,Florida 32233 (904)247-5800 4 ;.4,43 f ir(1 PLAN REVIEW COMMEN1 Permit Application # ‘6 3 F - 3 '7 Property, Address: JO,?e/ tea.h S Tll. //in Applicant: R PL Project: 4/49 tv- !7o»'s e,f This permit application has been: ❑ Approved Reviewed and the following items need attention: 7 nor to/a Proabc ' revs l AiiIirs ers- sha`/ 4 lv lo/-e. A !.Ai r S d r ft v M&:e r s st ki Y/A d--Oce)rt,.r�? , /2/a /1 vrotr•r- 14 7> Ot Ct" " r4 valve t.t.y 11 b,e. oeccp you he we A . (,'n d i r 0%4' "8igke r wt dove A ca for yr, fir&Is i 4 A-4 e D V a no/ 4./r; 74 5 or• he11�4 epe s o ?'/roc4c/ ot�/)rp v ( in4rrra i r. SAeoA Can •-Penn of a' al\ Pa -'e // l, d " -/-A eT e. % S 4 sec/iorl Cvl" 3A/4, A On -/ h-e -rovncrla o 1Un hvf no F t r a O 2. Cv+ © - (en lh plr�WN I �1 ~�}�.� Y'�Oc � 1 (loreiz 40 13(A1011);,) ol-e (Jc r moil- an el o/ro w ° h 4A g p0942 01 Cr // CT;-er r .E "/A41r.e Y 3 A /dad 1000 r in ')COIF)-- j)'1 '7-11 et I- /ac a /-roi'1- ' Pa o �- /�'a. 1 5'h6iv" The/al ' a/din s' ea rl Root-. w 9 /QS 1t i �! Prc�J��' /9 rotatl Pa eS Shv a S � /PS �o be_ c9 o c0 e r-i el . R-e - Sri 13 '- q C c 4'al 19.-2- 1 Pa .e._ -for all coP)Qs' S'� b m 1 11 4104 'C CIA Please re-submit your application when these items have been completed. P Reviewed By: Date: /—LS-16 pas.? / Ay02y1 -(1411 sI, y;��� CITY OF ATLANTIC BEACH 0 ; ;ri, Building Department A .) 800 Seminole Road J r: Atlantic Beach.Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # /6 — S FR— 3 7 Property Address: lad 9 /Vain S 1.? /'7 g Applicant: LV PC Project: 71P t� 1/0'71 . This permit application has been: ❑ Approved L Reviewed and the following items need attention: S C� S'Ae w �OO -F Ue/ k 1aTian Cofc i1C7 to ' Fr3G i2eS7cle,I )- ia I eeCC ) on GrHe of -0,-e plan `' T - S ry •-Pc'c v t o S . IrX4iov\p ! cDe5 . /P t v V S-e C� S c., b rn;l 1- Pr o of v c -f 1/n/n� -roe✓ hi%of-1 "ton G�n C� 'eCIdY cn PIah S -�ti a 1 A- re- i % 00 Ue✓l4 '01, �5 Scab rn��f- a copf-es e -1 Poo f -/-toss eniAc�2rh - ��,.1�/ �h aO,n.�-er-/ //rc/i ?I-Pc-74 'Aa Jl ci/�c7 S/r5, n o '-{' on �k!"S1e ft) n 1 /-e/ S'e 74 s a eri-e r C a Ict.lo/rte J fi � h'1 '�7 �., Corry �j 4.4 '' +0' i"nE1vC/,e /nanppva I µ� " $ in a//nva I "S "; p(lc 7L �4 oozlc c'Q COr1 -rrs' v Y al 10r1 -COY' en -■r-_ AouS--e 0A .0iiiftee#‘ O!?-e_ 0 -' -I- -- /21o1n Fate s ,� A e.A ) Std- f ply El R-e 4-v r n 5', p( �" ��ro11i PracloSS 4provcc/ !l'1'�tl/✓riOl�iUm tc1✓q ��°i//y� -�fr 0o ( S�brn, T a CO pi-c S S(5n.e1 Sew(e o/ i71 IcY nnov fie, Tc/r 4t/ - Co r pr 1'J 5A ear ca/cv/a'an s 00A Please re-submit your application when these items have been completed. y Reviewed By: /P Date: /-1 S-‘-/to Pqg-e z CITY OF ATLANTIC BEACH Building Department 800 Seminole Road h yr Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application #/t 3/7-W— 37 Property Address: /0 0) y "mu-, Applicant: Q p C Project: Iii e This permit application has been: LI Approved .11- Reviewed and the following items need attention: SC, b'77 y i calCV/a Tiernj 3)2 D4. Ce4L yen 1, Za 71,0-e7 S`, 5-74e • lr S J' Vto y rci• /")t S'4 fir him 40l s v Sec 24? 3 b,,<y-/ of ci r/c.- civ,71 /'o /I1.1 74 5'hvc4. /c Ca "fail 0( $'rncZv ole.1,9e S . Fqx 'c e././J 6 r,y, Please re-submit your application when these items have been completed. Reviewed By: � Date: ,2 - 3-16 pai.e ss1 CITY OF ATLANTIC BEACH PUBLIC UTILITLF S z 1200 Sandpiper Lane r jl S ATLANTIC BEACH,FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: /-/ ,S-/C., Project Address: /0 2 /1,4/.,) Sr No. of Units: Commercial Residential ✓ Multi-Family , New Water Tap(s)&Meter(s) Meter Size(s) 3l y New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer ✓ Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# /( — 5E/2 — 37 Water System Development Charge $ /q , U0 Sewer System Development Charge $ 0 0, Water Meter Only $ / 8,r at) Reclaimed Meter Only $ Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ sO, aD Other $ TOTAL $51 9is o r) APPROVED: Kayle Moore,PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED 01.Ari;/r, City of Atlantic Beach ��jj�� APPLICATION NUMBER Js 4+ Building Department -REC V (To be assigned by the Building Department.) r �1 800 Seminole Road /l ('��!D 7 ...r rr Atlantic Beach, Florida 32233-5445 JAN 0 7 2oi6 /(� `�/_/` Phone(904)247 5826 Fax(904)247-5 j 5 �o;1 9' E-mail: building-dept @coab.us By. / Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: d 2- 9 g i/ Jr Department review required Yes No :uildin. L, Applicant: Wp - anning &Z(2n Tree Administrator Project: /4 hi Ma /1/g ublic jies i Public Safety Fire Services Review fee $ 5-19 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: APP CATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING 1^----' I/Zo�1 C,Reviewed by: Date:___ 7( -I I% TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. n C WORKS Comments: 'UBLIC UTILITIES /—/S—/6 