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Permit 1826 Ocean Grove Dr (vault) PERMIT WORKSHEET certificate of Occupancyl � Job Address: Type Work: 18 Z( E)c��.�rZZL)E:Z. Property Owner: k= ;�� Phone # Contractor: Phone# Permit#: 05 - 0-964 : Q5 — Z964 Date Issued: Tree Permit# Foundation Permit# Demolition Permit# S - ZjgZ BUILDING ELECTRIC # MECHANICAL # PLUMBING Q Tem .Power# _ Footing JEA Release �- Date ` Temp. Power Slab ! Letter Rec'd. Undersiab Tie Beam Temp Pole# 4w C.\1 $. 3. c,� Lintel JEA Release , Gas Piping Date Nailing/ Water/ Sheathing Sewer (� Rough/ t Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final final Final Final Crl� fill zo JEA Release t' Date � r �Irb� ._.. CSN �i•ti �r'6 ��r�P�� .D S,. Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: r ' City of Atlantic Beach Building Department Certificate of Occupancy f'•f (e f�j�� This Certificate issued pursuant to the requirements of.Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure is in compliance with the ordinances of the City regulating building construction for the occupancy and use for which the occupancy is classified: Date: Janupa 27, 2009 Permit Number: 05-29845 Contractor: Fasanelli Development Co. Address: 1826 Ocean Grove Drive Atlantic Beach, Fl 32233 Description of Structure: Residential Permit issued in accordance with: 2004 Florida Building Code Construction Type: V Occupancy Class: R-3 Design Occupant Load: 200 Sq. Ft. per Occupant Sprinkler System Required: No Special Stipulations/Conditions: None r w MICHAEL Gi&-F BUILDING OFFICIAL a ass City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure is in compliance with the ordinances of the City regulating building construction for the occupancy and use for which the occupancy is classified: Date: Permit Number: 0 5 _ cl 8y Contractor: f Q jr 7 e I I , 't-\1e✓e-�a�n�' W Address: P 3 a 6 ce G �R- Atlantic Beach, Fl 32233 Description of Structure: Vis;dim- � Permit issued in accordance with: 7,001 f-(oxd+ 6uJ U"Ll CZ dit. Construction Type: V Occupancy Class: R - 3 Design Occupant Load: Loo Sg• Fr. - ocu.0*41- Sprinkler System Required: n o Special Stipulations/Conditions: 1Yy- MICHAEL GRIFFIN BUILDING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: vl_ellu�, I Contractor Name: 64 S i4 0 0( l' b t y e (D 2 M.'j Permit #: Property Address: Q C N a h 6 JVD V Z. D r ,`V e- Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as u Single-Family Residence ❑ Commercial ELY Other: 7 W Q Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy.- Department ccupancy:Department Date Notified Date Approved Approved By Fire Dept. �-.. Public Works hp 8 L Public Utilities Building Planning Tree Mitigation Satisfied !! 17 /l 7 errOLJ ------------- Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Termite Treatment /Yes No Boyd, Nancy From: Jones, Mike Sent: Tuesday, January 27, 2009 8:36 AM To: Graham Shirley; Boyd, Nancy Cc: Griffin, Michael Subject: Finals for 1826 Ocean Grove Dr. Final Mechanicals and final building has been approved for 1826 Ocean Grove Dr. I believe we gave them a temporary CO with an agreement that they put the ac condensers,which are on the roof,onto stands,and then do a final mechanical insp.So if there is a temp. CO there now I would recommend the permanent CO.Thanks,Mike J. i MAP SHL,,, iNG BOUNDARY SUI .. VEY DF LOT 2.9, OCEAN GROVE -UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. OCCAN 6ROVE DRIVE , GO' f7/G1-1T- OF-WAY 5und Yt"If PAAI ae"os��Q%4 Z 70.74' C�nc fc� Q CAEr' O✓d►+. FlGt '0T� !L!�' �� N�f o.✓ P.L.� � r.,A'bM � w a l � NEW r3G D 6- c P&h4 r 2-STORY MASONRYe �l� �adOertrY op O , (,',G p 3 • x �• 8as.r✓ LAt u _.1 cn f y1 c� NOTES ; u y y BEARINGS AR ASE ON CE TERL -OF OCEAN GROVE _3 DRIVE AS BEING 5.03'46'42"E.BY PLAT, QO r t NO BUILDING RESTRICTION LINE SHOWN,BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. Cep THIS PROPERTY LIES IN FLOOD ZONE"X"BY FLOOD MAPS y, s' REVISED 4/17/1999,COMMUNITY PANEL NO.120075 0001 D. �9� C - - am y/ _ .. m /Y.t7./04V ap.. W — —t'pO•�— aq 'Faind/1z'lron Prpc r'" ✓C/ n�tFj G'N/ad Fr/,er' L D? 39 F� , L OT d [OT 4/ fir- f (No/D k f84FP,4REOf0R THE BENEF/TOF. RESU/?I/EYED 2-04.00 TO 9H/N6 s'URf/EY UP-TO-QATE. 5'UIV7Ri/sr 8,4/VKMONICA Ll R W/L L/4 M v. NOEj✓P tkJ'URDll..N �Y G® SSU��1��S INC. LB 6645 PROFESSIONAL LAND SURVEYOR. NO.1674 FLORIDA H. BRUCE DURDEN, SR. 1103 SOUTH THIRD STREET DATE: MARCH 27 1997 JACKSONVILLE BEACH, FLORIDA 32250 SCALE: (904) 249-7261 FAX (904) 241-1252 1 ,20 Jan 16 00 02:50p Rita 9042233075 P'2 -- is•: v^-• ,��.,.;.`•,' ,F "kY :It• `.s` f''• .,, s. ,F:•'.:� �' ••• „ 'f J >''./MQ /K:C I;:. w. :ilttf+ 4 •• �T' 7 T Ns• ,y�(j,'��y '�,Iid•,,'}71y,,�. yjryyy �Lr� ;•��jl .x� Y..._._.....,��,�',,�MY,�I'�>4HIIt(M l�Jl�jli'•+MItMINN11Hi�� llN _. .. .... ...�....__...._.. �4 3006568 � f �yz r" $300.000 DAMAGE RE=PAIR WARRANTY L:,.wlll•1:Ii,glNalx,Nw•.1.•nl Tpyq�p�• r:"" f�ra��n TERMITE SOIL TREATMENT LIMITED GUARANTEE (�a -*-: 14•i=,- Ivrn,„A,y,4t� Your Termite Protection Man for YOUr Ncw I-lomc ••' R. LOCATION OF PROPERTY: Atlantic Beach �� OWNER'S NAME: FaLs.a,)ne,1�,-_D,e.v-elopme,tit_-Group » LOT # _. STREET NAME 1826 Ocean Grove Drive BLOCK # CITY AND STATE .•.. _•_Atlantic_Beach,_FL ___.. UNIT # _ .. 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I,,;ih1- :1 AIIIJfI :Al ION JIMI'111r.ii-mw aryl mi-lar:,vwa I mki..r.,Its. .,rp,v 11.,: Iny rnrdl.rv.•.•n lu'I'"ll In•1•IN•1,1 Iw.r,,.unnll+»A"1 U1 I•',drN1 N)Ow.a wfli 911!•hilt IA•'a'IH,••1.•r17Nsan'y IN, i�"A►•• :Irisinainn.!Awimitill.NM t.h::x iwl rinfNK1.'a I* oil.I:n/lh'a,Wdh'l4•I,:xt11'»••,..,I At1,At.,M,'IxAr ll»,+»ILo.,•.Aa.,.M1.,,...N,A,1Hl.:llti-iA-:'%:YIIkA6'(wim.,xaY1.H HNl.1M,Y.i r,f•.h•dl lw•.1 I114:0 will to"(111:1 n:•A IA Ml nl IIN:r«:11d,HlIx:11%1'1.1 dhN N. „ •I, Ir .1y 'hd•I'Al:YN•Vl'NB Whfal:l'w!Ivl:d.:9 this:J.*k.A.. .,A�*;74 .I'Ver"Wnl 1114•IIxM the MIMtMLYN IN lite:ael it ev i.rd•r.•»vv h,M.•w..d-Rdl wlhm L.uly I.- A&Us'nn Mo..hN ab YVa.1.•.1ovi.4 Vl..pl'N'tYY,"INtf,Nlmi,im or kee 0.n•Y•I,..wal flu dlhy s..... 'I•�s lit, �'�-•r BUILDER Fasaneli Development " s _.. _._. s DATE OF TREATMENT15. ,jun 2005 '1$ ,:;;r...c.; ,•.t;~:.., .,.....,..;'::,u:. ' CHEMICAI"USED Dursban TC x...0...5$.. _...... ._ tC .�__`- s= ^r.�;�:f: :;ov �x APPLICATOR .. . ...._._....Mat t...Rupp - ... - .._._.�._�.__. -^1:r,• ;.: .. i CERTIFIED OPERATOR SIGNATURE� iC X- .__�/�.iCL - (-�. Ql)r t-&-jvj,%, HOUSEHOLD PESTS • TERMITE CONTROL • RADIO DISPAXWED • ALL MA,10A CAP DIT CAlau'ACCEPTED ak IdltiNno Addrr„r::P.O.13oit:i:it 0•Porltr. V(:dra Watch,FL N 00•t-3319 10tk;G Saws: Drivr Wu:;t•Pcnto Vedri Dv;tch.r'L 32002•(W4)2u:,Owl •I:i lx(1.1rM)773-06a? FA.mmiclina Suuch•(904)27-0090•Juch ultvill.,,FL a i90d)223.4256-St.&#W-jina, f L•(704)HOW PEST � psiQr:agp!IA:Irk•(Gtld)17!-GI r)t ruq 611)11(Atli)4Nr11)FK;i;(EsFGj•76?:ti1T/ « �+ ; Rnr 1 iPA•!'11x11:VI 1.1x1! 1:nrh,FI 19004-1.11114 11.. `'{7.•';:' ../!1111.«6,. 1 OCIti6:;awclru;;.Or.W. ionto Vcyru Lica1:10:10..FL;5.•'0tl2 ((SWj'tfb•UU!)'I 2 M;«•u 4 1 11111 - "+•' • ' • ,.'N t';.�'.,. tis• y i• t��• � ., t S�Pi "7i�r �, N! t t"li}�;1, r NN1';�:.�3��; t I.•�' "".. t f � -, a'••� E{,,� y`�,//tl, `;. •/q[f► /•��j'Wy�,� [s,Aypp�{-•�7/ `� �'1s'�;,',aHJp7p1i!JY7� �': �Y�p:�y%i��1'S1;I�I!J� �y'- �-ii,•,ryN� �y, .^.. �i+� .�• •`Y?<.. ..�J, +(�i.M:.J.,,(�.. ii..�5 •.��i t?T'.4 �:;S�.Vl ,•�"'" ,`OP��0��r.Y;,�'::X.;I .;�iti/1 .'�".�'jV411'�Ww 'Y✓�"W ..�',f'.:•. •. �"� T�,k:�.• ��) ; _`•�'• �:t �.,. v.:pN+,• 4., .•i ., r. ,I v' �t.r. \. P w � '',�. �••?l. '•,,Y•,- Boyd, Nancy From: Hall, Erika Sent: Monday, November 17, 2008 4:17 PM To: Boyd, Nancy Cc: Graham Shirley Subject: RE: 1826 Ocean Grove Dr. No outstanding tree mitigation at 1826 Ocean Grove/OK. i::rXka 1-lall P illcip'-d Plainer Citi' of A tIMi tic Beach (1()`wniiiiole Read Atlantic Beach, Ff.32233 (T) c)04.-1-/70.1(-)05 1 r_ . Inrt_I Lias :-rhrO;Id ImIdic ; urns 1 ;��. '��tu � -mem r��ntnnui�catsrnr; ni_�} lu> to plhhc From: Boyd, Nancy Sent: Monday, November 17, 2008 4:15 PM To: Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris; Kaluzniak, Donna Cc: Hail, Erika; Graham Shirley; Griffin, Michael Subject: 1826 Ocean Grove Dr. Mike with Fasanelli is requesting a final CO at 1826 Ocean Grove Dr., permit#05 29845. Mike can be reached @ 339- 4719. Ntallcl Bovd Building; I)Cpartnicnt Citi- ( l'Atlarntic Beach (x)01) 21-7-5811, nhov(10coabms i Boyd, Nancy From: Walker, Chris Sent: Tuesday, November 18, 2008 8:27 AM To: Boyd, Nancy Subject: RE: 1826 Ocean Grove Dr. Is this an internal inspection?????We only inspect the tie at the property line and we did that a long time ago. From: Boyd, Nancy Sent: Monday, November 17, 2008 4:15 PM To: Carper, Rick; Deming,James; Nodine, Phil; Walker, Chris; Kaluzniak, Donna Cc: Hall, Erika; Graham Shirley; Griffin, Michael Subject: 1826 Ocean Grove Dr. Mike with Fasanelli is requesting a final CO at 1826 Ocean Grove Dr., permit#05 29845. Mike can be reached @ 339- 4719. Nancy- Boyd Building Deparin ew Cite( 'Atlantic Beach (90 t) 217-581 1 nhc,>vd0coabms 1 Graham Shirley From: Walker, Chris Sent: Friday, July 18, 2008 3:23 PM To: Brugman Kerri Cc: Graham Shirley Subject: RE: Request for Final CO, 1826 Ocean Grove, 05-29845 1 called Mike and informed him that there had to be an RT-1 sewer clean out box placed over the sewer clean out at the property line and to call when this was done and we would inspect it and sign off on it. From: Brugman Kerri Sent: Thursday,July 17, 2008 12:13 PM To: Kaluzniak, Donna; Carper, Rick; Deming,James; Walker, Chris; Nodine, Phil Cc., Matthews, Carlene; Lanier, Joyce; Graham Shirley Subject: Request for Final CO, 1826 Ocean Grove, 05-29845 A request for a Final CO inspection has been requested for 1826 Ocean Grove,Permit 05-29845, by Mike wJ Fassenelli Development.Mike can be reached at 339.4719. Thanks. GW.a i& 3ngmmr City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach,Fl 32233 (T)904.247.5800 (F)904.247.5845 kbrugman('a/coab.us 1 Boyd, Nancy From: Carper, Rick Sent: Friday, January 16, 2009 9:21 AM To: Boyd, Nancy Cc: Graham Shirley Subject: RE: 1826 Ocean Grove Dr. Nancy, survey was inadequate, but earlier this week they submitted additional information so I inspected yesterday and signed off on 1826 (Shirley has). I have never had a request for the other half(1824)and looking in the garage window it still has a lot of building material stored in it. Rick From: Boyd, Nancy Sent: Friday,January 16, 2009 8:48 AM To: Carper, Rick Subject: RE: 1826 Ocean Grove Dr. Good morning Rick. This request for CO has popped up again. Below is the last correspondence I have from PW. Did Mike with Fasanelli ever submit a survey documenting proper construction of 1160 CF of on-site storage? I don't have anything in my building file addressing this. Thanks, Nancy From: Carper, Rick Sent: Monday, November 24, 2008 10:17 AM To: Boyd, Nancy Subject: RE: 1826 Ocean Grove Dr. Nancy, nothing seen yet. Rick From: Boyd, Nancy Sent: Monday, November 24, 2008 9:58 AM To: Carper, Rick Subject: RE: 1826 Ocean Grove Dr. Good morning Rick. Did you receive the information you requested from Mike regarding the above address? From: Carper, Rick Sent: Monday, November 17, 2008 4:30 PM To: Boyd, Nancy Cc: Griffin, Michael; Deming,James; Nodine, Phil Subject: RE: 1826 Ocean Grove Dr. i Nancy, I called Mike to say PW inspection would not be done until I get a survey documenting proper construction of 1160 CF of on-site storage. He will submit directly to me. Rick From: Boyd, Nancy Sent: Monday, November 17, 2008 4:15 PM To: Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris; Kaluzniak, Donna Cc: Hall, Erika; Graham Shirley; Griffin, Michael Subject: 1826 Ocean Grove Dr. Mike with Fasanelli is requesting a final CO at 1826 Ocean Grove Dr., permit#05 29845. Mike can be reached @ 339- 4719. Nancv Boyd Building Dclmrtmcrnt 0tv ( 1'Atlantic Beach (x)01.) 2 t7-581 1. nhovdOcoah.us 2 I a too I,D io -A to tan S I e) all- 0 5p 0 jar ir w? -01 0 10 04 cl 15 S 01- CD 04 v 10 S� cr *m (04 Boyd, Nancy From: Carper, Rick Sent: Monday, November 24, 2008 10:17 AM To: Boyd, Nancy Subject: RE: 1826 Ocean Grove Dr. Nancy, nothing seen yet. Rick From: Boyd, Nancy Sent: Monday, November 24, 2008 9:58 AM To: Carper, Rick Subject: RE: 1826 Ocean Grove Dr. Good morning Rick. Did you receive the information you requested from Mike regarding the above address? From: Carper, Rick Sent: Monday, November 17, 2008 4:30 PM To: Boyd, Nancy Cc: Griffin, Michael; Deming, James; Nodine, Phil Subject: RE: 1826 Ocean Grove Dr. Nancy, I called Mike to say PW inspection would not be done until I get a survey documenting proper construction of 1160 CF of on-site storage. He will submit directly to me. Rick From: Boyd, Nancy Sent: Monday, November 17, 2008 4:15 PM To: Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris; Kaluzniak, Donna Cc: Hall, Erika; Graham Shirley; Griffin, Michael Subject: 1826 Ocean Grove Dr. Mike with Fasanelli is requesting a final CO at 1826 Ocean Grove Dr., permit#05 29845. Mike can be reached @ 339- 4719. Nancy Boyd Building. l)cpartnxent ('1(v (>f: Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 7 r Contractor Name: Permit #: Property Address: �- Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the., permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Ce ificate of Occupancy: 1 Department Date Notified Date Approved Approved By Fire Dept. Public Works Public Utilities Building Planning Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Termite Treatment Yes No 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ` ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00033624 Date 8/02/06 Property Address . . . . . . 1826 OCEAN GROVE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ B-COOL A/C & HEATING, INC. 5329 DEER ISLAND RD GREEN COVE SPRINGS FL 32043 (904) 509-9744 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 143 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/29/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 143 . 00 143 . 00 . 00 .00 Plan Check Total . 00 .00 . 00 .00 Grand Total 143 .00 143 . 00 . 00 .00 PERMIT Is APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLAm-ic BEACH ORDINANCES AND TSE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: d b- Property Address: ✓t Jr Owner: FrSSJ n e /i Ot/vr . Telephone#: Contractor: 6 - (01j f Alt cal, l )04'VV2 SkTelephone#: 9u�sd� 97�41 Contractor Address: ,Glte+fyd� 3L}�� Fax#: L Contractor Signature: f In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ❑ Gas: _LP _Natural _Central Utility ❑ Oil / ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK p/ Heat _Space _Recessed V Central _Floor Residential !8� Air Conditioning: Room (/Central i/ Duct System: Material Flea Thickness ❑ Commercial Maximum capacity--Lu cfm L3 Refrigeration a New Building ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers:Number of Heads El Existing Building ❑ Elevator: Manlift Escalator (Number) LlReplacement of Existing System LlGasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 a Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 1/04 Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: ft�S�li �l/� mFa� Permit #: a-'tY /- L Property Address: �0 z �P 0 �✓ rj�0 06n�n"IN Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commerci Other: GJ�'1 l` Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire,Depf. 5, !,! e,7 Public Works Public Utilities Building -Planning Final Survey with FFE Yes ✓ No All Re-Inspect Fees Paid Yes ✓ No Termite Treatment Yes ✓/ No ' jV CITY OF ATLANTIC BEACH 1� 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTIONS PHONE LINE 247-5826 � 1{ INSPECTION EMAIL REQUEST: Building-deptawab.us Application Number . . . 05-00029L:��DR Date 8/08/07 Property Address . . . . . Tenant nbr, name . . . . . . T USE 741 RAD/3927 SCHG Application type description TWO FAMIL ESIDENCE Property Zoning . . . . . . . TO BE UPDAT Application valuation . . . . 390000 Owner Contracto ------------------------ --------- -------------- FASANELLI , FABIO FASANELLI EVELOPMENT CO 712 SHIPWATCH DR.E. 712 SHIPWA H DR E JACKSONVILLE FL JAC ILL FL 32225 (904) 614-1999 (904) 614- 9 ---------------------- ---------------------------------- ------------------ Permit . . . . ELECTRICAL PERMIT Additional des NEW 300AMP, 1PH, 4W, 240V Sub Contracto BROOKS & LIMBAUGH ELECTRIC CO Permit Fee . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . 4/06/05 Valuation . . . 0 Expiration D to . . 5/14/07 Fee summary Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 tic' T c0' el 0P ju'l . Ij PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(@coab.us Application Number . . . . . 07-00001121 Date 8/07/07 Property Address . . . . . . 1826 OCEAN GROVE DR Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc early power -------------------------------------------------------- -------------------- Owner Contractor ------------------------ ------------------------ ANDREWS, JEFF OWNER 1826 OCEAN GROVE DR. ATLANTIC BEACH FL 32233 ------- --------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/03/08 ------- -----------------------------_------------------ ---------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �Y PG AGREEMENT & RELEASE J g CITE' OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement&Release Job Address: /j,a ,qw qo It Q r Permit No. Service Type(Circle One): Overhea Underground We,the undersigned General Contractor and Electrician,understand and agree: 1. "Early Power" is ppurely for our construction convenience, it is not required by Codes and does not substitute for Final7nspections or the C/O(Certificate of OccupancyTfhat must be issued before occupancy, and as such is at the discretion of the Building Official. 2. The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval,including meter base connections. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice. 4. "Early Power"release authority is the Electrician and/or the Contractor and must not occur before: a. Equipments devices and fixtures are installed(or blanked off)safely. b. Panel is complete with breakers and cover,and(labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f Temporary address numbers displayed(Permanent numbers are required for C/O). 5..' Pay$300. administration fee, any reinspection fees and any outstanding requirements must be satisfied prior to release. 6. This fully completed form is to be submitted to the Building Department by hand,mail or fax. 7. Future such Agreements will not be accepted from those who violate any one of the above items. CONTRACTOR DATE a PRINT NAME A722 G ELECTRICIAN / /��. h DATE o I PRINT NAME 800 Seminole Road,Atlantic Beach FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 11ttp:Hwww.coab.us revised 11.29.06 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029845 Date 4/05/05 Property Address . . . . . . 1826 OCEAN GROVE DR Tenant nbr, name . . . . . . THOUSE 741 RAD/3927 SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 390000 Owner Contractor ------------------------ ----- ------------ ------- FASANELLI , FABIO FASANELLI DEVELOPMENT CO 712 SHIPWATCH DR.E . 712 SHIPWATCH DR E JACKSONVILLE FL 32225 JACKSONVILLE FL 32225 (904) 614-1999 (904) 614-1999 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1330 . 00 Plan Check Fee 665 . 00 Issue Date . . . . Valuation . . . . 390000 -------------- --- ----------------------------------------------------------- Other Fees . . . . . . . . CITY RADON SURCHARGE . 18 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 17 . 67 AB CONSTRUCTION SURCHARGE 1 . 96 STATE RADON SURCHARGE 3 . 51 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 770 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1330 . 00 1330 . 00 . 00 . 00 Plan Check Total 665 . 00 665 . 00 . 00 . 00 Other Fee Total 2928 . 32 2928 . 32 . 00 . 00 Grand Total 4923 . 32 4923 . 32 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILD. G,Q FICIAL., �' f ' rl� CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT r 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # n 6 Property Address: 1 62,t p P Applicant: CA S Project: l '-"'" n Your application is approved as noted by the Public Works Department. / Final application approval must come from the Building Department. reviewed b the Public Works Department Your permit application has been r y and the following items need attention:/1_4 Show details for silt fence. -77UAH N/ � Mlntr/N'�cc�fl�. Tlans do not show right-of-way improvements proposed 17/11 landscape, -etc. ) . Flare must be minimal; extend driveway separation landscape strip to edge of pavement. Prefer sunken separator (i .e. landscaped swale) . Permit application shows no fill to be used. Majority of lot appears to be below street level . Provide pre-development lot topography and proposed grading plan to show lot will drain to street as required by Land Development Regulation 24-66 (a) . Also show how eave runoff is contained on site. /f<-.Construction detail for paver installation required in order to verify qualification for impervious credit. Post construction topographical survey will be required to document construction -of on-site runoff storage areas . # rR_V'J&4__ S" Ylot �� wl j� �w.�, S�� . �.�ct� La ► ,r�Q.ryr�3 `70 . ®r2)G�,►��C Please submit ese requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Revi b 'ck Carper,P.E.,Public Works Director Date �Ll Signature Contractor Notified Date CITY OF ATLANTIC BEACH �. . - ; BUILDING / ZONING DEPARTMENT D. Ford ns s1 800 Seminole Road S. Doerr " =:r Atlantic Beach,Florida 32233 (904)247-5800 JJ31� (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q15—2 q 9 Ll Property Address: e2-Lv Applicant: f-::Gt &n ( l l Project: -F0 n V)OyS'LJ This permit application has been: 121 Approved Reviewed and the following items need attention: Please re-submit you application when these items have been completed. ReviewedB Date: ' 9 y Date Contractor Notified: CITY OF ATLANTIC BEACH Cc. ,. BUILDING /ZONING DEPARTMENT D. Ford ns 1 r� 800 Seminole Road S.Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05-/2A645 Property Address: I �ZL t�� Applicant: l' O,S 6t r& Project: -rDVJhr N This permit application has been: Approved /121 pprovedrfollowin" Reviewed and th • ms need attention: (SAX& Please re-submit you pp ' tion when these items have been completed. Reviewed By: ` Date: 64, Date Contractor Notified: III. Energy Code Information: RESIDENTLAL CHECKLIST FOR ONE A TWO FAMILY DWELLINGS t. Is the current energy code Cam completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yea ✓No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes1�flo N/A AND DETAIL-(FBC 104.2.1) 3. is the"R"value between common walls shown? Yes No N/A s (FBC 13-602.I.ABC.1.1) -� 4. h the"R"value for added insulation on exterior walk shown? Yes✓No NIA PLANS EXAMINER: ✓ey Fro✓Q h DATE: "/ 013 5. Is the"R"value for ceilings shown? (FBC 13-604.I.ABC.1) Yes✓No NIA 6. Is due"R"value for raised Boors shown? (FBC 13-605) Yes No N/A✓ OWNER: �AdPNEt t �El/fewayrw/TIOBADDRESS: to EdA76we"K 7. Are Energy Credits Claimed? Yes No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes v--No N/A CONTRACTOR: Fro pin FA-T,4 NEr:e/' PHONE NUMBER: Co/Y/ 9 9 B. White Roof Credit (FBC 13-607.1AS) Yea ,/No N/A C. Programmable Thermostat (FBC 13-6001.A.3.5) Yea /No NIA (CIRCLE) 1. Survey 1. Is specific purpose submitted? Yes✓ No NIA (V Foundation Plan - I Ft»�s survey 1. Are all footings down,including interior bearing walk, 2. Is correct Flood Zone shown? Yes✓ No N/A Column pada and concentrated toad&? Yea✓ No NIA 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes•/No NIA in an"A"or"V"zone? Yee No N/A 3. Are all elevation changes in slab shown? Yes✓ No NIA 4. On lots in multiple flood zags,are flood zone lines indicated? Yes No N/A✓ 4. h minimum concrete PSI shown? Yes✓No N/A S. Is properly in a flood way? Yes No NIA... S. Is slab reinforcement shown? Yes s/ No NIA 6. Is flood way line shown? Yes No N/A / A. Wire mesh size and gauge? Yes No NIA✓ B. Fibermesh reinforcement? Yes s/No NIA II. Structure Code Compliance: 6 Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes w"No NIA P 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes✓No N/A 1. Are plans sealed by architect or engineer? Yes No N/A 8. Is type of sott treatment for termitesshown?