The URL can be used to link to this page

Permits Folder 2221 Alicia LanePERMIT WORf~SHEET Job Address: Property owner: Contractor: Permit #: Building Inspections: Phone # Phone # Date Issued: 1~AA~• 3$2• X905 2~} 2. 3~2 9 f 1~ v Tree Permit # YES NO Electrical Permit # Date /Copy to JEA Temp, Pole Permit # Date /Copy to JEA Temp. Power Letter Received: YES NO inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit # lnspections: Rough .Final C Plumbing Permit # Inspections: Rough I Underslab Water /Sewer Drainage Inspection: [~ ~~ Pool Permit # lnspections: Steel Grounding Roofing Permit # lnspections: Nailing /Sheathing Fire Inspection: Faited lnspections: Certificate of Occupancy Type Work: 222) ALICIA LA~ti YouR NAN~~VM~N a y . ~ $0106 Footing Slab Tie Beam Lintel Nailing /Sheathing Framing /Cover Up Insulation Final Building Topout Fina{ Final Final Final Date Paid: Date Paid: t 8 ry O~\~\ ~~~ .~~~:~~~ ~~~ l f~ ~~~ ___~~'TN ~ PERMIT NUMBER f ~~ ~~ ~ - ?"vSPL'CTIONS: FOOTING 1 ~~~~~" r UNDER SLAB PLtJMBING ~~~ SLAB //- ~ ^~l `?~ FRAMING ~ ~ .2~ ~! -5 COVER-UP ~ ~ ~ ~~ INSULATION -,~ r-3 ~" FINAL BUILDING '7`- ~"~J~ CERTIFICATE OF OCCUPANCY ~- ~~ 95 ~_E^TRICAL PERMIT # / ~~ ~ ~ ®~ ~`~~~ '_'ISFL'rTIOriS ROUGH ~~ ~z ~" ~~~ FINAL ~ ~~ ~~ Q~~ '~E'_'??ANICAL PERMIT # ` ~ ~~-' ! ~~ ~r ~'¢-S ,l FLUMBIN~:~ PERMIT # ~~~ .. r., E i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028906 Date 9/15/04 Property Address 2221 ALICIA LN Tenant nbr, name SINGLE LEVEL DECK Application description DECKjPATIO Property Zoning TO BE UPDATED Application valuation 38500 Owner Contractor ------------------------ ------------------------ BRADY, KYLE & KRISTIN YOUR HANDY MAN 221 ALICIA LANE 1089-6 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 242-3002 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 225.00 Plan Check Fee 112.50 Issue Date Valuation 38500 Fee summary Charged ----------------- ---------- Permit Fee Total 225.00 Plan Check Total 112.50 Grand Total 337.50 Paid Credited Due ---------- ---------- ---------- 225.00 .00 .00 112.50 .00 .00 337.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. _~ BUIL G OFFICIAL ~3 r f~,~ CITY OF ATLANTIC BEACH " I'' - BUILDING PERMIT APPLICATION Y J ~' ~~ (Alterations & Additions) Date: ~.,, ~ c~ y. Job Address: ~ x-2-1 ~ ~. t c i r~ I ~,A N~ ~-•l-~..~,v~ r c~~e.~c~ ~ ~ . 3 'L Z-3 3 Owner of Property: ~~, u 1 ~ ~ ~ ~ t s{ i ~v ~ r~ ~ ~ Address: 2 Z 1 (~~ t c - ;g. 1.,,ot,n~J (a..~,~ ,~ E c~~~~ ~ (~ 3 Zz33 Telephone: 3 ~ Z -(oR o ~ Legal Description: Bloc-k~ Number: Lot Number: 2 ~ Zoning District: ~ v w.~ Contractor: ~~~c,~ -~~`owr~ o,~s~r a con, X c _ State License Number: C Q G C~ s~, g y Contractor Address: i z Z 3 .,S ,g~ M i ~e 5~ ~ ~~- ~ s~w4: ~ ~ ~~.1r• ~ l . 3 zz 3 3 Telephone: a O +-~ - Z'3 ~ - ~ (dlo Z Fax: Describe proposed use and work to be-done: C~ ,y sin ~c~, o ~, ~,a s ~ +~ara 1 e ~ c~ e l cal cc,~ Present use of land or building(s): ~ ~ ,vc~t ~ ~ ~•t i ~ u r P ~ t cj ,~ - A 1 Valuation of proposed construction: ~- 3 S , S`C1 Q What are the dimensions of the added space: ~, s feet x '-6 t7 feet Will the added area be heated and cooled? IV a New electrical or increase in service? /(~ O Add plumbing fixtures? iy y Add fireplace? J?i r> Add heating/air conditioning? A/ ~ 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 addition of 5% or more to the original impervious area or the removal of any trees? [~'NO. Applicant certifies that no change in site grade, impervious area 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. ~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 aaorooriate. 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 904-247-582b. In order to correctly verify zoning designation, pj~ase have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post=cvnsuuction topographical survey or grading plan is required. (If not required, written verification must be provided with this appFieation.) 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 Pemut 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 $00 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (9114) 247-5800 • Fag: (904) Z47-StWS • http://www.ci.atlantic-beach.fl.us In addition to construction and engineering detail, plans must contain tli~ following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a cleaz and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Lapervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that ail information Signature of owner: with this application is correct. s ai-~ I hereby certify that I have read 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 permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws 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 ~iat the plans and supporting data have been or shall be provided as required. Signature of Contractor: ~~dZ 3~Q 7 Address and contact information of person to receive all correspondence regazding this application (please print). Name: ~ t ~ t ~ ~ *o~.ti ~A n1 ~ t~L~ i v ~ 1 N ~ Mailing Address: 1 ZZ ~ ,3',l~s rrt 1 w ~ S L ., i~f ~,4.v~t ~ ~~c~ ~l. , 3 ZZ3 3 Telephone: ~o~-Z3~-~ CPfoZ. Fax: AS TO OWNER: E-Mail: Sworn to and subscribed before me this ~~_ day of ~gvST , 20 0~. State of Florida, County of Duval ,~i~,- ROBY ER ' ~MIE *; ,r MY COMMISSION # DD 310650 ~'a EXPIRES: April 30 2008 ~;~ of ~t;cd;; Bonded Thru Notary Public Underwriters Notary's Signature: Kc~~- , Q~ Personally known ^ Produced identification Type of identification produced AS TO CONTRACTOR: +~ n -~, Sworn to and subscribed before me this y~~'~ day of /'[~~'f , 20 0~ . State of Florida, County of Duval ~~ ~~ Notary's Signature: ~~Ci~•4.'~ ~• ,; ROBERT D. (iAMMIE ~: .,~ MY COMMISSION # DD 310650 Personally known ~~• ~' EXPIRES: April 30, 2006 ^ Produced identification ~;q~,n~ sonded mm Notary Pudre underwriters Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Faz: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 ~'lih1. REi'U~tM ~ION~ ~~~.¢~ 01 QI n6 O N ,•~ 0 0 04 C Book: 1240171772 Pa e: 1060 Filed 8 Recorded - 08J~3/2004 49:49:36 AM JIM FULLER NOTICE OF COMMENCEMENTCLERK CIRCUIT COIDtT DUVAL COUNTY REGDRDING 3 5.00 State of r=~xa2r c~ el Tax Folio NoTRUST FtDtD t 1.04 County of ~ u y .4 1. To Whom It May Concern: The undersigned hereby informs you that improvements wiU be made to certain real property,-and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: L o f 1 Z ~_~ ~a u y ~ u ~I, P S e A Address of property being improved: ~. z 2 1 ,~-# t c ~ ~ L a rue /1 d.-1~-! ~ ~ 3ev ~I~. ~ t . 3 ZZ 33 General description of improvements: ec~ a, s s a ~t-r ~v ti, 6,~ S,'ro ~. ~~, ~.~ v ~ u., y ~~ ~c Owner: I~, i{ 4 ~ ~ 1~ ~~~ 5 t i >v 3 ~ ~ Y Address: 22Z 1 tit ; c ~ ,~ Lav e /Z t;-l~ ~ c ~ ea~..L. ~ t - 3 ZZ 33 Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner}: Name: Address: Contractor: {- c r•o w ~ ~ rz v -~ ~ ' .o ~ ,v c .~' Address: i 'Z Z ~ ~~s wt ~ .v ~ 5 ~ , ~ t l ,cs n.~ t c e~~.. iL 1 • ~ 2Z 33 Phane No: Ct o 4- - Z.3 ~- - 4 b fa Z Fax No: Surety (if any): Address: /1/ Amount of Bond $ Phone No: Fax No: Name and address of aay person making a loan for the construction of the improvements. Name: ~~ Address: Phone No: Fax No: Name of person within the State of Florida, other th an himself, designated by owner upon whom. notices or other documents maybe served: Name: / Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's.Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option). Name: Address: ~" //~ Phone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (i) yeaz from the date of recoFding unless a different date is specified): THIS ~ ~~ ER'S USE ONLY OWNER ~r~,~ pies-~A~-"~ 36 ~ Signed: Date: 1 ~ R~09: Before me th day of in the Coun FT< 08/23a~~~4 '( ofD a1, tateo F i asp~rsollallyappeared k e 3 4`l~R~ GIt~IT ; 5,ed ~~Ja~ ~ - ~ l Du Notary Public at Lazge, Statgg of Florida, County of Duval. ,I~~ E~10 My commission expire : r1Q+-i l 3t~ ~~~ Personally Known: or Produced Identification: ,..,.Y ~~.., =,: ;,;. MY COMMISSION # DD 310650 ~~. EXPIRES: Apri130, 2008 ~'~ Bf~~t4~` Barded Thru Notary Public Unden~Kers NG'TE: THIS AUTHORIZATION ~E,w``4P.