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 slay City of Atlantic Beach RECEIVED- (-- APPLICATION NUMBER i. s� B uilding Department (To be assigned by the Building Department.) r 800 Seminole Road JAN 0 7 2016 `o - �""/Q- 3,� s Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 =0;ti� E-mail: building-dept @coab.us BY: Date routed: / 7 /6 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /t 2- 9 fh I Jr Department review required Yes No uildin Applicant: X, C.., anning &Zoni Tree Administrator Project: //( At /fro /7/g ubliJies ,9 Public Safety Fire Services Review fee $ Dept Signature _ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection ------ ---------- Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: M{Vproved. ❑Denied. (Circle one.) Comments: ✓e& (9,w/li"J BUILDING f PLANNING &ZONING Reviewed by: 0/C ,I____/ Date: //5/41 TREE ADMIN. Second Review: 'Approved as revised. Denied. (PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 S',:Lyr,,� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road // , ("i!� 3 7 j _. �,- Atlantic Beach, Florida 32233-5445 W d�_ Phone(904)247-5826 • Fax(904)247-5845 \401119'' E-mail: building-dept @coab.us Date routed. / 7?//& City web-site: http://www.coab.us ' APPLICATION REVIEW AND TRACKING FORM Property Address: /4 2- 9 e/, ,/ Jr Department review required Yes No A uildin Applicant: / anniing &Zon• pp / Z„.. Tree Administrator Project: /Y ( N th M h eriblic Wor is Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. enied. (Circle one.) Comments: ID BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: I i--1 pproved as revised. I Denied. PUBLIC WORKS Comments: 5e—e- O`,• PUBLIC UTILITIES { PUBLIC SAFETY Reviewed by: �� Date: 03 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 sym;i City of Atlantic Beach APPLICATION NUMBER j\ Building Department (To be assigned by the Building Department.) 2 800 Seminole Road /l , r�!,_ s �f J-, $) Atlantic Beach, Florida 32233-5445 / ( /_�vr Phone(904)247-5826 • Fax(904)247-5845 ,:�J;t1 v E-mail: building-dept @coab.us Date routed: / 7 Ke City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /6 2- 9 /NA i jr Department review required Yes No :uildin• _ Applicant: --k, Z,... ,da- in• : o i•• Tree Administrator Project: in in g _ublic Wor - •• is Utilities Public Safety Fire Services Review fee $ Dept Signature _ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING �� / J4 Reviewed by: ate: G � [‘ TREE ADMIN. Second Review: ❑Approved as revised. I (Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 0 ° 4- = L +, css +' v co U a d O O 4- Q v J 0 C ■21 ) 'iz 1_ Y .-, v U -0 L() N - U') ▪ 0 O O) 4 N O) E -C 00 O) O U) E 0 C LL M Q Y C _ L U)co > O O > —co W Q co CO m .� Q Q) o `o c n Lu A. V U 0 (f) ° ° a) `L U U Z Q O ry Li 7 gO• � C O cri Ad, ▪ O — w `Q >- 3 E cz C > a J 0 .O O `° 4 >- I tea, .0 07 07 C _ co 0 0 ° "' CO C — - C) C W a Y o0 D cn co C a c 0, U) +' , C 0 00 0a > > O 0 Q. .o ' ° 0 `0 i x CC Q 0 O 0 = E U 0 d a c Q V) io o in a) LL C O O 0 m m in m in To W xt ..... V o) T w 5 = E . 2 U) 'a it cn U) Q 0 O O H ^ 0 a 4. Z °rn • n cn Oa1 U TS 0 _ _•0 ` Q) 7 C C 2 a)Q a) o cu d N N 2 > O Q) m yy CC CO CD ++ D U U CC s_ C U_ = -0 7 U) N O to -O Q U TD m E E C .3 n ca c a s Z M a, a a r-2 o N _c C a) Y Y > J > ti • O C O 0 _0 CO U LL (O >_ d CO C a >_. rts U 0 N Q r0 co O co (NO E H Q m c L!) p U 2 N v > • 0 no a) 0_ `ob CL N v ro u 0 a} re - a) a) U) N N + D Cl)w C (�>_. C -0 C C as C co O , ,_ 'O f0 0 U C (U C = LO - a) O CD -0< ,_ o ° a — ° -C O C o ca o x 3 ° c z Q 0 w 3 a) o o cn = U O Li_ Q d v v C o rn (n cn (n Q O — X O N CU v _ Y 3 W ,— N CO V Ln CO N CO V' Lo CO N- 0J O) .— .-- +' 3 ca CL s Q ° 3 U Q m It Ta U 0 J N U CO CO (Li co 2 N N ( N co .ar r A • • cn C O C O w lj E \ J O O E c (n O C C N d E C d -0 c m O c = m c _ -o Q >m j L U o a 0 NN Z co O CV L cc x o m o D v E c a-. E co .E ci N- C/) cc .O x N O X •` CO n. O 0 C C 0 c O u) Cn Y a > > E m 4, co CC L) - L_ 12 U CD CO L L 4 U_ U_ — • Z z C (Q 2 4-- O O L cu C CO O Cn L O cn C6 L CU Y C 00 t� C Cn O N > O OU U N O C C O cn O D 0 C a C«- E O (0 0 O (ll a (ll (ll D d N L Y O L E co 7 O .� O Q Q CC J L (0 N U C U cr (n T LL a-.. Q' m T I— C O L (n C2 Y Q U J C 3 > O (6 O d .� (fl 0 L Q — 0) 0) Q C/) 0) CO C O C6—< 0 C 0 L .0 C L L C O C C L C 7 N 'J >+ i- = 0 r N O L N 4 +- w a) — .- O �O 7 E O (a6 CD ■ C .- Un .2 — w E (ll C _c ? Q O C — -O D 45 O CB O O Q O O Q _c o z cnw �nU � --. 0U) 0 QDIZmo '— CC CC � -, U � � O • a °(\i ci v in o N- ao 6 cci () 4 Lc) co � co. (3i ° (`i ri 4 LO cD N- R U (U a - - �a 0 O J cv Ch N co U) !7 - Y d, It , „ d 5 N 0 O O t ni de J 1 N., ‘ pi N c �O o Cr• a)ra 47,fl. a n O 2 Co cn aCi +~ H O `l t 0 Co CO n U O O d 0 o O U 0 a) m R. H i m m a) a) C C C L, O O V N C (n (n C O C c U 0 O = n a. C E 2 co i7) c7) 2 U) I— Z O w _c N U Cl.) a - C X E CD o O OU D N E O CD 0 cn - a) -O u_ r fa J C N N Q O O c O C < O (a `- `- 4) O O (/) a) N Ce 0 a N cn • O o Q a O = O L ( U ,C _• O(A W B E c E I- 'O — O O• — 0 O O O' F— m cn U O O H w O O . Q 0 > U) O • = I— O ,— N CO 2 N ,- N (v) V L() (O ti cn ,— N CO 4 U') (0 N- 00 O) ,--• fa U Ili u: 0 / # 4-, . 