(FBC 1816) Yes✓No N/A A. Are structural calculations submitted? Yes✓ No N/A 9. Do plans show concrete footings have a specified compressive 2, Is correct wind speed shown? (FBC Figure 1606) Yes✓ No N/A Strength of not fess than 2500 PSI at 28 days? (FBC 1804.5.1) Yes ✓No NIA 3. Is exposure category shown? (FBC 1606.1.8) Yes✓No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes No NIA (FBC 1805.1) Yes No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes"�No NIA 6. An pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.25? Yes✓ No N/A 1. Is finished grade shown? Yes✓No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation Showa? Yes✓No N/A stories and allowable area? Yes✓No NIA A. Minimum 8"above adjacent gradtR Yes✓ No N/A S. Does structure meet Fire Resistance Ratings of FBC Table 600 B1 Flood protection elevation? Yes✓No N/A for structure!elements? Yes ✓ No NIA 9. Are plans designed per SSM 10-99? Yes No NIA v 3. s Is Bene flood ekvetion? Yes No NIA o N/A A. Are all appropriate charts and tables shown? Yes No NIA - minimum footing depth beneath finished grade shown? Yes N (FBC 1804.1.3) B. Are aft appropriate requirements circled or highlighted? Yes No NIA✓ 4. Are all footing sizes shown? Yes✓No N/A l0. Aro plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes s/No N/A Construction in High Wind Arms"? Yes r✓No NIA• 6. Is vertical reinforcement shown? Yes 1/No N/A A. Are all appropriate charts and tables shown? Yes✓No N/A 7. Masonry construction. / B. Are all appropriate requirements circled or highlighted? Yes•/No N/A A. Is exterior wall finish shown? Yes✓No N/A 11. Are plans designed per"WPPC Guide to Wood Construction in B, h interior fiunng shown? Yes✓No N/A High Wind Anes? Yes No N/M✓ C. Is exterior wall insulation shown? Yes♦/No NIAs/ A. Are all appropriate charts and tables shoiw? Yes No NIA✓ A Is exterior wall finish shown? Yes r/ No NIA B. Are all appropriate requirements circled or highlighted? Yes No N/A✓ 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Fmme Construction A. L stud size,spacing, de and lumber Manual for One-and Two-FamilyDwellings,Hi Wind Edition'7 Yes No N/A" n' 8 8m species shown? Yes No NIA Ss. Sh v B. Is exterior sheathing(type and thickness)showy? Yea No NIA✓ A. Are a9 appropriate charts and tables shown? Yes No NIA C. An nailing requirements(size and spacing)shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes NO N/Al-' (FBC Table 2306.1) D. Is exterior wall finish shown? Yes✓No NIA 15. Does bedroom open directly into garage? Yes No✓ N/A E. Is interior wall finish shown? Yes V No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes✓ No NIA grade shown? (FBC 2304.2.5) Yes No MA V' G. Are shear wall segments shown? Yes No N/A+11 17. is Designer's name and address shown on plans? Yes✓ 140 NIA A. Type of hold-downs shown? Yes./No N/A 18. Do egress doom and landings comply with F13C 1012.1.3 9. Are ceiling heights shown? (FBC t202.2) Yes✓No NIA and FBC 1012.1.5? Yes✓ No N/A 10. Are all hurricane anchorage end bold-downs specified and labeled? Yes vl�No N/A 19. Are habitable rooms shown with the minimum light and ventilation It. is ceiling type shown,drywall thickness? Yes ✓No N/A requirements of FBC 1203.17 Yes tel No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered tmasa shown? Yes/No VA wind load requirements for components and cladding per FBC 1606? Yes,.,/No N/A B. Are conventional Game rafiers used? Yes No N/A✓ 21. Does floor Plan show fireplace? Yes No✓ NIA 1. Rafter size shown? Yes No NIA✓ 22. Are stair details shown? Yes s/ No N/A 2. Species of lumber shown? Yes No N/A✓ A. is minimum stair width shown? (FBC Table 1004) YesfNo N/A 3. Grade oflumber shown? Yes No N/A✓ B. Aro tread and riser sizes shown? (FRC 1007.3) YesY/No N/A C. Type of roof sheeting shown? Yes✓No NIA C. Do spiral stairways comply with FBC 1007.8.2? Ya No NIA✓ 1. Thickness of roof sbatiug shown? Yes✓No N/A D. Are required lording shown? (FBC 1007.4)? Yes No N/A✓ 2. Grade of roof sheeting shown? Yea✓�No NIA I? to required headroom clearance shown? (FBC 1007.4) Yes'//No N/A- 3. Nailing pattern of roof sheering shown? Ya t/No NIA 23. If floor plan shows mixed construction,are mixed (FSC Table 2306.1) Construction details shown? (May require ernsk-ring.) Yes No NIA✓ D. Weight of Dry-Ice felt shown? Ya V'H& N/A 24. If required,are tenant separations shown? Yes IN. N/A E. Type of roof cover shown? Yes No NIA✓ A. Duplex (FBC Table704.1) 1. Attachment asptmlt/tibeiglass shingles shown? B. Townhouse (FRC 704.4) (FBC 1507.3.7) Yes No NIA s/ 25. Are all columns and beam shown for porches and lanais? Yes/No NIA 2. Attachment of We roof shown? Yes No NIA A. Are column type,size and anchorage shown? Yes,/No NIA (FBC 1507.3.7) B. Are beam type.size,span and anchorage shown? Yes,�No NIA 3. Other roof covering and attachments shown? Yes�No NIA 26. Are all lintel and beset details shown? Yes✓No N/A F. Length of roof overhang shown? Yes✓No NIA 27, Are engineering details provided for butt glass? Yes . No N/A G. Type of soffit and fascia shown? Ya s/No NIA H. Attic ventilation shown? Yes No N/A✓ 1. Location,type and thickness of fleshing shown? M. Tnus/Rafm Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes✓ No N/A 1. Are engineered truss plans provided showing loads,uplifts and 1. Type and eayg!of eave metal shown? Yes V-No N/A required connections? Yes✓ No NIA 2. Are all headers,beams,girders and interior bearing walls shown? Yes✓ No N/A 3. Framed toot: Vl. Floor Plan. A. is rafter plan shown,including size,spacing specie, I. Das square footage on pian match square footage show on grade of lumber,span and copnectimis? Yes No N/A application? Yes ✓No NIA B. Is ceiling join plan shown,including size,spacing, 2. Are all room dimensions shown? Yes s/No N/A species,grade of lumber,span and imnectfons? Yes No N/A✓ 3. Are all door and window sizes shown? Yes✓No NIA C. Are collar ties shown,including size,spacing.species, 4. Are All emergency egress openings shown? Yes s/No NIA grade of lumbersod connections? Yes No NIA ✓ 5. is required tempered glass shown at an hazardous locations? D. Is ridge berm shown,including size,species and grade (FBC 2405.2) Yes✓ No N/A of lumber? Yes No NIA 6. Are all vertical reinforcements shown? Yes✓No NIA 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yu✓Jdo NIA pattern? Yes t/No NIA 8. Are all hold-dowas and hurricane anchorage&shown? Yes s No N/A 9. L required attic access shown? Ya' No MAW' 10. Are all plumbing fixtures shown? Yes,/ No NIA VAI. Floor Framing. II. Are All electrical llxtures shown? Yes✓ No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Aro all mechanical factures shown? Yes c/No N/A uplifts and connections? YesV No NIA A. is air handler and 0ondensor location shown? Yes,/No NIA 2. is joist plan provided,showing size,spacing,span.species, B. Are exhaust fans shown? Yess/ No N/A grade of lumber and connections? Yes No NIA✓ 13. Are all smoke detectors shown? (FBC 905.2) Yes No NIA 3. Is floor sheeting indicated,showing type,thickness and 14. Dom one(1)bathroom on the first habitable floor level nailing panem? Yea -"No NIA Have a 29"net clear door opening and handicap accessible route? (FSC 11-11) Yes�/No NIA CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET ,a1e. r l; Date: 3 / 7 , o S^ Address Q c e,-, ) 6 R o ✓ v- 0A . %o w eodo a J rz Heated Square Footage 3 �8 a @$ /0 t per sq ft= $ 3-?f 2 8 O Garage/Shed 6 @$ S J`— per sq ft= $ 3 S 3 F Carport/Porch @$ per sq ft= $ Deck -6- 70 @$ ° per sq ft= $ f (yo o \ � -� / � V�toE Patio a / Y @$ / Sper sq ft= $_ J 1, ;z �_ ji e4tlpA. TOTAL VALUATION: $ 39 3 d 006 $ Total Valfiation ist $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: G - [ + '/Z Filing Fee $ FLOOD ZONE: _X _ ( ) Fireplaces @$35.00 $ O IMPERVIOUS SURFACE: < YO Z BUILDING PERMIT FEE $ WATER IMPACT FEE $ 77 d I SEWER IMPACT FEE $_ z s_° WATER METER/TAP $ CAPITAL IMPROVEMENT$ ,3 z SEWER TAP $ E& C (74-f) RADON HRS .0050 $ SECTION H PAVING( ) $ —d CROSS CONNECTION $ 3J ST(391 7) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH kf PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 2CA S Property Address: 8?iw OLka,42 GY0 Y-c— Applicant: T::-a S Project: Tow Y-)Vyov ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Show details for silt fence. Plans do not show right-of-way improvements proposed (flare, landscape, etc. ) . Flare must be minimal; extend driveway separation landscape strip to edge of pavement. Prefer sunken separator (i.e. landscaped swale) . Permit application shows no fill to be used. Majority of lot appears to be below street level. Provide pre-development lot topography and proposed grading plan to show lot will drain to street as required by Land Development Regulation 24-66 (a) . Also show how eave runoff is contained on site . Construction detail for paver installation required in order to verify qualification for impervious credit . Post construction topographical survey will be required to document construction of on-site runoff storage areas . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Revi b ick Carper,P.E., Public Works Director Date Signature Contractor Notified Date CITY OF ATLANTIC BEACH =� f �T, PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 C It (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # ys_ (4 cJ Property Address: 182u OGcAj--) G--�rovc Applicant: i:---Q5 G1h't I Project: -T dWy')k-)0L)S o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: %J - t c.. —}ct T wik( To - ew add Aa i Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Revie by onn Kal Public Utilities Director Date Signature Contractor Notified Date Xe,�( --!V18 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j A T ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029845 Date 4/06/05 Property Address . . . . . . 1826 OCEAN GROVE DR Tenant nbr, name . . . . . . THOUSE 741 RAD/3927 SCHG Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 390000 Owner Contractor FASANELLI, FABIO <FASANELLI-DEVELOPMENT-CO 712 SHIPWATCH DR.E. 12 SHIPWATCH DR E JACKSONVILLE FL 32225 JACKSONVILLE FL 32225 (904) 614-1999 (904) 614-1999 ----------- ---------------------------------------------------------- ------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 300AMP, 1PH, 4W, 240V Sub Contractor BROOKS & LIMBAUGH ELECTRIC CO Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----- ------------ ---------- ---------- ---------- ---------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 125 . 00 125 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Q CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date- Property Address: n, -2-L Lhcnr) La�,z- Owner: C Telephone #;2ZC^ Contractor. mlhs circ Lj x(1(11 �GUGh iec. Telephone #24{- qC Contractor Address:- 94 (�*h :P,4feet -A,-6. Fax#:c9qq 07(�'J In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. TBtu ing: Building Type: 0 Trailer Service: 1f other construction is New Q,,"Residence O Temp. New bcing done on this building ILu Z) Old O Commercial O Signs ly Increase Orasi�tj, the budding Z) Re-wire O Addition Sq. Ft. O Repair Conductor Size AMPS: COPPER ALUMINUM Switch or RAC£, l( Breaker AMPS D� PH W VOLT�O WA;J Existing Service RACE Size AMPS PH W VOLT WAY Feeders NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN IN)AXAP� Switches Locandescent Fluorescent & M.V. Fixed o too AMPS I OVER BELL .'\Pphances TRANSFER. Air H.P.RATING H.P, RATING CEILING KW-HEAT Conditioning COMP, MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH N0, OVER I H.P. PHS V OVER6WV Transformers NO, KVA NO. KVA No NeonTransf. ^ Ea.Sign M scellaneous �W-Y 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 - http://www.ci.atiantic-beach.fl.us `kv i CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029382 Date 12/21/04 Property Address . . . . . . 1826 OCEAN GROVE DR Tenant nbr, name . . . . . . DEMO OF DUPLEX Application description . . . DEMOLITION Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- ---- ------------- ------ ------------------ FASANELLI , F. OMNI DEMOLITION 1826 OCEAN GROVE DR. 10334 MACON ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 764-5009 ------------- ---- ------ ------------------------ ------ ----------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 s PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD11%CODES. BUILDING OFFICIAL a_ CITY OF ATLANTIC BEACH j �• '_ DEMOLITION PERMIT APPLICATION D e C-A N Date: .lob Address: k a- aa(a Owner of Property: Q In t n Address: W Ccs- ephone: 13 Legal Description: Block Number. ung Lot Number: Zoning District: Contractor: C--) tN • V-)0aas-z c-- State License Number: Contractor's Address: k o '�S4 NM C cz1r%. VA FcC Telephone: 0(0`A g f R 9 - S O b q Fax: b-q - 9 14 y l7 �- Describe proposed use and work to be done: rPAA=.1 A1'6-vz Present use of land or building(s): Is approval of Homeowner's Association or other private entity required?LUQ If yes,please submit with this application. Will t is project involve changes in elevation,site grade or any use of fill material or the removal of any trees." MNO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. t4 NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aRiro ria-te. Incomplete applications may result in delay in issuance of permit, STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. 1 hereby certify that all infomation provided with this application is correct. Signature of Owner::]. Date: 1 hereby certify that I have head and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a peratit doers not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or Iaws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.ationtic-beach.ft.us Page 1 Revised VI 4/03 , Signature of Contractor: Date: Address and contact information of person Vreceive all correspondence regarding this application(please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before ine this day of\aV Y u�" ,20 State of Florida,County of Duval +2 PATRICIA C.BOYD Notary's Signature- Notary Public,State of Florida My comm.expires April 18,2006Personally known ' •,4Y,!,' Comm.No.OD 110187 Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of �,� 20-0-4- State of Florida,County of Duval Notary's Signature: 0 Personally known #t Ylg=* *a Mamety ❑ Produced identification 00=11110ME1161393 Type of identification produced 191111111:Oct 28,2006 ,,+�r, �•,� dot t§ceded Tku ■,.� awing em, Im 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.f.us Page 2 Revised VW03 CITY OF. ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) ___jYKITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) 1 LAVATORY, BARBER/BEAUTY I ICE MAKER (1/2) ___. SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) ? _3 0 1 0--d� TOTAL FIXTURE UNITS. r@ $20.00 EACH $ � JOB INFORMATION 6 K Z--93 7 s e 3 5 Q X � Ito.° -_ CITY OF 800 SEMINOLE ROAD ---- - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows : Sewer Tap - Labor and Materials to tap into sewer main $ IJ11.-- Water Tap - Labor and Materials to tap into water main $ 0/00, 0 Water Meter - Cost of Meter $ CMZ Cross Connection Inspection - Inspection by Public Works to ensure backflow prevention $ 3 Sewer Impact Fees - Funds future expansion of the sewer plant $ Water Impact Fee - Funds future expansion of the water plant $ 3 o Ofl Captial Improvement - Funds for improvements, expansion or replacement to water system $ TOTAL COSTS $ (9 - If you have any questoins concerning these charges please callG the building department at 247-5826. �Gl Sincerely, Don C. Ford Building Official DCF/pah e — _ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 i PLUMBING PERMIT T_ PERMIT INF0RMATl011 LOCATION INFORMATION Permit Number: 23345 Address: 1826 OCEAN GROVE DRIVE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION. Township: Range: Book: Proposed Use: SINGLE FAMILYLot(s): Block: Section: Square Feet: Subdivision: OCEAN GROVE Est. Value: Parcel Number: — Improv. Cost: OWNER INEflRMATION ____ Date Issued: 1/17/2002 Name: MCELROY i Total Fees: 32.50 Address: 169 POINSETTIA STREET Amount Paid: 32.50 ATLANTIC BEACH, FL 32233 Date Paid: 1/17/2002_ Phone (000)000-0000 _Work Desc: INSTALL PLUMBING �_ CONTRALTO S t KATION FEES _ 32.50 CHRISTY FIRST COAST PLUMB = y 1-0 �,� _:: '_;�nr „ -.. ; .✓''�",fir° � '�•ix. �, v 4i++.q.. }... mow, h � ZOi TO SPECTION NOTICE- IN �. ---- i' BUILDING MATERIAL, S A fB R MU O CED IN PUBLIC SPACE, AND MUST BE _ �1�tA ' ":i= = Ni OR OR OWNER FAILURE TO COMPLY WI SULT IN THE PROPERTY OWNER PAYING S'� HIS PERM AND SUBJECT TO REVOCATION ISSUED ACCORDING TO APPROVED PLANS �T FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW: $32.5014 ATLANTIC BEACH BUILDING DEPT. Date: 1/17/82 81 Receipt: 882777116 CHEW ____. 88184!883221888 CXrr OF A17AN XC BRJ1CS "PzxciLrzcw l9Qilt PzAmzm j%Rwxr JOB LOCATION: 1931, Cuan ,_,6 m, - OWNER OF PROPERTY: _ IYl �.C� 1 E TELEPHONE NO._ - T� PLUMBING CONTRACTOR CHRISTY FIRST COAST PLUMBING, INC. CONTRACTOR'S ADDRESS: laEcksonvillo teach, FL 32250 STATE LICENSE NUMBER:- , L (�j 40 TELEPHONE: 2i-L Cj am mm or Tu m IN I !I1"1'0 28 I l 0 41 ALLND SINKS SHOWERS �L LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3.50 + $15.00 ` MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTO INSTALLATION OF PLUMB NG D FIXTURES MUST BE IN ACCORDANCE SMITH THE MOST RECENT EDITI F THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -- (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tei: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23348 Address: 1826 OCEAN GROVE DRIVE----------1 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: OCEAN GROVE Est. Value. Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/18/2002 Name: MILLER Total Fees: 25.00 Address: 1826 OCEAN GROVE DRIVE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 1/18/2002 Phone: (000)000-0000 Work Desc: REGROUND AND RELO IRCUIT CIC _ONTRACTORS PLICATION FEES JAC L _-- .-__.:R_ -__'ECTR25.00 rr WW h P _ � ' 1 �'4 ➢yam £� yv� xF''.y � FINAL ELECTRI 3 ' � —-- -- NOTICE IN ECT w � "NR - SPECTION x .. BUILDING MATERIAL, �E1�2t�i1�1 fiN#S CRt `I`1147 C� ELIC SPACE AND MUST BE CLEARED UP _ Ali,BY PKMACTCQR OR "FAILURE TO COMPLY LT IN THE PROPERTY OWNER PAYI ISSUED ACCORDING TO APPROVED MIT AND SUBJECT TO"REVOCATION FOR VIOLATION OF APPLICABLE PROVISI $&M 14 ATLANTIC BEACH BUILDING DEPT. ®ate s 1/18/12 64 Receipt: 9BI�16748 V DEPARTMENT OF e141LDING CITY OF ATLANTIC BeACH PSC +iIT INFORNATI.q ! .,�«.... _ ..�_. ,, ..... LC?CA 'IC i' TNP"t3RMA'1' ON ..:_.._. 'P�rft Nrmb+�r. ' ? Address: 1826 4CEN GROVE DRIVE UTILITIES ATLANTIC BEACH, I"LaRIDA2233 C e S Of "okk: NEW ,� w LEGAL .DZSCRIPTIC}N' --__-, It tr. Ty e WOOD FRA,E, Lot: BIookc Eectilon: aVaaed Use; 8I1�3LE FLY T� vnhip t RNC: a bode:. D Subd i v i' on" t CEAIt GROVE -00 Zloprow. Cost: $0-00 'Tat&1 Fees: $25.00 AtnoUnt ', 425'.00 ' I : 1 y' 'e R �SERVICE . �►�e !TION �..,�. "UPPLICATION FEES t ..,`' RIVE ATAR 14PACT FEE $0 .001 i H 2 8]� INPC ' T'EE fit} t3{} hAle . ;. ... 0 FfRMAT I N . ._ ,. RA33ON, CAB ' 6% $0.00 N�tI t I LUMBINGg'4, INC. CAPITAL MPROVE. $0.001, dareee , A t) I- 2281. .. - �DAiJLO- RE , L el ee: CFCO2 Ty' � CROSS cook ICIN $0.ft0 )S 3; SEC.H IMPACT: FEE It? CONST., SURCHARGE £I0 a r T fi x N©TILE—ALL C4NGFtET>a WD FOOTiNQS MUST 8f'iNSPECTtD fEFCkRtW POURING 1 PERMIT,VOID $IX MONTHS AFTER'DATE-CSF ISSUE G j f , 61t1Ll314<3 MATERIAL.,RUE38tSH'AN#J DEBRIS#RAOM THIS WORK MUST NOT BE OLAOeb IN PUBLIC SPACE,AND MUST"BE, GL AAEC3'I}P ANa OAUL<ED AWAY SY 'CONTRACTOR OR OWNER � "tAl .�fE T COMP;L.Y NtITH THE MENANICS' L.1EI�t LAW SAN RESULT IN TO pAQ� TY t ri �► r va c BUILD r E+ T . � IS$ EI3'ACCORDING TO APPROVED PLAINS WHICH ARE PART OF THIS PERMIT ANt� St,t.BJECT TO REVOCATION FQR `ATIlt3N OF APPLICA$LERt /#S,it3 ASF l:Aii . ATLANTIC BEACH 9UILDING DEPARTMENT 000000* II$Q f�S.tla 14 $yS 3f23t94 t#t i&pt: AJ ttt100T CITY OF ATLANTIC BEACH ' APPLICATION FOR PLUMBING PERMIT JOB LOCATION: David Gray Plumbing, fin, PLUMBING CONTRACTOR:' C-FQ 022586 CFC 022586 486 LICENSE NUMBER: OWNER: OJ BUILDING CONTRACTOR: I TYPE OF BUILDING: SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS r CLOSETS WASHING MACHINE FLOOR DRAINS TOTAL FIXTURE COUNT: l` �f�+ _1S.00 ------------------------------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. Jul-01-99 01 :54P Harry McNally 904-247-5872 P_02 Y37:4(N FROM: 2 7-5E45 Sfl SS r2 P:1'1 PRICE QUG T APPLICATION FOR WATER AND/OR SEW TAP APPLICANT NAME - 7 MAILING ADDRESS ,fo to dIeX-42,x` 74tUZA� PHONE NUMBER Co- 3DATE_ U. .510S:as(.G SERUtCE REQUESTED..L4>�� C , > J24 ac[ LZ t (� SERVICE LOCATION UATE SET TO PUBLIC WORKS Z -9 9 DATE RETURNED TO EUILOING DEPARTMENT PUBLIC WORKS DEPARTMENT PR-,cE QUOTE RESPONSc' WATER: Ctl} 4 A✓t G t'i �rC, �, OTHER- Yk-2� v..�"K-Q. .....em j cA r-v r boA4, u l�1'rS PRICE QUOTE PREPARED L3Y: >nlwL�� } Signature - Tule GATE, NOTIFIED OWNER CITY OF r��a.�ctc"c �ectcic - ��xc�a 800 SEMINOLE ROAD -- - -- --- ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904) 247-5805 ;ACOZ-c O Date : P.2<c; J)2 Dear Property Owner : The costs to connect your building to the City sewer and/or water system are as follows : Sewer Tap - Labor and Materials to tap into - G - sewer main S Water Tap - Labor and Materials to tap into water main $ — '- Water Meter - Cost of Meter Cross Connection Inspection - Inspection by Public Works to ensure backflow prevention $ Sewer Impact Fees - Funds future expansion of the sewer plant a.2 5- Water Impact Fee - Funds future expansion of the water plant $ C' Capital Improvement - Funds for improvements , expansion or replacement to _ water system $ ' co TOTAL COSTS $ If you have any questions concerning these charges please call the building department at 247-5826 . Sincerely, 0 rs'— ( - q Don C . Ford Building Official DCF/pah \ M July 14, 1999 Darryl Jacobson 1826 Ocean Grove Dr Atlantic Beach, FL 32233 JoyA Lanier Customer Service Supervisor City of Atlantic Beach 800 Seminole Rd Atlantic Beach, FL 32233 Dear Ms. Lanier: Recently I received notice about connecting to the city sewer system. I plan to contract the plumbing company, ARS / Larry Teague to do the Job. I would like to request an estimate on how much the city fee will be to connect to the sewer system to help me estimate the total cost. If you could mail me an estimate I would appreciate it. Also, I would like to request being able to pay the bill in installments. If I could do this over a two year period, I would appreciate it. Will this charge be included in my water bill? Also, since I own a duplex, my actual address is 1824— 1826 Ocean Grove Dr. My tenants at 1824 Ocean Grove Dr(Laure McCauley) received a sewer connection notice also. I will be paying for connection for the house, 1824 and 1826 Ocean Grove Drive. Now, there is one septic tank but there are two water meters, so the tenants receive their own bill. Again, my estimate and billing should reflect sewer connection for the property of 1824-1826 Ocean Grove Drive. I will be hiring the plumber soon, so I would appreciate an estimate at your earliest convenience and acknowledgement of my request for installment billing for the sewer connection. Thank you very much for your attention to this matter and as I stated, I will, be moving forward on the connection to the city sewer for my house very soon. Sincerely, Darryl Jacobson 8046 DEPARTMENT OF BUILD 0 CITY©F ATLANTIC BEACH PERMIT" IN FO €MAT 4N .... .._ ~ __--__-_ LOCATION I NFO MAT J- IS rm t, Numb s, 8040 Addross ' 1826 OCEAN GROVE DRIVE '+ t Tyg UTILITIES, ATLANTIC BEACH, FLORIDA X2233 I Z'as� of 'N`oek. NEW �. ,__,�..