°tta~oWFx `;~ STATE OF FLORIDA Mop x^' ~ DEPARTMENT OF ENVIRONMENTAL PROTECTION t`5 DIFFERENT FROM THE `~a~ "`~ ,l ~ ~' o 'a° :>'' ~ Division of Water Resource Management ~;. ORIGINAL REQUEST. SEE '~ ~~ ~:~~- Bureau of Beaches and Coastal Systems fL~Rl15~A ~ 3900 Commonwealth B{vd. -Mail Station 300 SPECIAL PERMIT CONDITIONS. Tallahassee, Florida 32399-3000 ($50) 487-4475 PERMIT NUMBER: DU-345 PERMITTEE Kyle and Kristin Brady c/o Mitch Brawn Construction, Inc. 1223 Jasmine Street Atlantic Beach, Florida 32233 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on March 11, 2044, and was determined to be complete pursuant to rule on March 11, 2004. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.007(6), Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve ar deny pursuant to Delegation of Authority, DEP Directive 137, effective June 21, 2001. Based on the foregoing considerations, the designee approves the application; authorizes construction ~ and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standazd Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: June 2, 2005 LOCATION: Between approximately 20 feet north and 40 feet south of the Department of Environmental Protection's reference monument R-41, in Duval County. Project Address: 2221 Alicia Lane, Atlantic Beach. PERMITTEE: Kyle and Kristin Brady PERMIT NUMBER: DU-345 PAGE 2 PROTECT DESCRIPTION: Seaward Deck Addition 1. Location relative to control line: See Special Permit Condition 2. 2. Exterior dimensions: Approximately 20 feet in the shore-normal direction by 47 feet in the shore-parallel direction. 3. Type of foundation: Post supported wood frame. SPECIAL PERMIT CONDITIONS: 1. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. 2. Prior to issuance of the notice to proceed, the permittee shall submit two copies of final site plans showing the locations and dimensions of all existing and proposed structures and those items required by Rule 62B-33.008(4)(k), Florida Administrative Code. The seawardmost pile shall be located a. m.aximurn distance of IS,feet seaward of the control line, with the cantilevered wood decking extending no further seaward than the seawardmost distance ~f the on-grade paving of the patio located immediately north of the subject property. 3. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Coastal Systems to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Please call Ms. Bobbie Nelson at (877)332-4307 for an appointment. 4. Prior to commencement of construction activity authorized by this permit, a rigid construction fence shall be erected at the discretion of the field engineer along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing vegetation located on the site. PERMITTEE: Kyle and Kristin Brady PERMIT NUMBER: DU-345 PAGE 3 5. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 6. Prior to completion of construction activities authorized by this permit, the permittee shall plant a mix of a minimum of three native salt-tolerant species within any disturbed areas seaward of the authorized structures. Such plantings shall consist of salt-tolerant woody shrub or palmetto species indigenous to the native plant communities existing on or near the site or with other native species approved by the Department. Sad composed of non-native grasses is not authorized seaward of a major structure or decks. Plantings in other areas of the project site shall not include invasive nuisance plant species such as listed in the Florida Exotic Pest Plant Council's May 2003 List of Invasive Species Category I and II. 7. No permanent exterior structural or landscaping lighting is authorized. Approved plans are incorporated into,,th~is permit by reference. Done and ordered this~~~ day of ~`~ ~'-- 2004, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT FILED, on this date, pursuant to S 120.52 Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. eputy Clerk ate State of Florida D,e~rtment of Protection .~. ony cN .E Prog m dmi ' trator Bu u of Beaches and Coastal Systems Cc: .irL~,;.IJI CITY OF ATLANTIC BEACH D. Ford .`' `~ ` ~~ BUILDING /ZONING DEPARTMENT ~. Doerr r ~' :# ^~ ~ 800 Seminole Road U v Atlantic Beach, Florida 32233 ,::_ r- ~~ (904) 247-5800 - _._ _. `~ ~ ~s31~` (904) 247-5845 Fa<r _° ~ ~ ~ ,,H PLAN REVIEW COMMENTS ~~~ ~ ~~~~ L c _,--~ ;,,; Permit Application # d~- 2 ~~ U~ ~ ~- ,, _ __. _.. Property Address: 22 Z( q L,~ G f A ~~' Applicant: Project: ~to•~C-~ L~ L~J~t_ ~~ECf ~- This mit application has been: Approved f ~ ~'d '~ ;,, ~; ,~~ .. Er x; ,, ~ Reviewed and the following items net~~ ~_.a~. _-~~ ~~ ~~ oV'~{/ ' " V i ~ i` ~~/ c~ ~ ~ i ~ '.t a 'fi'r ` ~ ~^'..-... ~ ~~ ^~~ -L l1~r ~ L ~~ ~ ~ ~'` N- - ~ ~. 7 ~ ~ ~L~'-C ~ ~ ~ Please re-submit your application when these items have been completed. Reviewed By: {~ , Date: ~ ~ ~~~~°Y ~<< ~• . ~.L~ rS ' 1`~s>>~ r}_~ ~ ,_ - --~ ~~.,~~ -- CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATIOl`,t r :! _ ! (Alterations & Additions) i i Date: ~ „ d 4 Job Address: 2 2~ 1 _..w ~,-~ ~ c i~~/~ ~.f~%ru~ ~~ ~N~E c~~e.~c~ ~~ . '3 Z~-3 3 Owner of Property: ~~, c~ ~ ~ +'~ t s'~ I N ~ r21a c~ ~ Address: 2 ~ i ~-~ c c - ;~ ~-.4.+~~ ~~~ ~ E c~e.~~., ~ t . 3 2233 Telephone: 3 ~ Z -6R o ~ Legal Description: Block Number: _ Lot N~u¢mbve~r: 2 J Zoning District:. ~ v v ~ ~ Contractor: ~ ~ ,~ `7row.xJ o vu inw _~ c - State License Number: C Q G G s~ ~g S ~ Contractor Address: 1 ~Z Z 3 ..S ~ o,~ M i Ne ~~ ~ ~~ ~ ~ n.~: c ~ a4c~. T l . 3 zz 3 3 Telephone: c(p ~ - Z 3 ~ - ~ ~ /o Z Fax: 2~4 Z - ~p 3 Describe proposed use and work to be done: Cg, ry s~~2 uck ~ o iv ~a s c nxA ~ e I e~ ~~ c~ c ~ Present use of land or building(s): ~ ~ Ng \ ~ ~ .ti M ; ~ w r ~ ~ t c~ ~ ~ - ~a. ~ Valuation of proposed construction: `lr 3 $~ 5 00 ~ _ What are the dimensions of the added space: s feet x '-b c7 feet Will the added area be heated and cooled? /t~ a New electrical or increase in service? ti d Add plumbing fixtures? iv y Add fireplace? vy a Add heating/air conditioning? iy o Is approval of Homeowner's Association or other private entity required? N p If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? [~]-'NO, Applicant certifies that no change in site grade, impervious area 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. ~'1~. Applicant certifies #hat 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 anoropriste. 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 o"rder to con~ectly verify zoning designation, p~gase have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or posy-ce~aa~uctioa topographical survey or grading plan is. required. (If not required, written verification must be provided with this a¢~eation.) 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 Depardment, 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 Telephone: (904) 247-5800 • Faa: (904) 247-St345 - http:!/www.ci.atlantic-beach.fl,us In addition to construction and engineering detail, plans must contain tt11r following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I . Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Lnpervious Surface. 6. Ocher information as may be appropriate for individual applications. I hereby certify that all information Signature of owner: Date: ~f~~ ~ ~ / I hereby certify that I have read 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 permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws 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 ghat the plans and supporting data have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all correspondence regazding this application (please print). Name: 1 1 ~ ~ ~ ~ ~1 j tvw.~ Coo N,~R-~~ ~ a.y S ~• ~- Mailing Address: 1 ZZ ~ ~'/~s rk i w e S L ~ ~f. ~~4c.y'tt c.. ~?.