2 2 u = - / / § /# +-7 U e U ) ƒ _\ cu / • \ 5 \ \ E .2 § C / \ / \ U % « \ c § / .\ ƒ al & 4_, _ E _c 0 _1 \ \ ° \ / E 'L--' ® 2 / o \ / \ _ _ E a. / t t ' n 2 2 ° CI) a) \ e N- \ } L473 E � \ 7 / A @ \ \ , ) CO \ & E / / ® 99 � % - ` % 3 / \ \ > �/ U nQo » 0 \ U t / § \ - u 2 _ ° « / C.3 CL 2 0 /- U ® E / ( U U 5 as / ) 2 = » / c s 7 / 3 CD \ \ § / _o D % 5 ■ -0 0 - 73 § \ cn IX k k - ƒ ƒ \ } m q / \ ' $ E / LIJ Z.' > \ o / \ \ / o \ • a = C • o m re o_ / ° ° < c_ 2 # 0 E = ,_,> \ \ / « \ / ° S o E 7 E ° u q i 2 \ .E < / \ / m / E . ) / 0 E CO \ @ p x - m o z e = _ = z = z \_ \ f $ / / ® o ± < m \ ? 2 / k k k \ \ \ : \ \ / \ w w z ,. & m s v, ) « ) 0 0- 0 9 ® 7 \ 3 % cu .,0 0 _1_ £ 3 / _ = 0 / Q u N S J s c e c u All claims for error or defective material must be made within 5 days of receipt of goods a 35-00-00 21-10-00 13-02-C A05 co 0 9 o� CO II L1 o ALL FLAT CEILINGS-- a O 0 clic) U oA _— 1 A03 Ak N O O • 9 A01 • O • N N N O m B01 12-00-00 9-10-00 13-02-C FLORIDA PRODUCT APPROVAL CODES:MITER PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX 01 I id prior to installation. Otherwise, said claim will be denied. ! LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. Total Load 37 55 p.s.f. Duration Factor 1.25 1.00 Building Code FBC 2014 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure C Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and their connections)in truss space must be diagrammed by the • builder an approved truss layout prior to fabncaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings. documents including the installation and bracing of trusses manufactured by Manning Building Supplies. • Warning: Conventional framing,erection and/or permanent bracing is not qthe responsibility of the truss designer,plate manufacturer,or r7 truss manufacturer.Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection,and permanent bracing which may be required in specific applications See"Bracing wood trusses commentary and recommendations(BCS!1-03)for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords,they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care dunng erection to prevent damage or personal injury Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 4 J� 3 • • 15116" 3,12' 12 2r BRO. 3, Urress need onterados. I I Typical Truss Ends _. Engineer of Record: No Engineer of Record on file Manning Building Supplies, INC. BS 11155 Philips Parkway Dr.E Jacksonville,FL 32256 Phone:(904)268.8225 Fax:(904)260.2981 h NW.MBS-CORP.COM JAXTRUSS¢9MBS-CORP.COM _ Customer RPC General Cont Job Name:-- -- - -- Master's Residence Lot/BlkJSubdV Main Street Atlantic Beach,FL! Scale Y alb --- • . •Number. CENTER BU-JOIST 15432....BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 1/12/2016 J150484 • mitLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: J150484 - RPC / Master's Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: RPC General Cont Project Name: Master's Residence Model: Lot/Block: Subdivision: Address: Main Street City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 7 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. 1No. Sea Truss Name Date L T7869844 A01 1/11/016 1 2 ,T7869845 ,A02 1/11/016 3 I17869846 A03 1/11/016 4 I17869847 jA04 1/11/016 5 I17869848 1A05 1/11/016 6 I17869849 I B01 1/11/016 7 I T7869850 I B02 1/11/016 �^ CN CO Ay The truss drawing(s)referenced above have been prepared by MiTek , •‘‘PSAq�'-,,, Industries, Inc. under my direct supervision based on the parameters �� p'•........ <e 'ice provided by Manning Building Supplies. ; `Z ,.��G•E•NS�.;92�'�, Truss Design Engineer's Name: Albani, Thomas U • My license renewal date for the state of Florida is February 28,2017. 7 K • A IMPORTANT NOTE:Truss Engineer's responsibility is solely for : 3•; STATE OF design of individual trusses based upon design parameters shown : O •. <v�• on referenced truss drawings. Parameters have not been verified ,,��•• c: O R k O P ��+ as appropriate for any use. Any location identification specified is ,'� S�ONA`t;.`��. for file reference only and has not been used in preparing design. �����„��►��` Suitability of truss designs for any particular building is the Thomas A.Albani PE No.39380 responsibility of the building designer, not the Truss Engineer, MiTek USA,Inc.FLCert 6634 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: January 11,2016 Albani,Thomas I of I r- . I Truss Truss Type Oty Ply RPC I Masters Residence T7889844 IA01 GABLE 1 1 Job Reference(optional) ing Supplies. Jadisonvile,FL 7.840 s Sep 29 2015 MiTek Industries.Inc. Mon Jan 11 15:0320 2018 Page 1 ID:66gJxLEmIkX1zAWpB1 GghdydmRw-OCEJB3JhAKgbS3j7ncTcWt55cPy5v53ZZEh5tzwPPr -2.0.0 8-0-0 11-8-4 17.8-0 23-3-12 29-0-0 35-0-0 37-0-0 { } I } } I 1 { 2-0-0 6-0-0 5-8-4 5-9-12 5-9-12 5-8-4 8-0-0 2.0.0 Scale=1:88.8 4x4= 4.00 12 8 9 10 53 3x8 752 11 3x8 12 5 c 3x4 3x10 II ,M I, 1EiI1<5• 2 --"I'd.r...