----- L iAL DXS�FEtPTIoN bastr, 2 HOOD PRUH dot. E�I��ack". Section:� Town i code: O . Subdivition' OCEAN GROVE imat+ cl V ue: $$0 4Qb V. Cos t poo Tat i'1 460 .00 I7 t; 4A a MAT.9R SEV I CE APPLICATIOION N I'$ S`' .._.. ,. P, T Add $0.001 OV ORI NA ` IMPACT FEE 230 a 4O tLOR I D'A re, FEE Mat y � at UPON 'OAS .R.S. fit}!OU y ��.ry¢. i+`t�R�, "I R DyQ($y■*�CiT�ypA.B "ISt�!CJtJ { !' D '+iR CAPITAL 5 SSW +. IM?RC}V$ 2 0.00 S4:00 HXDRAULI ARR $o ,{gyp L en' T�'P1 Q CROSS�C NNE TIO�F Z$O ��$90-H IMPA T PRE4 10, OTS: PAID 2 1. 1994 f CITY OF ATLRFi�1C" BCH. t i ` NOTICE—ALL CONCRETE FORM AND FOOTINGS MUST BE INSPECTED BEFORE POURING a PERMIT YOIO SIX MONTHS 4,FTE14 DATE OF ISSUE l UhLRIt G MATERIAL,RU881SH AND DEBRIS Ffi{ M THIS WORK MUST,NOT BE PLAC p 1f1 PUBLIC SPACE,AND MUST BE L�R O UP ANp HAULED AWAY BY Et. 01 G4fUTRACT4R,C►R OWNERr' r I tI .URE TO COMPLY WITH THE MECHANICS'' LIEN 1.A�N CAN RESULTS IN Tf E; RC PE t Y OWNER PAYING TWICE, FOA BCJILt�►I�II f�'I�t�V��IEN'�," IS5 ED AC0600,140,TO APPROVED PLANS WHICH ARE PART OF'THIS PERMIT"AN© SUBJECT T4 REVOCATION FOR 11~IE 1"€ 11 OF VPPLICABLE PROVISIONS OF LAW. d ATA TIC,6 CH BUiLI�fNG D ARTMENT 1 S r 1 11 f-1( J I I LJ �. 1 I V lJ 1J LJ V I V J.J r-i 1\ 1 .-)U 1 . v L_ I u 1 ' `. LOT 29, OCEAN GROVE -UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRF=NT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, 1� OCEAN GRQ V E ,DRI VF GCS' A'/(5f/T- OF GV.4Y �u�a%"/ionPiix o S. 03°46 42 <a"C GYo' 45) ! CLQ c r¢ /p�A7 . LIUV © Fenc oo .61'ORY M145DAIRy DUPL EX r rr N �— 23 14 ll� � o ` No Ind 6f01- ^ JWord Dec* { - vcry /sf fly Sfary J per' Par�h?Uf;I,IyRmr, NOTES BEARINGS ARE BASED ON THE CENTERLINE OF OCEAN GROVE DRIVE AS BEING S.03'46'42"E, BY PLAT. v NO BUILDING RESTRICTION LINE SHOWN, BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS c PROPERTY BY ZONING OR RECORDED IN 'THE PUBLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY, � THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD MAYS REVISED 4/17/1989, COMMUNITY PANEL NO, 120075 0001 D. poll 01, o'io 0.4 fdu� „Iron P/a LOT 39 Fnu,x X2' L OT do L OT 4/ PiPe I PREPARED FOR 711E 6ENEF/T OF: P,-SURVEYED 2-O4-00 7-LI) BR/NG -L//dl/EY 1'O-TD-DATE. MON/CA c/ M/ LFR; SUNTRUST" 8,4NK; GV/"L/4 M c,. i1'C1E JP 4 DURDEN LAND SU mVEYORS INC. LB 6645 PROFESSIONAL LAND SURVEYOR NO.1674 FLORIDA H. BRUCE DURDEN, SR. 1 103 SOUTH THIRD STREET DATE: MARCH 27, 1997 JACKSONVILLE BEACH, FLORIDA 32250 SCALE: (904) 249-7261 FAX (904) 241-1252 F,,20' THIS MAP OF SURVEY IS NOT VALID AND MAY BE USED FOR INFORMATIONAL PURPOSES ONLY UNLESS IT IS S1GNF_D Akin enc rWr- nrl-WAi 9ArCF'n cFAI nF TNF FInRKIA (ICFN4Fn IANO SIIRVFYOR WHOSE NAME IS 11RINTFI? HFRFON. 9 14 Ll ') _ ��:/!��?"� v,i/u'(,. V�t�-UiUi�"' / c-! /f�� f��%2'��l✓2.f7i (� [ Chi' ��• r f c c i c YANNYA FLA-5 TICS CORP ORATION �-T;L-A�97;71`Rqf -IN%- Msf<x Dcn r Sire:6E t". 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Ai 3 Nips b .. iktN gTgf ihl"ISl _ Na. kq f a 31M,V ,014� aF. ph i#k4.tt'wij,; � aP1 .>,Hi41ffIL t+ 17* �' ._ ..-;.� tt,,,t �r..��#+am�%.a.%�i.�w•§x*.,,.b:u. �n.�s• . tea t T- IN Iv oil I N i 2 y _ �� #r' y- H.t i3 �~ � In� t`t a `;• €{ a i 7 Tam ' . P� f3i j rt tf i.n S{ �c{ FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Fasanelli Townhomes 1824 Ocean Grove Dr Builder: Fasanelli Dev Address: 1824 Ocean Grove Dr Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North I. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family a. Central Unit Cap:60.0 kBtu/hr _ 3. Number of units,if multi-family 2 SEER: 12.50 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:36.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 i 6. Conditioned floor area(ft=) 3280 ft' c. NIA _ 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 ft' 682.0 W 13. 11eating systems b. Default tint 0.0 ft' 0.0 ft' i, a. Electric Heat Pump Cap:60.0 kl3tu/hr c. Labeled U or SHGC 0.0 ft- 0.0 ft' HSPF:8.95 - 1 8. Floor types b. Electric Heat Pump Cap:36.0 kBtu/hr a. Raised Wood.Adjacent R-19.0,479.0 ft' _ HSPF:8.70 _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 116.0 ft' c. NIA _ li c. 1 Others 99.0 ft' 9. Wall types _ 14. Hot water systems a. Concrete,Int Lrsul,Exterior R=1 1.0,690.0 11.' � a. Electric Resistance Cap:40.0 gallons _ b. Concrete,Tnt Insul,Adjacent R-1 1.0.229.0 W EF:0.91 c. Frame,Wood,Exterior R-19.0.696.0 ft' b. Electric Resistance Cap:40.0 gallons d. N/A _ EF:0.91 e, N/A c. Conservation credits _ 10. Ceiling types _ ' (HR-Heat recovery,Solar a. Single Assembly R=30.0. 1319.0 ft= DIM-Dedicated heat pump) b.N/A _ 15. IIVAC credits _ c. N/A (CF-Ceiling fan,CV-Gross ventilation, H. Ducts HF-Whole house fan. a. Sup:Con. Ret:Con. AII(Sealed):Garage Sup.R-6.0,200.0 ft. PT-Programmable Thermostat, b. Sup:Con. Ret:Unc. AH(Sealed):Interior Sup.R-6.0, 175.0 ft MZ-GMult.izone cooling. MZ-H-Multizone heating) Total as-built points: 33264 PASS nA�� Glass/Floor Area: 0.21 f Total base points: 37848 I hereby certify that the plans and specifications covered Review of the plans and SHE sr by this calculation are in compliance with the Florida specifications covered by this o �T4o Energy Code. 1� calculation indicates compliance PREPARED BY; .` with the Florida Energy Code. Before construction is completed a DATE: this building will be inspected for hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the F n Florida Statutes. oQv WE OWNER/AGEN ; BUILDING OFFICIAL; DATE; L a p DATE: 2 ,1. Lo EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES ,18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3280.0 20.04 11831.6 Double, Clear SE 3.0 8.0 7.0 42.75 0.76 228.9 Double,Clear W 9.0 8.0 36.0 38.52 0.50 694.0 Double,Clear W 9.0 8.0 15.0 38.52 0.50 289.2 Double, Clear S 1.0 32.0 72.0 35.87 1.00 2574.9 Double, Clear E 9.0 8.0 67.0 42.06 0.49 1371.4 Double,Clear W 9.0 8.0 36.0 38.52 0.50 694.0 Double, Clear W 9.0 8.0 23.0 38.52 0.50 443.4 Double, Clear S 1.0 21.0 158.0 35.87 1.00 5642.0 Double,Clear S 1.0 21.0 13.0 35.87 1.00 464.2 Double,Clear E 9.0 8.0 45.0 42.06 0.49 921.1 Double, Clear E 9.0 8.0 10.0 42.06 0.49 204.7 Double,Clear W 1.0 8.0 30.0 38.52 0.99 1146.3 Double,Clear S 11.0 8.0 30.0 35.87 0.48 517.9 Double, Clear W 9.0 8.0 20.0 38.52 0.50 385.6 Double,Clear S 1.0 8.0 120.0 35.87 0.98 4235.7 As-Built Total: 682.0 19813.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 229.0 0.70 160.3 Concrete, Int Insul, Exterior 11.0 690.0 0.40 276.0 Exterior 1386.0 1.70 2356.2 Concrete, Int Insul,Adjacent 11.0 229.0 0.40 91.6 Frame,Wood, Exterior 19.0 696.0 0.90 626.4 Base Total: 1615.0 2516.5 As-Built Total: 1615.0 994.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Adjacent Wood 21.0 2.40 50.4 Exterior 91.0 6.10 555.1 Exterior Wood 91.0 6.10 555.1 Base Total: 112.0 605.5 As-Built Total: 112.0 605.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1319.0 1.73 2281.9 Single Assembly 30.0 1319.0 4.40 X 1.00 5803.6 Base Total: 1319.0 2281.9 As-Built Total: 1319.0 5803.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Stab 116.0(p) -37.0 -4292.0 Raised Wood, Stem Wall 19.0 99.0 -1.50 -148.5 Raised 578.0 -3.99 -2306.2 Raised Wood,Adjacent 19.0 479.0 0.40 191.6 Slab-On-Grade Edge Insulation 0.0 116.0(p -41.20 -4779.2 Base Total: -6598.2As-Built Total: 694.0 4736.1 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Paints Area X SPM = Points 3280.0 10.21 33488,8 3280.0 10.21 33488.8 Summer Base Points: 44126.1 Summer As-Built Points: 55969.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 55969.2 0.625 (1.000 x 1.147 x 0.95) 0.273 1.000 9992.4 55969.2 0.375 (1.005 x 1.147 x 0.86) 0.284 1.000 6245.2 44126.1 0.4266 18824.2 55969.2 1.00 1.046 0.277 1.000 16231.3 EnergyGauge7l' DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 3280.0 12.74 7521.7 Double,Clear SE 3.0 8.0 7.0 14.71 1.22 125.6 Double,Clear W 9.0 8.0 36,0 20.73 1.18 880.8 Double, Clear W 9.0 8.0 15.0 20.73 1.18 367.0 Double, Clear S 1.0 32.0 72.0 13.30 1.00 955.6 Double,Clear E 9.0 8.0 67.0 18.79 1.32 1661.8 Double,Clear W 9.0 B.0 36.0 20.73 1.18 880.8 Double, Clear W 9.0 8.0 23.0 20.73 1.18 562.7 Double,Clear S 1.0 21.0 158.0 13.30 1.00 2095.2 Double,Clear S 1.0 21.0 13.0 13.30 1.00 172.4 Double,Clear E 9.0 8.0 45.0 18.79 1.32 1116.2 Double, Clear E 9.0 8.0 10.0 18.79 1.32 248.0 Double,Clear W 1.0 8.0 30.0 20.73 1.00 623.4 Double,Clear $ 11.0 8.0 30.0 13.30 3.18 1268.9 Double,Clear W 9.0 8.0 20.0 20.73 1.18 489.3 Double, Clear S 1.0 8.0 120.0 13.30 1.00 1590.2 As-Built Total: 682.0 13036.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 229.0 3.60 824.4 Concrete, Int Insul,Exterior 11.0 690.0 3.00 2070.0 Exterior 1386.0 3.70 5128.2 Concrete, Int Insul,Adjacent 11.0 229.0 2.60 595A Frame,Wood, Exterior 19.0 696.0 2.20 1531.2 Base Total: 1615.0 5952.6 As-Built Total: 1615.0 4196.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Adjacent Wood 21.0 11.50 241.5 Exterior 91.0 12.30 1119.3 Exterior Wood 91.0 12.30 1119.3 Base Total: 112.0 1360.8 As-Built Total: 112.0 1360.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1319.0 2.05 2703.9 Single Assembly 30.0 1319.0 1.43 X 1.00 1886.2 Base Total: 1319.0 2703.9 As-Built Total: 1319.0 1886.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 116.0(p) 8.9 1032.4 Raised Wood,Stem Wall 19.0 99.0 0.80 79.2 Raised 578.0 0.96 554.9 Raised Wood,Adjacent 19.0 479.0 2.20 1053.8 Slab-On-Grade Edge Insulation 0.0 116.0(p 18.80 2180.8 Base Total: 1587.3 1 As-Built Total: 694.0 3313.8 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3280.0 -0.59 -1935.2 3280.0 -0.59 -1935.2 Winter Base Points: 17191.1 Winter As-Built Points: 21860.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Paints Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 21860.3 0.625 (1.000 x 1.169 x 0.95) 0.381 1.000 5607.2 21860.3 0.375 (1.006 x 1.169 x 0.88) 0.392 1.000 3461.0 17191.1 0.6274 10785.7 21860.3 1.00 1.077 0.385 1.000 9066.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.91 3 0.50 2655.47 1.00 3983.2 40.0 0.91 3 0.50 2655.47 1.00 3983.2 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water - Total Points Points Points Points Points Points Points Points 18824 10786 8238 37848 1 16231 9067 7966 33264 PASS OFTHES 14 14 D WE T�U��, EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB 0.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr,Atlantic Beach, Fl, PERMIT 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST SECTIONJREQUIREMENTS FOR EACH PRACTICE CHECK ,COMPONENTS- Exterior Windows&Doors 606.1.ABC.1.1 Maximum:,3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior I &Adjacen t Walls 606--1-ABC.1.2.I caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams, t Ceilings 606.1,ABC.1.2.3 Between walls&ceilings,penetrations of ceiling plane of top floor; around shafts,chases, soffits, chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate: attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606,1.ABC.1.2.4 I Type IC rated with no penetrations,sealed; or Type IC or non-IC rated,installed inside a sealed box with 112"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded_4y all residences) COMPONENTS SECTION REQUIREMENTS MCK Water Heaters j 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided._External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads i 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80- 0 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, sealed,insulated,and installed in accordance with the criteria of Section 610, Ducts in unconditioned attics R-6 min. insulation. HVAC Controls 1 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602,1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. N Common ceiling&floors R-11. EnergyGauge"111 DCA Form 60OA-2001 EnergyGaugeg/FlaRES'2001 FLRCP13 v3,30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.7 The higher the score,the more efficient the home. 1824 Ocean Grove Dr, Atlantic Beach, FI, 1. New constriction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family a. Central Unit Cap:60.0 kBtu/hr - 3. Number of units,if multi-family 2 _ SEER: 12.50 - 4. Number of Bedrooms 3 b. Central Unit Cap: 36.0 kBtu/hr 5. Is this a worst case? No ._ SEER: 12.00 - 6. Conditioned floor area(ft') 3280 ft= c. N/A 7. Glass area&type Single Pane Double Pane - a. Clear-single pane 0.0 ft= 682.0 ft2 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft- a. Electric Heat Pump Cap:60.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft- 0.0 W 14SPF:8.95 - d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:36.0 kBtu/br ^ 8. Floor types __ HSPF:8.70 a. Raised Wood,Adjacent R=19.0.479.0 ft= c. N/A b. Slab-On-Grade Edge Insulation,0 R=0.0, l 16.0 ft- c• I Others 99.0 ftz 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 40.0 gallons _ a. Concrete,int haul,Exterior R=11.0,690.0 ft= EF:0.91 _ b. Concrete,Int lnsui,Adjacent R=11.0,229.0 ft' _ b. Electric Resistance Cap:40.0 gallons - c. Frame,Wood,Exterior R-l9.0,696.0 ftz EF:0.91 - d. N/A _ a Conservation credits e. N/A (HR-1 teat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a, Single Assembly R=30.0. 1319.0 ft' _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan.CV-Cross ventilation, e. N/A HF-Whole house fan, H. Ducts __ PT-Programmable'1'bermostat, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0,200.0 ft _ MZ-C-Multizone cooling, b. Sup:Con. Ret Unc. AH(Scaled)Anterior Sup.R=6.0, 175.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) ©�'CHE SN' in this home before final inspection.Otherwise, a new EPL Display Card will be completed � ,, _ - . 0 based on installed Co iant features. Builder Signa.tut Date: { Co �`'� e: Cit /FL Zip:Address ofNew Nom2y D /gL�v ✓2. YL. 3ZZ3.3 *NOTE: The home's estimated energy pet,f6rinance score is only cmailable through the FLA/RES computer program. This is not a Building Energy Rating. Uyour score is 80 or greater('or 86,16r a US EPA/DOE EnergyStar'"designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the. Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www..fsec.ucf edu,for information and a list of certified Raters. For ir?fornnation about Florida's Energy F ciency Code For Building Construction, contact the Department of Community If at 850/487-1824. EnergyGaugeT'(Version: FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT Zone One Energy Design Systems Job: 212105 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net For: Fasanelli Townhouse 1824 Ocean Grove Dr, Atlantic Beach, FI Dibsign Information Htg Clg Infiltration Outside db(°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference (gr/Ib) - 65 e Omer Walls Component Btuh/ft2 Btuh % of load Infiltration Walls 2.5 4482 15.6 Windows 23.9 10216 35,5 Doors 152 1245 4.3 Ceilings 0.0 0 0.0 Floors 5.8 3480 12.1 Wnd0YVs Infiltration 17.8 9076 31.6 JFloors Ducts 256 0.9 bnn s Total 28756 100.0 M • • Component Btuh/ft2 Btuh % of load Wads Internal Gains her Walls 1.6 27517 Ot9.0 In511ration Windows 50.5 21578 70.7 Dners Doors 12.7 1041 3.4 Ceilings 0.0 0 0.0 Floors 0.0 0 0.0 Infiltration 6.2 3143 10.3 Ducts 483 1.6 Internal gains 1500 4.9 Windows Tota 1 30503 100.0 Cooling at 86% SHR= 3.7 ton Cooling air flow= 565 cfm/ton Cooling at 70 % SHR =4.5 ton Cooling at 400 cfm/ton = 5.2 ton Overall LI-Value=0.209 Btuh/ft2-°F Data entries checked. wrightsoft Right-Suite ResidentialTM 5.0.66 RSR29784 2005-Feb-03 09:43.39 C� C1Documents and Settingsmustomerwy DocumentsmrightsoftTasanelli Townhome 1824 Ocean Grove Dr A Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone One Energy Design Systems Job: 2/2/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • For: Fasanelli Townhouse 1824 Ocean Grove Dr,Atlantic Beach, FI Notes: Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 28756 Btuh Structure 39018 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 28756 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 37847 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 230 Btuh Ventilation 0 Btuh Heating Cooling infiltration 6269 Btuh Area (ft') 1961 1961 Total latent equip. load 6499 Btuh Volume (ft) 21494 21494 Air changes/hour 0.70 0.40 Total equipment load 44347 Btuh Equiv. AVF (cfm) 250 143 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr•gHtsc:>ff Right-Suite ResidentialT"5.0.66 RSR29784 2005-Feb-0309:43:39 ACCK C:NDocuments and SetfingslcustomerlMy Documents\Wrightsofffasaneili Townhome 1824 Ocean Grove Dr A Page 1 RIGHT-J BUILDING ANALYSIS REPORT Zone Two t� " Energy Design Systems Job: 2/2/05 1065 Oak Vale Rd,Jacksonville,F132259 Phone:904-287-5339 Fax 904287.1258 Email:energydesign@comcast.net Project • • For: Fasanelli Townhouse 1824 Ocean Grove Dr, Atlantic Beach, FI D ! Information Htg Cig Infiltration Outside db�F) 39 92 Method Simplified Inside db (° ) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/lb) - 65 • Walls Ducts Component Btuh/ft2 Btuh % of load Walls 2.0 1378 9.0 Infiltration Windows 23.9 6101 39.7 Doors 15.2 455 3.0 Ceilings 1.2 1523 99 Wndows Floors 0.8 78 0.5 Other Infiltration 17.8 5082 33.1 Ceilings Ducts 731 4.8 Total 15349 100,0 • • • Component BtuhJft2 Btuh % of load Wallsi lntemal Du is Walls 1.7 1153 6.0 Windows 44.6 11378 59.1 Ingration Doors 12.7 381 2.0 Ceilings 1.7 2216 11.5 --_Ceilings Floors 0.0 0 0.0 Infiltration 6.2 1760 9.1 Dt„e, Ducts 1749 9,1 Windows Internal gains 600 3.1 Total 19236 100.0 Cooling at 86%SHR= 2.4 ton Cooling air flow= 569 cfm/ton Cooling at 70 % SHR =2.9 ton Cooling at 400 cfm/ton = 3.4 ton Overall U-Value= 0.121 Btuh/ftl-°F Data entries checked. wr14ghtsaft Right-Suite Residential'M 5 0.66 RSR29784 2005-Feb-03 09:43.39 ACCK CADocuments and Settings\customerlMy Documents\WrightsoftTasanelli Townhome 1824 Ocean Grove Or A Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Two x Energy Design Systems Job: 212/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project For: Fasanelli Townhouse 1824 Ocean Grove Dr, Atlantic Beach, FI Notes: i • w • r Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 15349 Btuh Structure 25197 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 15349 Btuh Use mfg; data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 24442 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3510 Btuh Area (ft2) 1319 1319 Total latent equip. load 3970 Btuh Volume (ft') 11871 11871 Air changes/hour 0.71 0.40 Total equipment load 28412 Btuh Equiv. AVF (cfm) 140 80 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrj0h1tsoft Right-Suite Residential TM 5.0.66 RSR29784 2005-Feb-03 09:43:39 ACCA C Documents and Settings\customerWy DacumentslwrightsoftlFasanelli Townhome 1824 ocean Grove Dr A Page 2 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Fasanelli Townhomes 1824 Ocean Grove Dr Builder: Fasanelli Dev Address: 1824 Ocean Grove Dr Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap:60.0 kBtu/hr 3. Number of units,if multi-family 2 _ SEER: 12.50 _ 4. Number of Bedrooms 3 b. Central Unit Cap:36.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area(ft2) 3280 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear glass,default U-factor 0.0 ft2 682.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:60.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:8.95 _ 8. Floor types - b. Electric Heat Pump Cap:36.0 kBtu/hr _ a. Raised Wood,Adjacent R=19.0,479.0 112 _ HSPF:8.70 _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 116.0 ft2 _ ! c. N/A c. 1 Others 99.0 ft2 _ 9. Wall types _ 14. Hot water systems a. Concrete,Int Insul,Exterior R=11.0,690.0 ft2 _ a. Electric Resistance Cap:40.0 gallons _ b. Concrete,Int Insul,Adjacent R=11.0,229.0 412 EF:0.91 c. Frame,Wood,Exterior R=19.0,696.0 ft2 J b. Electric Resistance Cap:40.0 gallons _ d. N/A _ EF:0.91 _ e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery,Solar a. Single Assembly R=30.0, 1319.0112 J DHP-Dedicated heat pump) b. N/A _ 15. HVAC credits _ c. N/A (CF-Ceiling fan,CV-Crass ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0,200.0 ft _ PT-Programmable Thermostat, b. Sup:Con. Ret:Unc. AH(Sealed):Interior Sup.R=6.0, 175.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as-built points: 33264 PASS Glass/Floor Area: 0.21 Total base points: 37848 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this o�.Z1aE sr4��o Energy Code. calculation indicates compliance •t� with the Florida Energy Code. No PREPARED BY: Before construction is completedIl DATE: 3 O this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the FI n y Florida Statutes. Qv wa d OWNER/AGENT: BUILDING OFFICIAL: �I DATE: Z S DATE: _. EnergyGauge®(Version: FLRCPB 0.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FGLASSESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3280.0 20.04 11831.6 Double,Clear SE 3.0 8.0 7.0 42.75 0.76 228.9 Double,Clear W 9.0 8.0 36.0 38.52 0.50 694.0 Double,Clear W 9.0 8.0 15.0 38.52 0.50 289.2 Double,Clear S 1.0 32.0 72.0 35.87 1.00 2574.9 Double,Clear E 9.0 8.0 67.0 42.06 0.49 1371.4 Double, Clear W 9.0 8.0 36.0 38.52 0.50 694.0 Double,Clear W 9.0 8.0 23.0 38.52 0.50 443.4 Double,Clear S 1.0 21.0 158.0 35.87 1.00 5642.0 Double,Clear S 1.0 21.0 13.0 35.87 1.00 464.2 Double,Clear E 9.0 8.0 45.0 42.06 0.49 921.1 Double,Clear E 9.0 8.0 10.0 42.06 0.49 204.7 Double,Clear W 1.0 8.0 30.0 38.52 0.99 1146.3 Double, Clear S 11.0 8.0 30.0 35.87 0.48 517.9 Double, Clear W 9.0 8.0 20.0 38.52 0.50 385.6 Double,Clear S 1.0 8.0 120.0 35.87 0.98 4235.7 As-Built Total: 682.0 19813.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 229.0 0.70 160.3 Concrete, Int Insul, Exterior 11.0 690.0 0.40 276.0 Exterior 1386.0 1.70 2356.2 Concrete, int Insul,Adjacent 11.0 229.0 0.40 91.6 Frame,Wood,Exterior 19.0 696.0 0.90 626.4 Base Total: 1615.0 2516.5 As-Built Total: 1615.0 994.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Adjacent Wood 21.0 2.40 50.4 Exterior 91.0 6.10 555.1 Exterior Wood 91.0 6.10 555.1 Base Total: 112.0 605.5 As-Built Total: 112.0 605.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1319.0 1.73 2281.9 Single Assembly 30.0 1319.0 4.40 X 1.00 5803.6 Base Total: 1319.0 2281.9 As-Built Total: 1319.0 5803.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 116.0(p) -37.0 -4292.0 Raised Wood, Stem Wall 19.0 99.0 -1.50 -148.5 Raised 578.0 -3.99 -2306.2 Raised Wood,Adjacent 19.0 479.0 0.40 191.6 Slab-On-Grade Edge Insulation 0.0 116.0(p -41.20 -4779.2 Base Total: -6598.2 As-Built Total: 694.0 -4736.1 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3280.0 10.21 33488.8 3280.0 10.21 33488.8 Summer Base Points: 44126.1 Summer As-Built Points: 55969.