~c~ ~=l , 3 Zz3 3 Telephone: ~ 0 4. - Z 3 ~ - `4 (P fo Z. Fax: E-Mail: AS TO OWNER: 1 Sworn to and subscribed before me this Z ~ _ day of ~g115T , 20~. State of Florida, County of Duval ~~ ROBERT D. GAMMIE .: ,r_ MY COMMISSION # DD 310650 ~'a EXPIRES: April 30 2008 '%~,$f ~~~~` Bonded ThN Notary Publ~ Undenvr~ers AS TO CONTRACTOR: Notary's Signature: - [~!f ~ Personally known ^ Produced identification Type of identification produced Sworn to and subscribed before me this ~3''~ day of /T~~JI , 20 ~ ~ . State of Florida, County of Duval st'n' ;: ROBERT D. (iAMMIE f*: .. MY COMMISSION # DD 310650 ~~= EXPIRES: April 30 2008 ~'4'.A,t;~*y Banded ThN Notary Pudgy UnderWdters Notary's Signature: ~~~ ~- personally known ^ Produced identification Type of identification produced _ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fag: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us with this application is correct. Page 3 Revised 8/04 D ®~~ § 6-24 ATLANTIC BEACH CODE °` ~iX - ~~'' use ' Sec. 6-24. Same-Nonhabitable major structures; residential dune crossover struc- t~res. (a) Nonhabitable major structures need not meet the specific structural requirements of section 6-23, except that they shall be designed to produce the minimum adverse impact on the beach and dune system and shall comply with the applicable standards of construction found elsewhere in this code. All sewage treatment and public water supply systems shall be flood-proofed to prevent infiltration of surface water anticipated under design storm condi- tions. Underground utilities, excluding pad transformers and vaults, shall. be floodproofed to prevent infiltration of surface water expected under design storm conditions or shall otherwise be designed to function when submerged under such storm conditions. Sec. 6-25. Same-Minor structures. Minor structures need not meet the specific structural requirements of section 6-23 except they shall be designed to produce the minimum adverse impact on the beach and dune system and shall comply with the applicable standards of construction found elsewhere in this Code. (Ord. No. 25-86-17, § 1, 2-24-86) Sec. 6-26. Same-Location. Construction, except for elevated walkways, lifeguard support stands, piers, beach access ramps, gazebos, and coastal or shore protection structures, shall ~ be located a sufficient distance landward of the beach to permit natural shoreline fluctuations and to preserve dune stability. Construction, including excavation, may occur to the extent that the natural storm buffering and protection capability of the dune is not diminished. (Ord. No. 25-86-17, § 1, 2-24-86) Sec. 6-27. Same-Public access. Where the public has established an accessway through private lands to lands seaward of mean high tide or water line by prescription, prescriptive easement, or any other legal means, development or construction shall not interfere with such right of access unless a comparable alternative accessway is provided. The developer shall have the right to improve, consolidate, or relocate such public accessways so-long as they are: (1) Of substantially similar quality and convenience to the public; (2) Approved by the local government; and ~^ Sapp. No. 18 412 (Qrs~ 1~To; :25.85 1'~,. §. ?l 224 86; ~{)rd. I~To'25~96.29;:=9-2,3 9:6:) . ~ u N E B~.A~H 5TEPS A~RJ TO OCEAN 2X TREADS. •X12 .STRINGS 2X6 DECK H0T DIPPED WASHERS 2X8 JOIST (2) 2X8 SUPPORT 0FA-~ 4X4 SUPPORT POST ~u L ~ 7'-~ ~ ~~CT'~N TYP~~AL ~" = ~.~o" S C A L E 1 BEACH STORM PROFILERECESSION) (MAXIMUM EXPECTED B~CH SLOE NOTE~PIA o~ M IMU~ R~~CN RECESSION ~~ i~ L~~v~~ wA 2X8 SUPPORT 8~S 4X4 SUPPORT P05~ 2X8 JO15T 't" ....- ....-~'X8 J01ST ~ ~~~ I C A~ P Lp,N SCALE 1 j 4 20~ RAMP SLOPE NOTES ~ TO BE ALL LUMBER TED PRESSURE TREA TO BE ALL CONNECT1r0,pNL p,NIZED OR aA1NLOSS STEEL. 4X4 MAX. SUPPORT POSTS SUPPORT g~1AS 2X j 0 Mme. STAIR STRINGERS ZX 12 Jp1ST5 ZX 12 M~'MAX. DECKING Z" THICK SUPPORT POST SCaNC ~E. gE ENCASED IN 2X6 pECKIN~ CITY OF ATLAl` 5 ~,~ ~ ~ d BUILDING / ZONING 800 Seminole ~~ ~~ ~~r- Atlantic Beach, Flc ~ ~ -- (904) 247-5 (904)247-~84 ~~ ~~ ~v Ifni '~~,- __ __ 1,-t ~~...~ _ _ ~3 ~~ PLAN REVIEW ~ PermitApplication# Off" 2g°~(~~ Property Address: ( L I C Applicant: Project: I ~t,~~ ~..~ ~ EIJEl_ ~_CfC,,. This permit application has been: ^ Approved ,~,~ _,; ~ Reviewed and the following items need attention: .~. Please re-submit your application when these items have been completed. Reviewed By: `-~ ~ Date: Q Gj~yf 'a~ - i G ~ ~' iRb +5.~ ` C.- 1 s ~ `~ ;~ ,~~ ~. ~'q w40~ ~~ ~, d ~,.1~ ~~~~ ~~~ ~~ ~r ~:~: I, l ~~,`~ ~„ ~ w N w ~ w ~ .- ~ ~ Z Z. ~~ II 12.5 ~ a"asv ~'1.~ d:2' PALM S BAY~N~J`~ L~- ((~~ ~ e ua A 011~71MN ~. ti.,J13 G~AII~-+ ~ 1g,1 MACNOUA sXwoBD FENCE ,1h__,_., BRICK ~ ` Ct 17.1' n m . e S1EP +f~1N ~~ ~ V ~ 48,_54' _ _~ -~ ea~ac t P M1H ALCai~~. 1aS 'r J ~~ 3~ THREE srORY o ~ `" ~ - STUCCO o v ~ RESIDENCE No. 221 ~~ m ~ =o ofo ~ CONCREtE COLERED.CONCRc1E A/C PAD ~ PORCH W/ LINNi: ,. SPACE BELOW 1 i L 0 T 11 ~,....~...~.,..__. J 6' W000 FENCE 8Y ~-A) ~ COFI1R01- UNE~ ,~E~Fn- cau-~NS c~SjRUCn~ -- COASTA!- ~---""' S 03'48'40 S 04'20'21' E 1000.41 ~S 02'52 5S E $15.8 ' coNlRat. LaaE As ... • • ~ ...,~ - • COASTAL C~ RECORDED 1N PLAT. BOOK C, PAGES 72 - 7 'Z ~o.rxo.r coNC~E . : j° COLUMN, (TYPICAL) v .~ - `s' wood FENCE .~~ ,.BETMfEEN COLUMNS ~v _ d1 L'J FOUND DNR MONUMENT NO. 72-81-A16 wALL, ~ stEPs r1, - ~ n~ ! 5 ~~ ~ MER ! ~ v , I ' I I ~'( R -t /2" IRON pISK. ~O CAP _ _ . - - - 7.5' .IEA FOUND I/2' IRON _ _ - _---o PIPE, LS 4707 _ FO~NO I2' IRON EASE-AENT -` ~ 1 _c _ 52.5 pfPE. No. 25,x. ~~, 41 ` Pt~T? 5 08'5 ~~ ~ EZ ~~)~ IA1L~dc S 08'32 55 u`! N 06'41'18" W 36.00' (FIELD; N 06'29'37" W 35.86' ;PLAT) CHORD=N 06'31':23" W DISTANCE=35.86` RADIUS=500.00' ARC=35.87' DELTA=04'06'35_ " A L '1 L ~ ~ ' wAY tPA~O) 40' RIGHT OF N 08'34'07' W (FlEID) N OS'32'55p W 16.53' (PLAT) N 08'34'41 " W 16'53' THIS SURVEY WAS KYLE AND KRISTI I q N E `-1 = ~ , DON ':_ 6~~.~ t~ _ ~oRiuA ue ~,~RV~ FLORIDA LlC. SURVEYING :YORS, inc. 15D0 R08EEZTS DRIVE 'JACKSONVILLE BEACH, FLORIDA 241-8550 pAT~ !l ~i~° { ~` k ~ ~k: s=. C t ,. ~ ~,, ,y~,_ ~. 't~;~ ~ ` ya~ .. ~ ~ i ~~ _ ~ r e. r.Ur ~ q ~~s 3 ~- ' , ~,~ x t _ ,~y f. _ ~ t* ~ ~ a ~ ~ ~ '~ ~ ~ 1 ~ FRS 3~~~~tl .A Y~yys. si ~p~~ ~i.i, ~~, 4 y j}. ~x ,~, i'A r k ~ ,. a '~"' `t m ~ $ of ? '. ~ h'~3 '~' qty ,~~ ~~ -. + !~ ~ ,: • 5~ In v ~ _ F' ~~ i '+C ; ~. ,~ ~d ~, t - ~~ ' +~ y ~ ~ t ~. ,, •{ ~ , k ,~,; ' •; r~ W r.,~~, - ~" ~+ ~ _ ~ ~~,iqi ~r x > c. _ ,~h~'S=..- rye ., ir. ~ ~f' .F ~ ~~~'' ~~ s t ~ ,' c :, r' a E f! ; ~' a ?R , fX ~. fM*t .~. ~~. ~.. ~, ; r 4- k , .~ ~_ ¢~ j ~a i~ a +~i P ::F 4 .. t~^'. `t, ~; i s , 1 ~.e CITY OF ATLANTIC BEACH BUILDING i ZONING DEPARTMENT 800 Seminole Road Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # ~~ ~ zg °I C~ ~Q Property Address: Applicant: L t G! Cc: . Doerr Project: ~~ ~G i,_~ ~,. EI~L ~.cc~ This permit application has been: ^ Approved ~ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: `-~ Date: Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING !ZONING DEPARTMENT 800 Seminole Road .Doerr Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # (~ ~-~ 2 ~~ (>~ G~ 1 Property Address: Z2 2 ~ ~ [~l C-t A ~~ Applicant: Project: ~ o~ C l._.~ LE]J ~t__ j~EU C- This permit application has been: ^ Approved ~ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed Byi ~-~- Date: g ~23~oC o- ~F 6.,,:- Jeb Bush Governor Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 March 22, 2004 TO WHOM IT MAY CONCERN Request for Public Comment File Number: DU-345 Applicant: Kyle and Kristin Brady Colleen M. Castille Secretary You are hereby notified that the Department of Environmental Protection is considering the referenced application for a coastal construction control line permit, pursuant to Section 161.053, Florida Statutes, for the construction of a seaward deck. A copy of the plans is enclosed. The proposed project is located approximately 20 feet north to 40 feet south of the Department of Environmental Protection's reference monument R-41, in Duval County, and is within the local jurisdiction of the City of Atlantic Beach. Project address: 2221 Alicia Lane, Atlantic Beach. This public comment notice is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of: (1) The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system. (3) The expected impact of the proposed construction to adjacent properties. (4) The expected impact of the proposed construction on lateral public beach access. (5) Appropriate siting of the proposed construction with respect to local setback, zoning restrictions, and maximum usage of upland portions of the property. (6) The expected impact of the proposed constr>.ICtion on nesting sea turtles and hatchlings and their habitat. Comments should be submitted within ten (10) calendar days after the date of this notice to Fritz Wettstein, Environmental Manager, the Florida Department of Environmental Protection, Bureau of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 300, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Bureau of Beaches and Wetland Resources at 5050 West Tennessee Street, Building B, Tallahassee, Florida. FW/Jg Enclosure "More Protect+on, Less Process" Printed on recycled paper. ~, y f~ ~~ t;, ~1 `~ ~~ __ ~ c ~ ~ ~, l~ ~ /. ,• is ~ ,~ NecJ Sv~rre pF' ~ ! ~• / cn y f ~, ::4A~~.4- („ tOiv ST12iJCtl ~ t1 f ~ ~ ' r °. j ~ ",. 