-. 1.112141 ill b' N �3P e 31 30 29 28 27 26 25 24 3x4= 5x8 II 5x12 = 354 = 5x8= 23 22 21 20 19 18 3x4= 0-Z t0 8.0-0 } 11-8-4 I 17$0 I 22-1-8 33/-3-1? 29.0-0 34-84 0.2-0 5.10-0 5-8-4 5-9-12 4-7-8 1-2-4 5.8-4 5-8-4 01-5A1 Plate Offsets(X,Y)- 12:0.5.4,0.3-11,116:0-4-12,Edael.116:0-3-8,Edae1.125:0-4-0.0-3-01 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 30 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.06 18-44 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.37 Horz(TL) 0.01 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:219 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:2-31. OTHERS 2x4 SP No.2 JOINTS 1 Brace at Jt(s):32,33,34,37,38,39 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. All bearings 13-2-0 except(ft=length)28=0-3-8,2 :)-3-8,22=0-3-8. (Ib)- Max Horz 2=-104(LC 10) Max Uplift All uplift 100 lb or less at joint(s)21,20,19,22 except 16=-180(LC 12), 18=-137(LC 12),28=-351(LC 12),2=-248(LC 12) Max Gray All reactions 250 lb or less at joint(s)20,19 except 16=301(LC 22), 21=274(LC 1),18=422(LC 22),28=989(LC 1),2=470(LC 21),22=259(LC 22), 16=298(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=415/177,3-4=-293/148,4-5=-406/205,5.6=408/244 BOT CHORD 2-31=-66/392,30-31=264/206,29-30=-264/206,28-29=264/206,27-28=-264/206, 26-27=-264/206,25-26=264/206 1111111 1J/4 WEBS 31-36-275/722,36-53-336==35/24/61629,3,324-3-335==2397/24/72403,2,65--3342==-218362//402 6 6-28=-821/340, ,!,O-*NS..E A...q<el•#, NOTES- ��`'S ••\`(,i Nsk•..4/✓Oi 1)Unbalanced roof live loads have been considered for this design. ... • • ,,. No 3930 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat.II; -- Exp C;Encl.,GCpi�.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 1-8-13,Interior(1)1-8-13 to 17-6-0,Exterior(2)17-6-0 to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions • shown;Lumber DOL=1.60 plate grip DOL=1.60 ;'fl 1 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry . •i • I • f�1► • Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. • '1% , i 1� '• 1� 4)All plates are 1.5x4 MT20 unless otherwise indicated. •••-•4V•'.�, O ,0��.�, `4� 5)Gable studs spaced at 2-0-0 oc. °' 61 .......• 7)This This truss has been for for li e load of 20.Opsf onnthe bottom chord in all areas where live loads.3-6-0 tall by 2-0-0 wide will 'itIs�O M. •,',`,!!, fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,20,19,22 except Thomas A.Mai PE No.30380 (jt=lb)16=180,18=137,28=351,2=248,16=180. Weir 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 6904 Parke East Blvd.Tampa A.33610 Date: January 11,2016 ill. a WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED*115K REFERANCE PAGE*U-7471 rw.1003/2015 BEFORE USE. Design void 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 verify the oppicobiey of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for 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 ANSt/TPII Qualify Coded°,051.89 and SCSI Building Component 8904 Parke East Blvd. Safely Inlormallon available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandio•VA 22314. Tampa,FL 33810 s Job Truss Truss Type Qty Ply RPC I Master's Residence T7869845 J150464 A02 Common 5 1 Job Reference(optional) , Mannkq Burping Supplies, Jatlnonaine,FL 7640 s Sep 29 2015 MiTek Industries.Inc.Mon Jan 11 15:03:22 2018 Page 1 ■ ID:68gJxLEmlkX 1 zA WpB1 GghdydmRw-KbM3dLxix4JhNtVu0V4?wyOPPyZZmsLOtjoAlzwPPp I -2-0-0 6-10-2 12-10-8 17-6-0 22-1-8 28-1-14 35-0-0 37-0-0 I I I I I I 1 { 2.0.0 6.10-2 6-0-6 4-7-8 4-7-8 6-0-8 8-10-2 2-0-0 Scale:3/16-=1' 4x4 = 4.00 12 5 1.5x4 1121 22 1.5x4 II 4 8 5x5 5x5 3 7 2 23 w 2 8 a d 13 12 24 25 11 10 v d 3x4= 1.5x4 II 5x8 5x8= 1.5x4 II 3x4 I 6-10-2 I 12-10-8 I 22-1-8 I 28-1-14 I 34-10-0 6.10-2 6.08 9-3-0 6-0-6 68.2 0-.0 Plate Offsets(X.Y)- 13:0-2-8.0-3-OL 17:0-2-8,0-3.01.111:0-3-0,0-3-41112:0-3-0,0-3.41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.21 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.48 11-12 >557 180 BCLL 0.0 • Rep Stress Ina YES WB 0.48 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installaiktn guide, REACTIONS. (lb/size) 2=341/0-7-0,12=1671/0-7-0,8=798/0-3-8 Max Horz 2=-109(LC 10) Max Uplift2=-201(LC 12),12=-587(LC 12),8-362(LC 12) Max Gray 2=427(LC 21),12=1671(LC 1),8=811(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-20=-205/302.3-20=-157/327,3-4=-236/814,4-21=-150/718,5-21=-143/789, 5-22=-698/417,6-22=-745/406,6-7=-741/323,7-23=-1311/515,8-23=-1362/500 BOT CHORD 2-13=-294/148,12-13=-299/144,10-11=-406/1239,8-10=-405/1243 WEBS 3-12=-674/301,4-12=-308/237,5-12=-1219/477,5-11=-377/918,6-11=-309/237, 7-11=-634/287 NOTES- `01111111/1j 1)Unbalanced roof live loads have been considered for this design. `.4%1 NS A. 41/04," 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat.II; •e OM•... 