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 55969.2 0.625 (1.000 x 1.147 x 0.95) 0.273 1.000 9992.4 55969.2 0.375 (1.005 x 1.147 x 0.86) 0.284 1.000 6245.2 44126.1 0.4266 18824.2 55969.2 1.00 1.046 0.277 1.000 16231.3 EnergyGauge- DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 3280.0 12.74 7521.7 Double,Clear SE 3.0 8.0 7.0 14.71 1.22 125.6 Double,Clear W 9.0 8.0 36.0 20.73 1.18 880.8 Double,Clear W 9.0 8.0 15.0 20.73 1.18 367.0 Double, Clear S 1.0 32.0 72.0 13.30 1.00 955.6 Double,Clear E 9.0 8.0 67.0 18.79 1.32 1661.8 Double,Clear W 9.0 8.0 36.0 20.73 1.18 880.8 Double,Clear W 9.0 8.0 23.0 20.73 1.18 562.7 Double,Clear S 1.0 21.0 158.0 13.30 1.00 2095.2 Double,Clear S 1.0 21.0 13.0 13.30 1.00 172.4 Double,Clear E 9.0 8.0 45.0 18.79 1.32 1116.2 Double,Clear E 9.0 8.0 10.0 18.79 1.32 248.0 Double, Clear W 1.0 8.0 30.0 20.73 1.00 623.4 Double,Clear S 11.0 8.0 30.0 13.30 3.18 1268.9 Double,Clear W 9.0 8.0 20.0 20.73 1.18 489.3 Double,Clear S 1.0 8.0 120.0 13.30 1.00 1590.2 As-Built Total: 682.0 13038.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 229.0 3.60 824.4 Concrete, Int Insul, Exterior 11.0 690.0 3.00 2070.0 Exterior 1386.0 3.70 5128.2 Concrete, Int Insul,Adjacent 11.0 229.0 2.60 595.4 Frame,Wood,Exterior 19.0 696.0 2.20 1531.2 Base Total: 1615.0 5952.6 As-Built Total: 1615.0 4196.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Adjacent Wood 21.0 11.50 241.5 Exterior 91.0 12.30 1119.3 Exterior Wood 91.0 12.30 1119.3 Base Total: 112.0 1360.8 As-Built Total: 112.0 1360.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1319.0 2.05 2703.9 Single Assembly 30.0 1319.0 1.43 X 1.00 1886.2 Base Total: 1319.0 2703.9 As-Built Total: 1319.0 1886.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 116.0(p) 8.9 1032.4 Raised Wood,Stem Wall 19.0 99.0 0.80 79.2 Raised 578.0 0.96 554.9 Raised Wood,Adjacent 19.0 479.0 2.20 1053.8 Slab-On-Grade Edge Insulation 0.0 116.0(p 18.80 2180.8 Base Total: 1587.3 1 As-Built Total: 694.0 3313.8 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3280.0 -0.59 -1935.2 3280.0 -0.59 -1935.2 Winter Base Points: 17191.1 Winter As-Built Points: 21860.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 21860.3 0.625 (1.000 x 1.169 x 0.95) 0.381 1.000 5607.2 21860.3 0.375 (1.006 x 1.169 x 0.88) 0.392 1.000 3461.0 17191.1 0.6274 10785.7 21860.3 1.00 1.077 0.385 1.000 9066.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 40.0 0.91 3 0.50 2655.47 1.00 3983.2 40.0 0.91 3 0.50 2655.47 1.00 3983.2 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 18824 10786 8238 37848 16231 9067 7966 33264 PASS yo,ziIE SrAr�o.� t 1,1,00 WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1824 Ocean Grove Dr, Atlantic Beach, Fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft,door area. _ foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstripor seal between:windows/doors&frames,surroundingwall; penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to,the foundation to the_top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; '\ attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a \ sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses .606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. - - -- -- Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. - !, 6A-22 OTHER-PRESCRIPTIVE MEASURES (must be met or exceeded by_all residences.)__ -_ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ! -- Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.7 The higher the score,the more efficient the home. 1824 Ocean Grove Dr, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:60.0 IcBtu/hr 3. Number of units,if multi-family 2 SEER: 12.50 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:36.0 kBtu/hr 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area(ft2) 3280 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 412 682.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:60.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 _ HSPF:8.95 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:36.0 kBtu/hr 8. Floor types _ HSPF:8.70 _ a. Raised Wood,Adjacent R=19.0,479.0 ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation,0 R=0.0, 116.0 ft2 c. 1 Others 99.0 ft2 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons _ a. Concrete,Int Insul,Exterior R=1 1.0,690.0 ft2 _ EF:0.91 _ b. Concrete,Int Insul,Adjacent R=11.0,229.0 ft2 _ b. Electric Resistance Cap:40.0 gallons c. Frame,Wood,Exterior R=19.0,696.0 ft2 _ EF:0.91 _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Single Assembly R=30.0, 1319.0 ft2 _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0,200.0 ft _ MZ-C-Multizone cooling, b. Sup:Con. Ret:Unc. AH(Sealed):Interior Sup. R=6.0, 175.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o4 THE S7'4 in this home before final inspection. Otherwise, a new EPL Display Card will be completedy based on installed Code li nt feature nm Builder Signat Date: Z �S phi a Address of New Home:192q �r"Ow City/FL Zip: 4z'4W7_1C.141711_611/ 32-2.3 3 v T4 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE Energykar'�"designation), your home may qualms for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT Zone One Energy Design Systems Job: 2/2/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Fasanelli Townhouse 1824 Ocean Grove Dr, Atlantic Beach, FI Design Information Htg Clg Infiltration Outside db (°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating Walls Other Component Btuh/ft' Btuh % of load Infiltration Walls 2.5 4482 15.6 Windows 23.9 10216 35.5 Doors 15.2 1245 4.3 Ceilings 0.0 0 0.0 Floors 5.8 3480 12.1 Windows Infiltration 17.8 9076 31.6 F'°°� Ducts 256 0.9 Total 28756 100.0 Cooling Component Btuh/ftZ Btuh % of load Walls InterOther nal Gain. Walls 1.6 2757 9.0 Infiltration Windows 50.5 21578 70.7 DO- Doors 12.7 1041 3.4 Ceilings 0.0 0 0.0 Floors 0.0 0 0.0 Infiltration 6.2 3143 10.3 Ducts 483 1.6 Internal gains 1500 4.9 Windows Total 30503 100.0 Cooling at 86% SHR = 3.7 ton Cooling air flow= 565 cfm/ton Cooling at 70% SHR=4.5 ton Cooling at 400 cfm/ton = 5.2 ton Overall U-Value=0.209 Btuh/ftZ-°F Data entries checked. wrightsoft Right-Suite ResidentialT^"5.0.66 RSR29784 2005-Feb-03 09:43:39 /IC(K C:\Documents and Settings\customer\My Documents\Wrightsoft\Fasanelli Townhome 1824 Ocean Grove Or A Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone One Energy Design Systems Job: 212105 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Fasanelli Townhouse 1824 Ocean Grove Dr, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 28756 Btuh Structure 39018 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 28756 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 37847 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 230 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 6269 Btuh Area(ft') 1961 1961 Total latent equip. load 6499 Btuh Volume (ft') 21494 21494 Air changes/hour 0.70 0.40 Total equipment load 44347 Btuh Equiv. AVF (cfm) 250 143 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wriightsoft Right-Suite Residentiaill 5.0.66 RSR29784 2005-Feb-03 09:43:39 ACCK c:\Documents and SettingslcustomerlMy Documents\Wrightsoft\Fasanelli Townhome 1824 Ocean Grove Dr A Page 1 RIGHT-J BUILDING ANALYSIS REPORT Zone Two Energy Design Systems Job: 2/2/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Fasanelli Townhouse 1824 Ocean Grove Dr,Atlantic Beach, FI Design Information Htg Clg Infiltration Outside db (°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating Walls Ducts Component Btuh/ft' Btuh % of load Walls 2.0 1378 9.0 Infittration Windows 23.9 6101 39.7 Doors 15.2 455 3.0 Ceilings 1.2 1523 9.9 Windows Floors 0.8 78 0.5 Infiltration 17.8 5082 33.1 Other Ducts 731 4.8 �Ceilinps Total 15349 100.0 Cooling Component Btuh/ft2 Btuh %of load Walla Internal Ducts Walls 1.7 1153 6.0 Windows 44.6 11378 59.1 nfittra on Doors 12.7 381 2.0 Ceilings 1.7 2216 11.5 Ceilings Floors 0.0 0 0.0 Infiltration 6.2 1760 9.1 Other Ducts 1749 9.1 Windows Internal gains 600 3.1 Total 19236 100.0 Cooling at 86 % SHR = 2.4 ton Cooling air flow= 569 cfm/ton Cooling at 70 % SHR=2.9 ton Cooling at 400 cfm/ton = 3.4 ton Overall U-Value= 0.121 Btuh/ft2-'F Data entries checked. ,� wrigh>Itsoft Right-Suite Residential T""5.0.66 RSR29784 2005-Feb-03 09:43:39 AtCp C:\Documents and Settings\customer\My Documents\Wrightsoft\Fasanelli Townhome 1824 Ocean Grove Or A Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Two Energy Design Systems Job: 2/2/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comoast.net Project / / For: Fasanelli Townhouse 1824 Ocean Grove Dr, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 15349 Btuh Structure 25197 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 15349 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 24442 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3510 Btuh Area(ft') 1319 1319 Total latent equip. load 3970 Btuh Volume(ft') 11871 11871 Air changes/hour 0.71 0.40 Total equipment load 28412 Btuh Equiv.AVF (cfm) 140 80 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,y wreghtsoft Right-Suite Residential TM 5.0.66 RSR29764 2005-Feb-03 09:43:39 ACCA C:\Documents and Settings\customer\My Documents\Wrightsoft\Fasanelli Townhome 1824 Ocean Grove Dr A Page 2 C. n 7; ti^.w -xis � -•-;�•,. 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Circ t,t�M" Ci1PlL5!sa7 td5r'S ANi"i wL I.i ..�,..U."�..�;..,:•k. ;51.11 t} ^.!^ 3:'iAFIE'� a" 1».6M A�"'atw+. �', I "Y"4CAI.0 AT, 104,1M M"'t At*s, Fig�C friUFr1 31 »i aNuc�y,}- -•�'f—« t e4 . rp � +wu wv`e+».,.,:e Lw7f +tvw!�raw y.k ata M !e J _ ��'�''a" ..... �r ...{.. ...•sE. -...,..M.«._..,....�..._.....,..«...._. ........�....,.. A{,.w'� Nipt .wa!►�'.+IG�t ^--nm p"t r._" .� wct rL.: ....,.....o.,.L.��t.�.+� ........�,..^.—,,......w..•+...,....,,._...._...........•...,..^.._.., ..... ,...............,.........,,.,.«,.......t......,..^.......•--«..........1 J`,d��;��# � ('�Ip 1r/�' 'atd„^�..i� _�J i .,.o,...�..»..,..,..,.-,.,^..........,^... -,.,.......�......v.....,.a..,..,..., J�aJ-ih.�,,f"�'-�.1.=:,,,,.�.�.«.�.,.....�:.:siws:...:�..+� c� f CITY .,Ji- oJi_ (1 T'Its d&AC✓N BUILDING &ZONING CITY OF ATLANTIC BEACH r . MAR 08 290 BUILDING PERMIT APPLICATION (New/Residential & Commercial) Date: Job Address: ..--,2.7�1p oG,94W C io ✓E Det. Name. !'4$/O )54 .V 6"G I— / Z Address: •_6 ,(�!(il4-TG�I 4E c .4ac,,./'G. 3 Y one:. Legal Description: Block Number:(',kj Lot Number: Zoning District: Contractor: 6iS1400 LL l Z)ne C o. State License Number: (Z6-C- ©3 qa 3 l ,2 Address: 7M P., 4 tc,, Phone:6 ? City: _�Cwy/L L E State: /'L. Zip: 32W Fax: �,2?j " 3© 7S Describe proposed use and work to be done: G paSrnv G ri v.J ®,�a 7'w0 Aj g'w TO�itlG?�efS. Present use of land or building(s): Ow,y�py�c Valuation of proposed construction: gj© 00.7D Is approval of Homeowner's Association or other private entity required? -- •If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. a r-N"'O. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as anyropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 MAF SHD „ NG BDUNDARY SU, VEY ❑E; LOT 2.9, OCEAN GROVE -UNIT NO, 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ?N OCEAN GROVE DRIVE 6 o' p,lGNT- OF dV,4 Y Found%["/ipn�ijr x'42"E COO-00'. p y r�i !2 :� AL/ i L x - Eham' D �-F, I � kr-ov r Pit, r'r4 P/c7nfcr Q '' � h u 14. 2.57'ORY M490NRy N ,r t^ 14, Cz NIIQ r a V L2nd✓>`ory U _ L J Porch 1U/111ly Rmm NOTES ; BEARINGS ARE BASED ON THE CENTERLINE OF OCEAN GROVE �- DRIVE AS BEING S.03'46'42"E. BY PLAT, QQ NO BUILDING RESTRICTION LINE SHOWN, BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS i OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY. N THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD MAPS REVISED 4/17/1989, COMMUNITY PANEL NO. 120075 0001 D. N 03°4G'42 GV— — �� DT � I GOT 39 £��a-�12 LOT 4/ %mon Pi oe !iVa X01 I I PREPARED fOR TINE 60VFF/T OF. F'ESC/F7 VEYED 2-04-00 TO BRING ��URI/EY L'P-TO-SATE. 5'L//VTRLJST 6,4NK, ✓V/C L/A M u. iVOE ✓P LDQSUURIR�� 'E11 V L ANID V l� if ®U�11� INC. , ` LB 6645 PROFESSIONAL LAND SURVEYOR N0.?674 FLORIDA H. BRUCE DURDEN, SR. 1 103 SOUTH THIRD STREET DATE. MARCH 27, 1997 JACKSONVILLE BEACH, FLORIDA 32250 SCALE: (904) 249-7261 FAX (904) 241-1252 1 2 MAP SkgD ,. ANG BOUNDARY SU VEY OF; LOT 29, OCEAN GROVE -UNIT NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 20 ?N, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, y e / r OCEAN GROVE DRIVE �nund�J/ra7 Pico G O' R/GN7 OF !/V4 Y Sund 45 J Piir 1 ' 670. 4i C_Qficr `/�</�7) 9 IFenc oo �ick x Y sroRY 5ONRY W F 14. s a I o N �l/°cd Dcrk Q) �I 1 ,�6 Poch tC/fi/ily iPaomr c`k 5�o,. 0� NOTES , y BEARINGS ARE BASED ON THE CENTERLINE OF OCEAN GROVE �x DRIVE AS BEING S.03'46'42"E. BY PLAT, a NO BUILDING RESTRICTION LINE SHOWN, BUT THERE MAY BE RESTRICTION LINES OR EASEMENTS THAT AFFECT THIS PROPERTY BY ZONING OR RECORDED IN THE PUBLIC RECORDS C ! ,r n OF THIS COUNTY THAT ARE NOT SHOWN ON THIS SURVEY, / k ,011,, '- _ THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD MAPS ' REVISED 4/17/1989, COMMUNITY PANEL NO. 120075 0001 D. — ZIn7� a.r°��j x " e4 Fain �Z'/ran Pia Fcnce IG'NAx/Fcxe (No/D) GOT 99 ' 4 e LOT LOT4/ °ro I I (N I PREPARED FOR THE BENEF/T OF: RES(/RVEYED 2-D41-00 rl B.7//VG SL_IRVEY UP-TO-D<ITE. SUIVTRZJ57_ BANK GV/L L/A M G. NOE, ✓ 7 DUFRIDEN LAND �UR"VE 11 ®iRS INC. -/ LB 6645 PROFESSIONAL LAND SURVEYOR N0.?674 FLORIDA H. BRUCE DURDEN, SR. 1 103 SOUTH THIRD STREET DATE: MARCH 27, 1997 JACKSONVILLE BEACH, FLORIDA 32250 SCALE: (904) 249-7261 FAX (904) 241-1252 11 2 THIS MAP OF SURVEY IS NOT VALID AND MAY BE USED FOR INFORMATIONAL PURPOSES ONLY UNLESS IT IS SIGNED Akin uAC' TW17 Rerun czrm nr- THF FI nRIDA I IrFN4FD I AND .411RVFYnR WHOSE NAME IS PRINTED HEREON. a I.! l � i � i is 6w 0 V,-T It _r C� c .mss_ a �J 1717/Ti vtJ�L V(�t—f/i��: a � �T��tr�' �L�- PRd�✓�QED_ l f 1p_ZF�:3 � r i f !" PAGE 1 Date: 10/01/2004 MANNING BUILDING SUPPLY LOG # : D0915F TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JASON BRACKIN Pitch: /12 Customer: FASANELLI Job Name: TOWNHOUSE BUILDING Address : Address : 1824 OCEAN GROVE DR. Designer: JB 1ST FLOOR - -------- - - ---- - -- -- -- ----- - - - -- -- - ----- --- - -- ------ - ----- - ----- --- - -- ------- Left ( Right Qtyl Span I O.H. O.H. Description --------- - - ---- ----- -- ----- - - --- - - - -------- --- -- --- -- ----- ------ ------- ---- -- 34 12114,19 0- 101 JF9 2 12114,19 10- 10' IF10 221'4"9 10' 10' IF11 212114-9 10- 10' IF12 4 11014"11 10, 1 0' IF13 pc� L 1411018--3 0- 101 IF14 4 2114"9 0- 101 IF15 S EA 811514-13 10- 1 0' F16 I - I - Beams ** 4 ( 4 I BM4 GPLAM 1611 6 122 1 1 IBMS GPLAM 16" � • ** Hardware Floor ** 41 1 1ITHA422 SY42 Hanger 21 1 1 JHGUS412 2-ply GPLam Hanger 41 1 ( JHGUS5.5/12 3-ply GPLam Hanger - --- ----- -- ----- --- --- --- -- - ---- -- - ----- ---- -- - ---- -- - ---- -------- ---- - ------ 70 - Trusses 10 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 10 - # of Beams 0 - # of Rim Board ------ --- -- ----- -- --- 70 - Total Trusses GABRIEL M. BOVE P.E. Provide as Submitted ❑REVISE&RESUBMIT ❑Provide as Corrected ❑NO ACTION NECESSARY [J RECEIVED ❑REJECTED Checking is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Any action shown is subject to the requirements of the plans and specifications.Contractor is responsible for dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction;coordination of his work w' h that of all other trades;and the satisfactory performance of his wo By: Date: PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 7925 3220 (36)16d 12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss a E SUUR 26 67 800 1000 765 (6)16d (6)1 0dx1.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Slo ed-varies G LSSU210 64 995 1205 785 (9)1 (7)1 0dx1.5 TRUSS Skewed-varies H THJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1 1550 22)16d 6)16d SYS 42 Inverted Flange K THA422 UR Min 66 1090 1090 - (6)1 Od 3 10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (16)1 Od 3 10dx1.5 SYS 42 Skewed 45' y, K THA422 UR Max 66 1210 1210 - (2)1 Od Top (4)1 Od SYS 42 Skewed 45' 9-12"FL L SUUR 410 67 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 18 16d (12)1 0dx1.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 (14)16d (12)1 0dx1.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 10 10d 2 10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1085 (16)16d (6)1 Od [-JOIST_ 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d (2)1 0dx1.5 WOIST Face Mount 3.5" Q MIT316 86 2400 - - (6)16d 2 10dx1.5 I-JOIST Top Mount 2.5" R SUUR 310 67 1860 2330 765 (14)16d (6)1 0dx1.5 I-JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 18 16d 8 10dx1.5 I-JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 (18)16d 12 10dx1.5 I-JOIST Sloped-varies T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d 6)10dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d (12)16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 (16)16d (6)1 Od 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 22 16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 (10)10d x 1.5 (2)1 0dx1.5 Tie Down Short UL2 H16 138 - - 1470 (10)10d x 1.5 (2)1 0dx1.5 Tie Down Lon UL3 H16-2 138 - - 1470 10)10d x 1.5 (2)1 0dx1.5 Tie Down 2 Ply Truss UL4 MTS12 139 - - 1000 7 10dx1.5 7 10dx1.5 Tie Down Twist Strap 12" UL5 HTS20 139 - - 1450 12 10dx1.5 12 10dx1.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - - 2050 (13)1 Od (13)1 Od Tie Down Flat Strap 36" UL7 MGT 126+141 - - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 UL8 PHD5 26 - - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 IPHD5 26 - - 4685 Threaded Rod Tie Down TSB2-24 120 4 10dx1.5 Brace Truss Spacer !A � Face MountgCompositee POP Actual Dimensions Fasteners Allowable Loads Joist Model Ga DF/SP Species Header SPF Species Header Code No. Uplift Uplifi Floor Snow Roof Floor Snow Rool Ref. Size W H B Face Joist (133) (160) (100) (115) (125) (100) (115) (125) HU1 81,'5(Min) 1'i5e 53/4 I 2%z 12-16d 4-1Odx1;z 480 575 1610 1850 2010 1390 1600 1740 26,83,120 13/,x 5y HU1.31/5(Max) 14 1'iie 51,1a 2%2 16.16d 6.1 Odx1;6 720 865 2145 2465 2680 1855 2135 2320 26,120 HU7(Min) 1'X6 6'Xe 2yz 12-16d 4-1Odxly 480 575 1610 1850 2010 1390 1600 1740 26,83,120 1/x 7y 14 HU7(Max) 1'X6 6'X6 2yz 16-16d 8-1 Odx1y 960 1150 2145 2465 2680 1855 2135 2320 26,120 HUS1.81/10 11X 8% 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 4,38 1/,x 9Y HU9(Min) 14 1'X6 9%, 2yz 18-16d 6-10dx1/ 720 865 2410 2775 3015 2090 2400 2610 26,83,120 HU9(Max) 11X6 9% 2'/z 24-16d 10-10dxty 1200 • 1440 3215 3700 4020 2785 3200 3480 26,120 HUS1.81/10 11X 81/ 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 4,38 11y-11% HU11 (Min) 14 1'X6 11X6 2yz 22-16d 6-1Odxly 720 865 2950 3390 3685 2550 2935 3190 26,120 I HU11(Max) 1'3/,6 11X6 2y2 30-16d 10-10dxly 1200 1440 4020 4315 4405 3480 4000 4350 HUS1.81/10 14 11X 8% 3 30-16d 10-16d 2845 3000 4900 5045 15145 4355 5010 5145 4,38 U14 16 11X6 1OX 2 14-16d 6-1Odx1y 720• 865 1860 2140 2330 1610 1850 2010 26 1/x14 HU14(Min) 14 1'X6 13X6 2y228-16d 8-10dx1y 960 1150 3750 4110 4180 3250 3735 4060 120 HU14(Max) 119<6 13X, 2yz 36-16d 14-10dx1y 1680 2015 4540 4730 4855 4175 4730 4855 26,83.120 HU2.75/t0(Min) 23/. 9 2Y 14-16d 6-10dx1y, 720 865 1875 2155 2345 1625 1870 2030 y,-g HU2.75/104 2% 9 2Y 18-16d 10-10dxiy, 1200 1440 2410 2775 3015 2090 2400 2610 26,120 sy,-sy, (Max)( ) HGUS2.75/10 12 2z/. 8 4 46-16d 16-16d 3630 3630 7940 8220 8410 5980 6195 6335 160 2X6 x HU2.75/12(Min) 14 2e/. 1Oy, 2y 16-16d 6-10dx1y 720 865 2145 2465 2680 1 1855 2135 2320 26,83,120 11 y.-11/ HU2.75/12(Max) 22/ I Oy, 2yz 22-16d 10-10dxl y 1200 1440 2950 3390 3685 2550 2935 3190 26,120 HGUS2.75/12 12 23/. ION. 4 56.16d 20-16d 4055 4055 8410 8760 8995 6335 6600 6775 160 HU2.75/14(Min) 2% 13 2y2 18-16d 8-10dx1y 960. 1150 2410 2775 3015 2090 2400 2610 26,83,120 2'X6 x 14 HU2 75/14(Max) 14 2y. 13 2y 24-16d 14-10dx1y 1680 2015 3215 3700: 4020 2785 3200 3480 26,120 HGUS2.75/14 12 2e/ 1215( 4 66-16d 22-16d 538Q:: 53801 86451 9030., 9285 6510 6800 6995 160 HU2.75/16(Min) 2% i4X6 2yz 20-16d 8-1Odx1yz 960 1150 2680 3080 3350 2320 2670 i 2900 26,83,120 2'X6 x 16 HU2.75/16(Max) 14 23/. 14X6 2yz 26-16d 14-10dx1Y 1680 2015 3485 4005 4355 3015 3470 3770 26,120 HGUS2.75/14 12 2y, 126 4 66-16d 22-16d 5380 1 5380 8645 9030 9285 6510 6800 j 6995 160 HU48 Min 3 6' 2% 10-16d 4-1 Od 605 725 1340 1540 1675 1160 1335 1365 26,83,120 3y2x 7y HU48 Max 14 3 G 2y, 14-16d 6-1 Od 905 1085 1875 2155 2345 1625 1870 2030 26,120 HGUS46 3% 4% 4 20-16d 8-16d 2325 2325 3940 4535 4930 3410 3920 4260 3,41 HGUS48 12 3 7'Ae 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 I U410 16 3 8e/ 2 14-16d 6-1 Od 890 1065 1860 2140 2330 1610 1850 2010 26,83 HUS410 *3%. 81 2 8-16d 8-1 Ed 2160 2590 2010 2310 2510 1650 1 1900 2065 1,36,84,122 3y x HU410 Min 8 2 14-16d 6-1 Od 905 1085 1875 2155 2345 1625 1870 2030 26,83,120 9Y- 9X HU410 Max 148/ 2y 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 26,120 z HHUS410 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 1 5040 5480 4,38 HGUS48 12 3% 71/ie 4 36-16d 12-16d 3220 3220 6805 7830 ; 7925 5890 6655 1 6655 3,41 z, HGUS410 3% 8'.16 4 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 1 7510 U410 16 1 3% 8% 2 14-16d 6-1 Od 890 1065 1860 2140 2330 1610 1850 2010 26,83 HUS412 39 10Y2 10-16d 10-16d 2700 3240 2510 2885 3140 2065 2375 2580 1,36,84,122 3y2 x HU412 Min 3y( 10 2y 16-16d 6-1 Od 905 1085 2145 i 2465 2680 1855 2135 2320 26.83.120 n 115. 11/ HU412 Max 14 3W 10 2y 1 22-16d 10-10d 1505 i 1810 1 2950 3390 3685 2550 1 2935 3190 26,120 HHUS410 3% 9 1 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 4,38 HGUS48 3% 71/ie 4 36-16d 12-16d 3220 3220 6805 7830 1 7925 5890 6655 6655 4 46-16d 16-168 3630 1 3630 8780 8940 8940 7365 7510 7510 3,41 HGUS410 12 3% 8& i HGUS412 3 10% 4 56-16d 20-1 Ed 4055 4055 9155 9155 9155 7690 7690 1 7690 160 Jill. U414 16 3% 10 1 2 16-168 T6- 00d 890 i 1065 2130 2445 12660 i 1840 ! 2115 i 2300 26,83 HU416(Min) 39/, I 13/ 2y ! 20-16d 8-10d 1205 1445 2680 3080 1 3350 1 2320 2670 1 2900 26,83,120 3y x14 HU416 Max) 1439/, 36/ 2y ! 25-16d 12-10d 1810 2015 3485 4005 4355 3015 3470 3770 26.120 3 HHUS410 3% 9 3 30-16d 10-16d 2855 3430 1 5190 1 5900 5900 4385 5040 5480 4.38 HGUS410 3% 0e 4 46-16d 16.16d 3630 3630 8780 ! 8940 , 8940 7365 7510 7510 3.41 HGUS414 12 3% 12A, 4 66-16d 22-16d 3380 5380 110015i !0015110015i 7890 3185 8380 160 HGUQ410-SDS3 3% 8 Y 4 28-SDS1/.x3I 3-SDS1,',x3 3285 3440 7415 7415 7415 7415 7415 7415 Y1.1 Od common nails or'6d sinkers(9 gauge x 31/4")may be used 3.Upfift loads based on Douglas Fir have been increased 33%and 60%for earthquake or instead of the specified I 6d nails at 0.84 of the table load value. vind loading with no further increase allowed.Divide by 1.33 and 1 60 for normal loading 2.16d sinkers(9 gauge x 3V-1 may be used instead of the specified such as in cantilever construction.For SPF.use 0.86 x OF/SP Uplift Loaa. 10d commons with no load reduction. 1.MIN nailing quantity and load values—;ill all round holes: MAX nailing quantity and load values—'rill ail round and triangle holes. CODES: :_a uace 6 f_r ^e L.si ni Kev ,art. 7 1 Face Mount Hangers - Structural Composite Lumber Allowable Loads Actual Model Dimensions Fasteners OF/SP Species Header SPF Species Header Code Joist Ga Size H0' W H B Face Joist (133t Uplift Floor Snow Root Floor Snow Roof Ref. (160) (10 0) (115) (125) (100) (115) (125) HHUS410 14 3% 9 330-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 4,38 3Y2 x 16 HGUS410 12 j 3% 8% 4 1 46-16d 16-16d 3630 3630 8780 8940 8940 7365 7510 1 7510 3,41 HGUS414 3% 12% 4 1 66-16d 22-16d 5380 , 5380 i 10015 10015 100151 7890 1 8185 8380 160 3 x 18 HHUS410 14 3% 9 3 30-16d 10-16d 2855 13430 5190 5900 5900 4385 5040 5480 4,38 Y HGUS414 12 35/ 12'8 4 66-16d 22-16d 5380 5380 10015 10015 10015 7890 8185 8380 160 4 x 9Y HU4.12/9(Min) 14 4y Bye 2y 14-16d 6-1 Od 905 1085 1875 2155 2345 1625 1870 2030 26,83,120 HU4.12/9(Max) 4y 8% 2y 18-16d 10-10d 1505 1810 j 2410 2775 3015 2090 2400 2610 26,120 4 x HU4.12/11(Min) 4y 105 2y 16-16d 6-10d 905 1085 2145 2465 2680 1855 2135 2320 26,83,120 11/-14 HU4.12/11 (Max) 14 4y I OW, 2y I 22-16d 10-1 Od 1505 1810 2950 3390 3665 2550 2935 3190 26,120 5y4 x HHUS5.50/10 14 5y 9 3 30-16d 10-16d 2855 ! 