1 o UQ ~ L L.fNG' ~ i ~ / N W ` t 'ti i '!, w a~' ~ 2bj N •es~•t3 G~9'aPATU~' f'~""~T~Yt~l~ ~ ~ 1 N ~~s-~- ~_ _ u~ ..~----.. __--v_. V ~r- L~ ~N ~L 1 L ~~,~°~ rt~~'Tr .pp~ ~~ ~ t ` ~ l A ~ c.. 1 t~k I G S t 1 _S ~/ ~~'~ ,; ~;~~s. ~::.. a/ Y' <. ~, ~ S; ;~ ' 4 i t.~~ ~ 's3~.. ~~v its J~11~~-( ~~~~ -~ 4.~t-,.. ~ .,,~,1 e n,i ~( Vii` 4.. M3 ~ z ~. :. ~. ~ ~~ ,~ ,: 4 -____-- ,+ ~-.~ ~µ,, #. ~~ CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5845 http://ci.atlantic-beach.fl.us January 20, 2004 TO WHOM IT MAY CONCERN Re: Zoning and Land Use verification for 2221 Alicia Lane within the City of Atlantic Beach Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential, Multi- family (RG-3) and is located within a RM (Residential, Medium Density) future land use designation as established by the Comprehensive Plan for the City of Atlantic Beach Subject to all other applicable permitting requirements, the proposed residential use is consistent with the established Zoning District and the Comprehensive Plan designations and does not contravene local setbacks and zoning codes. Please feel free to call 247-5817 with any further questions. Sincerely, Sonya oerr, AICP Community Development Director ,~ fr ~~ C~~ Don Ford, CBO Building Official MMBL inc. Your-Home Renovation Company ~''" "serving the beaches" Sonya B. Doerr, AICP Planning Director City of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl. 32233 Re 2221 Alicia Lane Dear Sonya Jan 20-04 IOB9-6Atlandc8/ud ABanbcBeaxli FL 32233 242-3002 fax: 242.3003 As discussed, the resident of the subject address has retained MNIBL INC. to construct an ocean front deck. The deck is mainly located eastward of the Coastal Construction Control Line and accordingly we are in the process of completing the state application. As part of the process, we require a letter from the city of Atlantic Beach confirming that the proposed build-out meets AB requirements. Enclosed are the following: i) Aerial view of proposed deck ii) 3-dimensional view showing pitch iii) Sketch of proposed deck to house and coastal const. Control line We would appreciate the opportunity to discuss this project with you and if additional information is required you may reach me at 994-0676. ~- ours t Blaine H. Filthaut MNIBL Inc. Map Output Page 1 of 1 JAXGIS Property Information 1;"a. ra. 54 ~ 2291 if __.a_._..~._. ~ .__ ___._ _____ __._:~ _---~ ~~, 2274 22~ ~~ ~ I ~~ ~~,~, ~z~9_ ~~ ~~, za7$ ~~'~` 2zrt 22]i'T ~a7t r 2277 ~zr~' 22rr: atz~x ~~ art ~:z~;'' .$2T7 zz7x 22 7 2223 222T 1~5 ~a 8? 77r?~ ' „~:.~,~ Q ~ ll .: ,;,~.~~;,:, ~, I ~~ ,- ~: 1 ' y.y.y 2221 Ee~.'1+"' 11 1' ? ~ 9~.7 1 .7 IJ / / ~ 2 4 a~ .`.. 1 2 2 1 14 #11 221'9 13$ ?218 ~ I to I,1 221.? 11 1( 22i 5 ;1215 1 1 1 17 2215 ~~ ~ 8$ 8T 85 89 2213 Y _ 221 i _ ~~ 2249 ~ 8.g 8+6 8+1 82 ~~a7 li ~opyryp h{ ~C) 20U2 ~ ily of ,.bcl®o~nwillq, FI E # ame ddress ya ue tree Book anal agal DescripSons lood Zone ndtlse on-ng NT 169519 077 YLE Y 221 LICIA LA 1235904 .29 000 53 1 6-94 09-2S-29E IFFANY BY THE SE Not in Flood K LOT 12 one 2233 http:iimaps.coj.net/WEBSITE/DuvalMAps/toolbar.asp 3/18/2004 PSA•3844 10646 DEPARTMENT OF BUILDING CITY 4F ATLANTIC BEACH _____ pERMIT INFORMATION -_____ Permit Number: 11ti646 Permit Type: UTILITT>wS ~~`I ass of Work : NEW Constr. Type: N/A Pr©posed Use: UTILITY Dwel ~ ings ;- 1 Cody : ` D Estimated Value: St~.pp Improv, cost: S~.~o Total Fees: ~g~p.pp Amo~.tr~t Psid : ` S56p . 0e, n., a.: ,n _ _ 1 _ ., .... . _ .. s _____..__ LOCATION INFORMATION -----____ Address: 2222 ALTCIA LANE ATLANTIC BEACH, FLORIDA 32233 __---.~____ LEOAL DESCRIPTION --___..___ Lots 83ock: Section: Township.: RPiC : 0 Subdivision: TIF`FANY` BY THE SEA Wark €3esc. ;. IHSTRL~.`,~" ~n IRRIGATION - - - - 0~1MER I N'F'ORt~AT I ©N -~ - 1!>E~.: WQ Addr~s~: X221 ~ILICiA T„.ANE 74T~,ANT I C` RICH , FLOR I LEA 32 2 P-n a : C ) - f-'£tT~CTO`=INFt~~ATxON ----- Na~e; I'UBLY~ WQk~£5 DEPAR.T~iENT Lf G~~3~~~.., . ~ TYPe : p NOTES MET »_ --__ APPLICATION FEES ____.. PERMIT Sp . 0p WAT~,~t IMPACfi, FEE $O . p0 3.3 ; SE'~t$~t ZM~'~~'I' FEE ~~ QO ,. ~~IVA~'~~~f~~j~TAP , ~3~5.`~° RADON GAS-H.R.S. : ~O.QO .- RADC?N GAB 5~ $Q . pp CAPITAL IMPRQVE. Sp.00 ~EWEfi'TAP ,. Sp.pt~ . ~~CROSS CON)~EGTION $35.Op SEC H IMPACT F'EE ~C. Cep CC~NST .SURCHARGE $p . ~?0 NOTICE.- ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTEb BEFORE POURING PERMIT VOID SiX MONTHS AFTER DATE OF ISSUE MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "DARE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN TH OPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" 1SSU ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMtT AND SUBJECT TO REVOCATION. FOR VIOL ~, N OF APPLICABLE PROVISIONS OF LAW. BEACH BUILDING BYE ~ ;?.~ ,~ _. sl~l/~ s~ amt fi~ra01k10031,I81~i! t CITY OF rl~~art~e ~t-'eaed - 1~leeo:edct 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE (904) 247.5800 FAX (904) 247-5805 July 21, 1995 True Truss, Inc. 10411 Alta Drive Jacksonville, FL 32226 Attention: Barry E. Dixon Dear Mr. Dixon: I have received your letter of July 18, 1995 requesting the engineering and layout for the truss design at 2221 Alicia Lane to be returned to your office. These plans were submitted with the original permit application and at that time became a public record. Florida Statute 119.01 requires public records must be stored and maintained by the local municipality. I wi 11 p 1 ace your 1 etter of Jul y 18 , 1995 in the permanent file for 2221 Alicia Lane. By notice of this letter I recognize your withdrawal from the project. I will require the contractor, Pelican Bay Development, to have the house certified by a structural engineer. Inspections of the items mentioned in your letter will be performed to insure compliance with approved plans. Please call me concerning this matter. at 247-5826 if you have any questions Sincerely, ~~) v-- ~ - a~. Don C. Ford Building Official DCF/pah cc: City Manager File ._._ _ -sue _ , -,n, `" i_'Lr,r-~~ ~= , ~- . ~ , ~+Ex~i~?dc~~_''~' ter- i ! !'1~~ T~#U~S, l:Y~a 4 T `I Cu ?ai*: ~~Cit~nr~t~i~~. F:~... s~~ .Ju3.~T I~, 1.95 ?u 1.._~._;~~, and Esc Ca`,. t '?+?v~. ~~11C~.d Ln '~'r~~ TJa*~~ Resic~enr~e ~'?-~:~ G..,_:.f?,''~c[tvci7 _,.s ~'c .is'UC~ i~4 ~'-1F „"1~}Y~F'}eZ' a'~T:L~1 P~e~=~ ~ r~<~te ~.~'i,2 4rLa ~ri~,wa~ n~~ irf~~ t ~.:_ ~_ . ?4 ~~:2?rii ~~~~~ ~ii~i.it~3.:1~ ~~8 ~I7~'~~ti~;~1 Ghg ~ram~.np; Stage, ;_,e~~~'-:re, True True ~ngineexs :ti*~~°e ~in~hla try r'ec~i~;a Inc'' ~rpi-<~~e strste~ changes. "~~-~,.~~_> t~k~ t#~f~ necessar~T steps ~~.; x~e~ave the engine- exi~.~ and ~a~-~.~rr }~~eti~it~us~.~r f~srnsheci frnm the permi- tttic? f? ie ~Yn~ i et!x~n them to tur o~~'ice. S:ince2ea,y, ~"ice Prrsi~~er~t `4w~ ~~~4~V l~l~ t'~~~c3Rt7.ti. ~~~'1.~ C~.. ~~~u~1 P.~,1~, IP.K:, ~~ ?~1.Cb1E'. ?,,~21~ A'[lantic Leh. , Fl . 3?,~.?~ ?"E'~Y ed3.t11~~'3?J~ t:+',!~ `~GC3,~.~r+ uIl~,l.12~~i - _~~.iR'{~ i.?~r2'3S"1tV ~:t~ ~ ., _ ''~' ~ Il!~i '~~.`~to ~E~'?~(13t~e~ 11I1C2E3i' r~'_: ,. t. lS~lc~:ii- r, - C~tUAtl~'Y TRi.l53E~3 A7 AFF©PIDA~3F ~ RRlCES - ~~ ~~~~ IO~~~ 1~,L~.'1~ ~~'tIV~ ~~.cz~~z~-vz~..~.~, z-~ .c~x~z~an. ~~~2G ~go~) 757-754p JF.~i. (9(7~.t) 75w 7336 F~ s ~lI~SI~~`P~~, ~--~.. r ti ~t ~~3 {3-9~,) -= Qlil/a,t.iTY ' t ~~Jti~,.,~``.~`~ +'~.'T' RPP3~F3I]AL-1L~ PAit~~~.w S _., .,.~ i ~ r, I CITY OF J~~~ tKti~ ~t~i~e~(c - ~lertle~t ,oa sn-IINOLE Rain _. _ ATLANTIC IFMCfI, Bt.OAmr+- 32233-343 Titl,Fx'llOl~ (fN) 21'~SMO ._~~ FAX (fiy 2~'FSMS AO?ICE TO: slater Departs~ent " FROM: Building Department DATE : ~ ` ~ ~ `~ ~ j/ Please be advised that the fiaal building faspection has been completed on each of the folloMfng addresses and construction Water is no longer needed: Permit ltu~er Address core ?, Building Departlsent i ~~~~` .