8 4.0 Exp C;End.,GCpi�.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 1-5-7,Interior(1)1-5-7 to 17-6-0,Exterior(2)17-6-0 to �% _5. ,•'�G E N S'• 9sy�� 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed:C-C for members and forces&MWFRS for reactions : \, F•'•. 0 to shown:Lumber DOL=1.60 plate grip DOL=1.60 N o • 3938 .� oi 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - • 4)•This truss has been designed for a live load of 20.0psf 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=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=201, -113 '- 12=587,8=362. i, • ' f i • 7.......06:14.r 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - !b `�►- '- , " �.• 0�.' �'•.< 08 E SN •s+. •1#�iS�OAIA�/1` `- Thomas k Alban'PE No.30380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 11,2016 i I AWelly design parern dens N WARNING• and READ NOTES ON TNS AND INCLUDED INTER REFERANCE PAGE M•7Q>I nlv.1N0.tQO1S BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and B for an individual budding component,not a truss system.Before use.the building designer must verify the appicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek • is always required for 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/TPII Oualtly Criteria.051-89 and SCSI loading Component 6904 Parke East Blvd. Salty Inlormaeon available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexondria.VA 22314. Tampa.FL 33610 • s !Job Truss Truss Type Qty Ply RPC/Master's Residence T7889846 J150484 A03 Common 1 1 Job Reference(oDtionall Manning Budding Supplies, Jadlsonvlle,FL 7.640 s Sep 29 2015 MiTek IndusUles,Inc.Mon Jan 11 15:0323 2016 Page 1 ID:88gJxLEmIkXIzAWpB1GghdydmRwonwRg5MZTFCAJX ShSk0JX8VbzpJaIDEVFXTLiCzwPPo -2-0-0 1 8-10-2 I 12-104 1 17-8-0 I 28-1-14 I 35.0-0 1 37-0-0 i 2-0-0 8.10.2 6.0.6 4-7-8 10-7-14 8-10.2 2-0-0 Scale:3/16-.1' 4x4= 4.00 1 12 5 1.5x4 1121 � 1.5x4 II 4 8 5x5 5x5 3 7 23 z _ e J.,. 2..11: 11111111111111111111111, 1.5x4 I I 10 13 12 24 25 11 1.5x4 11 3x0 3x4= 5x8= 5x8= 1 6.10.2 1 12-10-8 I 17.8.0 1 22.5-0 1 28-1-14 I 35.0.0 1 8.10.2 8.0.8 4-7-8 4-11-0 5-8-14 8-10.2 Plate Offsets(X,Y)-- f3:0.2.4,0-3.41.L7:O-2-4.O-3-41,111:0.3-0.0.3.41.112:0-3.0,0.3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (IOC) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.20 11-12 >558 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.45 11-12 >254 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.47 Horz(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-5-0 except(jt=length)8=-7-0. (Ib)- Max Horz 2=109(LC 11) Max Uplift All uplift 100 lb or less at joint(s)except 2=-218(LC 12),13=125(LC 12),12=-203(LC 12), 11=-349(LC 12),8=-255(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 2=382(LC 21),13=412(LC 21),12=548(LC 17), 11=1002(LC 1),11=1002(LC 1),8=495(LC 1),2=379(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 5-22=0/312,6-7=67/338,7-23=-365/174,8-23=-413/159 BOT CHORD 10-11=-62/341,8-10=61/346 WEBS 3-13=-293/152,4-12=303/235,5-11=-363/125,7-11=663/298,6-11=-308/237 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,` 616 M ti f l l i/III, 2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCOL=3.0psf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat.II; ,‘0 NS A. q Iii Exp C;End.,GCpi ).18;MWFRS(directional)and C-C Exterior(2)-2-0.9 to 1-5-7,Interior(1)1-5-7 to 17-6-0,Exterior(2)17-6-0 to ,�� OM �e �j 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,s•A� .••\G E N g•• 1+1,,� shown;Lumber DOL=1.60 plate grip DOL=1.60 �� •• \, F•.•.•, 0 3)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live bads. No 393$9•4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will — fR between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 218 lb uplift at joint 2,125 lb uplift at joint 13 • ,203 lb uplift at joint 12,349 lb uplift at joint 11,255 lb uplift at joint 8 and 218 lb uplift at joint 2. 1.'fl 6)"Semi rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. = ` f • af4 Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 • Date: January 11,2016 Q WARNING-Verily design paramarwa and READ NOTES ON 171S AND INCLUDED ASTEK REFERANCE PAGE AN-7473 rev.10/034015 BEFORE USE. Design valid for use only with MITek®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 property incorporate this design into the overall building design. &acing Indicated is to prevent bucking of individual dividual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- . is akvays required for stobiity oral 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/TP11 Quality Creeds.058-89 and SCSI Guiding Component 8904 Parke East Blvd. Safety Informallon available from Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 —— i Job Truss Truss Type Qty Ply RPC/Masters Residence 77889847 J150484 A04 Common 15 1 Job Reference(optional) MemIn°Building Supplies, Jacksonville,FL 7.840 s Sep 29 2015 MRek Industries,Inc.Mon Jan 11 15:03:24 2018 Pape 1 ID:68gJxLEmIkX1zAWpB1GghdydmRw-GzUg1RMBEZK1wg1u0RXY4L2miDc81hWeUBCuEezwPPn 1 -2-0-0 1 8.10.2 I 12-10-8 I 17.60 i 22-1-8 t 28-1-14 I 35-0-0 37-0-0 I 2-0-0 8.10.2 8.04 4-7-8 4-7-8 8-0-8 8.10.2 2-0-0 Scale:3/16'=1. 