3430 5190 5970 6490 4385 5040 5480 170 9y-9Y HGUS5.50/10 12 5y 81Y, 4 46-16d 16-16d 3630 3630 8780 8940 8940 7510 7510 7510 160 5y,x HHUS5.50/10 14 5X 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 11y4-11% HGUS5.50/12 12 5y, 10% 4 56-16d 20-16d 4055 1 4055 9155 9155 9155 7690 7690 7690 160 5y4 14 HHUS5.50/10 14 5y 9 3 30-16d 10-16d =285=-93430 5190 5970 6490 4385 5040 5480 1 170 HGUS5.50/14 12 5y2 12% 1 4 66-16d 22-16d 5380 1 5380 10015 10015 10015 8415 8415 8415 1 160 5y4 x 16 HHUS5.50/10 14 5y 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 50405480 170 HGUS5.50/14 12 5y, 12y, 4 66-16d 22-16d 5380 5380 10015 10015 10015 8415 8415 8415 160 5y,x 18 HHUS5.50/10 14 5 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS5.50/14 12 5y 121/, 4 66-16d 22-16d 5380 5380 10015 10015 10015 8415 8415 8415 160 HU410-2(Min) 7 9y 2y, 14-16d 6-16d 1070 1285 1875 2155 2345 1625 1870 2030 26,120 7 x HU410-2(Max) 14 7y. 9 2y, 18-16d 8-16d 1430 1715 2410 2775 3015 2090 2400 2610 9y,-9Y HHUS7.25/10 7y 9 3W, 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS7.25/10 12 7y, 81 4 46-16d 16-16d 3630 3630.1 8780 1 9625 9625 7595 8085 8085 160 HU412-2 Min 7Y, 11y 2y 16-16d 6-16d 1070 1285 2145 2465 2680 1855 1 2135 2320 7 x HU412-2 Max 14 7y 11 y 2y 22-16d 8-16d 1430 1715 2950 3390 3685 2550 2935 3190 26,120 11y,-11% HHUS7.25/10 7y4 9 1 3W. 30-16d 10-16d 2855 3430 5190 5970 6490 4385 1 5040 5480 170 HGUS7.25/12 12 7y4 10;18 4 56-16d 20-16d 4055 4055 9835 9835 9835 8260 8260 1 8260 160 HU414-2 Min 7y 13/ 2y2 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 26,120 7 x 14 HU414-2 Max 14 7 131 2 26-16d 12-16d 2145 2575` 3485 4005 4355: 3015 3470 3770 HHUS7.25/10 7Y4 9 3 30-16d 10.16d 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS7.25/14 12 7y4 1274, 4 66-16d 22-16d 5380 5380 11110 11110 11110 9330 9330 9330 160 HU414-2 Min 7y 1377 2Y 20-16d 8-16d 1430 1715 2680 3080 3350 2320 2670 2900 26,120 7 x 16 HU414-2 Max 14 7% 13/7 2y2 26-16d 12.16d 2145 2575 3485 4005 : 4355 3015 3470 3770 HHUS7.25/10 7Y, 9 3X. 30-16d 10-16d 2855 3430 5190 5970 6490 1 4385 5040 5480 170 HGUS7.25/14 12 7y4 12,E 4 66-16d 22-16d 5380 5380 11110 11110 11110 9330 9330 9330 160 HU414-2 Min 7y 13/ 2y 20-16d 8-16d 1430 1715 2680 1 3080 3350 2320 2670 2900 26,120 7 x 18 HU414-2 Max 14 7yg 137 2y2 26-16d 12-16d 2145 2575 3485 1 4005 4355 3015 3470 3770 HHUS7 15/107 1 7L4 9 3 30-16d 10-16d 2855 3430 5190 5970 6490 4385 5040 5480 170 HGUS7.25/14 1 12 7y4 12'/8 4 66-16d 22-16d 5380 5380 11110 11110 11110 9330 9330 9330 160 g 0 1.10d common nails or 16d sinkers(9 gauge x 3+/4")may be used 3.Uplift loads based on Douglas Fir have been increased 33%and 60%for earthquake instead of the specified 16d nails at 0.84 of the table load value. or wind loading with no further increase allowed.Divide by 1.33 and 1.60 for normal Z 2.16d sinkers(9 gauge x 3+/:)may be used instead of the specified loading such as in cantilever construction.For SPF,use 0.86 x DF/SP Uplift Load. 0 10d commons with no load reduction. 4.MIN nailing quantity and load values—fill all round holes; ti MAX nailing quantity and load values—fill all round and triangle holes. N a CODES:See page 8 for Code Listing Key Chart. o 0 N L P ® U C1 O O U U 72 ADJUSTABLE THAITHACTRUSSHANGERS ="M Designed for 4x2 floor trusses and 4x beams, the new THAR/1_422 has a standard skew of 45 degrees. Straps can be formed to give top c0 I ' flange hanger convenience. PAN nailing helps eliminate splitting of 42 truss bottom chords. The THA series'extra long straps allow full code nailing and can be field-formed to give top flange hanger convenience. MATERIAL:See table. FINISH:Galvanized INSTALLATION:•Use all specified fasteners.See General Notes. Ole•THAR/1-422—install 10dx1 Y2"nails into carried member PANc " nail holes and 10d common nail into round joist nail hole. cUse 10d common nails into carrying memberTwo different installation methods may be used:Maximum nailing—Install all face nails according to the table. 13/4'for Nails used for the joist attachment must be driven at an angle so 2' THAC422 that they penetrate through the corner of the joist into the header. 21/2'for A THA29 THA422-2 With single 2x carrying members,use 1Odx11/2"nails into the �f THA426.2 carrying member,and 1 O or 16d commons into the carried THA pip member,and use 0.81 of the table value for 18 gauge,and 0.68 I' of the table value for 16 gauge. Minimum nailing—For the THA29,the minimum nailing schedule THAC422 THAR/1_422 requires the use of joist double shear nailing as detailed above, a ! 1 and that the strap be field-formed over the header a minimum of + y z 21/2".A minimum of four top and four face nails must be used. r For all models except the THA29,the minimum nailing schedule + I ` r a Top Nails p g 4x Nailer may be followed where double shear nailing is not possible, provided the strap is field-formed over the top of the header a a t minimum of 11/2'for the THA213 and THA413,and 2'for all ;fir others,and a minimum of four top and two face nails are used. 2 The joist double shear nailing tabs are easily straightened so that o Face ps Nail the nails can be driven straight into the joist.For the THAR/1_422, a minimum of four top and 2 face nails must be used. CODES:See page 8 for Code Listing Key Chart. Typical THA Installation Dome Double Shear Double r: Nailing prevents _ Double Shear Joist straight Nails tabs breakingShear off i Nailin �j Nailing Top View (available on Side View — U.S.Patent Typical THA some models) 4,480,941 Minimum Nailing Configuration on U.S.Patent 5,603,580 a 4x Nailer(except THA29) Dimensions Fasteners' Doug-Fir-Larch/Southern Pine Spruce-Pine-Fir Minimum Down Allowable Load34 Allowable Loads° Carried Model 6a Carrying Carried Avg uplift, Uplift2l Code Member No' yy H C Member Member Ult (13I & Floor Snow Roof (133& Floor Snow 1 Roof Ret. Top Face Straight Slant 160) I (100) (115) (125) 160) (100) (115) (125) MINIMUM NAILING—TOP FLANGE r 2x4 THA29 18 1 Y. 9+ 5y, 4-10d 4-1 Od — 4-1 Od 8167 750 226012310 2350 750 1 1740 1785 1815 2x6 THA21 18 1 1 13 5Y, 4-10d 2-1 Od 4-10dx1 — 5343 1 — i 1615 1615 1615 — ! 1280 1280 1 1280 2x6 THA218 18 1 1 17 5Y, 4-10d 2-1 Od 4-10dx1 — 5343 1 — 1615 1 1615 1615 — ' 1280 1280 1 1280 (2)2x10 THA218-2 16 1 3y, 171K, 8 4-16d 2-16d 6-16dx2 — 5085 — 1635 i 1635 1635 — 14651 1465 1465 1,36, o (2)2x10 THA222-2 16 1 3y, 22 8 4-16d 2-16d 6-16dx2 — 5085 — 1635 1635 1635 — i 14651 146511 84,122 N 46 THA413 18 3 13 4Y, 4-1 Od 2-1 Od 4-1 Od — 5343 — 1615 ': 1615 1615 — 1280! 1280 1280 Z 410 THA418 16 3 17 7> 4-16d 2-16d 6-16d — 5085 — 1635 1 1635 1635 — 1465 1465 i 1465 a 400 ITHA422 16 3 22 r 4-16d 2-16d 6-16d — 5085 — 1635 1 1635 1635 — 1465 1465 1465 N 400 1 THAC418 16 3 17 T 4-16d 2-16d 6-16d — _ 5085 — 1635 16351 1635 1 1465-1 1465!,1465 170 g 4x2 truss THA426 14 35 26 T 4-16d 4-16d 6-16d — 8720 — 2425 2425 2425 — 194.0 1940!1940 2 MAXIMUM NAILING—ALL NAIL HOLES FILLED 2x4 THA29 18 1s 91 5Y, 16-10d — 4-1 Od 82501 750_-121275 2310 2350 75( 11740 1785 i 1815 2x6 THA213 18 1 15 13 5Y 14.10d — 4-10d 7983 930 1795 1840 1870 780 1 1385 1425:1450 2x6 THA218 18 ! 15 17 5y2 118-1 Od — 4-10d _9120 930 1795 1840 1870 780 1385 1425 1450 N (2)2x10 THA218-2 16 : 3y, 171y 8 — 16-16d — 6-16d 11500 i 1550 2830 3050 3050 1355 2385 2740 2820 (2)2x10 THA222-2 16 ' 3y, 22 8 ! — 22-16d I 6-16d 13067;1550 3510 35951 3650 1355 1 2705 2775 i 2820 1,36, 46 THA413 181 35 13 i 4y, 14-10d1 — 4-10d 7983 930 1940 223512400 780 1660 191012075 84 1221' so 4x10 i THA418 1 16 I 3 17 7% — 16-16d — 6-16d 11500 1550 : 2830 3050 3050 1 1355 2385! 2740 12980 4x10 'THA422• 16 3% 22 77 — ,22-16d1 — 6.16d 13067!1550 3630 40901 4145 1355 3075 3145 3195 410 THAC418 16 3y 17y 17% — 16-16d — 6-16d 115001 1550 2830 3050l 3050 ' 1355 2385 2740:2980 170 4x2 truss THA426 14 ! 3% 26 7'/B ! — 30-16d! — 6-16d 14836 1715 4020 4625 1 4655 1355 3480 4000 4030 , FACTORY SKEW 45' 1 4x truss THAL/R422 16 3 22% j 8 4-10d 2-10d 1-10d 2-locix! 13367 — - 1090 10901 1090 ! — 915 915 915 160 I 4x truss 'THAL/R4221 16 3=,a22;9 ; 8 '4-10d I12.10d; 10d ;2-10dx1 r-,,'7 310 1416 j 16281 1675 1 260 '190 . 1370 140 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 4.THAR/1_422,,m -,Od+op nails and 2-10d face nails:When the hanger 1110 2.1.1plift has been increased 33%and 60%for earthquake or wind loading height is ocisa�n 9'io 12".life allowable download is 1440 ills for DFL with no further increase allowed;reduce where other loads govern. and 1210 to :PF.ilo hiriher increase allowed. 62 3.Roof loads are 125%of floor loads unless limited by other criteria. B'B 12'8" 6'8 21 '2"7 14 11 -8 8'8 1 . D 0 AP 2. VE TR AC 3. NO IN cr) 4. AP BM4 AP BN5 C\j DE -- ----- ------- co 07 -f LL LL BUIL 1.1.1fli ir 11 .11 11 ,11 11 imi I'l 10 i'l 10 SUBC DRIL BUIL IT. co REPL LL ILL LL LL LL LL Lj JOE N cm N N NZN- LOC co BM5 PLF DEE C\j MR I; II JF 8'8 12'8 6'8 21 '2"7 14 ' 11 -8 8'8 i i i b% O op MANNING BUILDING SUPPLY James Bratcher 1 Oct 2004 2:00 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build:4.0.0.6 40 Protect : D0915.FBD 1824 OCEAN GROVE DR. Mark# : BM4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 750 psi 3'3 7/16" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0.0. T3 7/16" 10'4 11/16"s.c.-F13 Uniform(plf) 15 0 0 0 3'3 7/16" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(Ibs) 1 2 Max R'n 494 494 Min R'n 152 152 DL R'n 152 152 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 49 1 1-5- 21 10640 100% 0.00 M(ft4bs) 406 1 118.1 21 35556 100% 0.01 LtRn(lbs) 494 0 0101. 21 6921 100% 0.07 See Note#5 RtRn(lbs) 494 0 3-3- 21 9188 100% 0.05 See Note#5 LLDefl(in.) 0.00 1 1'8" 21 0.11 U50394 TLDefl(in.) 0.00 1 1'8" 21 0.16 U34872 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'secdon above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP change to expanded printout to MANNING BUILDING SUPPLY James Bratcher 1 Oct 2004 2:00 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Anal sis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 fm Project : D0915.FBD 1824 OCEAN GROVE DR. Mark# : BM5 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 750 psi 3.5", 750 psi 20' 10 9/16" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @StartEnd Span# Starts Ends Additional Info 1 Uniform(plf) 37 27 100% 0 0'0" 20'10 9/16"FLOOR LOAD 2 Span Carried(psfl 55 40 100% 0 010. 20'10 9/16"8'0"s.c.-CONV.FRAME DECK 3 Uniform(plf) 126 0 100% 0 010" 20'10 9/16"WALL 4 Span Carried(psf) 55 40 100% 0 0.0. 10'9" 8'8"s.c.-CONV. FRAME DECK Uniform(plf) 22 0 0 0 20'10 9/16"Self Weight 'Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 6127 4885 Min R'n 2794 2455 iP DL R'n 2794 2455 Min Brg(in.) 1.56 1.50 [Based on bearing stress below] Brg Str(psi) 750 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 5188 1 0'2' 21 15960 100% 0.33 M(ft-lbs) 29149 1 9-2" 21 53334 100% 0.55 LtRn(lbs) 6127 0 010. 21 13781 100% 0.44 See Note#5 RtRn(lbs) 4885 0 20'11" 21 13781 100% 0.35 See Note#5 LLDefl(in.) 0.34 1 10'5" 21 0.70 U733 TLDefl(in.) 0.65 1 10'5" 21 1.04 U384 P. USE. GPLAM 2.0E 1.75x16.00"3 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design SpeciFcations for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacift Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required,use Max Rn from'Supports'section above. 6.Bearing length based on design material,,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. &This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. ea 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP change to expanded printout Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Page I of 1 Document ID:1SGT151-Z1104084107 Truss Fabricator: Manning Building Supply Job Identification: 'D0915F-TOWNHOUSE BUILDING -- 1824 OCEAN GROVE DR. t Truss Count: 8 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.04.0805.15. J1O/0412004 Structural Engineer of Record: Address: Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - No Wind Notes: Segl - 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Desi"Engin"-- record, as defined in ANSI/TPI 1-1995 Section 2.2 ArtharR.Fisher Florida License Number: 59687 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced ,job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number' is preceded by: HCUSR151 No Standard Details j Ref Description, Qniw3*A*: Date, 1:11905-=F9 04278032 10/04/04 2 11906--F10 04278033 10/04/04 "3 11907 -F11 04278034 10/04/04 4 "11908--F12 04278035 10/04/04 5 11909--F13 " 042780391. 10/04/04 6 11910--F1404278036 10/04/04 7 11911--F15 04278037 10/04/04 8X11912-=F16 0427803$ 10/04/04 I�11 II�I�I NI IN THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0915F-TOWNHOUSE BUILDING - 1824 OCEAN GROVE DR. - F9) Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.39" DL: 0.15" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Trusses to be spaced at 16.0" OC maximum. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.29 21.09 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 24" 9-6-13 9-9-12 15" Typ. 3X5= W=3X5= 3X3=— D3= X3=3X3= 0-33-0 5X5= 3X3= 3X3= 3X3= 1.5X4111 3X3= 3X3= 3X5= 5X5= 0 0 10-5-0 1 4-0 r 1.5X4111 3X3= 3X3= 3X3= 1.5X4111 3X3= 3X3= 3X6=- 3X6=— X6=3X6= W=HS2512= 3X3= 1.5X4111 0-3-8 0-3-8 ri rl 1,2-1-12,1, 9-6-12 ,I, 9-1-1 _I 21-4-9 Over 2 Supports R=784 W=3" R=784 W=3" �O"jA `.��►VR R'�/d PLT TYP. 20 Gauge HS, ave TPI Design Crit: TPI 1995 STD FBC 7.(J4. Fk .� T'O.34 FL 3 R - ( Scale L7 =.3125" Ft. *RETE RN ON B CSITRUSSES03 (B UI COUIRE EXTREME DING COMPONENT ARE IN SAFE TY FABRICATION. HAND[ HP VBLISHED BY jiff N(TRU56 TP LA TE GAND I NSIITBUIE]NG. 583r • TC LL 40.0 PJF REF R151 11905 D'ON OFRIO DR., SUITE 200. MADISON, WI 53]19) ANU NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTE RPR[SE LNC O �96!'' MADISON. WI 53]19) FOR SAFETY PP.ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATFD� v'• T C D L 10.0 P S F DATE 10/04/04 TOP f.HORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AN BOTTOM CHORU SHALL HAVE A PROPERLY ATT AC,HED, RIGID CEILING T�l OF BC DL 5.0 PSF DRW HCUSR151 04278032 **IMPORTANT** FIIRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED,: {{ F (` ALPINE �RUSSCIN CONFDRMANCEIIA1LWNO�BEIPFSPONSIRLFABRICA�[NG,VHANDLnNGRO6HIPVIN0E5'NSTALLINGV&FA EBRAf,INGTOFBTRUSSESE ��L' B 1 L L 0.0 P S F HC-ENG RB/AF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, UY AfBPA) ANU TP1. ALPINE •'.• �` T 0 T.L D 5 50 P S F S E O N 22980 CONNECTOR PLA T IS ARE MADE OF 20/18/16 GA IW,11/S/K) ASTM A653 GRACE 40/60 (W. K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCAtED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. • ,, ARV INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TP I1-2D02 SE C.3. A SEAL ON FHIS Ipine Engineered Products, nC. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRDSS COMPONENT , f"„ 1' D U R FAC. 1.00 F ROM JB 1950 Marlev Drive DE S I F, S - THE�pSLII t AB IL ITY AN USE OF THIS f MPONFNT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE _ , sines ..r ..33844 Bu1LD :xLR PE1� c.,.Pl 1 s 4.,r;.,. ee,:: •�.,.>:, I NGS, ,:;3.0' ., T cat or u oiization 'i - - C -.',3.. ...,,: .w...�s<* J R 1 S G 1�,, as Z 11 > a (D0915FTOWNHOUSE BUILDING 1824 OCEAN GROVE DR. F10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N :T1 4x2 SP #1 Dense: + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Negative reaction(s) of -889# MAX. (See below) from a non-wind load case requires uplift connection. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.29 21.09 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 24" f 9-6-13 '� 9-9-12 15" Typ. 1.5X4111 W=3X5= 3X3= 0-3-0 5X5= 3X6= 3X5= TI 3X3= 3X3= 3X3= 3X3= 3X3= 3X3= 5X5= 0�3 0 _ T 10-5-0 1-4-0 T 3 X 5 +9-4-0 = W=3X5= 1.5X4111 3X5= 3X5= 3X3= 1.5X4111 3X3= 3X3= 3X5= 3X3= 3X3= 1.5X4111 0-3-8)-12 0-3-8 7-3 ri 11-1-5 I - 9-1-1 1 'E 21-4-9 Over 3 Supports R=1729 14=10.783" R=709 14=3" R-890 W=3" \\\ L`1 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.04.`x0 ••SUFIC••'•. Y� FL 3 R - Scale **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO-CSI 1-03 (BUILDING COMPONENT SAFETY INFORMAIION),'PURL ISHED BY TPI (TRUSS PLATE INSTITUT€. 5H3 r T C L L 40.0 P S F R E F 8 15 1 11906 D'ONOFRIO DR., SUM 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMER iC A, 6300 ENTERPRISE LN. • -� MAO ISDN. WE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNf,T IONS. UNI.F.SS OTHERWISE [NDICA7ED, X i O.6965 C',1. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED t • 4!11 TC DL 10.0 P S F DATE 10/04/04 RIGID CEILING. t-� SjAT[OF BC DL 5.0 PSF DRW HCUSR151 04278033 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEERFO A ALPINE PRODUCTS. I . SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIf1N FROM TH(5 DESIGN; AHY FAILURE TO BUILD THE n �� •• B C L L 0.0 P S F HC-ENG R B/A F TRUSS IN f,O NiNOR MANCE WITH TPI; OR FABRICATING, HA ING. SHIPPING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVE IONS OF NDS (NAT TONAL OE SIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECIOft PLATES ARE MADE OF 20/I9/16GA (W,H/S/K) ASTM A553 GRAD[ 40/6U (W. K/H,S) GAL Y. S/EEL. APPLY '•" �` TOT.LID. 55.0 P S F S E Q N 29263 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A 2. ANY INSPE C,T ION OF PLATES FOLLOWED BY (i) SHALL BF PER AN NfX A3 OF TPI(-2OI12 SEC.3. A SEAL ON THIS mu (pine Engineered Products, nc. \ 1950 Marl 1Pro DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR INC TRUSS COMPONENT ,!!,!{, \ D U R.FAC. 1.00 FR0M JB DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE LIIICSC 3844 BUILD( NER PE I 1 SE ` it'scate si Ii n .'h '. �,_ : ,: 0 ,... ,I NG . .�.0" ,<SGT ; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0915F-TOWNHOUSE BUILDING -- 1824 OCEAN GROVE DR. F11) Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP #2 N :62 4x2 SP #1 Dense: Webs 4x2 SP #3 Negative reaction(s) of -438# MAX. (See below) from a non-wind load case requires uplift connection. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.29 21.09 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. _i 9613 24" � 9912 15" Typ. F` I 3X8= W=3X5= 3X3= 0-3-0 5X5= 3X3= 3X3= 3X3= 3X3=3X3= 3X3= 3X3= 3X3= 5X5= 031-0 10-5-0 1 4-0 B2 +9-4-0 1.5X4111 3X3= 3X3= 1.5X4111 3X3= 3X3= 3X5= 2X4111 3X5=- 3X3=— X5=3X3= W=3X5= 3X3= 1.5X4111 0-3-8 1.5X4111 0-3-8 rr 2 1-7--1414 10-0-10 ,I, 9-1-1 I 21-4-9 Over 3 Supports R438 W=3" R=642 W=3" ` �IIIffJG9cfa R=1326 W=10.783" ♦� L-�,; ,. SVR R.Fja �.�.. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.04f. 5'•■•S1F le YL:i FL 3 R - Scale =.3125" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 'D ' Cr 0� REFER 10 IT I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 E, TC L L 40.0 P S F R E F R 15 1 11907 D'ONOFN B DR.. SUITE 200, MADISON. WI 53]19) AND WE CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE O b'9A`� MADISON, W[ 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THfSE FUNCTIONS. UNLESS OTHERWISE INDICATED, VY TC D L 10.0 P S F DATE 10/04/04 TOP CHOPO SHALL HAVE PROPERLY ATTACHED STR Uf,T URAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ■ RIGID CEILING. L $7A7C OF BC DL 5.0 PSF DRW HCUSR151 04278034 IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A ALPINE PRUDUClS, INC. SHALL NOT BE RESPONSIRLF FOR ANY DEVIATION FROM THIS OE SIGN: ANY FAIL ORE TO BUILD THE � ••� B C L L 0.0 P S F HC-ENG R B/A F TRUSS 1N CUNF ORM AN WITH 7P1: OR FABR ICAtIN . HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH ApPL ICABLE PROVISIONS OF NDS'(NATIONAL DESIGN SPEC. BY AFSpA) AND TP1. ALPINE ■ [ CONNECTOR PLATES ARE MADE OF 2U/18/1EGA (W,H/5/K) ASTM AB 53 GRADE 40/60 IW. KYH.S) GALV. STEEL. APPLY T O T L D. 5 5.0 P S F S E A N 29267 9 2 6 7 PLATES TO EACH FACE OF THUS5 AND, UNLESS OTHERWISE It ON THIS DFS IGN. POSITION PER DRAWINGS 16OA-Z. , • ,`,, L M�YY 7 U/ ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TP II-2002 SE f,_3. A SEAL OH TN[S 1pine Engineered Products, nC. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SDIFLY FOR THE TRUSS COMPONENT 0, ,,`$ ' D U R.FAC. 1.00 F R 0 M J B 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ;.ainesC .33844 BUILD .:NEP PE =1 T s �s�a zati n �. :. L. .,, C t 0 .0 ., Ue I NGL:,.:, i.0"Ili,. J R _S G T1L, Z 11 _. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0915F-TOWNHOUSE BUILDING -- 1824 OCEAN GROVE DR. F12) Top chord 4x2 SP #2 N Maximum panel length exceeds 30". TPI allows non bearing Bot chord 4x2 SP #2 N partition walls to be supported at any point when panels are 30" Webs 4x2 SP #3 or less. + 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) SPECIAL LOADS BC 120 0.29 1.67 -- ---- (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) BC 120 0.29 2.97 TC From 67 PLF at 0.00 to 67 PLF at 21.38 BC 120 1.67 4.35 BC From 7 PLF at 0.00 to 7 PLF at 21.38 BC 120 2.97 6.85 TC 494 LB Conc. Load at 10.84 BC 120 4.35 8.96 BC 120 6.85 9.35 Negative reaction(s) of -800# MAX. (See below) from a non-wind BC 120 8.96 10.84 load case requires uplift connection. BC 120 9.35 11.09 BC 120 10.84 12.22 Trusses to be spaced at 16.0" OC maximum. BC 120 11.09 14.79 BC 120 12.22 17.04 Deflection meets L/360 live and L/240 total load. BC 120 14.79 19.71 BC 120 17.04 21.09 Truss must be installed as shown with top chord up. BC 120 19.71 21.09 _) 24" 4-5-9 _I 14-11-0 - 1 15" Typ. ! 5X7= 4X4-- 0 X4=0 3 05X9= 5X7= 5X5= W=3X5 W-3X5= 2X5111 2X5111 5X5= 5X5= 0 3 0 � 5X5= = T 10-5-0 } 1-4-0 9-4-0 2X5111 5X7= W=3X5= 2X5111 4X4= 5X5= 5X5= 2X5111 5X7= 3X5111 5X5= W=3X5= o-3-e --� 5X7= 4X4= 0-3-8 2-8-3 � I, 9-8-8 _1,2-0-0,1, 9-1-1 ,I 21-4-9 Over 3 Supports R-801 W=3" R=2113 W=7.625" R=750 W=3" . . y . 1 PLT TYP. Wave TPI Design Crit: TPI-1995 STD)/FBC 7.0 1 04 ••t1f/C••••. Scale =.3125" Ft. **WARNING`*TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. C _ REFER TO BCSI 1-03 (BUILDING COMPONENT SAFFTY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 r _•• �••� • ) TC LL 40.0 P S F R E F R 15 1 11908 D'ONOFR IO DR., SUITF 200, MADISON, WI 53]19) AND WICA (WOOD TRUSS COUNT,IL OF AMERICA, 6300 EN TE RPR LN, G • '1 MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNI-ESS OTHERWISE INDICATFD.4 I. : 0.59687 • 1 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOT TQM CHORD SHALL HAVE A PROPERLY ATTACHED =:T C D L 1 0.0 P S F DATE 10/04/04 RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DFSIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ST�►T[OF BC DL 5.0 PSF DRW HCUSR151 04278035 ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TI{IS DESIfN; ANY FAILURE TO BUILD THE N B C L L 0.0 P S F HC-ENG R B/A F TRI/SS IN f,ONFORMANC,E WITH TPI; OR FABRICATING. HANDLINfi, SHIPPING, INSTALLING A BRACING OF TRUSSES. + �• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE . _ • (` [ { (OHNE CT OR PLATES ARE MADE OF 2011811 6C (W,H/S/K) ASTM A653 GRADE 40)60 (W, K/H,S) GAL V. STEEL. APPLY / ' •�• • ` T O T.L D. 55.0 P S F S EON 29287 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. V ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS J , 71pin.