~ 1`~`'~ __.... FACSIMILE TRANSMITTAL ~'R4M: SC7UTHTECH SURVEYQRS r INC . FAX NO: 904-296--6226 IUAxB : ~''c~ ~ I~UMBEIt Off' PA~'iE8 IIdCLCJpINC# CpVER SHEET PLEASE GALL 904-296-6225 IF YC3U DO N(1'~.' RECEIVE A,I.~L PAGES C7F THIS TRANSMITTAL. CO~SNTB s"~,~+" ff~~~7~ d~ G~'~ /.~~ r~ //~J5~,7~ 1~~'" 7'~r~.~ ~'/4-. f~900 PhtfiipsNi~,~way +~ Su1te ~ • Jacksonville, Florida 32216 ~ 904J29b-b225 ui \\\ ~ By: DON C . FORD t wilding Officiali Date: { r POST IN A CONSPICUOUS PLACE ~' r r t Y 11 ~;, 1 i 1. .. .. ,"uilu..rr ... .nuLrrul..K.r~J'i-'vcr.:.}r... :. :.. x.~ e G ._.: -~:. ~. '... ..`raG~:. ~ .+..u.~._ C~~tft~~t~e ~f (~xxu tt~r~ C~it~ of .~tl~ntic ~ettt!! - ,~lvri~tt ~e~~r~m~nt ~f ~u'ti~tu~ ~~t~~P~#tuu This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard ~.; Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Family Residence siag. Permit No. 9340 taroupW • ffa1128 Type Construction S i f Fire District Atlantic BeaCki Owner of Building Ji3mes Wank Address 2221 Alicia Lane ~6 ~Idi Address 2 ~'21 Alicia ..an . Locality Atlantic Beach, FL 32233 ~- J a ~ _,, ~ ~ m ~ ~ ~' ~. ~~_ ,~' ~ ~an4 ~idoz ~~ ~.-. KO`d a 3N ~~ K! lU t u.1 c~1 iM1 ~ ~~ f~ ~ ~ o~ ~ ~~ ~ .~ .-~ _ ~ V4 ~ ~ `~ ~f. 0. 1. ~~~~~ ..- = its' ~~', j ,~. 1 .~- ,,. -- "~ r --~ r ~..~ ~~ ~~ yy Q`_ 4 ~ Si `rV y 4 r r ~G'~' ~? ,c~`d~~ ~Nti`~~_ ((t ~ ~ ~~ n .~ v ~ ~~ ~` ~~~~ ~~ ~tl i~1 ~tqq ~ ,.t,'r ~•9 ~ ~4 ~1 C`1 F~ _ ~ r ~: ~ ~~J~ "1 7 r r;~~ t~ 4 f1 .d .ar i .~.~~----~_~ ~I .~ v~ ~~ ~ ~ ` y _ _ r _ •rt -r s .. y~ ~ ~~fl ~ ~~ ~ ~~~~. 2 1995. ~~ ~} ,''~, and Zoning ',, Building ,L7Gz ~~ ~ C x \~ {L{ ~ A4 ` / M LkP o~ ~ ~i .. ~ ~~ ~~ rr Q ~ ~ E ~1 ~~T'+~ V~;'`~ ,~p~ ~~ ~t1V~L G~ p~L7 ,~~~'sl~3~lG N~kT~O ~ ~ ~ i t ~ ~ i .r+SEl7: ¢-~ a5 x~/ G~-9r-,-Gk?- Ta Ss~ro~/ ~~MrT~L> - rdpd4.{'su'N'~ ~,~ifiKO t}o+~E lI~G~R'r"/F{~D: /!'~q-qs} ,.v.Gt ;!-9~F-f4 FYaec~DA7'ia'^1 jo..i ~ltM°~ ,~tirrsEt7• lr9-i~f-94 -.v-o. aa_q¢-v4 s~ca~s~ ~i~r/,~cav~ 5~~~_~~.•r ~,,,,,f,~e.~r~~j~ 9-2-44 ,cxOlJ r~.2Tiyi~+Trp~t ~~~~ ~ ~ . ~ 9C~ P{~}i~.i..iPS ~I~Y 5[.JiTE #i ..3~~~~~pi'ii,..L~r ~LO~II?~ 3?_.:~ib P+~4UNi< t~D. [~Ca4~ 2'~i~6 - +i~~25 pf~RY ~E3RViYY. ~ }~{~~BY G~TI~Y T~~T Tti15 PER~URM~i7 UNZ:7~R 3~'IY ~~~NStBL~ D~R~G~ 14 ~~~ 6i6E -h~jF f~,DMii~li5T3~AT~Vi= GDI?E ~~ p ~~IEYQRS 3N AGGC?RI7~NG ti ,,~.,~ ?=-~T"r~~ G~ T i~~ Trt~T Tt-i~E ~'PtJ2.~~+t~1T 74 S~GTiDhi ~-r2.J~I, ~LrJRiG.A ST~T',J~GT i'c~.C~r~RTY ~)GG~PT A5 ~rl-if?Whi C.~iwt Tr#15 ~~ NG ViSi~~ ~G~Gt•tt"I~NTS u`~'ON Ti-Fi^ 1URY~L~ ..lUi_Y 21 4944. C•{-tf~~~ R. ' $~ ~- r2.~_.G. LAt~ 5~t7R ~L~'+.. 1*EO. 4~i t Sp~Ti~}7E~#~ ~}RYC~.S, lNG. i_. B. ~iC3. SEii3 ~A~.~a D~+TJM $r'~S~G ~Pub P~ rtiT ~€3C]K 4b P~6r~.5 44 Ai~fD q4~ ~Lc~UQ Z4i~- ~.~ ~ ~ ~5T pk~~i2,TAl t~D ~i?DM THE ~LC3CJL~~ NG ~ f"t-~ G(JMt~.)ttitlTY P.~~- 7~Rlf" i2C34T5 - - -- ~l~.I'? $~J4K 1~iU.;,_.,_ C7 _ PA6~53: i" = 20` ~ILir ~• ~T-~44 GU!"lYtlTi'=R F i L~= Pi~bP~i ~F I~GA~ r= J 1.~ = fl~ ~ SGA~Li== -- - ~~ 1 a, l ~a p i p'' p(ykFCC ~1~ "E3FZ'~~ ` ~ ~ ~ ~, i~- ~~.~'~'~ 11 ° ~~ Yd ~~~ «g' t~ ~ ~~i~ ~~L ~it~ ~ N~ ~~~~~~L~~~~~ ~~ ~~~ ~ ~ N 'd ~ 1~ b ~ ~ 1Nb ~~ 4~ ~ ~.-~ . ~ ~~ ~!~ ~ ,'~~'~ .. ~~ ~~ S .,~ '~' ~~ ~~ w ~ ~ ~` ~~a~ ~~ z~ ~ ~~~~ ~w~~~ ~~~~~- ~~ ~~~~ ~.`~ '~ N ~` y ~ ~ ~ ~~~°~. ~ ~~ ~~~~ ~~ ~ N ~_ ...~ ' _„ `~' ~ `' ~ ~ ~ t.~~,~ ~~~~ x~~.. ~ -~'1-- 'c'*d" . ~ ~ fi ~ ~~~ s ~~ ~' ~.~ ~ ~~ ~(Y ~~ 4~ ~ ~~~~ . -~ ~ t, 2, ~F'I_Ir''1 F'E,r; ~ F'F'G ~,a;_ __ -~' PH+_ihdE fdCi. 'at_1.~~49=r~l~a~l 7u1 ~;1, 1'~'~~ ti'_,:1~Nf^ F'1 _ , D E~.~VATiC3N ~~RTii~iCATE ~xpirc:, `. FEDERAL EMERGENCY MANAGEMENT AGENCY .j~~~ ~ 1995 NATIONAL FLOOD INSIlRANC~ PROGRf1M ATTENTIDi~: use of this certificate does not prOvib~ a waiver of tV}s flood insurance purchase regrJiremsnt. hi t ;r?~ is used onl t0 ~reride elrs+,~,tlen rrlforn^,atlor. ileG'e`'uSary tc~ enue compliance with applicable community il+`~odplain rnanag~((~~i~ndo ~~ni~Q deter+min8 the pro~,er insurance pramiun~ rate, an.d.-or to support a request for fi Letter of Ma.;~ Am9ndniant or Revision O or MR b Instructions for Cc~mpieting this form can be found on the tollowing pages. SECTION A PROPERTY INFORMATION SLiILDINGyO~NFR•S NAME S?BEET ACsDRESS ti>7Ciuding Apt., Unit, Suite finpio.' Bid¢. t~iurnber} OR E.O. RGl!?6 ANL7 BOX NUMBER O?NER DE~CR!PTION (Lot cnnd 81aCk NUmi~eis. etc.) FC?i4 iNSl1RA~:S;:E CbM(=ANY ti$~ POLICY NUMBER COMPANY NAIL' Nl1M5FP C{TY ~ STATE ~ZiP COUE SECTiQN B FLOOD INSURANCE RATE MAP {FIRM) Ih1FDRMA7'ION Pravida the folicwing from the proper FIRM (Sea Instructions}: ~ 1. ;~C:MMi1P~rYY hi~.MSER e. PANEL Nt;MBE° ~ 3, $41FF1X 4. DATE OP FIRM INDEX 5. FIRM ~ON6 ~;.$ASE FLOUR ELEVATIOr~: l ~r-~ ~yr~ ~y - iln~f~"~''! de~~ Y..T _° •. ~~~ '. indicate the elevation d2!tt~rrrr system used on the FIRM for $ass Flood Elevations {BFE): i,~tJC~VD '29-J t?ther {deseriE^~ orTb~k) 8. 1=rsrZones A or V, where no 8Flr iS provided on the FIRM, and the community has established a BFE°foi' this tSuilifing site, tn~iea~e the community's 13Fr: ~ ~ : " ~ . u fleet VGVD (or c~thar FIRM datum-see Section B, Item 7}_ - SECTION C BUILDING ELEVATION INF('?RMATION 1, using the Elevation Certificate Instructions, indicate the diagram. number from the diagrams found on Pages 5 and 6 that best describes file subject building's reference level .~ . 2{a;. FIRM 2one5 r11->6.34, AE, AH, and A (with BFir}. The top o€ tt~e reference levQi floor from file selected diagrant it at an ~IgvatiOn of ~ ~ ~t.w.~~.~.! #eet t~GVC~ {or oihPr FIRM datum-see Section i~, Item 7}. ., {i~}. FiRl~,1 Zcl~es V1-'v 30, VE, and V {with i3FE1. The bottom of the lowest horizontal structural member of tF;e reference level from the selected diagram, is at an elevation of ~~ I ~ i _:.I _ I feet NGVC (Dr other FIRM ~~iatum~eg Section !3, 1t?m 7). c). FIRM Zane A {without BFE}. The floor used as tf~e reference level from the selected diagram is '~-, ... , feet dEaove ~! or bsivw :_' {;.hecx one} the highest grade a;!jacen# to the building, (d}. FIRM Zone AO. The floor usaC as the reference level from the Selected diagram is ~ ~, ~ feet above J' or belDw (check ! 1 r. ms rl~rn~ ^ulir iarlirnnr rn mn nnl~rinn IT (lli liflilll il~Illll liillliiirl I>t ruri'ridm h,lllr lulliliilliil~ hlrwfrl~Tl ~61in fIIlCuluurri level} elevated in a,cordance w:it"i the Cpmmurtity's fioodplain management ordinance? ~ Yes J No a Unknown ,~. Indicate the elevation datum systarr used in determining the above reference level eleva±ions:~ NGVC '29 '._ ', t?ther (describe under Comments on Page 2}. (fVUTr:: !f ttia gle4+atiCn datum used in measuring the elea~erlons 1s (irtf9rent than that useJ on the FlRtvf jsee Section 8, lt~m 'J, then ;;onv~d the elevations to the datum system uses! an the FlF~M and show the cprversion equ&tlan under Comments on Page 2.~ 4, Elevation reference marls used appears on FIRM: ~ Yes ~i No {fee Instructions on Pa.ga 4} 5. i'he reference levri< elevation is based or7: ~ actual construction ~.~ construction draUrings r`NC3TE~ Ilse of consiruCti~r; drawr.~gs is aniv ualld if fhe :7uildinq does not yet have the re!arenGe level floor in piac6, in tir%rieh Case tr71s CBriillGc~tB wllf Dniy be t=~lld {{;r the br~ildirtg during the t.aurss of cc>nstructran. A,east-construction Elevation Certr1iGc-tte wi11 ba required ante construction fs c~~mplete.) ci.'t'he 8ievatiun of the lowest grade immediately adjacent to the building is; ~ i ! ?"e*" .'rit' feet AtC1iD {ar other FILM datum-see Section B, item 7}. $ECTiDN E1 COMMt7NiTY It+IFDRMA71ON 1. if the community official rr~sponsible for verifying building elevations specifies that the reference lave! indicated in Section C, Item i i$ ROt the "lowest floor" as detineci in the community's floadplain management ordinance, tt;e elevation of the building's "lowest floor" as defined by the ordinance is: ~'~ _ ..~-' ! -' -i._ _ feet NGVD {or other 1=1RM daturt~-see Section B, item 71. 2. Date o€ the start of corstructirsl or substantial imFrrovem9nt _., -- - FEMA Form $1.31, MAY 93 REf~LACE3 Ali. PtzEVlOt15 ED1TCOhiS 5EE REuERSE SIDE FOR CONT11dUATlON i!. G'H_!I"a~ Iv_, '~G~..:~~_tj~l _.~t. '_'-' '' i_i 'inu,'t ~_ .~.__..r.__....~ _, _-- -SEC7lUN E CEFiTIFfCATIt)N _ - - - ?'h;5 i'l~~i~ C:3.:'u~ ;S tU ~?B ~i~!'f~t; fly ~ ~$i'C, ~Uf~:$~+c7:", ~!'~irl$BI', C," ;~~G~?it?Ct Wf-iQ !S ~,Ui!l[3Ci~iC~ ~V ~•?~P t.• {.~Y~t i3,^ ~~+ :$r".rty ~ BV$i€C~3 ;i'f~fs'~at,o., v ,,er+ th2 ai{~dt art nfgrrt?ytrn ~~, hones Al A.3C?, r.'