5x5= 5 7.5x4 1121 E• 22 1.5x4 II 4 8 4.00 12 5x5 5x5 3 7 t• e. 20 23 12 2 8 In 1 /"tom ft 9 la, v ® 13 12 24 11 10 6 3x5 = 1.5x4 I I 8x8 = 8x8= 1.5x4 I I 3x5 I 8.10-2 I 12-10-8 I 1743-0 I 22-1-8 I 28-1-14 I 35-0-0 I 8-10-2 846 4-7-8 4-7-8 8.0-6 6-10-2 Plate Offsets(X,Y)— f2:0-1-6,Edgel,13:0-2-8,0-3-01.17:0-2-8.0.3-01,18:0-1-6,Edael,111:0.3-O,Edael,112:0-3-0,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.33 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.86 11-12 >491 180 BCLL 0.0 • Rep Stress Incr YES NS 0.41 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins. BOT CHORD 2x4 SP No.11)'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 11-12:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1405/0-7-0,2=1405/0-7-0 Max Horz 2=109(LC 11) Max Uplift8=-575(LC 12),2=575(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-20=-3116/1184,3-20=3105/1199,3-4=2572/1037,4-21=2577/1120,5.21=-2531/1131, 5-22=-2531/1131,6-22=2577/1120,6-7=2572/1036,7-23=3105/1198, 8-23=-3116/1184 BOT CHORD 2-13=-1024/2903,12-13=-1026/2900,12-24=-593/1839,24-25=593/1839, 11-25=593/1839,10-11=-1054/2900,8-10=1052/2903 WEBS 3-12=-571/257,412=312/239,5-12=-369/905,5-11=-369/905,6-11=-312/239, 7-11=-571/257 NOTES- ,.%%11111111fff 1)Unbalanced roof live loads have been considered for this design. ,1st P$ A. A fly 2)Wind:ASCE 7-10;Vuh=l3Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat.II; ,� ��•, �e �'� Exp C;Encl.,GCpi�.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 1-5-7,Interior(1)1-5-7 to 17-6-0,Exterior(2)17-6-0 to 44 G E N 44/0 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed:C-C for members and forces&MWFRS for reactions �� k; V� s�••• /10 shown;Lumber DOL=1.60 plate grip DOL=1.60 i No 393$1? �__. : 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — 4)-This truss has been designed for a live load of 20.0psf 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=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 575 lb uplift at joint 8 and 575 lb uplift at :'17• r joint 2. �, 1 r - • �' 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. i !�- w�— -- ,....• ►~ ., F• .< 0R,o,, e.N47• Thomas A.Alban!PE No-39360 ftUTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33810 Date: January 11,2016 1 la A WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED MITER REFERANCE PAGE MI.7473 rev.10/03/2015 BEFORE USE. Design void for use only with Milek®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 property 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' u always required for stabiity 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/T►I1 Quality Cdlsrla.DSa-89 and SCSI Building Component 6904 Parke East Bhd. Safely Iniormason available from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tamps,FL 33610 s Job Truss Truss Type Qty Ply RPC I Masten Residence 178139848 J150464 A05 Common Supposed Gable 1 1 JOb Reference{optional) Manning Building Supplies. Jacksonville,FL 7.1340 s Sep 29 2015 MiTek Industnes,Inc.Mon Jan 11 15:0325 2018 Page 1 ID:68gJxLEmIkX1zAWpB1 GghdydmRw-kA2CEmNp?sSuYgc4a93ncZayPd9jmEJOirySn4zwPPm I-2-0-0 i 1780 I 35-0-0 1 37-0-0 I 2-0-0 1780 1780 2-0-0 Scale=1:88.8 5x5= 10 11 12 40 4.00 r • 9 39 13 8 14 7 15 8 18 5 77 3x4 19 3x4'1111111111 1111111111111 5x8 I I 5x8 I I _ 37 38 35 34 33 32 31 30 29 28 27 28 25 24 23 22 3x5 3x6_ 3x5= 0- 35-0-0 I 0--0 34-10-0 Plate Offsets(X.Y1— [2:0-3-8.Edbe1.12:0.4-12,Edge1.[20:0.3-6.Edoel.120:0.4-12,Edoel LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.02 21 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.03 21 n/r 80 BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 20 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Wind(LL) 0.01 21 n/r 120 Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 34-10-0. (Ib)- Max Horz 2=104(LC 11) Max Uplift All uplift 100 lb or less at joint(s)30.32.33,34,35,36,37,28,27,26,25,24.23,22 except 2=-187(LC 12),20=-187(LC 12) Max Gray All reactions 250 lb or less at joint(s)29,30,32,33,34,35,36,37,28,27.26,25.24,23.22 except 2=259(LC 21),20=259(LC 22) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-79/273,11-12=-79/275 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-101 Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf;BCDL=3.0psf;h=25ft;B=45ft:L=35ft:eave=2ft;Cat.II; Ex C;Encl.,GC i=0 18;MWFRS(directional)and C-C Corner(3)-2-0-9 to 1-5-7,Exterior(2)1-5-7 to 17-6-0.Corner(3)17-6-0 to 1111111111 P P ) O O 0 1zI 21-0-0 zone:cantilever left and right exposed:end vertical left and right exposed:C-C for members and forces&MWFRS for reactions `•N. MPS A. A4 ,I,' shown:Lumber DOL=1 60 plate grip DOL=1 60 e Ai� 3)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),see Standard Industry `�,��•' (',•E N S'.