�EngProducts, nc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIOILITY SOLELY FOR THE TRU55 COMPONENT ,�` D U R.FAC. 1.00 F R 0 M JB 1950 rlev Drive DFSIG Su x THE nRFI.�TY A USF OF THIS MPONFNT FOR A Y RON DING IS HE RESPONSIBI TV OF THF �y,,1 1 a{' ;aines� :.33844 Ny BuuD Y ry;-;xER P PI 1 s x a „_w, v c w a ,.k,;ING a-.0" ;-w • JR :,=.;, :ISG1 211 ertificate o u onzahon / ` '"`"" `"""" 'D THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0915F-TOWNHOUSE BUILDING -- 1824 OCEAN GROVE DR. - F13) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 118 0.25 10.10 Truss must be installed as shown with top chord up. HANGER = SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3-11-2 24" 4-5-9 15" Typ. � I 3X3= 1.5X4111 1.5X4111 3X5= 3X3= 3X3= — 5X5= 0-3-0 T +10-5-0 1-4 0 +9-4-0 2X4111 3X3= 3X3= 3X3= 3X5= 1.5X4111 0-3-8 rl 10-4-11 Over 2 Supports R=579 R=561 W=3" ,.•'SVR R.Fja`'� .,. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.0410 ••••••'•.y t'4 FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. • • _ REFER. TO DCSI 1-03 (BUILDING COMPONFNT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 ' �• �• TC L L 40.0 P S F R E F R 15 1 11909 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,r !{ • TPI CHORDON WSHALLI HAVEO PROPERLR TY ATTACHEDSSPRUCTURALPPANELSI ANDNO "BOTTOM CHORDN SHALLN HAVE AT PROPERLYI ATTTACHED� 0• 99177 ; �' T C D L 10.0 P S F DATE 1 0/0 4/0 4 NIT All RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 04278039 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RE5PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD I D F sr [OF B C L L 0.0 P S F HC-ENG R B/A F TRUSS [N CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPP LNG. INSTALLING 8 BRACING OF TR U55E S. O �.• DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL BE 5IGN SPEC. BY AFBPA) AND TPI. ALPINE tF CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S/Y.) ASTM A653 GRACE 40/60 (W, K/H.S) GA LV. 51ELL. APPLY ' I� •��• TOT.L D. 5 5 0 P S F S E O N_ 22983 2 9 8 3 PLATES TO EACH FACE OF TRUSS AND, ONLESS OTHERWISE LOCAtFO ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. L 41Y 7 O J 71ppine En ineered Products, nc. ANYINSPECTION OFPLATESFOLLOWEDBY (i) SHALLBEPERANNEXA3OF IP11-2002 SEC.3. A SEAL ON THIS `g DRAWING INDICATES ACCEPTANCF OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OUR.FAC 1.00 FROM JB in Marley Drive DESIGN SHOWN. IMF SUITABILITY AND USE OF THIS COMPONENT FOR ANY BD ILD ING IS THE RESPONSIBILITY OF THE • `a ,!{, /� I 310e8 C T3844 BUILD ' Y.N FR PE '7 1 SFX .e 1U +. .INV x.1.0 6lficat 'ti"v;Szafio E•�u�. ., .. :�,� to �� ..�. JR ,�_ .SGT ., t Z l l >8 -8 8 WARNING DOTE 1 . DO NOT CUT OR ALTER TRUSSES , UNLESS - APPROVED BY TRUSS OFFICE 2 . VERIFY ALL SPANS AND AMOUNTS , AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3 . NO BACKCHARGES ALLOWED , UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4 . APPROVED BY m APPROVAL DATE : BM5 N DEL . DATE ATTENTION BUILDER IS RESPONSIBLE TO INFORM ALL SUBCONTRACTORS AND FRAMERS NOT TO CUT, DRILL OR NOTCH SYS42 TRUSSES OR BERMS. BUILDER WILL BE RESPONSIBLE FOR REPAIRS, REPLACEMENT COSTS &/OR ENGINEERING FEES. zr � :r JOB : DO9I5F FASANELLI LOC = 1824 OCEAN GROVE DR . BM5 m PLAN = TOWNHOUSE BLDG . DESIGNER : James Brotcher N MRNNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH# 268-8225 JAX. FLA. 32256 8 PIP 8 ' 8" 12 ' 8°' -- 6 ' 8 " 21 ' 2 "7 14 ' 11 ° r� m � BM 14 N i CD Q ELI- El CD Cr7 LL LL LL LL- LL LL LL I T BM4 N I'' 8 ° 8" 12 ' 8" 6 ' 8 " 21 ' 2 "7 14 ' 11 ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0915F-TOWNHOUSE BUILDING -- 1824 OCEAN GROVE DR. F14) Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. But chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 -0.04 10.10 Truss must be installed as shown with top chord up. 4-2-10 24 4-5-9 lI5"_Typ. 3X3= 3X3= 1.5X4(R) = 3X3= 3X3=1.5X4 III 1.5X4111 5X5= 0-3-0 � 10-5-0 1 0-8 1 4-0 9-4-0 3X3= 3X3= 3X3= 3X5= 1.5X4111 2 X 4 111 0-3-8 rl 10-8-3 Over 2 Supports - R=582 W=3.5" R=581 W=3" ♦1 GL`n. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.0 ..-0 e' t{FI y 4 FL -/3/-/-/R/- Y, Scale =.375' Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. C + _- T C L L 4 0.0 P S F R E F R 1 5 1 11910 D'ON0FRE DR., SUITE 200. MADITY SON, WI 53719) ANCl D WT CA (WOOD TRUSS COUNC II. OF AMERICA. 6300 ENTHIS,ERPRISE LN,F • '1 TOP CH OR DW SMA ITT HAVEOPROPERTY AITACHEDSSTRUCTURALP PANELSf ANDT BOTDESTOMUN HDR DN SHAI.LNHA Y L AT PROPERLYI ATTACHED < • O-y�9687 "3 TC D L 10.0 P S F DATE 0/D4/D4 RIGID CEILING. x a **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED T [OF BC DL 5.0 PSF DRW HCUSR151 04278036 ALPINE PRODUCTS, INC. SHAL1 NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE B C L L 0.0 P S F HC-ENG R B/A F TRUSS IN CONFORMANCE HITit FPI: 0R FABRICATING. HANDLING. SHIPPING. INS TAILING A BRACING OF TRUSSES. A!f'�.� DESIGN CONEOR M$WITH AP PE LIABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&P A) AND TPI. ALPINE ViTt� [ CONNECTOR PLAifS ARE MADE OF ZU/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 {N, N/H.S) GAL V, ST EEL. APPLY I +• �'�•�•� • ` TOT L D 5 5 O P S F S E 0 N 22986 r: PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. P051TION PER DRAWINGS 1C Z. /�� 71ppine Eo IiICOCCa PTOdUCIS� jjC. ANY INSPECTION Of PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON TO 15 'Vl�iiM `, (` F,�II OMari I)[IVe DRAWING INDICATES ACIEPI NCI OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOIELV FOP THE TRUSS COMPONENT ,�+"{S`', OUR JAC. 1.00 FROM LIB Marley DESIGN SHOWN THE SUITABILITY AND USE DF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE ,IinesC ,;}3844 Bu uO NER PE I 1 se iso t o zae .. ..,, .u.f.,:: �.. . ,..�.; = ... ING 0' JRA SGT i11 .. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0915F-TOWNHOUSE BUILDING -- 1824 OCEAN GROVE DR. - F15) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N :83, 134 4x2 SP #1 Dense: Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.29 1.67 BC 120 0.29 4.17 Deflection meets L/360 live and L/240 total load. BC 120 1.67 6.67 BC 120 4.17 7.09 Truss must be installed as shown with top chord up. BC 120 6.67 9.17 8C 120 7.09 11.09 BC 120 9.17 11.67 BC 120 11.09 14.17 BC 120 11.67 14.85 BC 120 14.17 17.04 BC 120 14.85 19.71 BC 120 17.04 21.09 BC 120 19.71 21.09 _I 14-11-0 24" 4-5-9 - lI-5X5Typi 5X5= W=3X5= 5X5= 2X5111 5X5= 0 3 0 W=3X5= 5X5= 0-3-0 � = � 10-5-0 � B3 1 4-0 2X51!1 5X5= W=3X5= W=3X5= 5X5= 64 5X5= 5X5= 2X5111 2X5 11! 0-3-8 0-3-8 17 M ! 9-8-8 !,2 0 0,1_ 9-1-1 _! 21-4-9 Over 2 Supports R=784 W=3" R=784 W=3" 01{f/� 10y�a Note: All Plates Are 4X4 Except As Shown. .�oft R.Na, PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.Qa. g• FSC •.••�l►Tf� FL 3 R - Scale =,3125" Ft. WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. rt' : T C L L 40.0 P S F R E F R151-- 11911 REFER TO DIST 1-03 (BU IL PING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 • � � • �' D'ONOTEJO DR„ SUITE 200, MADISON, WI 53119) AND WI CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE INor MADISON, NI 53719) FOR SAFETY PRACTICES PRTOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND'111' 687�'SA6 87 t E TO CHORD SHALL NAVE PROPERTY ATTACHED 57RUCTURAL PANELS AND BOTTUM CHORD SHALL HAVE A PROPERLY ATTACHFDC . l .. T C D L 10.0 P S F DATE 10/04/04 t RIGID CEILING. �y -IMPORTANT-FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �, STA [O� BC DL 5.0 PSF DRW HCUSR151 04278037 ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THF BC LL 0.0 P S F HC-ENG RB/AF FR USS [N CONFORMANCE WT FH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NAfIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNEC TUR PLATES ARE MADE OF 20/18(l6GA (W.H/S!K) ASTN A65J GRADE 4O/60 (W, K/H.57 f,AL Y. STEEL. APPLY �• �, T 0 T.L D. 5 5.0 P S F SE ON- 22989 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS IPDA-7.. •• .a ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 IIF 'PIT 20" SEC.3. A SEAL ON THIS 71ppine EllglilP,CTOIj PIOdUGCB, CIC. DRAWING INDICA FES ACCEPTANCE OF PROFESSIONAL ENGINEER TNG RESPONSIBILITY SOLELY FpR THE TRU6S COMPONENT ` D U R FAC. 1.O O FR OM B 195()Marley Dive HIS C. SIIHWN. THL SUITAB IL IIY AN USE OF THIS MPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE wines , 33W BD TLD :xER P PI 1 s -fi ate, dDn >:� ...� .w � - �� ° .:,� :I N G ... �.0° _ J R A_ ;i S G1t, z l l .i. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D091517-TOWNHOUSE BUILDING — 1824 OCEAN GROVE DR. F16) Top chord 42 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 42 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.29 15.06 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 8-10-10 24" j 4-5-9 15- 3X3= 3X3= 0-3-0 5X5= 3X3= 3X3= 3X3= 1.5X4111 1.5X4111 3X3= 5X5= 0-3-0 T ,I 10-5-0 1 4 0 1.5X4111 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 1.5X4111 0--33-8 0-33-8 1 1 1 I I, 2-1-12 1_ 10-5-11 ,1, 2-1-12 ,I 15-4-3 Over 2 Supports R=563 W=3" R=563 W=3" � ,-111111.10"' . E A�' R RaL,s ,. . PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.04x0 •••'�• �C••'•. Y� FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. t S REFER TO BC SI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 E y i TC LL 40.0 P S F R E F R151-- 11912 D'ON OFRID DR., SUIFE 200, MAO ISDNETY ,RA 1' 53119) AND WTCA (WOOD TRUSS HE S, COUNCIL OF AMERICA. 6300 ENTERPR 7SF LN. ^ : u •!�`�� MOP I C,HOR DN. W SHALL I HAVE PROPERLY ATTACHED STRUC'PilTURALTO PANELS PANELSI ANDNG BOTTOM CHORD SHALL HAVE OT PROPERLYITER I,E A M T A CHER O /• n v V ` TC DL 10.0 P S F DATE 10/04/04 RIGID CEILING. 'F **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED TAT[ F BC DL 5.0 PSF DRW HCUSR151 04278038 ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THI Q✓� B C I I D•D P S F HC-ENG R B/A F ED 11 IN CONE ORMANCf WITH TPI: OR FABR T C ATINH. HANDLING. SHIPPING, INSTALL IN6 8 BRAC INH OF LOU SSf S. II-- D L. L L I".J O DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, HY AFR PA) AND 1P[. ALPINE _ COLING IT OR PLATES ARE MADE OF 20/18/16GA (W.Hj S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STFEL. APPLY TOT.L D. 55.0 P S F S E O N 22992 PLATES TD EACH FACE OF TRUSS .AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160 A-Z. ,� _ E �.a n ANY INSPF CT ION Of PLATES I'IT OWED BY I') SHALL BE PER ANNEX A3 11 TP1 t-2002 SE C,.3. A SEAL ON THIS 'I C M B Alpine lllypllleCTPd PLOdUCE$, TIC. pRAWIN6 In IS ACCEPTANCE OI PR OF ESSIOHAL FNGINEER TNG RE SPONSIB)LITY SOLELY FOR THE TRUSS COMPONENT + , DUR,FA 1.00 FR OI"I �U I9 0 Marley Drive DESIGN SHOWN, I SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THF RESPONSIBILITY OF THE IL Lines C 3844 euILD .HER PE 1 I sE ,.,..ti - :. ING 0' L.ficate o uYY,r t on �.,. v,.;a .,...�..,, m=.��r f J R 1 S GT -1 1 - PAGE 1 Date: 10/01/2004 MANNING BUILDING SUPPLY LOG # : D0915 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JASON BRACKIN Pitch: /12 Customer: FASANELLI Job Name: TOWNHOUSE BUILDING Address : Address: 1824 OCEAN GROVE DR. Designer: JB ------ -- ----- ----- -- -- - - - --- ---- -- - ----- ---- ------- - ---- -- - -- - - ----- --- - - --- - ' I I Left I Right Qtyi Span I O.H. I O.H. I Description - -------- - ------ -- - - --- ---- -- - --- - ----- - --- - ------- - ------ --- - - ----- -- -- ---- - ** I-Joists ** 20 112 1 1 I Al WI80 - 16" x 3.5" 56122 1 1 JA2 WI80 - 16" x 3.5" f i I • ** Hardware Roof ** 761 1 1 IIUT412 Face Mt 11 7/811/80 -------- ------------------------ -- --------- ---- ----- ---------- -- ---- ---- ----- 0 - Trusses 76 - # of Hardware 76 - # of I-Joist 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board 0 - Total Trusses PRODUCTS HARDWARE SCHEDULE 619104 2004 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS fp B HUS28 51 3585 3775 2000 (22)16d 8)16d TRUSS C HGUS28-2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E I SUUR 26 67 800 1000 765 (6)16d 6)10dxl.5 TRUSS Skewed 45' " F JSUUR 210 67 1330 1660 1250 (10)16d 10)10dxl.5 TRUSS Skewed 45' G ILSSU210 64 1110 1390 875 (10)10d (7)10dxl.5 TRUSS Sloped-varies G ILSSU210 64 995 1205 785 (9)10d (7)10dxl.5 TRUSS Skewed-varies H ITHJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dxl.5 TRUSS Hip Jack&End Jack I THA422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 Inverted Flan e J THAC422 Max 66 3630 4145 1550 (22)16d 6)16d SYS 42 Inverted Flange K THA422 UR Min 66 1090 1090 - (6)1 Od (3)1 0dx1.5 SYS 42 Skewed 45' K ITHA422 UR Max 66 1416 1675 310 (116)1 Od (3)1 QdxI.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 1 - (2)1 Od To (4)10d SYS 42 Skewed 45' 9-12"FL L SUUR 410 67 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 18 16d (12)1 0dxI.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 (14)16d 12 10dxl.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 (10)10d 2 10dxl.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 1 2680 1085 16 16d (6)1 Od I-JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 - - (6)16d 210dx1.5 I-JOIST Top Mount 2.5" " R SUUR 310 67 1860 2330 765 14 16d 6 10dxl.5 I-JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 18 16d 8)10dxl.5 I-JOIST Skewed 45' T ILSSUH310 64 2295 2295 1150 (18)16d 12 10dxl.5 I-JOIST Sloped-varies T ILSSUH310 64 1600 1600 1150 (14)16d (12)10dxl.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d (6)1 0dx1.5 1 PLY LVL Min.Load U HU11 Max 75 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d 12 16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 2028 (56)16d . (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 16 16d (6)10d 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 22 16d (10)10d 2 PLY LVL Inverted Flange_ Z HGUS5.50/12 76 9155 9155 4055 (56)16d (.20)16d 3 PLY LVL ZZ HGUS7,25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 IH16S 138 - - 1470 (10)10d x 1.5 2 10dxl.5 Tie Down Short UL2 H16 138 - - 1470 10)10d x 1.5 2 10dxl.5 Tie Down Lon UL3 H16-2 138 - - 1470 10)10d x 1.5 2 10dxl.5 Tie Down 2 Ply Truss UL4 MTS12 139 - - 1000 10dxl.5 7 10dxl.5 Tie Down Twist Strap 12" UL5 HTS20 139 - - 1450 12 10dxl.5 12 10dxl.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - - 2050 13 10 (13)1 Od Tie Down Flat Strap 36" UL7 JMGT 126+141 - - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 UL8 PHD5 26 - - - 14 SDS 1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 - - 4685 Threaded Rod Tie Down TS82-24 120 4 10dxl.5 Brace Truss S aver ■ Face Mount Hangers - I-Joists Allowable Loads Actual Web Dimensions Fasteners Joist Model Stiff Ga OF/SP Species Header' SPF Species Header Code Size �Regdi Uplift : Uplift : Floor Snow Roof Floor Snow Roof Ref. W H B Face Joist (133) (160) (100) ; (115) (125) (100) ; (115) (125) 3W, 9Y 2 8-1Odx1Y 2.10dx1Y 245 j 255 730 835 . 910 625 720 780 j 3Y x I IUT410 18 8,37 9Y-9Y — 1 3% 9Y 2 8.1 Od 2-1Odxl+/z 245 255 1 890 1020 1110 ! 770 885 960 MIU49 16 3% 1 8% 2Y 14.16d 2-10dx1Y 240 255 1860 2140 2330 1610 1850 2010 _77-07-1, 3Y x 11j—,' I US3.56/1 1.8818 336 11%8 2 12-1 Od — 75 I 75 1345 : 1545 1680 1165 1340 1450 47 j 3y x IUT412 — 1 3%e 11Y, 2 j10-10dxlyI 2-1Odx1Y 245 255 ) 910 1045 1140 ! 780 895 975 11X,-11% I 3% 11Y, 2 10-10d 2-10dx1Y 245 255 j 1110 ) 1275 1390 ! 960 1105 1200 B,37 MIU411 16 3y8 1138 2Yz 16-16d 1 2-10dx1Y 240 25_5 2130 2445 1 2660 1840 ; 2115 ! 2300 170 IUS3.56/14(Min) 3% 14 2 12-10d 75 !. 75 : 13345 , 1545 ; 1680 11165 1340 1450 IUS3.56/14(Max) + 18 ! 3% i 14 2 14-1 Od — 75 75 �1570 1725 f� 725 136071450 ' 1450 47 3Y x14 IUT414 — , ! 3% 13/ 2 14-10dxtyj 2-10dx1Y 245 255 1275 1465 1590 1090 1255 1365 3%5 j 133/, 2 14-10d 2.10dxly 245 255 1555 1785 ! 1940 1345 1545 1680 8,37 MIU414 16 aye 13'/e 2Y 18-16d 2.10dx1Y 240 1 255 2395 2755 2990 20701 238012590 170 IUS3.56/16(Min) 1 3% 16 2 14.1 Od — 75 + 75 1570 1725 1725 1360 1 1450 1450 41 IUS3.56/16 Max 18 3% , 16 2 16-1 Od — 75 75 1725 1725 1725 1450 1450 � 1450 3+zx16iUT416 — 33{8 15y4 2 16-10dx1y 2-10dx1Y 245 255 1455 ; 1675 1820 1250 1435 1560 3% 153/, 2 16-10d 2-tOdxty 245 255 1775 2040 F2165 1535 1765 1920 MIU416 16 3W8 —i 5Y, 2Yx 20-16d 2-1Odx1Y 240 255 2660 3060 J3325 1 2300 j 2645 2875 3+/,x18 MIU418 — 16 3%s 17Y, 2Yx i 22-16d 2-10dxly, 240 255 2925 3365 1 3420 2530 2910 3160 170 3yx20 MIU420 ✓ 16 , 3% 19X4 2Yz 24-16d 2-1Odx1Y 240 255 13190 36701 3705 27601 31751 3450 3y x 22-30 MIU420 ✓ 16 3°Xg 193, 2Yz ! 24-16d 2-1 Odx1Y 240 255 3190 3670 3705 2760 ' 3175 3450 4 x 9+h HU4.12/9 Min ✓ 14 4y 8 j 2y 14.16d 6-1 Od 905 1 1085 1875 2155 2345 1625 1870 2030 26.83,120 HU4.12/9 Max ✓ 14 4X 85/ 2X 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 26,120 4 x 111/e-14 HU4.12/11 Min ✓ 14 4y 1 O54 2y 16-16d 6-1 Od 905 1085 2145 2465 2680 1855 2135 2320 26,83,120 HU4.12/11 (Max) ✓ 14 4Y, lox, 2y, 22.16d 10-10d 1505 1810 2950 3390 ( 3685 . 2550 2935 3190 26,120 4y-4jx MIU4.75/9 — 16 43y, 9X8 2Y2 14-16d 2-1Odx1Y 240 255 1860 2140 2330 1610 1850 2010 170 I gy.gy U3510-2 ✓ 16 4y, 83✓, 2 14-16d 6-10d 890 1 1065 1860 2140 2330 1610 1850 2010 26,83 HU4.75/9 ✓ 14 4% 1 9 2Y 18-16d 8-10d 1205 1 1445 2410 2775 3015 2070 2400 1 2610 26,83,120 4+-45 x MIU4.75/11 — 16 43Y 11y 2Y216-16d 2-1Odx1Yx 240 255 2130 2445 12660 1840 2115 2300 170 f. 11Y4 11 y U3512-2 ✓ 16 4y 11 y, 2 16-16d 6-1 Od 890 1065 2130 2445 2660 1840 12115 ! 2300 26 HU4.75/11 ✓ 14 43/, 112Yz 22-16d 8-10d 1205 1445 2950 3390 3685 2550 j 2935 i 3190 26,83,120 4y-4y,x 14 MIU4.75/14 — 16 4% 13Y 2Y ' 18-16d 2-10dx1Y 240 255 12395 2755 1 2990 1 2070 2380 i 2590 170 HU3514 2 ✓ 14 43/ 134 2y 18-16d 8-1 Od 1205 1 1445 2410 2775 1 3015 2090 2400 2610 26,83,120 MIU475/16 — 16 4% 15X8 2Yz 20-16d 2-10dx1Yz 240 255 2660 3060 3325 2300 2645 2875 170 4y,-4y,x 16 HU3516-2(Min) 43/, 15y, 2y 20-16d 8-10d 1205 1445 ( 2660 3080 3350 2320 i 2670 2900 26,83,120 HU3516 2(Max) ✓ 14 4% 15X4 2y 26-16d 12-1 Od 1810 ; 2015 3485 1 4005 4355 3015 1 3470 j 3770 26,120 4y-4%x18 MIU4.75/18 — 16 43X, 17% 2Yz I 22-16d 2-1Odx1Yz 240 255 2925 3365 3420 2530 291013160 170 MIU4.75/20 ✓ 16 1 43Y j 193{8 2Yz j 24-16d 2.1Cox 1Yz 240 , 255 3190 1 3670 3705 2760 3175 3450 4y-4y,x 20 % HU3520-2 Min 4/ 19Y, 2y 20-16d 8-10d 1205 1 1445 2680 13080 3350 2320 2670 2900 26,83,120 HU3520-2(Max) 14 4/ 19y, 2y 26-16d 12-10d 1810 2170 1 3485 4005 ! 4355 13015 3470 1 3770 26,120 a 4MI04.75/20 16 4%, 19% 2Yx 24-16d 2-1Odx1Yx 240 255 3190 3670 3705 2760 3175 3450 170 22-30 HU3520-2 Min ✓ i4 4y' 19y, 2X 20-16d 8-10d 1205 1445 2680 3080 3350 2320 2670 2900 26,83,120 22 30 HU3520-2 Max 43y, 19y4 2X 26-16d 12-1Od 1810 2170 3485 4005 4355 i 3015 3470 3770 26,120 Z 1a1r 5x MIU392 — 16 5y, 8j j 2y 14-16d 2.1Odx1Y 240 255 1860 214012330 1610 1850 2010 170 s 9y 9 2 HU310 2 ✓ 14 i 5y 8N/ 2y 14-16d 6•10d 905 1085 1875 2155 2345 1625 1870 2030 26,83,120 0 5 x MIU311-2 — 16 5X8 11X4 2Yz 16-16d 2-10dx1Y 240 255 2130 2445 2660 1840 21151 2300 170 11Y4 i IX : HU312 2 ✓ 14 SX 105/ 2Y 16 16d 6.10d 905 1 1085 2145 2465 2680 1855 2135 J 2320 26,83,120, 5 x 14 MIU314-2 — 16 5Y8 142Yz 18-16d 2.10dx1Yz 240T 2395 2755 2990 2070 2380 2590 N 5 x 16 MIU316-2 — 16 53e 153/8 2Y ! 20 16d 2-10dx1Y 240 1 255 2660 3060 3325 2300 ! 2645 2875 a 5 x 18 MIU318-2 — 16 SY 17% 2Yx 22-16d 2-1 Wyx 240 255 2925 ( 3365 ` 3420 12530 1 2910 3160 170 1 5 x 20 ' MIU320-2 ✓ 16 ! 5Y 19% 2Y 24-16d ! 2.10dx1Y 240 255 13190+3670 13705 �31755 x 22 30 M1U320-2 ✓ 16 I Sy 193/ 2Y 24-16d j 2•lOdX1Y 240 255 3190 3fi70 3705 j0 HU410 2(Min) ✓ 14 I 73e 9X8 2Yz 14-16d 6-16d 1070 1 1285 1875 2155 1 2345 1625 1870 2030 lx 9y 9y , HU410-2(Max) ✓ 14 ! 7Y5 938 2yz 18-16d 8-16d 1430 1715 ! 2410 2775 . 3015 2090 2400 2610 0 7x 11% 11% HU412 2(Min) ✓ 14 i 7y 11Ye 2Yz 16-16d ' 6-16d 1070 1285 1 2145 2465 2680 1855 2135 - 2320 26 120 HU412-2(Max) ✓ 14 7Y 11Y8 2Yz 22-16d 8-16d 1430 1715 . 2950 ' 3390 ! 3685 2550 2935 3190 7x 14 HU414-2(Min) ✓ 14 7Y 13Y 2Yz 20-16d 8-16d 1430 1715 2680 3080 3350 . 2320 2670 2900 HU414-2(Max) ✓ 14 7Y 1 13Ye 1 2Yz 26-16d 12-16d 2145 2575 3485 4005 4355 3015 3470 3770 , See footnotes on opposite page. CODES:See page 8 for Code Listing Key Chart. 70 �z OOJW � � JCLO 0 F• ..6. 0 T —_-- C..0 , T T ---n 6..0. T T 6 . 0 T IT Td T OD Oo c C3 LO U) in z H Un ow U') z H Ln �n 00 co TH TH MP 8. 0 T 8,. T . T T 0 E.. T . T T .8 . 0 T ---� ..8 . t7 t7 w �,_.�.-- __�--- \ I/ GP W1 60 and W1 80 'V1I7 i� ori d� THE NEW WI SERIES JOIST is the , SOLID SAWN WIDE FLANGE CHOICE! 21/2" and 31/2" Lumber Flange with FiberStrong2' OSB Web 1 , An advanced pre-engineered wood product which utilizes Georgia-Pacific's technological expertise in t t r • i • wood fiber, resins, and adhesives. Georgia-Pacific Engineered Wood Products are delivered from the forest to our mills and to you through our nationwide distribution system. I I 40 PSF Live Load + 10 PSF Dead Load Improved Performance (L/480) • t r Joist Joist Spacing(Simple Span) Spacing(Multiple Span) Depth Series 12"o.c. 15"O.C. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 11%" WI 60 22'-08" 20'-08" 19'-06" 18'-03" 24'-08" 22'-06" 21'-02" 19'-01" 1 r 14" WI 60 25'-09" 23'-06" 22'-02" 20'-09" 28'-01" 25'-07" 23'-08" 19'-09" 16" WI 60 28'-07" 26'-01" 24'-07" 23'-00" 31'-02" 28'-01" 24'-09" 19'-09" 16" WI 80 31'-04" 28'-06" 26'-11" 25'-01" 34'-02" 31'-01" 29'-03" 23'-11" r, For shipping weights contact Georgia-Pacific. �--- 31/2,WI 80 NOTES: —2'/T WI 60--� 1.These span charts are based on uniform loads,as noted above; 1'/2"2 X10 live load deflection is limited to L/480 for better performance. Floor performance is greatly influenced by the stiffness of the i t floor joists.Experience has shown that joists designed to the code minimum live load deflection (L/360)will result in a floor t , which may not meet the expectations of some end users.G-P strongly recommends floor spans for Wood I Beam joists be limited to those given above,which are based on L1480 live load deflection.(One-third stiffer than required by code.) \ 2. Spans are clear distances between supports,and are based on composite action with glued-nailed APA Rated Sheathing or Sturd-I-Floor of minimum thickness 1%2"(40/20 or 20 oc)for 2112"or 31/2"x We joist spacing of 19.2"or less,or 23/z'(48/24 or 24 oc)for a joist Solid Lumber spacing of 24".Adhesive must meet APA AFG-01.If sheathing is Flange nailed only(not recommended),reduce spans by 12." „ 3. Minimum and bearing length is 1W Minimum intermediate Fiber$trong' bearing length is 3'h" OSB Web 4. End spans of multiple-span joists must be at least 40%of the adjacent span. \ 5. For loading other than that shown above,refer to Uniform Load Tables.use G-P FASTBeama selection software,or contact G-P Engineered Lumber Technical Services. 6. Not all products are available at all distribution centers; contact G-P for availability. -see complete warranty for terms.conditions and limitations from: • f Georgia-Pacific Corporation,133 Peachtree Street,Atlanta.GA 30303. . 2112" or 3112"x 11/2„ Solid Lumber Flange WOOD BEAM" I I � I L UM-9 ■ R http://Www.gp.com/build/englumber HOLE LOCATION FOR MULTIPLE SPAN JOISTS Do not drill or cut flanges. G chart See chart H,— dimension >j j-.—note#4—r j j.—dimension Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2-6 equals 2'-6"). Joist Joist Circular Hole Diameter Depth Span 2" 3" 4" 5" 6 7" 8" 8'/1' 9" 10" 10'/11 11" 12" 12%' 10' 0-6 1-0 1-6 2-6 3-6 12' 0-6 1-6 2-6 3-6 5-0 14' 2-0 3-0 4-0 5-0 6-0 9%" 16' 2-0 3-0 4-0 5-0 6-6 18' 2-0 3-0 4-0 5-6 7-0 40 20' 1-0 2-6 4-0 5-6 7-6 12' 0-6. 1-0 1-0 1-6 2-6 3-0 4-0 4-6 14' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 16' 0-6 1-6 2-6 3-6 5-0 5-6 6-6 7-0 18' 2-0 3-0 4-0 5-0 6-0 7-0 8-0 8-6 11%" 20' 2-0 34 4-0`. 5-0 6-6 7-0. 8-0. 9-0 22' 2-0 3-6 4-6 5-6 7-6 8-0 9-6 10-6 24' 2-6 4-0 5-0 6-0 8-0. 8=6 10-0 11-0 26' 1-6 3-0 4-0 5-6 7-6 8-6 10-0 11-0 28` 0.