~. >tif-!, A (with. f3FEj;u' -',!3r~,`rc; er~d V f,:vtf1 Ef=~~ is i~~;~:i;;~d. 'v~i;?l~l.}^ Y vt{i~jelt* '~r~t t~FE' u'°°is.':C?Y'':'_~C: Gf i'~7C~1 ft3'r'r' ~f OfT{:i,~r-pr:`$ `t$ pr+~vida ~iCOdpi~i'! 't".~±f,$,~FS•.'P.c?rtt IE'#t1(:Tt~tEC py~,c~V ~'SD $iC,~(T i~$ :,4t~?, e,~i;, it +(if3 GCSE' r!# a.v~t~.. #?~~ %:°ll. ,~+. `.' ~ h-aiaJ ci ~-f=~ll-1 ~' C:~.a 1'f:l~!11t~ iSBtiF'Gt ~F{<'t. ~ ~}Ll .t~'ITy i7~ Il'I<si, c~ ~' =~,Eft (;k'1rlEi, Of aC' zi4ttr;~:;'s f~pr~s~:flt2tiv~ ;ir3y ~:s~ Si~'1 th3 ::e"tifCativ;i ~+3f5'6?'.^? {?,t$1 ':]~~f~P?i3 tv`. ' al~Ci ~ - ~ e. f 4ye65iti(C~' i ?Ga±C'i$5-fF }'":ti 52,ti#iAf i& Ui1c~JfL' s'' 4'erlify `.iS fgaK3'N~y%'~'fi'--~]ft~7K~`Ne'!jr Weil{, fiP.C`r,$~fC°+ S°•~$ i,~.3>1t'Jf'• a]f b~N1C'sfiC ~:C~~itJrl;f i-}!, ~f$c'± i_trc3, Wc7f1 i7{.Yc~; i'CI~B. Gf l:C!ft :i`ai"tCC~ ,f $~ FGc~.t~'E-'±_~,1, if-iEt? f15: itlt? FQdE,'1`$kSi (IQt rCU'~~'~i Ir tf?E ::8~`tts?Cc's#,±^,t't }'~';C7$~ ~~?%t'lf"AntS i^$fGW ~tt~ C1'3yf~Ri ~!~J!YtbBf; ~$Ci10`t i;..~ t~/1: 1 , IYt''JS~ S~tf! tJ6 +~ftt@YP_.Ci. oertJfy thy, it~e '{iiOr`lJ3c"~!?pT7 ,r7 .`-,c=tiOri~ 6 t7t;~ ~ +.,'7 !!'i,S .~r!t{t;.~~FS' ; g~YaP54'"'i$ i711/ X38$! "rfs fci ?'r,'~lr~'1 1i:+6 dc?ic~ 3i%~3113t?+!~. i CIF?t~t}!~131`,`~ ~f?cTi~r~P}~'8%E6 Slc2~'7'~:t±+e,~.~~ :.`c^ f7L1~tiSt~?3L`;':?3?y' fll'.t? c~%ItT)rFf1&L7;iIY;E'^!7JRL7~:-.';' %~Y ~.~. (~;OLiE, -~'8i~ftPf'~ ~LTv1. v=~STfriEFi'S fvAbAF w`4E1JSE ^d'Jt,ARFr^, ~ar:4ffiK 5831; Ti~1JLE~a ~-y ,ter GC:+rvi~F1NY -dAME f ~ ,~', j /~ ` ~ /~`~~7'1~~,~~r.+° ~t9~..r'r'-,'7 ~'iJ~,~ T~i~C ~/7 f•4~ .+'s~/t ~~'7tC"~.~w,...' . /J~~"., ~OGRE55 '~ ~ iT r ST,4TE 2tP t ~_ -. _ - -- - St~tiAT K ~' rs - ..GATE J ~ °!{t_Plir Cnpt9s ~,~otd~d b+a madr Laf th(~~Certlfl~ate for; i j cornmunlty official, ~} lnsurdnoe a~ent;'Cc~mpany, and 31 buitdirsg nwner. __ _._.__ froMMENTS:.L~.!r~,.!~,+ _ r~7Jl~ ~c:,~ i/,~~7'/LY'~; ~J~ ~~ ~ ~ ~ -.~..__ _.__ _ arr wtlr+ 4N Plt,~S, 3LAB sastM6MT apeRS, OR COLUn~ras :7t?E' r i~f?CS ~ 2r tE$ ~C~:HS -Ct F! -7' 1~ ~ ~ ' i ~ ! 9n,t 2w f~~ i . ac cE"~" EF-FENGE .i, { _h ! l 1 ~ ~ `~ i l i ~,~ ~ ~~' i E ~' ,~ t LCJt.~lii- Th$ GiJ~~yf~fr5 a_ h0+~? iiltrSt>`at$ t'?N ~ ini5 ~ !1#izC:f; t;1e +3i6ua:,C1Y15 etloufsi tr8 TM?vuSUrPd ir, A ,~.;~i;~, af~43 V L'v;1e5. El~vat;ors for afi A Zor:.~s shnt;[ia ~+? fneasu~ed ai the to;, of ?",e cofere!-,ce iev°ei f'uor Eslk~Vltifl[1 ±#GC d#; V ?~ftE'S si'~~,.s{d h~+ f3sE!:~~U"E~ at th~± an''"~"?" ~`,{',~~ !c~reSt h'.3fir'slnt~il St,:lCtu'v ~~^,~hr• Page 2 ,, .:: ;- DATE: C 1r_ ~ j~ PRE-SERVICE DIVISION JACKSONVILl..E ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOMING FINAL INSPECTIONtS) HAVE BEEN !LADE AND ARE SATISFACTORYs ~ .-/ Enclosed are the blus coplss of the permits. S I I+iG£ , j ~ ~..%f \~__ __ ~~C_~ BUILDING INSPECTION DIVISION cc:FILE A -38~ _~ 1 Q 212 ~ DEPARTMENT OF BUILDING CITY OF ATLANTIGBEACH i~~rmat Number, 1~~2i~ -~-_- Address; ~2~7. ALIGIA LA8~1`? -~_____ Pax-mi t Tyge : aTHEk ATL,I~.NTIC $EACH P ~'I~t~RII?A 32 ~ 3 i ~~1a~s n~ Work; ADfJiTION _ _______ t,E4AL DESCRiPTI4N -_______ Ccnstx . Type . NSA Lot. , ~3l Qrk = Section PrQnc,se~?~ ~.Dse ; t3THER Townsh? ~ : R~tC; ~ Dweliin~s; G' Cycle: Q Subciivi~iGn: ~~tim~.~ecl Valtt~' ~3~x~t?.~+f~ Amoua~~ Paid : $45 . LSD D~.te Paid. 5~2~J~,~ _ . , ,, N arse '~ ~Abst~S ~Al~~ n„ PERM S T 4 S ~ 5 . ~ n Addr~,, ~~~~1 ~Ai.~~~~.~1~ SANE ~ WAT7/~ IMF~1t;T ~'EE $Q.!1~ .~~: A~'f,A~'i?~'~ B}r7~C'H f P'~t~RI1:3A ~~s~3~ S~I~k IMF'A~`T >•EE ~C' . ~~? i:'kZUn~ : , { WA~f? METER,f~fiAP ~ ~~ . ~{~ ~- _~.,.;~`_~.. ~41'~'I'RACT+~ IN~'CIRMATIOP~ ~-_--- _-- RA>3JN CAB 5~ ~ ~~.DD H~r~-e~~ ~~1;-~ iN"` ,, ~"Ta,PITA.i~ It~FRCJ~IE. ~t}.t30 Rd~r~res~ ; ~~5 ~iX ~'GhE ~<~,A~fE S~W~R TA.P ~C~ ~ ~~ __, ,;: A'~l',;A~f'I` r;' ~,~ACIi,~., ~'Y::Cl.I~,IL>A 32~ ,,~ .:,~Rf3S ~"FO~~IIw~G~P`i01~ _, .5~ . ~t~ ~,z ~~n~~ : AB~J+~ ~, ~~;~ 4 TYpP : ~ SEC H ?MPACT P'LE $f~ . Da +:,'ONST' . SU'RC'HARGE ,~$q . Of? SGHAl~`CE/ATI.. BCH. Sd.. Lie, t , _ ~ ,. ~ . a r , .. ~~ ., NOTES. NOTICE--ALL CONCRETE FORMS AND. FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN .LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE. BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDI G PARTMENT !~ _ i ~ ~ r ~, By ~ - ~~1t~i __ ,, ~, CITY OF ATLANTIC BEACH PERMIT Address ~~ ~- TION SHEET ~~i ~N/ ~~ Date ~ ~ ~~ V ~ l Heated Square Footage @ $ per sq ft = Garage/Shed ~-~~-1-~@ S per sq ft = Carport%Porch l'~/ ~ t ~~ @ $ per sq - ft - Deck r~, ~v @ .S $ per sq ft = P a t i o ~ ~,__`__~. @ $ p e r s q f t = TOTAL VALUATION: :~ ~ ®~ Total Valuation .~ J~~ Remaining Value ~S";©a 1st $ / coo y /,t"r~b $,-, oo per thousand o~ portion thereof $ `~. $ $ s ~ ~~ $ ~,5=a a $ l~ ~ ~ ~ TOTAL BUILDING FEE $ ~O-'oa + 1/2 Filing Fee $ t,~~ 6a ( ) Fireplaces @ $15.00 $ ~ Q - BUILDING PERMIT FEE S ~~1~ a~ WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP ( ) RADON (HRS) .0050 SECTION H PAVING ( ) HYDRAULIC SHARES CROSS CONNECTION ( ) SURCHARGE .0050 OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp :SwimmingPool Septic Tank Well __; Sign_ Finish Floor Elevation Survey Other CALCULATIONS and%or NOTES: $ cr~~c1 elican Bay Homes Building excellence and experieyzce into exceptional homes. ~ ~~~~~ ~ ~3,1995~ ~r~a`~ on~n~ gU~1a1~g aka ~ May 25, 1995 To whom it may concern: This is to request early power hook up at 2221 Alicia Lane, Atlantic Beach(Lot 12 Tiffany by the Sea). PDB Inc. will take full responsibility for this request. 95 Kimberly Court • Atlantic Beach, FL 32233 • 904-249-3004 ~~ "'~ti.~% A Division of Pelican Bay Development ~'~ ~J~ _•...Yrn.wQ+w ~~. ,...FROM ~: PHD; INC.. CARPET PHOI+IE N0. :9042493000 ~ May. _ 2A 1995 08: ~ M "P2 ,.~ , c~~t or sstau~z+~ ara-Cs lRttllt~' ~'lLYC1~~xCl~ ]l~tt~A~L- J11pD2'~IQ1tR OR !-LT11+~~nNB a~o~,srzaNe oaner~sa: ~K. ~ "~,q fr Lat l.... 8ieak . or qt~~t #.,,,,,,,._.I,.,,,. hu~-d~v~aiaa:~.a~1~1'~ ~Y T~s~ $tatR L~Io+IlA~• ~ ~ ~/~ ~ ~~ 11ddx~~~~a~lli~gwwlil^+~MII`~i Iwy I~w.11.rr1~.u.~M*.I~.~~~~~ ~a=~rlf~~.l~lr.i~+a~lwrl b~sCribe work to b~ doaas ~r'~u~.,~..,..~?~I.,r~ ..'~.:7~.!.':5.~1.~..~,.. ~L ~ ,~.~ s Prsaent ut• e# buildin4='.11''Id.",~~y~'!~M~ ~G~c.~.a,l.~".! ~,~ Val;aatioa of lraposid t~oasatruati,oa:. ~~'~~ .~\ ~I~~~~II~~~~I~I.~~.I Iplw...~~P1AlY1 1 I~1 l~OpO$Md ~!i Is thin an additio~d? ~ x! res ~ ~rbat ar• tha dimeoaioau cf the #ddad epaea= !#. X !t. dill th• added area be k:eatiad aad cootad7„„~,,,,,,,~,. ~tex alsatr31es1 (or iaoxesse)?,,,,,,,,,,,_„ Mew ptuabia~ ~3xturas?,_,,,.,~, MtN lirap~t~aa?",,,~.,,,~ow H+ta!/J1C7,,,,^,_.,,,,,,,~,~, ~a~wz: ~tsa +~sz.x~xs sirs a~ lsl~s, tna~.uasMd ex~~ parr, avnvsY, ZM~lt4? Ct~ra1~ rtiltM!!, l~Ei'!'iC~ O! Ct~t'RRQ1'T, 1~ CitMMR/Cop'PR~iCTQR kMhx DIY s'~, Yr Csx~R ~ COM'!`RAC'~pR . ~ B~,lrsatur~r OIi1C~fts.,~..1.~'1,1.--~' f.••:~.I/ •~ Aates 83.Qattux• r ~j ~ s 5 Li oea,~e Rul-!~ !~ Ord a ,,.~.~ Z`' 199 ~Wln.l i nl^.rw*+~rll il..r~nlrlr~ ~r R O ~^G c ~ *~~J ^' e9 ~~ B Ll.sbilila ~AA1tXaACt~E A Aj~AN ~N~oFF ~ 1 & tON P~ANN1 d MOxk+Ox ~ i CO1epOgO#ltiiO~ x!!~{1X'~,tlQ• t ~r~ t 1~~~~ ~~~ . ,, I C7 ~ _ S ~ t[_^'t ~ ~ ~ wr ~ T sr -~^, ar ~ tt er ~ ~ .1.+r 1. s T' $ 3, R., `7 ~,;~Q7 A 1rt_ P 7 2 _ L4-MAY-95 08:34 FROM: BEACHES + COASTAL SYSTEMS ILJ: 904 4B8 5257 PAGE MW twituw~ ~~~~ ~.. >r~ . Lawton Chiles Governor James and Marie Wang c/o Safa M. Mansouri PBD, Inc. 85 Nicole Lane Atlantic Beach, Florida 32233 Dear Mr. Mansouri: NOTICE TO PROCEED Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Virginia e. Wetherell Tallahassee, Florida 32399-3000 secrewry May 19, 1995 PERMIT NUMBER: DU-18b PERMITTEE NAME: James and Marie Wang Your request for a permit pursuant to Section i 61.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. The permit will expire one year after the date of issuance of the final order. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. Pursuant ;to Section 16B-33.017, Florida Administrative Code, the Department may grant no extension of time past a total of three years after the date of the approval of the permit. In order to be considered, the time extension request must meet al! requirements of Section 1bB-33.017, Florida Administrative Code. You must apply for a new pertnit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. A party to this proceeding has the right to request review of this order by the Governor and Cabinet, sitting as the Land and Water Adjudicatory Commission, in accordance with Chapter 42-2, Florida Administrative Code, and specifically Rule 42-2.0131, Florida Administrative Code. To initiate such a review, your request must be filed within twenty (20) days of the date of this order with the Secretary of the Commission at Florida Land and Water Adjudicatory Commission, The Capitol, Room 2105, Tallahassee, Florida 32399-0001. A copy of the request must also be served on both the Department of Environmental Protection, Agency Clerk, 2600 flair Stone Road, Mail Station 35, Tallahassee, Florida 32399, and on any person named in this order, within 20 days from the date of this order if the request far review is to be effective. Additionally, any person substantially affected by this determination has the right to request an administrative hearing to be conducted in accordance with the provisions of Section 120.57, Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-5.201, Florida Administrative Code, for a formal administrative hearing, or Rule 28-5.501, Florida Administrative Code, if requesting an informal hearing. Requests for such hearings must be "Protect, Conserve and Manage Florida's Environment and Naturnl Resources" Department of Environmental Protection Printed on recycled poper. -,-,-,~, a -aa Boa : s5 FROM : BEACHES + COASTAL SYSTEMS I D : 904 499 5257 PAGE 2 James and Marie Wang May 19, 1995 Page 2 sent to the Department of Environmental Protection, Bureau of Beaches and Coastal Engineering, Mail Station 310, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3004, and must. be received by the Department within twenty-one (21) days after your receipt of this notice. Failure to respond within this allotted time frame shall be deemed a waiver of all rights to an administrative hearing. In the event that a legally-sufficient petition far hearing is not timely received, you have the right to seek judicial review of this final order, pursuant to Section 120.08, Florida Statutes, and Rule 9.030(b)(1)(c) and 9.110, Florida Rules of Appellate Procedure. To initiate an appeal, a Notice of Appeal must be filed with the Department of Environmental Protection, Office of General Counsel, and with the appropriate District Court of Appeal within thirty (30) days of the date this final order is filed with the Agency Clerk. The Notice filed with the District Court must be accompanied by the filing fee specified in Subsection 35.22(3), Florida Statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorizers work is strictly limited to that described an the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 904/4$7-4475. Sincerely, Dana Latino, Engineer Bureau of Beaches and Coastal Systems DUpt Enclosures Certified Mail Z 311 815 697 cc: Permit File Permit Information Center Area Inspector Building Official Property Owner Log book file ~-s-r~r,i-tea ees: sb r~xoM: BEACHES + COASTAL SYSTEMS ID: 904 X166 5257 PAGE 3 Florida Department of environmental Protection NOTICE TO PROCEED Permit Number: DU-186 Permlttee: Permit Expires: May 19, 1996 James and Marie Wang c/o Safa M. Mansouri PBD, Inc. 85 Nicole Lane Atlantic Beach, Florida 32233 You are hereby granted final- authorization. to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform. with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: The applicantlpermiitee is authorized to construct a retaining wall a maximum of 8 feet high and a maximum of 2.5 feet seaward of the control line. Approximately 230 cubic yazds of fill will be placed Iandward of the retaining wall. Project Location: Between approximately 0 feet to 52.5 feet south of the Department of Natural Resources' reference monument R-41, in Duval County. Project address: 2221 Allaa Lane, Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Bureau of Beaches and Coastal Systems 19 ~.~/ 3900 Commonwealth Blvd. - M.S. 310 Tallahassee, Florida 32399-3000 Dat of otice Dana Latino, Engineer Telephone (904) 488-3180 DL/pt cc: Permit File Permit Information Center Area Inspector Property Owner Building Official ~~r~, ~s-~J• ~... ~~~.~~ Post Conspicuously on the Site 24-MAY-95 0@:37 FROM: BEACHES + COASTAL SYSTEMS ID: 904 4@@ 5257 PAGE 4 STATE OF FLORIDA DEPARTMENT OF FJVVtRONMENTAL PROTECT'tON Division of Beaches and Shores Bureau of Coastal Engineering and Regulation 3900 Commonwealth 81vd. -Mail Station 310 Tallahassee, Florida 32399-3000 {904) 488-3180 PERMIT NUMBER: DU-186 PERMITTEE James and Marie Wang c/o Safa M. Mansouri PBD, Inc. $5 Nicole Lane Atlantic Beach, Florida 32233 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seawazd of the coastal construction control line which aze indicated in the project description, was filed by the applicant/permittee named herein on February 14, 1995, and was determined to be complete pursuant to rule on May 4, 1995. CONCLUSIONS OF LAW; After considering the merits of the proposal and any written objections from affected persons, the Department finds that in compliance with the permit conditions, the activities indicated in the project description aze of such a nature that they will result in no significant adverse impacts to the beach/dune azeas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature andJor is appropriately designed in accordance with Rule 16B-33.007, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Coastal Systems has authority to approve or deny pursuant to Administrative Directive DEP 140, effective July I, 1993. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which .are attached rr~ rr• ~. a~ r t ~ . ~ .J ~~~......... .............~ J.IVOa~aa VbaVa~) ~J~tISUSIIt LU Paragraph 16I3-33.015(3)(u), Florida Administrative Code. h~xF'lHAT1f1N T1ATFa Mn~r tel. 1996 LOCATION: Between approximately 0 feet to 52.5 feet south of the Department of Natural Resources' refarenoa monument R-.~1, i,y Duval Cuunty. Project address: 1111 Alkia Lane, Atlantic Beach. ANA Form 73-108.8 IRev. 7/93? A~ ~,~~ 'V , 12" GMU WALL, POUREp FULL WITH 3Om0 PSI PEA CsRAvEL CONCRETE HORIZONTAL JOINT REINF AT 8" O.G. *l VERTICALS AT loo" O.G. pp~pROVEU CITY OF ATLAN i IFS ~FEG+i Bt3PLDING O ~~~Y2S1 5 s ~-- ~ ` -- /rw/y~~ ~;~ ~,~~ ~ 1995 ~~;~-~~ Buildiug as~d Z~~'i~~ ~oEA~'~oGONTW/"6 BARS GROSSINCx AT 2!a" O.C. PRESENT "l, EXTENp 30" VERTICALLY TO TIE TO 'rT VERTICAL BARS 1'-lm" ' 0 0 0 o ~~ 2' - 8" 3' - 0" 0 0 e N ~" 2'-8.. 5'-10" Ati ~~` 12" GMU I.UALL, POLiRED i=ULL WITH 3m00 P51 PEA GRAVEL GONGRETE HORIZONTAL JOINT REiN1= ,4T 8" O.G. *l VERTICALS AT 16" O.G. ~~~ A~~PROVED CITY Of ATLANTIC BEACH BUILDING OFFIC£ ~AY2~1995 .~ ~, . ~, ~ o ~ 95 ~~~1~~ ~ ~~ ~~~ ~u~~d`~~ 1'-lm" EA *(o GONT LU! *6 0 0 BARS GROSSINCY AT 26" O.C. PREBENT *-I, EXTEND 30" o VERTIGALLI" TO TIE TO *"T VERTfGAL BARS 3'-@~~ o~~ 0 0 0 5'-10" TRANSMITTAL DOC[MBNT FOR JSA DATE : ~ -~~ ~ - ~~ The following permits have passed "rough" inspection: Permit No. Address ; ., ~ ~ esbcaeccex~ouvcx~abclcocs~~s;od~x~o6cx~~c:pessai~c. Please update your records accordingly. r Thank yo ;, jt ~-- ~ _~ B~~L`bIN LER CITY OF ATLANTIC BEACH /vcb PSR•3844 __..____.. LOCATION INFORMATIfJN Address: 2221 A1vICIA LANE .~ .;~ DEPARTMENT OF BUILDING CITY OF ATi_AN71C BEACH :~ ~,. __,.__ PERMIT INFORMATION -_____ Permit Number: 5927 permit Type: MECHANICAL <"i a~~ of t~r~~xk : NLW Canstr. Type: WOQIi T~RAME Proposea~ Use: 3INQLE FAMILY Dwel i ings : ~ Co~3~: 0 13~timated Value: 54.40 Irc~prov. Cast : $CJ . 40 Teta1 ~e..~.~ 525.40 An3czt~'~~ ~~~`cl:~,.~~ X25 . aC} ,. _ _.~_ n ~._.___ _ _ _ _ _- - --__-__ ---------- IJ~i~';~RMATION -;~:~ ;N~t~ta : LSD r ANC . Address; 2221 AtIGIA LANE A'~i~1~N T X C I~~;ACH , FLOR T OA .3 2 F1`~t~ne' r } ..4 _______ O+~NTR,gGTOR ~.IN)E~O1~MA'><iON _____ Name : GR I ~'~ I S OAS COMP.A~:'.~, A~dr~~~ ; . dE'~~. 1t~3RL~ ,5'~RL~Z° < . JACKS~~iV I I;LE . FL 32 2(71 L,? c~tsae ~ ' C-'339 Type : 6 NOTES nnnn-~ UJOLI ATLANTIC BEAGHk E`LORIDA ~223~ __________ LEt~AL t3ESCRIPTTf?N --_______ Lat: Black: Section: Tawnshzp: RNG: 0 Subdivi~ian: TIFF'ANX BX THE SEA ._ .~___ APPLICATION FEES ..