�I, . Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. • 4)All plates are 1.5x4 MT20 unless otherwise indicated No 39380 __ 1f 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.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. 10 .• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)30,32,33.34,35,36, ......70-_ •- • _ r.I ate- f 37,28,27,26,25.24,23,22 except(jt=lb)2=187,20=187 ";-..�7%". 1 0,A 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ie & .•• � �` •,, n N A14s/ � � •Thomas A.Albani PE No.39380 • MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 11,2016 t __ o WARNING•Verify design paramohra and READ NOTES ON 774S AND INCLUDED UTTER REFERANCE PAGE*11-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building composer'.^ot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this des'gn into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permerent bracing MiTek is always required for 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/Mt Quality Criteria.DSB-89 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33810 • • . Job Truss Truss Type Qty Pty RPC/Magee,Residence 77889849 J150484 1301 Common Supported Game 1 1 . Job Reference(optional) Manning Bolding Supplies, Jacksonvale.FL 7.640 s Sep 29 2015 MiTek Industries.Inc.Mon Jan 11 15:03:28 2016 Page 1 ID:88gJxLEmIkX1zAWp81 GghdydmRw-DMbaS6OSmAalA__BG7sa09m7520VTVhfxxVh?JXzwPPI -2.0.0 I 8.0.0 I 12.0-0 } 14-0-0 2-0-0 8-0-0 6-0.0 2-0-0 Sale=1:27.5 454= 4.00 12 1.5x4 II 5 1.5x4 II 4 P\ e 14 15 3.4 3x4 3 PI 2 13 ii_� R � ■ 'le 8 vi 1 �� A s ld 3x4= 54 II 12 11 10 5x8 II 3x4 = 1.5x4 II 1.5x4 II 1.5x4 II I _ 11-10-0 1 11-10-0_ a Plate Offsets(X,Y)- 12 0-3-8,Edgel,[2 0-4-12,Edge],[8 0-3-8,Edge1,18:0.4-12,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.02 9 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1 25 BC 0.12 Vert(TL) -0.02 9 n/r 80 BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix) Wind(LL) 0 01 9 n/r 120 Weight:50 lb FT•20% LUMBER- BRACING- TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No 2 MiTek recommends that Stabilizers and required cross bracing be instated during truss erection.in accordance with Stabilizer _installation guide. REACTIONS. All bearings 11-8-0 (Ib)- Max Horz 2=35(LC 11) Max Uplift All uplift 100 lb or less at joint(s)11,12,10 except 2=-197(LC 12),8=-197(LC 12) Max Gray All reactions 250 lb or less at joint(s)11.12,10 except 2=260(LC 21),8=260(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 4-12=-171/268.6-10=-171/267 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10:Vuh=130mph(3-second gust)Vasd=101 mph.TCDL=4 2psf.BCDL=3.0psf:h=25ft;B=45ft;L=24ft;eave=2ft:Cat.II: Exp C:End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-9 to 0-11-7,Exterior(2)0-11-7 to 6-0-0.Corner(3)6-0-0 to 9-0-0 zone:cantilever left and right exposed end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 ``Ij1111111//�� 3)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face).see Standard Industry `••% pkS A. ,44�I.,� Gable End Details as applicable,or consult qualified building designer as per ANSI/7P11. `� `v` B 4)Gable studs spaced at 2-0-0 oc `∎N��`�••�C E•N S'••..9/ji��i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads •.f ♦1 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will No 3938... _.• 1� fd between the bottom chord and any other members. e 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11.12.10 except _ / Ut=Ib)2=197,8=197. 8)N/A e r w 9)'Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. r•• I '��'SS�ONA�E•' S. ""fi111olio- Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 11,2016 ■ a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI-7473 rev.10'032015 BEFORE USE. -- Design valid for use only with Milek®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 applicabiity of design parameters and properly incorporate this design into the overall building design. Bracing indicated a to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for 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 ANS1/TPI1 Quafy Criteria,DS8-89 and SCSI Building CempeneM 8904 Parke East Blvd Safely Inlormalon avaiabte from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33810 rruss Truss Type Qty Ply RPC I Masters Residence 778889850 02 Common 6 1 Job Reference footional) acksonville.FL 7.840 S Sep 29 2015 MiTek Industries,Inc.Mon Jan 11 15:03:27 2016 Page 1 ID:66gJxLEmlkX1zA11VpB1 GghdydmRw-hY9yfSP4XUibn8mTha5Fi_gJsQnuE8r5A9RZarNPPk 1 6,0.0 l 12-0-0 I 14-0-0 6-0-0 6.0.0 