-6 1-0 2-0. 4-0 6-6 7-6 9-6 11-0 Example below 12' 0-6 1-0 1-0 1-6 1-6 1-6 1-6 2-6 2-6 3-6 4-6 14 _ 06; 1-0 1-0. 1-6'" 1-6 2-0" 3.4 - 3-6' 4-0 5.0 6-0 . _ _ ,mow _ i 16' 0-6 1-0 1-0 1-6 2-6 3-0 4-0 5-0 5-0 6-0 7-0 711 3-5' 4-6.. 5=6: 6-Oi. 6-6; 7;6 8-6 _._.. .. .. 20' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 6-6 7-6 8-6 14" 22' Of 1-0 t 6; 2-6 4-0`.' 5-0 6-6 7-6: 7=6 M:'. 104 24' 0-6 1-6 2-6 4-0 5-6 6-6 7-6 8-6 9-0 10-0 11-6 26' 0-6° N 3-0: 4-6 6-0' 7-0. .:.. 8.6- .. 9-0 9,6. 11-0 12-0 28' 0-6 1-0 2-6 4-0 6-0 7-0 8-6 9-6 10-0 11-6 13-0 30' 0-6: 1-0: 1-0. 1 6 3-6' 44`.. 6-6 8-0, 9-0 11-0 12-6 32' 0-6 1-0 1-0 1-6 4-0 5-0 7-6 8-6 9-6 11-6 13-0 14' 0-6 1-01 1-01 1-6 1-6 1-6- 1-6 1-6 2-0 3-0 5-0 6-0 16' 0-6 1-0 1-0 1-6 1-6 1-6 2-0 3-0 3-0 4-0 5-0 5-0 6-0 7-0 18' 0-6 1-0 1-0 1-6 1-6 24 3-6 4-0 4-6 5-6 6-0 6.6 7-6 8-6 VIP 20' 0-6 1-0 1-0 1-6 1-6 2-6 3-6 4-0 4-6 5-6 6-0 6-6 7-6 8-6 16" 221' 0-6 1-0 1-0 1-6 1-6 2-6 4-0 4-6 5-0 6-6 7-6 7-6 9-0 10.0 24' 0-6 1-0 1-0 1-6 3-0 3-6 5-0 6-0 6-6 7-6 8-6 9-0 10-0 11-6 i 26' 0-6 1-0 1-0 1-6 3-6 4-6 5-6 6-6 7-0 8-0 9-0 9-6 10-6 12-0 28' 0-6 1-0 1-0 1-6 3-0 4-0 5-6 6-6 7-0 8-6 9-6 10-0 11-6 13-0 30' 0-6 1-0 1-0 2-0 4-0 5-0 6-6 8-0 8-0 10-0 11-0 11-6 13-0 14-6 32' 0-6 1-0 1-0 1-6 1-6 1-6 4-0 5-0 6-0 8-0 9-6 10-0 12-0 13-6 34' 0-6 1-0 1-0 1-6 1-6 3-0 5-0 6-6 7-0 9-0 11-0 11-0 13-0 15-0 NOTES: 5.For joists with more than one span,use the longest span to determine hole OR 1.Hole locations are based on worst case of simple and multiple span location in either span. conditions with uniform floor loads of 40 PSF live load and 10 or 20 PSF EXAMPLE: dead load,spans from pages 6 or 8. Determine the allowable location of a 9"round hole in a 14"deep joist which i, .A 1Y2"hole may be placed anywhere in the web of the joist. has multiple spans of 16'and 20'. 3.The longest side of a rectangular hole shall not exceed three-fourths the Enter the chart in the left column and find 14"joist depth, move to the right allowable round hole diameter. and find 20'in the joist span column and move across the chart to intersect 4.For multiple holes:The clear distance between the holes must equal or the 9"round hole column.The nearest allowable location to either bearing is exceed twice the diameter of the largest hole, or twice the longest side 6-6 or 6'-6.''" of a rectangular hole. ' HOLE LOCATION FOR SIMPLE SPAN JOISTS Do not drill or cut flanges. chart Seechart -•--- dimension — —note#4—�; jr--dimension; Chart dimension is minimum distance in feet and inches from inside face of support to nearest edge of hole(2-6 equals 2'-6"). Joist Joist Circular Hole Diameter Depth Span 2" 3" 4" 5" 6'/1' 7" 8" 81/21' 9" 10" 10%1' 11" 12" 12>/1' 10' 0-6 0-6 1-0 1-0 2-0 12' 0-6 0-6 1-0 2-0 3-0 9%21' 14' 0-6 1-0 2-0 3-0 4-0 16' 1-6 2-0 3-0 4-0 5-0 18' 0-6 1-6 3-0 4-0 5-0 20' 0-6 0-6 1-0 2-0 3-6 a► 12' 0-6 0-6 1-0 1-0 1-0 1-6 2-6 3-0 14' 0-6 0-6 1-0 1-0 1-6 2-6 3-6 4-0 16' 04-6 0-6 1-0 1-6 2-6 3-6 4-6 5-0 113/4" 18' 0-6 1-0 1-6 2-6 3-6 4-6 5-6 6-0 20' 10. 2-0 2-6 3-6 4-6 5-6 6-6 7-0 22' 0-6 0-6 2-0 3-0 4-6 5-6 6-6 7-6 ...._... .. . .. .. 24 0-6 04 1-0 2-6 4-0 5-6 6-6 7-6 Example below 26' 0-6 0-6 1-0 1-0 2-0 4-0 6-0 7-0 1.0' D-6• 0 6 1.4-:-'- 1-0 1-0 -..1-6 14 1-6 1-6 .,-. 2-0 2-0` 12' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-6 3-0 __.. 14 0 6 Q 6 1.0 1-01 0 1=6 1-6 2-0 2 6 3-6 4-0, 16' 0-6 0-6 1`01': 1-0 1-0 1-6 2-6 3-6 3 Z. 46 5-0 0-6 1 0 1-0 1-0. . 2=0 3-6. 4-0 576 6-0 14" 20' 0-6 0-6 1-0 1-0 2-0 3-0 4-6 5-0 5-6 6-6 7-0 . .22, 0-6 0-6 1 0 2-0 3-0. 4:0 5-6 6-0 6 6 7-6 84 - 24' 0-6 1-0 2-0 3-0 4-0 5-0 6-6 7-0 7-6 8-6 9-0 26" 0-6 0-6 14' 2-0 3-0 4-6 5-6. 6-6 7-0 8-6 9-0 28' 0-6 0-6 1-0 1-0 1-0 1-6 2-0 3-6 4-0 6-0 8-0 30' 0-6 0-6 1-0 1-0 1-0 1-6 3-0. 4-6 5-0 7-0 9-0 14' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-0 2-0 2-0 3-6 4-0 16' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 1-6 2-0 3-0 3-04 6 5-0 18' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 2-0 2-0 3-0 4-0 4-0 5-6 6-0 20' 0-6 0-6 1-0 1-0 1-0 1-6 2-0 3-0 3-0 4-0 5-0 5-0 6-6 7-0 16" 22' 0-6 0-6 1-0 1-0 1-0 2-0 3-0 4-0 4-0 5-0 6-0 6-0 7-6 8-0 24' 0-6 0-6 1-0 1-0 2-0 3-0 4-0 5-0 5-0 6-0 7-0 7-0 8-6 9-0 26' 0-6 0-6 1-0 2-0 3-0 4-0 5-0 6-0 6-0 7-0 8-0 8-0 9-6 10-0 28' 0-6 0-6 1-0 1-0 1-6 3-0 4-0 5-0 5-6 6-6 7-6 8-0 9-0 10-0 30' 0-6 0-6 1-0 1-0 1-0 1-6 3-0 4-0 4-6 6-0 7-6 7-6 9-0 10-6 32' 0-6 0-6 1-0 1-0 1-0 1-6 1-6 1-6 2-0 4-0 5-6 6-0 8-0 9-6 NOTES: EXAMPLE: 1. Hole locations are based on Simple Span joists with uniform floor loads of Determine the allowable location of a 9"round hole in a 14"deep joist which 40 PSF live load and 10 or 20 PSF dead load,spans from pages 6 or 8. spans 20'. 2.A 1%"hole may be placed anywhere in the web of the joist. Enter the chart in the left column and find 14"joist depth,move to the right 3.The longest side of a rectangular hole shall not exceed three-fourths the and find 20' in the joist span column and move across the chart to intersect allowable round hole diameter. the 9"round hole column.The nearest allowable location to either bearing is 4.For multiple holes:The clear distance between the holes must equal or 5-6 or 5'-6". exceed twice the diameter of the largest hole,or twice the longest side J of a rectangular hole. INSTALLATION DO'S AND DON'TS DO NOT DO Do not cut or notch flanges (except birdsmouth cuts in _tr real details R4&R6.) kms. DO NOT Fee DO Do not violate hole chart rules. Refer to hole charts)—1 DO NOT DO Do not birdsmouth cut bottom flange at high end of rafter. Continuous wedge or t approved fastener Support beam Support beam Wood I Beam Wood I Beam 9#4 (Refer to detail R2.) DO NOT DO or DO •'r• .f•. II t J,. Hanger i er: Rim :r: •�; Ha Be not hang wood I Boom joist by top flange or web. Board •• .J. DO NOT DO or DO _ _ _ Rafter Extend floor sheathing Rata y '= P to outside face of wall. Do not bevel culoist beyond inside lace of wail. - � Wood I Beam blocking or FiberStrong,& rim board required at bearing for Hanger j lateral support ALLOWABLE HOLES FOR UNIFORMLY LOADED BEAMS 8"(min.)spacing between holes,typical. G-P Lam'LVL or Maximum of three Glulam beam 1 holes per span. I I I 1"maximum round hole(s) I I 0 0 0 0' 0 _ 0 ` 1/3 span _I• middle 1/3 span _I• 1/3 span 0 NOTES 1.Hole(s)must be located at mid-depth and within the middle 1/3 span. 2.1"maximum round hole diameter.No rectangular holes are allowed. 3.Use a minimum 8"spacing between holes and no more than three holes per span. 4.Chart is valid for single and multiple span uniformly loaded beams only.Chart is not valid for cantilever sections. 5.Minimum beam depth of 91/4". ! I Do not notch,drill or cut G-P Lam®LVL except as shown in this publication. PAGE 1 Date: 10/01/2004 MANNING BUILDING SUPPLY LOG # : D0915A TRUSS DIVISION JOB # : 4 JACKSONVILLE Salesman: JASON BRACKIN Pitch: /12 Customer: FASANELLI Job Name: TOWNHOUSE BUILDING Address : Address : 1824 OCEAN GROVE DR. Designer: JB 2ND FLOOR ---- -- -- -- - ------- ---- -- --- - - --- - - - -- --- --- - ---- --- ------ - - -- --- -- -- - "' Left Right Qtyi Span I O.H. O.H. Description ------ --- - - ---- - -- -- -- --- --- ----- - - -- --- -- - -------------- -- -- --- -- - - - t'"" 2 10'8"11 ` 0' 101 IF1 8 1 10'11"11 0' ` 0' JF2 44121'3.11111 10' , 0' JF3 14110'4"11 ` 0' 10' IF4 6 121-111-11 0' 0' F5 iii 8 Lc- 8 15'4"3 1 0 1 101 ` F6 � �.. Pee 10 11'0"11 0' 0' I F7 SEALS: 2 10'9"11 l0' ( 0' JF8 ** Beams ** 822 I JBM1 GPLAM 16" 4114 J BM2 GPLAM 16" 8110 JBM3 GPLAM 16" ** Hardware Floor ** 321 ITRA422 SY42 Hanger 41 IHGUS412 2-ply GPLam Hanger -- - - --------- ------ ------------------ ------ --- - ---- - --- ----- ----- - ----- - ---- 94 - Trusses 36 - # of Hardware 0 - # of I-Joist 0 - Piggy' s, 0 - Jacks 20 - # of Beams 0 - # of Rim Board ---------- ---- ---- --- 94 - Total Trusses PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 !" REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 7925 3220 1 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUUR 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 64 995 1205 785 (9)1 Od (7)10dx1.5 TRUSS Skewed-varies H THJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip JackBEnd Jack I THA422 Min 66 1635 1635 - 2)16d To (6)16d SYS 42 I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d To (.6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 22)16d 6)16d SYS 42 Inverted Flange K THA422 UR Min 66 1090 1090 - (6)10d 3 10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (16)1 Od (3)10dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 - 2)10d To (4)10d SYS 42 Skewed 45' 9-12"FL L SUUR 410 67 1860 2330 1275 (14)16d 6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 18 16d 12 10dx1.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 14 16d 12)10dx1.5 SYS 42 Skewed-varies N IIUT312 73 1110 1390 255 (10)10d (2)1 0dx1.5 I-JOIST Face Mount 2.5" OHU312-2 74 2145 2680 1085 16 16d 6 10d I-JOIST 2 PI Face Mount P IUT412 74 1110 1390 255 (110)1 Od (2)10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 - - (6)16d 210dx1.5 [-JOIST Top Mount 2.5" R SUUR 310 67 1860 2330 765 (14)16d 6 10dx1.5 I-JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 18 16d (8)1 0dx1.5 I-JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 18 16d 12 10dx1.5 I-JOIST Sloped-varies T ILSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d 6 10dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load s V HGUS48 75 6805 7925 3220 (36)16d 12 16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+161 5035 5035 1 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 (16)16d (6)1 Od 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 22 16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 (10)10d x 1.5 2 10dx1.5 Tie Down Short UL2 H16 138 - - 1470 (10)10d x 1.5 2 10dx1.5 Tie Down Lon UL3 H16-2 138 - 1470 (10)10d x 1.5 2 10dx1.5 Tie Down 2 P Truss UL4 MTS12 139 - - 1000 7)10dx1.5 7 10dx1.5 Tie Down Twist Strap12" UL5 HTS20 139 - - 1450 1 (12)1 Odxl.5 12 10dx1.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - - 2050 13 10d 13 10d Tie Down Flat Strap 36" UL7 JMGT 126+141 - - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 UL8 jPHD5 26 - - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 - - 4685 Threaded Rod Tie Down TS82-24 120 4 10dx1.5 Brace Truss S aver " �, ' ADJUSTABLE THA/THACTRUSS HANGERS Designed for 4x2 floor trusses and 4x beams, the new THAR/1_422 has a standard skew of 45 degrees. Straps can be formed to give top °m •m - :--y flange hanger convenience.PAN nailing helps eliminate splitting of °I o ® • ✓� 42 truss bottom chords. The THA series' extra long straps allow full code nailing and can be °� 0• ,m field-formed to give top flange hanger convenience. MATERIAL:See table. FINISH:Galvanized ° INSTALLATION:•Use all specified fasteners.See General Notes. ° •THAR/1-422—install 1Odx11/2'nails into carried member PAN nail holes and 10d common nail into round joist nail hale. c Use 10d common nails into carrying member d r Two different installation methods may be used: s Maximum nailing-Install all face nails according to the table. s w I;�; 13+;for Nails used for the joist attachment must be driven at an angle so d` �I 2' THAC422 that they penetrate through the corner of the joist into the header. �. THA29 HATHA for 422-2 With single 2x carrying members,use 1Odx11/2'nails into the � THA426.2 _ carrying member,and 10d or 16d commons into the carried THA i member,and use 0.81 of the table value for 18 gauge,and 0.68 F of the table value for 16 gauge. Minimum nailing-For the THA29,the minimum nailing schedule THAC422 THAR/L422 requires the use of joist double shear nailing as detailed above, and that the strap be field-formed over the header a minimum of r r 21/2".A minimum of four top and four face nails must be used. �� "y For all models except the THA29,the minimum nailing schedule +,° P, 4Top Nails p g �' ,< „ 4x Nailer may be followed where double shear nailing is not possible, r' provided the strap is field-formed over the top of the header a _ x minimum of 1 Y2'for the THA213 and THA413,and 2'for all others,and a minimum of four top and two face nails are used. 2 i The joist double shear nailing tabs are easily straightened so that Face ' the nails can be driven straight into the joist.For the THAR/1_422, ON -,;,. Nails a minimum of four top and 2 face nails must be used. CODES:See page 8 for Code Listing Key Chart. Typical THA Installation Dome Double Shear Double Nailing prevents Shear Double Shear Joist Straight Nails tabs breaking off -Nailing Nailing Top View (available an = U.S.Patent Typical THA Side View Minimum Nailing g some models) a,aeD,941 g Confi uraiion on U.S.Patent 5,603,580 a 4x Nailer(except THA29) Dimensions Fasteners' Doug-Fir-Larch/Southern Pine Spruce-Pine-Fir Minimum Down Allowable Loads` Allowable Loads° Code Carried MNoel Ga Carrying Carried Avg Uplift' Floor Snow Roof Uplift, Floor w Roof R8. Member W H C Member Member Uit (133& (133& Top Face Straight Slant 160) I (100) (115) (125) 160) (100) (115) (125) MINIMUM NAILING—TOP FLANGE 2x4 THA29 18 1 9% 5Y. 4-10d 4-10d — 4-1 Od 81671 750 1 226012310 2350 1 750 1 17401 1785 1815 = 2x6 THA21T 18 1 Y. 13 5Y, 14-10d 2-10d 4-10dx1 — 5343 J — 1 1615 1615 1615 ' — j 1280 1 1280 1 1280 2x6 THA218 18 1 17 5 4-10d 2-10d 4-10dx1 — 5343 — 161511615 1615 — 128011280 1 1280 2 2x10 THA218-2 16 3 171 8 4-16d 2-16d 6-16dx2 — 5085 — 1635 i 1635 1635 — 1465 1465 1 1465 1,36, a PIP (2)2x10 THA222-2 16 1 3ys 22X, 8 4-16d 2-16d 6-16dx2 — 5085 — 1635 1635 1635 — 1465 1 1465 1465 84,122 46 THA413 18 3% 13 4 4-1 Od 2-10d 4-1 Od — 5343 — 1615 1615 1615 — 1280 ! 1280:1280 z 410 THA418 16 3 17 71 4-16d 2-16d 6-16d — 5085 — 1635 1635 1635 1 14651146511465 a 4x10 THA422 16 3 22 71 4-16d 2-16d 6-16d — 5085 — 1635 1635 1635 — ! 1465 146511465 N 410 THAC418 16 3 1 7y2 71 4-16d 2-16d 6-16d — 5085 — 1635 1635 1635 — 14651 1465 1465 170 42 truss THA426 ; 14 3Y, 26 71 1 4-16d I 4-16d 6-16d — 18720 — 2425 2425 2425 — 1940; 1940 1 1940 - MAXIMUM NAILING—ALL NAIL HOLES FILLED 2x4 18 THA29 1 5 9% 5 — 116-1 Od — 4-1 Od 82501 750--21275 2310 2350 750 1740 1785 1815 2x6 THA213 18 ! 15 13 5y2 114-1 Od — 4-1 Od 7983 930 1795 1840 1 1870 780 ! 1385 1425,1450 2x6 THA218 18 15 1 176 5y, 18-1 Od 1 4.1 Od _9120 930 1795 1840 1 1870 780 1385 i 1425 1450 o 2 2x10 ITHA218 2 1 16 3 117% 8 — 16-16d — 6-16d 115001 1550 2830 13050 3050 1355 !2385 2740 12820 2 2x10 'THA222 2 16 ! 3 ! 22Ya 1 — 122.16d — 6 16d 130671 1550 3510 '35951 3650 1355 1 2705 1 2775 12820 4x6 THA413 18 : 35 : 13y, 4y2 — 14.10d I — 4-1 Od 79831 930 1940 2235 1 2400780 1660 1910 2075 84,122 410 THA418 16 1 3 1 7y2 r — 16-16d — 6-16d 115001 1550 2830 3050 3050 11355 2385 2740 12980 410 THA422 16 i 35 22 77% — ',22 16di — i6-16d 11306711550 3630 4090 1 4145 11355 3075 3145 3195 410 THAC418 16 3% 17y 7% 116-16d1 — 6-16d 11150011550 2830 30501 3050 1355 2385 2740!2980 170 42 truss THA426 14 : 35/ 26 7/ — 30-16d! — 6-16d 14836 1715 4020 4625 i 4655 1355 3480 4000 4030 FACTORY SKEW 45' j 4x truss iTHAL/R422 16 3=; 22 5� j 8 4-10d 2-10d 1-10d 2-10dr1 3367 — 1090 10901 1090 1 — 915 915 915 160 it 4xtruss ITHAL/R4221 16 1 3,022`•F 1 8 14-10d 2-1 0d; 10d 2 10d;:1 6337 310 1416 ! 1628 i 1675 260 190 1370 14u^^ 1.16d sinkers may be used to replace 16d commons at 0.85 of table load. 4.THAR/L422 ?tui -1 Od'lou nails and 2-iOd face nails:When the hanger 2.Uplift has been increased 33%and 60%for earthquake or wind loading height is bei,;,=en 9'io 12".file allowable download is 1440 Ills for OIL with no further increase allowed:reduce where other loads govern. and 1210 lir w -:PF. ilo further increase allowed. 62 3.Roof loads are 125%of floor loads unless limited by other criteria. Face Structural Mount Hangers Composite 1 ° Allowable Loads Actual Dimensions Fasteners Joist Model Ga DF/SP Species Header SPF Species Header Code Size N0' W H 8 Face Joist Uplift Uplift Floor Snow Roof Floor Snow Roof Ref. (133) (160) (100) (115) (125) (100) (115) (125) HU1 31.5 iMinj 1,%5 5'ie I 2%z 12-16d 4.1Od:-.1 z 480 575 1610 1850 2010 1390 1600 1740 26,83,120 1%x5y, 14 HU1 31/5(Max) 113/6 5'e 2%z 16-16d 6-1Odx1; 720 665 1 2145 2465 2680 1855 2135 1 2320 26,120 1/x 7y HU7(Min) 14 1'X6 6'X6r2)/, 12-16d 4-1 Odx1yz 480 575 1610 1850 2010 1390 1600 1740 26,83,120 HU7(Max) 1%, 6'X6 16-16d 8-1 0dx1y 960 1150 2145 2465 2680 1855 2135 2320 26,120 HUS1.81/10 1 j 8% 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 4,38 1�/,x 9% HU9(Min) 14 1'%, 9Y6 18-16d 6-10dx1/ 720 865 2410 2775 3015 2090 2400 2610 26,83,120 HU9(Max) 1'%, 9% z 24-16d 10-1Odx1y 1200 1440 3215 3700 4020 2785 3200 3480 26,120 HUS1,81/10 1% 8% 3 1 30-16d 10-16d 2845 3000 4900 5045 5145 1 4355 5010 5145 4,38 11y 11y HU11(Min) 14 1%a 11X, 2yz 22-16d 6-10dx1y, 720 865 2950 3390 3685 2550 2935 3190 26 120 A HU11(Max) 11 6 11X6 2yz 30-16d 10-1Odxly 1200 1440 4020 4315 4405 3480 4000 4350 HUS1.81/10 14 11 j, 8% 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 4,38 1y,,x14 U14 16 11/18 10y, 2 14-16d 6-1Odx1y 720 865 1860 2140 1 2330 1610 1850 2010 26 VP HU14(Min) 14 1%, 13'X, 2y, 28-16d 8-1Odx1y 960 1150 3750 4110 4180 , 3250 3735 1 4060 120 HU14(Max) 1% 13ye 2yz 36-16d 14-10dxty 1680 2015 4540 4730 4855 4175 4730 4855 26,83,120 x HU2.75/10(Min) 14 2% 9 2Y 14-16d 6-1Odx1 720 865 1875 2155 2345 1625 1870 2030 9y-e 9y HU2.75/10(Max) 2% 9 2yz 18-16d 10-1Odx1y 1200 1440 2410 12775 3015 2090 2400 2610 26,120 HGUS2.75/10 12 2% 8� 4 46-16d 16-16d 3630 3630 7940 1 8220 8410 5980 6195 6335 160 2'X,x HU2.75/12(Min) 14 2% 10% 2y 16-16d 6-1 Odx1 y 720 865 2145 2465 2680 1855 2135 2320 26,83,120 11 y,-11% HU2.75/12(Max) 2% 10% 2y 22-16d 10-10dx1y 1200 1440 2950 3390 3685 2550 2935 3190 26,120 HGUS2.75/12 12 2% 1D1N4 56-16d 20-16d 4055 4055 8410 8760 8995 6335 6600 6775 160 HU2.75/14(Min) 2% 13 2y 18-16d 8-1 Odx1y 960. 1150, 2410 2775 3015 2090 2400 2610 26,83,120 2%x 14 HU2.75/14(Max) 14 2% 13 2y 24-16d 14-1 Odxiy 1680 2015. 3215 3700: 4020 2785 3200 3480 26,120 HGUS2.75/14 12 2% 121 4 66-16d 22-16d 5380: 5380 8645 9030 .9285 6510 6800 6995 160 HU2.75/16(Min) 2% 14Xe 2yx 20-16d 8-10dxiyz 960 1150 2680 3080 3350 2320 1 2670 2900. 26,83,120 2%x 16 HU2.75/16(Max) 14 2% 14X, 2yz 26-16d 14-1Odx1 JS 1680 2015 3485 4005 4355 3015 3470 3770 26,120 HGUS2.75/14 12 2% 12 4 66-16d 22-16d 5380 5380 8645 9030 9285 6510 6800 j 6995 160 HU48 Min 14 39 512y 10-16d 4-10d 605 725 1340 1541} 1675 1160 1335 1365 26,83,120 3y x7y HU48 Max 3 G 2 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 2030 26,120 HGUS46 12 3% 47X. 4 20-16d 8-16d 2325 2325 3940 4535 4930 3410 3920 4260 3,41 HGUS48 3% 71/1, 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 1 6655 6655 i U410 16 3q( 8y, 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1 1850 2010 26,83 HUS410 3 81 2 1 8-16d 8-16d 2160 1 2590 2010 2310 2510 1650 1 1900 2065 1,36,84,122 3y x HU410 Min 3 8 2y14-16d 6-10d 905 1 1085 1875 2155 2345 1625 1870 2030 1 26,83,120 Z 9y 9N HU410 Max 14 3 8y 2y 18-16d 10-10d 1505 1 1810 2410 2775 3015 2090 2400 2610 1 26,120 ! ! HHUS410 3% 9 3 30-16d 10-16d 2855 3430 5190 5900 15900 4385 1 5040 5480 4,38 HGUS48 12 3% 7Y,e 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 3,41 z 1 HGUS410 3'/e 8'Ae 4 46-16d 16-16d 3630 3630 8780 8940 1 8940 7365 7510 7510 U410 16 3g( 8y 1 2 14-16d 6-1Od 890 1065 1860 2140 2330 1610 1850 2010 26,83 HUS412 3 10y 2 10-16d 10-16d 2700 3240 2510 2885 3140 2065 2375 2580 1,36,84,122 3y x HU412 Min 3W 10 2y 16-16d 6-10d 905 1085 2145 i 2465 2680 1855 2135 2320 26.83,120 11y,-11�/ HU412 Max 14 3g( 10�( 2y 22-16d 10-10d 1505 1810 2950 3390 3685 2550 1 2935 3190 26,120 HHUS410 3% I 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 1 5480 4,38 HGUS48 3% 71/ie 4 36-16d 12-16d 3220 3220 6805 7830 7925 5890 6655 6655 HGUS410 12 3e/, 8%, 4 46-16d 16-16d 3630 1 3630 8780 8940 8940 7365 7510 i 7510 3,41 HGUS412 38/ 10% 4 56-16d 20-16d 4055 4055 9155 9155 9155 7690 17690 17690 160 0414 16 3% 10 1 2 1 16-16d 6-1Od 890 1065 2130 2445 1 2660 1840 ! 2115 1 2300 26,83 HU416(Min) 1 39/18 ! 13y, 1 2y 1 20-16d 8-10d 1205 1445 1 2680 3080 13350 2320 2670 1 2900 26.83,120 3Y,x14 HU416 Max) 14 39/, 135/ 2y 26-16d 12-1Od 1810 2015 3485 4005 4355 3015 3470 3770 26,120 HHUS410 31 9 3 30-16d 10-16d 2855 3430 1 5190 5900 5900 4385 5040 5480 4.38 HGUS410 3% 834e 4 46.16d 16-16d ;630 3630 3780 3940 8940 : 7365 7510 7510 3,41 _ HGUS414 12 3% 12& 4 66-16d 22-16d :380 5380 10015110015; 10015i 7890 3185 8380 160 HGU0410-SDS3 3% 8% 4 28-SDS1Ax31 8-SDSVx3 3285 3440 7415 7415 7415 7415 7415 7415 ,1.10d common nails or 16d sinkers(9 gauge x 31/,")may be used 3.Uplift loads based on Douglas Fir have been increased 33%and 60%for earthouake or nstead of the soecified 16d nails at 0.84 of the table load value. vind loading with no further increase allowed.Divide by 1 33 and 1 60 for normal loading 2.16d sinkers j9 gauge x 31/.1 may be used instead of the specified such as in cantilever construction.For SPF.-ise 0.86 x OF/SP Uplift Load. 10d commons with no load reduction. 4.MIN nailing quantity and load values—rill all round holes: MAX nailing quantity and load values—fill all round and triangle holes. CODES:3.a uaoe 8 fir _;ce Ls.n7 Kevr 1-'.art 71 8.8 Z..9.8T h .ETW -e.9— ..8.Z T -.8-8— m xdr TT - f 1VW r 0o o TW8 r TW911 ,5 ! co �'—t N EW8 r D81 _ _ .. 8W8 ZW8 W nor _._ r N N N N x x t IV N N N N N N uN N ,C N N N i t x x t 0 CJ -id3a W71 -iTne -ITaa � - 39nS s.r.t or.t.r -11 ng or71.r. m r �-- _..._ .._._.. r 4 t r o -- _ _ IddLi idda ' t7 i _.. _.._.__ .. __.. 8W8 8W9 ZW8 I co w 1 NI r J ON 'Er C Mu T W8 -� T W 8 °' ;n8i C0co dinFit Z idda - 00 T .« _ �. -- ..8.8 L..9.8T h .ET W .a.9 l.ZT 8.8-- ST..6.ZL i f---.�---,----- --"" �_ 'Y: MANNING BUILDING SUPPLY James Bratcher 1 Oct 20041:58 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version:4.0 Build: 4.0.0.6 Project : D0915.FBD 1824 OCEAN GROVE DR. Mark# : BM1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psiL 3.5", 565 psi 21'9 3/16" „ LOADS Project Design Loads:Floor.•Live=40 psf,Dead=15 psf r Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Uniform(plf) 37 27 100% 0 010" 21'9 3/16" FLOOR LOAD 2 Concentrated(lbs) 2004 1387 100% 0 11'5 3/4" BM2 3 Partial(plf) 37 27 100% 0 11'5 3/4" 21'9 3/16" FLOOR LOAD Uniform(plf) 15 0 0 0 21'9 3/16" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 1598 1909 Min R'n 585 673 DL R'n 585 673 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1780 1 20'3" 21 10640 100% 0.17 M(ft-lbs) 14949 1 11'6" 21 35556 100% 0.42 LtRn(lbs) 1598 0 0'0" 21 6921 100% 0.23 See Note#5 RtRn(lbs) 1909 0 21'9" 21 6921 100% 0.28 See Note#5 rp LLDefl(in.) 0.31 1 10,111, 21 0.73 U849 TLDefl(in.) 0.47 1 10,111, 21 1.09 U556 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are requlred,use Max Rn from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building olflcial should verify the input loads and product application. t S. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. '' 12.For explanation of GROUP change to expanded printout so MANNING BUILDING SUPPLY James Bratcher 1 Oct 2004 1:58 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D0915.FBD 1824 OCEAN GROVE DR. Mark# : BM2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL=LI360 TL= L/240 Composite Action : No 3.5",750 psi 3.5", 750 psi 1314#' LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 01011 13'4" 10'4 11/16 s.c.-F4 Uniform(pif) 15 0 0 0 13-4" Self Weight _ *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(ibs) 1 2 Max R'n 2004 2004 Min R'n 617 617 DL R'n 617 617 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str si 750 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1559 1 1-6- 21 10640 100% 0.15 M(ft-lbs) 6680 1 6'8" 21 35556 100% 0.19 LtRn(lbs) 2004 0 0101. 