2-0-0 Seale=1:28.6 404= 3 4.00 12 RI lie 13 14 4 al 0 5 d 3x4 = 1.5x4 II 3x4= oo7,2�•p 6-0-0 I 11.10-0 12.0(0 0.2� 5-10-0 510-0 012-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.06 6-12 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:46 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=554/0-3-8,4=554/0-3-8 Max Horz 2=40(LC 11) Max Uplift2=269(LC 12),4=-269(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-670/298,3-13=-624/306,3-14=624/307,4-14=-670/299 BOT CHORD 2-6=-188/592,4-6=-188/592 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=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=.18;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interior(1)0-9-12 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,`�t11l t 1 i liii4' 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 ,,s. ,p$ A. A� �j�. fit between the bottom chord and any other members. N to ,,n. . e 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=269, `,,•:A-, s'•n C E N S.;.....14,1,00 . +• 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. N O 3933Q .% r —V-- — . .'�, ; OR1 • �.,° 1%;,* Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Ceti 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 11,2016 0 WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED ANTEK REFERANCE PAGE 881-7473 ray.10/03B015 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 opplicabiity of design parameters and properly incorporate this design into the overoi building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stabiiry and to prevent collapse with possible personal injury and property damage. For general guidance regordng the fabrication.storage,delivery,erection and brocing of trusses and truss systems.see ANSI/T1111 Quality Cdlefa,005.69 and 1051 8uldng Component 8904 Parke East Bird. Safety Information avoioble from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33810 w p D 3 co N `O"°' c I D m � D o o ! D■- �z �n Z �* D x y p = _:' A O f3 O �� m p a I ( ii c = > D O_ Do Q-aco�oa C1 oa o O (D 70(Q 00 u. z 7 Z N n� 00 0 � RCN^ 5 5.O -0 It 0 -0QN co Q 0 �� (D x m 0. - 0 ° 0- o QN '.<°—o°-o x,•�f — N Q oQ_o Q Q'(OQOO -0 00-nnO P-(D7'o 7W0 6 2 -Q (D v7O.Q rn 2 °40.(,,0,00. 7CD •0Q ~6N z aOc (D cD P. 4.Ni �.� 0— aO z oQ Qomn D mKO0Q °-o ,c° , o QQ3 aOaao 7 �N° po 0'7.03. 7 7 6 r).0- (D O:-O 7 0 0 Q O Q0-<(Q2p QQan � 7o m C om c ? m :m7 z '027 in7 05.no 7' Q� N O (D N NN (DSjQ_r z Q Q O 400 2(Q Q N (D 7 O o "' N (D J N ( 0- a 0 5-' a.=. 7 N0- 0 -, �Or << 0 (Q 0 0 ODO o `400 cD Q (NDa (D 5.Q �^ K 740 Q 67 7 N 7 ('D CD h � _ �� � CO.'z 0 7Q v^C Q O =j X O 400 0g5� 9 Q7 ( O 7 7 - C J a 2 O N 0 N :3,-- K CD N m () A H= "=", O C V : TOP CHORD co cn (1) c c ci' 'c ° 3 wcn A 0 0 ,Oz 00 -0, n '(O t. ° 9, c (Q A O w - o D - C n- O)Q C m ,on _n m A N ^ O O n- N A O A Z . co N m A O i < D O n N j D m 2 cn •D N D N y D .,O D ® O C co(D a N T -v m a• •(I) co CD N 0 O O -Z O =N O N m �N r.o < Z os z O n N �a o � D D 2 vC m p� (0 (D _ ' (15 7 rn N m m O 2 N ' N~ 7 N(D ° o Q A N m� m O= a 5.; y rn 7 Mill c. O %<D 7 ° y 7 O D w m ® w LA A z =O p� o u m N O A 0 CA) CD SD O m 8D (D � A (" m j m TOP CHORD• •O OD V O. N A w N - - :O P. V . U . w N 7 O T Ill >o a. wax 2 (D o7i '°a O p Q. o D O •O 5 C 0-Q p „2 5 j Q 7 m c0CD 0 3'0 c —06,6, 0 W Bade o a 3 Q. o0-<, .4.<m o U0 7 H n0- 00.3 3-6 c6 _� o n o�.< n < 0< m�n 40 0. _440 g,o oo - oo ° 0-i a m 2fD vga f,� ; H >> o. m 3 3:9a "m m -u 3o Q (D pN �°Q m 3 f° 3 <(1 o 3 (0 o 0 N m 2, Q N •o o o <.° 0 al, m 0 n 3 O c°2 c a 0.A R.5=.5_ > 0g a a O 2 7 7Q. m °'m o 'O m 8 m C ary O f7 0C•�n o p (� O pc �a � 7m o N ° o aim oo m� nm 'c °3m m m' o �.m °iv"m T V, `om '' 'moo °0 7 m ° pr. Ha mm ao7 cod m 3m mvo a -(13 om o ° a�c°�3 xQ O (�ci m 3 - ( a < m m o 7 m N' 7 0. j•o (°l. ? p o -? Cam 0 m 0 0 0 7 0 40 7 N aCT 3 o amm m 7 pn 0-v c - 0. 2H ao 52' c o a> > m min- 40 0 (D O >o m0 mpo z q 0 7s. om og 3, 0 '"2 9m' yAc°-r p 9...t g. o 0-" 3 g - 8951 g� O c c osm n �2 .m 7s c n a nN m' o0- _ om o• am mo v ;. N a o mN j N am o 0 3c °'Qc -- A a7,0 - ?c' N 0-0 „- z'0- -.n O pn P c °c 7 `�3 - os CD oS vo °-=• m5 3 oE, vow z .07 sr. o ' D n c' AO 73 c m co am cow vm b7 0 34 a= < m ,9; a c m�c45 m a O mm P0- = 3 0-0 7m m :o m n ma m £g 0-o° z RN o5 m o7 Do C a•0 °� m m C o' 2 if a,E. o°? o °-g >:,. ya2 c0 Dca ,.a °o o0- g 5 a 5 5c o3 a o m ad v �m �u nom R'H °v" z= vft2 °• -cf uc7° ma< m2 C' () N a no o .0 3 n V a a g 0(0 7 3 p C.O ry p a;3 A? G'Z • 2 o m .t S o o O C 3 �'7 Q a �' �.° co ° so 30- 33 °-0 oo am -0� • mo a om o4 _om mm' C /-/-mo�w o co m a cD g m a 0 m •O° m° o - -o on s f & ° nz a3 (D �y O W n _.tic o f. 3 a_ O - 7 . a p 9-:2 ? 2 • m O 7 0 2 C 2 3 vmi 3 N < 'm 7 D m m m £ 403 s s 7 m? o "m =° o� c 3 � ° >� m� f ?0 32 m o 'o0- a o m- 0Q a a m 3m ~ 'm 3. o,' O ▪ ma c""� 7 �� p 3 N� mco m o a <m mo N fo o a a� o' 70 3 z- ,9, - (D Z cr _ m 0 Jm 3 G O N