21 9188 100% 0.22 See Note#5 RtRn(lbs) 2004 0 13'4" 21 9188 100% 0.22 See Note#5 LLDefl(in.) 0.07 1 6-8- 21 0.44 U2308 TLDefl(in) 0.10 1 6'8" 21 0.67 _ U1597 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from'Supports'section above. go 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building offf ctal should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP change to expanded printout. MANNING BUILDING SUPPLY James Bratcher 1 Oct 2004 1:58 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Geor ia-Pacific Corporation Version:4.0 Build:4.0.0.6 Project: D0915.FBD 1824 OCEAN GROVE DR. t Mark# : BM3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 „ Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565si p 3.5", 565 psi 8' 11 1/2" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,•Rook Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carded(psf) 55 40 100% 0 0.0. 8'11 1/2" 11'0"s.c.-F2&F7 2 Uniform(plf) 126 0 100% 0 010" 8'11 1/2" WALL 3 Span Carried(psf) 42 30 125% 0 0.0. 8'11 1/2" 11'0"s.c.(Slope: 1.0/12) -Al Uniform(plf) 15 0 0 0 8'11 1/2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 Max R'n 3018 3018 Min R'n 1294 1294 DL R'n 1294 1294 Min Brg(in.) 1.53 1.53 (Based on bearing stress below] Brg Str(psi) 565 565 ' DESIGN Value Span X Group Allow LDF Ratio V(lbs) 2021 1 7-6- 71 13300 125% 0.15 M(ft-lbs) 6759 1 4-6" 71 44445 125% 0.15 LtRn(lbs) 3018 0 010. 71 6921 100% 0.44 See Note#5 RtRn(lbs) 3018 0 8'11" 71 6921 100% 0.44 See Note#5 LLDefl(in.) 0.03 1 4-6- 71 0.30 U3538 "` TLDefl(in.) 0.05 1 4 6" 71 0.45 U2022 USE. GPLAM 2.0E 1.75x16.00"2 Plies . Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. r 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. & This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP change to expanded printout l am Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page l of l Document ID:ISGT151-Z1004084045 Truss Fabricator: Manning Building Supply Job Identification: D0915A-TOWNHOUSE BUILDING -- 1824 OCEAN GROVE DR. Truss Count: 8 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.04.0805.15. Structural Engineer of Record: Address: _ Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - No Wind _. Notes: Se31_'D e. 10%04/U,04 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design"Lfngineer record, as defined in ANSI/TPI 1-1995 Section 2.2 Arthur R.>?isl+cr Florida License Nyr]bec"687 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. The loads indicated on all referenced girder, trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced"job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded ,by; HCUSR151 No Standard Details 1 11897�-F1 04278001 "10/(4/04, 2 -11898--F2" 44278003 110/04/04 3 118991'=F`3" 04278008 10/04/04 4 _11%0 44 04278Q(14 1e/04104" 5 119011--F5 " 0±1278005 10/04/04" 6 11902 -F6 04278006 10/04/04 1,11 1 7 11903T''-F7 04278007" 10/44/04 8 ' 11904-48 04278002L' 101,,04/04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (l � T O(,�:t, -JS E B JJN G "'14 OC'. ."R O V E � F1 `t Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 120 0.25 10.47 Trusses to be spaced at 16.0" OC maximum. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 3X5= 3X5= T T 1-4-0 1-4-0 }22-8 0 2X4111 3X3= 3X3= 2X4111 11 10-8-11 Over Continuous Support R=73 PLF W=10-8-11 ,,-a11�1i?t"tea Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.04. y;� t f�C IN 1'�2 FL 3 R - Scale =.375" Ft. —WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. 'L : {�' L. T C L L 40.0 PSFREF R 15 1 1189 7 REFFR TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLAIE INSTITUTE. 583(. - 59687 ; D'ONOFRIO OR., SUITE 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMEIEICA, 6300 ENTERPRISE IN, T C D L 10.0 P S F DATE 10/04/04MDI 0I, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERF ORMiNG THESE FUNCTIONS. ONLESS OTHERWISE INOICATED,� T0P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PR OPFRLY ATTACHED RIGID CEILING. TATE OF BC DL 5.0 PSF DRW HCUSR151 04278001 *xIMPORTANT** FURNISH A coev OF THIS o[s1GN To THE INSTALLATION cONIR ACTOR. ALPINE ENc rxFeRFO /` (` HC-ENG T/� /� ALPINE PRODUCTS. INC. SHALL NOT BE RESPUNSIALE TOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE O 0� B C L L O.O P S F E N G RB/AF TRUSS IN CONFORMANCE G. TP[: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING Ot 1R USSES. • �` (T DESIGN CONFORMS WITH AP PLICANLE PROVISIONS OF NDS (NATIONAL DESIGN SPCC, BY AFY.PA) ANO TPI. ALP INF �� ,, T 0 T.L D 5 5 D P S F S E A N 22911 CONNICTOR PLATES ARE MADE OF 20/I8/16GA (W.H/S/K) ASTM A653 GRADE 4O/60 (W, K/H,S) GALV. STEEL. APP I.Y PLA ITS IO IACII FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON IVIS DFSIGN, POSITION PEP. DRAWINGS TH DA 7AIpine En ineered Products, nC. ANV 1NSP"TION OF PLATES IOL LOWED AY (i) SHALL BE PEP ANNE% A3 OF TPII 2002 SCC.3. A SF AL UN THIS /+ LM�,I DRAWING INDICATES ACCEPTANCE OF PROFFSSIONAL ENGINEERING RESPONSIBIIITY SOLELY FOR THE TRUSS CO MPONENI I'``'1 D U R FAC 1.00 F R 011 JB 1950 Marley Dive IIFSIGN SHOWN. THE SUITA6ILTTY AND USE OF IHIS COMPONENI FON ANY BOiI BING IS THE RE SPONSIB It I I OF IHE Haines City,FL 33844 HUILOINe DESIONFR PIR ANSI/TPI I SEC. z. OC 04 X04 SPACING 16.0" JREF- 1SGT151_Z10 FL Certificate of Authorization#567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ([ T011 E B NG 4 OC' ROVE F2" ., Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.25 10.68 Truss must be installed as shown with top chord up. HANGER = SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4-4-6 24" 4-7-5 15" Typ. 3X3= 3X5= 3X3= 1.5X4111 1.5X4111 3X3= 5X5= 0-3-0 -7- 23-9-0 1-4-0 +22 8-0 2X4111 3X3= 3X3= 3X3= 3X5= 1.5X4111 0-3-8 rl 10-11-11 Over 2 Supports R=611 R=594 W-3" ` "a PLT TYP. Wave TPI Design Crit: TPI-1995 STD) /FBC 7.04-�0 � Y•••••1F/ ••'•• Yi FL 3 R Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. ( REFER TO BCSI 1-03 IBUIIBING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 r 'a T C L L 40.0 P S F R E F 8 1 5 1 11898 B'UNUFRTO DR., SUITE 200, MADISON. WI 53719) ANO WT CA (W000 IRUSS COUNCIL OF AMERICA, 6300 ENIERPRISE LN. • / ') MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IBOICATFO, ( o. <<L T C D L 10.0 P S F DATE 10/04/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BO7 TOM CHORD SHALL HAVE A PROPERLY ATI ACHED ( • y`.'Y RIGID CEILING. t;( **IMPORTANT** FURNISH A COPY OF THI1 DESIGN TO THE INSTAIIATION CONTRACTOR. ALPTNF FNC,INEFRED 7 [pF ; BC DL 5.0 PSF DRW HCUSR151 04278003 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVTATIGH FROM THIS UFSIf.N; ANY FAILURE TO OU ILD THE BC LL 0.0 P S F HC-ENG RB/AF ALPINE TRUSS IN CON FORM ANf.E WI TO 1P I; OR FAURI C AT IN G. HANDLING. SHIPPING, INSTALLING 8 RACING OF TRUSSCS. ORiD ..�� DESIGN CONFORMS WITH ALF IICARLF PP OVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFSPAJ AN' 111. ALPINE n YYYY- CONNECTOR PIATFS ARE MAUL OF 2D]18L16GA (W.HES]R) ASTM A653 GRADE 40,60 (W. K/H.S) GALV. STILL. APPLY �� .•• ��• T D T.L D. 5 5.0 P S F S E 0 N- 22961 PLATES To fAC,N FACE OF TRUSS AND. 0NLE5S OIIILRWTSL LOCATFD IN Mils OF SIGN, POSITION PER DRAWINGS 160A ]. EN ANY IN SPECIION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNC% A3 OF 1P11-2002 SEC.3. A SFA1. UN THIS , , , D U R FAC 1.00 F R OI"I J B Alpine Engineered Products, nc. DRAWING INPI(4TF5 ACCEPTANCE OF PRUFESSI0Nn1 LNGINFER,NG RCSPONSIB 11 fIY SOLELV FOR THE TRUSS LUMP ONF TO * � 1950 Marley Dlrive DESIGN SHOWN. IHC SUIT ABILU IY AN USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF TUE 8 i 1 Haines City,FL 33844 DES BUILDING UCSIGNkR PFR ANsi/1P1 1 SEC_ 2. Oct 04 'G4 FL Certificate of Authorization#567 SPACING 2 4.0' J R E F- 1 SGT 151_Z 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. T01': ,V E B - "JING '''14 OC„•,.."ROVE Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.41” DL: 0.16" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Trusses to be spaced at 16.0" OC maximum. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.25 21.68 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 9-10-5 2�� 10-1-6 15" Typ. i3X3= 30= 3X5= 1.5X4(R) = 3X5= 3X3= 3X3= 3X3= 3X3= 3X3= W=3X5= 3X5= 5X5= 0-3-0 T+23-9 0 1-0-8 1-4-0 + + 22-8-0 2X4111 3X6= 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X3= 3X6= 1.5X4111 W=HS2512= 3X3= 1.5X4111 0--3q-8 II 21-11-11 Over 2 Supports R=802 W=7.125" R=801 W=3" -{IIIIf.99 R:Fiat'��; PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 STD FBC 7.0 'r0 �� •IF/ Y' 4 FL 3 R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE 1N FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 SCSI 103 (BUILDINf COMPONENT SAFETY TNFURMATION), PUULISHEO BY iPt (TRUSS PLATE INSTITUTE, 583 C •• •) T C L L 40.0 P S F R E F 8 15 1 11899 D'ONO FR ID DR., SHITE 200, MADISON, WI 53 119) AND WICA (WIT TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, t ') MAOISON, WI 53719) FOR SAfE1Y PRACTICES PRIOR TO PERFORMING THESE fI1NCTTONS. UNI FSS OTHERWISE TNDIf,ATED.[ 0-696 87 '�'T C D L 10.0 P S F DATE 10/04/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ( ` :S RIGID LE ICING. t * C ' BC DL 5.0 PSF DRW HCUSR151 04278008 **IMPORTANT** FURNISH A COPY OF THIS DFSIGN TO THE INSTALLAFION CONTRACTOR. ALPINE ENGINEERED STAT[OF '� ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FDR ANY OTVIAIIII FROM THIS DESIGN; ANY IAILURE IU BUILD III A 1RU55 1N CONf ORM ANCL WI:H TPI: OR FABRIC AI IN G. HANDLING. S'IIPF"G, INSTALLING 8 BRACING OF TRUSSES. �( �.y{fl�`.•. BC LL 0.0 P S F HC -ENG R B/A F DESIGN CO NFDPMS WITH APPLICAHIF PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFRPA) AND TPI. ALPINE n\V CONNECIOR PLATES ARE MADE OF 2O/1B/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K./H,S1 GALV. STF.`L. APPIY • ••••• `, T 0 T.L D. 55.0 P S F SE Q N 24551 i- PLATES TO IACH FALL IT IR USS AN U. UNLESS OTHERWISE LOCAIFD ON THIS DESIGN, POS T T I ON PER DRAWINGS 1611A Z. l 1 INCE] lIleeTCaPCOC�UCi$• rn ANY INSPECT IN OF PIAISS FO I(ID 1) PY (I) SHALL BE PER AT, A3 OF TPI,-2002 SEC.3. A SF AI UN THIS �� / 4 `,t P 1950 MarleyDrive rRsWcn s�munr41Esr4CSCt JFTAF1I tND OUSE OFATHISGco RnaFNIRtnRDANY BIS DINCOISLTHE RESPONSHItITY (IF R"E ��IIIDUR.FAC. 1.00 FROM JB Haines City,FL 33844 Du n GO (1)WE PER Arvsr/rPl I sEc. 2. C 4 04 FL Certificate of Authorization#567 SPACING 16.0" J REF- 1 SGT 151_Z l O (I . ;, T0' `'ISE B °�NG 4 0Ca ,...ROVE. ,. Fc . ., THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 118 0.25 10.10 Truss must be installed as shown with top chord up. HANGER = SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. � 4-0-13 1 24" i 4-3-14 J 15Typ l 3X3= 3X3= 3X5= 3X3= 1.5X4111 1.5X4111 5X5= 0-3-0 T 23-9-0 1-4-0 +22-8-0 2X4111 3X3= 3X3= 3X3= 3X5= 1.5X4111 r 0-3-8 rl 10-4-11 Over 2 Supports �1 R=579 R=561 W-3" -tIII .7Cj h oR••R. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7,O�r 5-• TlffC Y", ,j4 FL 3 R - Scale —.375"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PEA TE INSTITUTE, 583 r • 140 T C L L 40.0 P S F R E F R 1 5 1 11900 D'ONOFRIO DR., SUITE 200, MADISON, WI 55719) ANDRIER To WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. i b .69687 :' L. MOP IC HOROW SfIALL1HAVEOR ITPROPERIY AI TAC HEDSSTR UCTURALPPANOLSIANO TBOSIOMUCHORDNS HALLUNLESS HAVE ATPROPERLYIA OIACHED JL T1. D L 10.0 S F DATE 10/04/04 RIGID CEILING. { 7f STATE OF BC DL 5.0 PSF DRW HCUSR151 04278004 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED } {y�� PRODUCTS. III- SHALL BUT BE RE SPUNSIBLE FDR ANY DEVIATION FROM ,HIS DESIGN: ANY FAILURE IU BUILD THE �`O 1D" : BC LL 0.0 P S F HC-ENG RB/AF ALPINE IN USs IN CON,ORM A NCE WITH 1PI: ON FABNICAl1YG. HANDL IN(i. SIiI PPING. IN5I ALL ING& BRACING OE TRUSSES. DF SIGN CONFORMS WIiH ABEL ICABiE PROVISIONS OF NOS (NATIfIN AI OE SIGN SPEC, BY AFRPA) AND IPI. ALPINE �/}. CONNECTOR PLATES ARE MADE OF 20/TROVISA (S OF NR) ASTM%Al GRADE 40/60 (W, R/H,A GALV. STEEL. APPLY ...... jV �• TOT.LD. 55.0 PSF SEAN- 22964 PLATES TO EACH FACE OF TRUSS ANO, UNLESS OTHERWISE LOC AT CD ON T"" DESIGN, POS ITIGN PFR DRAWINGS 160 A-Z. �T Alpine Engineered Products. ;enw;n�t��ti ��T�SP ��PTHceDOFDPaoFessTntiALLINGIN�RR;�EaFsvoeelaP�;,vDosoiEivSVGR ,ItFTeDssACGaONENi �� l��f�� DUR.FAC. 1.00 FROM JB 1950 Marley Drive DESIGN SHOWN. THE SUIIABIL(TY ANO USE Of TINS COMPONENT FGN ANY BIlli DING IS THE RESPON5:BiL I TY OF THE HainesCity,FL 33844 BUILDING DFSIGNIR PER ANSI/TPI 1 SEC. 2. 04 04 FL Certificate of Authorization#567 SPACING 24.0" JREF- 1SGT151_Z10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUbS MFR. TO! ISE B '' NG 14 OC "ROVE FE' Top chord 42 SP 112 N 12X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 42 SP #2 N Webs 42 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.25 1.50 BC 120 0.25 4.00 Deflection meets L/360 live and L/240 total load. BC 120 1.50 6.50 BC 120 4.00 9.00 Truss must be installed as shown with top chord up. BC 120 6.50 9.56 BC 120 9.00 11.50 BC 120 9.56 11.68 BC 120 11.50 13.17 BC 120 11.68 15.42 BC 120 13.17 17.81 BC 120 15.42 20.31 BC 120 17.81 21.68 BC 120 20.31 21.68 24" 13-3-9 1` 6-8-2 15" Typ. i2X5111 5X5= 5X5= 1.5X4(R) = 5X5= W=3X5 W=3X5= 2X5111 5X5= 5X5= 0-3 0 = � +2390 1-0-8 T1-4- 0 +22-8-0 2X5Ill 5X5= 5X5= W=3X5= W=3X5= 5X5= 5X5= 3X3111 0-3-8 I I 10-1-8 2-0 01 9-6-11 11-8-3 9-10-8 o- -8 21-11-11 Over 2 Supports _1 R=802 W=7.125" R=801 W=3" -011111.1 ,r Note: All Plates Are 4X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.04' f��ay Ya6 FAL 3 R - Scale =.3125" Ft. *R[FE RNTON BCSI TI u03E(BUI LGD 1Nf COMPONENT UIRE EXTREME ARE IN SAFEIY FI NFORMAT IGON),HP UBITSHEO BY SHIPPING. (TRUSS INSTALLING AND INS ITTBRACING. 583 �C i•y �R•S '�� TC LL 40.0 PSF REF R151- 11901 D'ONOFRIO DR.. SUI1E 200, MADISON, WI 53]79) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ElNTERPRTSE LN.� C Q T C D L 10.0 P S F DATE 1 0/0 4/0 4 MADISON. WI 53]19) FOR SAFETY PRAT,FI CES PRIOR TO PERE ORMING THESE FUNCTIONS. UNLESS OTIIE RW ISE INDICATED. Q�A9V�' * ,V. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ^k J f C BC DL 5.0 PSF DRW HCUSR151 04278005 **IMPORTANT-FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEERED STATE Qf ALPINE PRODUCTS, INC. $HALL NOI BE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN: ANY FATI.DRE lU BUILD THE *• ^�, B C L L OO P S F HC-ENG R B/A F TRUSS IN CONFORMANCE WITH TPI; ON FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING HF TRUSSES. O ] ,rty�•�*� DESIGN CONEDRM$ WITH APPIICABIF PROVISIONS OF NDS (NATIONAL DF SIGN SPEC. BY AF&PA) AND TPI. ALPINE f• V� T 0 T.L D. 55.0 P S F S E 0 N- 22931 CONNECTOR PLATES ARE MADE OF 20 18/16GA (W.H/S/K) ASIM A653 GRADE 40/6(1 (H. K/II,Sj 15A(V. STEEI. APPLY �.��. PLATES TO EACH FACE OF IROSS ANT UNLESS DIHFRW ISE LOCATED ON THIS DES I(IN. POST TI.N VCR DRAWINGS 160A-]. • ,, ANY INSPECTION OF PLATES FOLLOWTU BY (I) SHALL BE PEIt ANNEX A3 OF TP11-2(102 SEG.3. A SEAL ON IRIS Alpine Engineered Products, nC. DRAWING ENDIIATFS ACCTP,ANCE 01 PR(F15si.NAL ENGIN EF RING RESPONSIBTITTY SOLELY FDR THF TPUSS COMPONENT ��♦ � D U R.F A C. 1.00 FROM J B 1950 Marley Drive DESIGN SHOWN. THE SuuABu iiY AND USF OE THIS COMP0NEN1 III ANY BUILDING IS 111E RFSPONSIBI1111 OF THE �� 1 Haines City,FL 33844 BUILDING DFSIGNI:N PER ANSI/TPI I SIC. 2. c 4 SPACING 16.0° )REF- 1SGT151_Z10 FL Certificate of Authorization#567 � - .'7 -TO" �' SE B MING „'14 OC' ` ROVE FE ., THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.29 15.06 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. J 6-8-1 24" 6-8-2 15" Typ. 3X3= 3X3= 3X3= 0-3-0 5X5= 3X3= 3X3= 1.5X4111 1.5X4111 3X3= 5X5= 0-3-0 + T23-9-0 1 4-0 1.5X4111 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 1.5X4111 0-3-8 0-3-8 L 2-1-12 I 10-5-11 12-1-12 J 15-4-3 Over 2 Supports R=563 W-3" R=563 W=3" -911i1P j0�►'a R_R.F PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.04. �Z•.' TY">8 FL 3 R - Scale =.375" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. '� � U. REFER TO RCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 �' T C L L 4 0.0 P S F R REF R 1 5 1 11902 ICA R. 30 N IL RICA lNII TOPN OC HORO DS HALLSHAVE PROPERADYIAOINACHEUSS IRUCTURALWPANEL50ANDT80 TSOMOC H00.D OS HALM/HAVE A6PROPERLYRATACHE Ut • O• �87 ; MADISON, WE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED E T C D L 1 0.0 P S F DATE 10/04/04 RIGID CEILING. tAT OF BC DL 5.0 PSF DRW HCUSR151 04278006 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTAIIAIION CONTRACTOR. ALPINE FNGIN ECRCD,,� � • [� (� (` LJ ALPINE PRODUCTS, INC. SHALL NO1 BE RESPONSIBLE FOR ANY DEVIATION FROM TIAs OCSIGN; ANY FAILURE 10 BUILD THE B C L L 0.0 P J F C-ENG RB/AF TRUSS 1N G0 NF 0RM AN f,C WITH TPI; 0R FABRICATING. HANDLINf,. SHIPPING. INSTALLING ft BRACING OF TRUSSES. 1 .• DESIGN CONT ORMS WTIH APPLICABLE PROVlS70N5 OF NOS (NAT;ONAL DESIGN SPEC. EY AF RNA) AND TPI. ALPINE CONNLCIOR PLATES ARE MADE OF 20,18/IFGA (W,II/S/K) ASTM A663 GRADE 40/60 (W. K/H,S) GAT STEEL. APPLY i � �� TOT.LD. 55.0 P S F S E 0 N- 22995 PLATES TO EACH FACE OF TRUSS AND. UNIESS GITERIISE LDC AIEU ON 11115 OF SIGN, POSITION PER DRAWINGS T6OA I. ANY INSPE CTIGN 0T PLATES FOLL OWCD RY (i) SHALL BE PLR ANNEX A3 OF TPIT-2002 SEC.3. A SEAL ON THIS ',0 2eEnizinecrednProducts, nc. DRAWING INDICATES ACCEPTANCE OE PBy (11 10NAt FNGINFFR TNG RESPONS]BILITY SOLELY FOR tHF TRUSS fOMPONENT D U R.FAC 195D Marley Drive UISIGN SHOWN. THE SUIIARIL�TY AND USE OF MIS COMPONENT FOR ANY BUILDING IS lHE RtSPONSIB.1 Y OF lIT OctHaines City,FL 33844 BUILDING,DESIGNtR PER ANSI/TPI I SEC. z. O 04 '04 Certificate of Authorization#sb� SPACING 16.0" JREF- 1SGT151_Z10 FL _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM1IIFU BY Inua�, MIK. TOI "E B NG N'14 OC_ .ROVE Fi Top chord 4x2 SP ##2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP ##2 N Webs 4x2 SP ##3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.25 10.77 Truss must be installed as shown with top chord up. HANGER = SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4-4-13 24" 4-7-14 15" Typ 3X3= 3X3= 3X5= 3X3= 1.5X4111 1.5X4111 5X5= 0-3 0 T —F2390 1-4-0 j22 8 0 2X4111 3X3= 3X3= 3X3= 3X5= 1.5X4111 TT 0-3-8 rl 11-0-11 Over 2 Supports R=615 R=598 W=3" �-sill1jj6,,r . �uRR.Fjd PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.O14.V7yAV 1fJC `x'10 FL 3 - R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BR CSI •' T C L L 4 0.0 P S F R E F R 1 5 1 11903 REFER TO SCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE IN SII IUT E, 583 i -� �- O'ONOFRIO Dft.. SURE 200. MADISON, WI 53]19) AND WT CA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE LN�� : ;A* 696 8T �' �. cr MADISON. WE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED' T C D L l O.O P S F DATE 10/04/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AT TAC HE RIGID CEILING. [OF BC DL 5.0 PSF DRW HCUSR151 04278007 **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ., • (` /` ALPINE VRODliCTS, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION 'UUM THIS DESIGN; ANY FAILURE TO BU1 LD THE •• T 7�a••�� • B C L L O.0 P S F H C-E N G RB/AF TRUSS IN CONFORMANCE WITH IPI: OR FABRIGAIING, HANDLING, SHIPPING, 1NST ALL[NG 8 BRACING OF TRU 55 ES. •- C �1 DESIGN CONFOR FiS WITH PPLICABI.E PROVISIONS OF NDS (NATION AI. DE SI CN SPCC, BY AFSPA) AND TPI. AI PINE /� CQNNECTOR PI RTES ARE MADE QF 20/18/16GA (W H/Sf K) ASTM A6S3 GRADE 40 6C ,W. K/H,$j GAL V. STEEL. APPLY � •••a••_�Ni� �� TOT.L D. 55.0 P S F S E 0 N- 22967 PLATES TO TACH FACE OF TRUSS AND, UNLESS OTHERWISE I.00ATFO ON TH15 OCSiGN. PIISiT ION PLN GRADING., 150, !�_ �Alppinc PLATES FGLIO WED BY (i) SHALL BE PER AN NFX A3 OF IPI1-2001 SECA SEAL ON TH1S E'i1�7I1CCTCd Products, RC. OR AWING INDICATES AGC PIANCC OF PR pITSS ION Al ENGINEERING RESPONSIBILITY SOLELY FON THE TROSS COMPONT I 1 0 D U R.F A C 1.00 F R 0 M U B 1950 Marley Drive DESIGN SPOWN. THE SUITABIL1 Y AND USE 0'r INIS COMPONENT FOR ANY BUO DING IS THE RESP 1%S L1'Y OF LIC Haines City,FL 33844 BUILDING DESIGNER PER ANSI/IPI I SEC. 1. OC.. D4 04 SPACING 24.0 JREF- 1SGT151_Z10 FL Certificate of Authorization#567 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROVE FE F �. .e, 11 ;. —T01 � � .E 8 G � - 4 OC A Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.25 10.56 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 3X5= 3X5= T T 1-4-0 L4 1 1-4-0 22 8-0 A 2X4111 3X3= 3X3= 2X4111 10-9-11 Over Continuous Support R=73 PLF W=10-9-11 Note: All Plates Are 1.5X4 Except As Shown. dot R. c.`4 PLT TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7.O4r. •��•••1f�CAff�•'•. ? FL 3 R Scale =.375" Ft. ""WARNING*"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. t' REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHCD BY TPI (TRUSS PL ATF INSTITUTE, 583 itQ t� T C L L 40.0 P S F R E F 8 1 5 1 11904 O'ON O Fft 10 DR., SUITE 200. MAD[S ON, W[ 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN-( O.1D9vl� `; M ApI SON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING T11E SE FUNCTIONS. UNLESS OTHERWISE INOTCAT ED, vY • e T C D L 1 0.0 P S F DATE 10/04/04 TOP CHORD SHALL HAVE PROPERLY RLY ATTACHED STRUCTURAL PANELS AND H017DM CH DflD SHALL HAVE A PROPER NLY Al TA CO RIGID CEILING. 7Q C BC DL 5.0 PSF DRW HCUSR151 04278002 **IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPINE FNGTNEFRED , •' O` PNODUCIS. INC. SHALL NOt BE RESPONSIBLE FpR ANY DEVIATION FROM lHis DESIGN; ANY FAILIIRF TO BUILD THE `(� (� (` LJ/� ALPINE TRUSS 1N CONFORMANCE WITH TPI: OR fhBRICA TIN 6, HANDLING, SNIPPING. ]NSTALL LNG& BRACING 11F IRBSSE S. ��••• Rky� •�• � B C L L 0.0 PSF Illi-ENG RB/AF DES1f.N CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. Al PINE INE ��/� CONNECTOR PLATES ARE F'I.ADE SS 2Oj IB;1USA 'G.' S/') r:S;M A651 GRAD[ 4.11" (W, K/11,5) GALV. STEfI. APPLY � �..� `� TOT I D CC-0 II CF SC(1N 22(Y40 Pi RTES 111 CA,H TACE [�( TRU55 AND, UNLESS OTHIIWI I LOCAIFD ON IVIS L, SIGN. POSITION PCR DRAWTNf,S 160A T fnrR_ L J.J !".J LV 7 Alpine Engineered Products, nC. ANY INSPFCTI IN OF PLATES FOLLOWED BY (-) SHALT BE PER ANNEX A3 OF IP11-2002 SEC.3. A SEA, ON IBIS �� 1950 Marley Drive DRAWING INDICATES AC FPTANCF QF PROFESSIONAL ENCINFER NG RLSPONSIBILII1 11 F, TO THL TPUSS COMPONENT P D O R,FAC. 1.00 FROM JB Y ULSIGI Sh10 WN. IIIC SU IABILIIY AND USF OF THIS COMVUNENI FOR ANY BUI�UING IS THE PESPnN SIBI L IIY Of INE Haines City,FL 33844 a"i C.'ING QESIGNER PLR N 11TP1 1 s1C. t. Oct 04 04 FL certificate o Authorization#567 1 SPACING 16.0" J R E F- 1 SGT 151 Z 10 CITY OF `o 78 y 4&"4.0 Bim-A; Office of Building Official REQUEST FOR INSPECTION 1- fig -off 33 �.,� Date Permit No. Time ReceivedVC211 l r✓� Job Addres.5 rocality C �— Owner's II� # Name Contractor BUILDING CONCRETE ELECTRICALPLUMBIN MECHANICAL Framing ❑ Footing ❑ Rough Wiring D Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulatio ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab �► / READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made �\F�\O P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date FJ/ f CITY OF % - Office of Building Official REQUEST FOR INSPECTION Date 2- —_ Permit No. Time /�r / )� A.M Received _ / / _P.M. Job Ad est Locality Owner's Name ___«—_Contractor BUILDING CONCRETE ELECTRICAL M XANICAL Framing Footing Rough Wiring Air Cond. & Re Roofing SlaL Temp Pole Top Out Heating Insulation Lintel Final Sewer _ Fire Place _ Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. Thurs. Friday___ _P.M. A.M. inspection Mads ---- � � a? Inspection _ inspector _ _ -- - _ _-- -- Certificate of ecupa cy (.'. Dale — — -----------