____ PI?RMIT 525.00 WA~.It:; IMPA~";C: FLE _ ; $Q . OQ 3:~ =`"SEI~~~ IMPACT F`E`I~ ,... . ~ °~-~-:;C~4 , ~AT~R METERjTAP $(~.Q~J RADaN 3AS_H.R.S. S4.OC- -- RADtDN CAB 5~ SO . Q4 ,CAP I TAB, IM,):'RI~VE . ,_. S.Q,. O Q BE4IER TAP $4 . a0 CROSS COI~tNEGTTt7N $0 . QO ,SEC H IMPACT FEE $'+7..00 CONST . SidRCHARf3E SO . Qa „`. ~ SCNAR~~~~TL : BCH . ,54`. t?C~ ,;,; NOTICE -ALL CONCREtE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT` VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYiIVGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHJCH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISfONS OF LAW.'. ATLANTIC BEACH BUILDING DEPARTMENT iiA~'~.', ~~r}=~~ ill ~~~.; t1f)~t ~a~~t~ ~p w'<'F i. }. .. r}~ i .. e. W~ i. i -,,~ p. ~~• {, J~ ~ t ..~ .. I r.s i 5. t 1 ~ A ; ~ ¢ e~ i6; ~ f1 i. s. S s '~ ~" r^ ~- +~ r v y ~ f '~ ~ ~, .. ~,,, . Wit, ~~~, ,' ,~"~ ~' ~g6~II~gD IaP 61995 Building and Zoning :a PSR-3844 ng7a~ DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORMATIONt -_---- -- ~- -- I,,CfCATION INFORMATION ------- Permit. Number: 7'49 Address: ;221 ALICIA LANE Permit Type: MECHANICAL ATLANTIC BEACHr FLORI)~A 32L=?. ;'less of Work: NEW --- ------ LE4AL DESCRIPTION ____~___ Co~tstr. Type; WOOL} FRAME Lt+t Block: Seati~n~ I~roposed t3se: SINOLE FAMILY' Tc~wnshig; RHO. 4 Dwellings: 1 Code: O ;SUbdivisi.on: TIFFANX BY THE SEA EstimatAd Valr1~?: a"~-.00 Imr~rov , Cost : SCE : UO Tot~l;,..,Fees 577.0 Amc~rahii ~a~.d r :. ~?7 .00 `' ~ ~ ~ r ...__ _____.. C?i~~NER 'INF~?RMATION - - _-~-_ APPLICATION FEES -____ i3~me: I'Bb, INC. t'ERMIT $"?~.~?0 ~ad~ ~~:w : 2~~1 ALZ~"IA LANE WA'~L~~ ZAlPArT FEE SG - ~~J A'~I;ANT I C REACH , FLOR II;?A 32 3 3 SE#~ISR IMP,AC'~' FEE SO . t~0 P~~>nc~:, f~0~)~4I,-2~'3~3 WA'~F~ ~ME~~~AP $~'~,tr0, RADON OAS-H.R.S. SO.00 -__..___ NTRA£TC~~IA1Ft7RMA~'~ION ____ _ RADON CAB ~~ ~0 . C~4 ~, ~ ~ R CAP~LTAL IMPROVE. SO.QO Ac~d~ess: 1:Q`~47 ~EACI~ BL~D _ _ SEWER TAP S~?.40_ 3A~,.FL~. 3226 CROSS CONNECTION SOe~~ Lir~a~sc~. MkIAR-~.3$ Type; 0 SEC H IMPACT FEE fia.nn :~ -~. C~JN53' . SURCHAROE $0 :OG' SCHAFt4EJRTL . BC'I~i . {3 . ~l4.: NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS." . ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART. OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT 000000000 400000000 11'77,00 1{ ~Rt 2J"~ 1~4 pr' Rc~ i 00~~15!!ll 1 , .-°. ~- , ~ OOI 000 By: ,~ ..~; ~ - ~ L: CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION fOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ~ , I °Z 19~~ IMPORTANT NOTICE: ~j3~3 ~~~ IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. NAME ~ ~ ~ ~ ADDR „~_ l ~Tp ay BLDG. S12E BETWEEN: RES. ( 1 APT. ( 1 COMM. ( 1 PUB~LIC~( 1 INDUS. l 1 NEW ( 1 OLD ( 1 REW. ( 1 ADDITION 1 1 TRAILER ( 1 TEMP. (y1" SIGNS ( 1 50. FT. SERVICE: NEW /(/I INCREASE 1 1 REPAIR ( 1 ,/ FEE ~ /°j, ............~..~ sat .~ ~F/ O euoe (e O Cf1PPt:R t 1 OLUM_ 1 /1 1 ! ~ / 1 UV SWITCH OR BREAKER ~ AMPS PH 3W ~ VOLT { RACEWAY EXIST. SERV, 512E AMPS PH W VOLT RACEWAY /~ ~(j ` ~O FEEDERS NO. SIZE NO. S12E NO. S12E LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.30 AMFB. 31.100 AMPS. SWITCHES INCANDESCENT _,_ FLUORESCENT A M. V. FIXED 0.100 AMPS. OVER ___ ' APPUArtcES BELL 7RANSF. AIR, H.P, RATING CONDITIONING COMP. MOTOR N.P. RATING OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS 0.1 H.P. VOLTAGE PHS N0. OVER 1 H.P. VOLTEIGE PHS MISCELLANEOUS TRANSFORIVIEFtS: {1NDER 600 V. OVER 600 V, NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR S12E SWITCH FLASHE EACH SIGN FORWARDED S ~. TOTAL FEES L-~= - g3~_3 CITY OF ATLANTIC BEACH, FLORIDA ~ ~ ~' l Approwd0y APPLICAt10N FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ' ~ `~~ 19~ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLfiOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH 7HE ELECTRICAL REGULATIONS, COMES AND CITY OF ATLANTIC BEACH ORDINANCES. `, Z .~ ( / ~~, ~ r ' 1 ~ r, , ~ ,~ ~ 1 / i -F f ~ ~ J~..+~,! 1'`'- `tom-~L~^~k•-•`-- ~:~ , ,' ~ ~` `l Ij~ NAME ~ -~ ADDRESS• ~~~~ ~ `~ 1 ~I BLDG. SIZE ~~ L~ ~ BE WEEN:,':._, FD BOX RES. (~ APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. ~~ ~"NEW (rr OLD ( 1 ~ ! ,,! ADDITION 1 1 TRAILER 1 1 TEMP. 1 1 SIGNS ~,~~.,,) ~.v.4 SO. FT. SERVICE: ' / NLW ( 1 IN~REASE ( F~' `R`EPAIR°~~) nn~n~u~rno ~~~! ~ ~ /7 X 1 r''~ AM~ ~.• ~€3iK~ (`JIDPFR l I LI AIM 1 REW. ~ 1 FEE SWITCH O 'BREAKER 3 9 AMPS ` PH W 7~ VOLt 4 ~ RACEW EXIST. SE V. SIZE ~ MPS ~ H W VOLT RA 'Y ` ~ ? FEEDER NO. SIZE ~i NO. ~ ^ SIZE ~ NO. SIZ ~ x IIGHTI OUTLETS ;~ ONCE ~0 OPEN ~ ~ a.° TOTAL RECEPT LES CONCi LED OPEN .~- `/ ~ :~ TOTAL O•AO AMY•S, 91.100 AMPS..' .~ SWITCHE t~ ~.~ ~ , INCANOESC T ~ FLUORESCENT . V. - r ,d ,, ~.__.___-__., ,-,- FIXED o ovEa y APPLIANCES r •F BELL TRAN SF. AIR H.P. RATING CONDITIONING COMP. MOTOR H.P. RATING ~ OTHER MOTOR ,' AMPS CELL HEAT: KW-HEAT MOTORS 0.1 H.P. VOLTAGE PHS NO. OVER ~ H•P• VOLTAGE PNS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KYA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED s TOTAL FEES ~LOnu Cnl.cul.n•rtc)N Date la,~~,z 7.....r Electrical Contractor~fi/il~o~~~ Clconc~~/ ~~d Fro}ect Hanager~,~k/,~~L ~,,..~~~._r,M,~. Phone /~~~?~a Ihrilder or ltwner„Lf~,~„y„}` Phone ~~~.rriG".v~ Property ndcltess,•_•2.22,1 ~/t,'C/~,r~~ ~~~~y~~~,~ Fro}ect,______,~,~~~~w,,,_„~,~M~~~~_„~ Fetmit I~M,_,.. Ilse of [fui.lding „_,_,,,~„~,~,_,,,,_~__~~,~M~,~,~ Commercial ,_,_ I.ar.ge Itesiclential.,,, Numher of Heters „_~,~ over.head~_ Underground _ Underground Up Fole ,_~„ Square Footage of ~It~ugilding ,,,~_„~~,V, Unmetered Hain _ Lighting Load 16S',G~ f- Vn x Square Feet "„ ~.3. 3~7~ mss,,, Vn x Square Feet .~ ~~.,,,,~ Vn x Square Feet ~,,,~~,,,_~,,,~„~,_,~, Demand Factors ,~,~,~~ ..................-...~......w. ~,~~!_,_, Non-General Illumination Loads: ,___~___.~.~...,,,,_. /S~ x ,._~ vn l 2~ ~ x vn Slroa Windoat I.iglrti.rrg ,~ I.irreat Feet x 200 VA ~~,~ other Outlets _~,~~_,,,,,~,~,,,_ X 180 VA ,,,~r,,,_ Demand Factors Multiple Outlet assembly 180 VA per 5 feet _ ~~'~,~.~~ Cooking Equlpment ,_,.,,..,~...,,..,,..,,,....____,,._.,., .....,~~d:~ Water Ile a t e t s ,,,,._„_._,~...,_,_,~,_,.,,~,,,~..,,,,~ x 10 01 °f (,~17~ .,,,,,. Sign Circuits ,,,,~,,,,,, - X 1200 VA ,_,_,~,,,_,,,_,~,_,_,~~,,,~ Hotor Loads: Size tiF LL (Zoantity 1 Flls 3 Pil: ......r.~...... ....._...~.... ....,..._ ...__.... ....._._._._...~.e.._ 251 of Largest Hotor _ fleet Load: Si ze~,A,_,_,,,_(Zuant. Z'- 1F11 3FIle,•,~~0~~~gtT~~a(,~,~ n/C i,oad: Sizer~~(~uant.~ FI 3F11,_„ G"°~"'LiZ._... n/C Nt Fmp: Si ze,~,,,_„Quant.,~ 1PH_,,,, 3PII,,,s Other Loads .sd:r...._..._.. ~Q/1~~~ ~C7ZJ?~ Notes .-......-...,..~..e......._......_..._...._...e.~_....~r....-,.._..~..~_ ~ /'~ 'iota 1 vn ,~,w~~ .y ?l `f / ~~~ Voltage~~`'~ c~ Phase ~'~ 'Cota1 nn+ps ,,,,~Z~•- ~,~ ""' W.ize Size d...~..~...._._.......,,._.,.._._..._,. Total. 1 FII Load .~ ~. Total 3 FH i.oacl ,,,,r~Mr .~ r ~ r a~~ ', / Signatures ~ ,;,,, . ~ '"`""' ~~ i. i ce n s e 1 s „~,,,~ V alifylnq geAt or Req ',eyed ~'~~ • Professional Engineer ~.~~ C,ev /Gr~7 /g v~ ~~~~ 30, 335 53~ X35 ..i Additional attachments may be made. PERMIT NO....!_.~~ U .~.~.,..DATE...~ ~..,30 ~`I . ~~ LOCATION...........~ ................... ~......._... _.... LOT..._,~ ~ :...~.ww..... r6'C~~~t ~Y... ~~ r~ S~'~ a. CONTRACTOR.. ... ~....~ G:'.......~..........._....., November 14, 19q~ Building and Zoning Departments City of Atlantic Beach X00 Seminole Road Atlantic Beach, FL 32233 Dear Mr. Ford.: This is to certify that the sole purpose of the basement area is for entertainment only, and that under no circumstances will this area be used as a separate living quarters. e may be reached at 733-4620 if you need to contact us. We hope that this meets your ~atiafaction. ~~ties Wang, CsceanwallZ Wa~ South, Atlantic Beach FL 32233 ~ ~ . q[~r~~Paam~,~~ric Bp dt ®t1L~DBIRYQ~S @~F~Yf'i~` r -~ OV1 Marie Wang,-~~-Oc anwal~ Way South, Atlantic Beach, FL 32233 ~% ~~~~c ~~~~~ Witness Witness: Notorized ~y• r /. < ~~'~~ H. wMtiHT / ~//~f1 ~ j~ M ~ , -.:~ .: My ~ •GG ~tste~ •4 acr~n~s: saw~e~ e; ~~e ~'~t.,~„ ~ eooa.o neu nosy c unarm ?~ ~ S ~ , ~~, 1994 r~gt~, r. PSR-3844 ht li5'lhii# ~.~srk~~~~; !~+)t~t~ky~;e DEPARTMENTOf BUIl~1l~i4¢;. ~ ~ .., CITY OF ATLANTIC BEACH '`' _____ pERMiT INFORMATION -------- hermit Number: 9340 i Fermit Typw: BTJTLDING '''sass c+f '~,c~rk : EW cn~tr, pe: ~OOD FRAME i'rotaosed Use: .SINGLE FAM?I,Y L~~;eliin~s: 1 Code: 0 E~stixnated Va3ue: 5325~~ ~ nn Smprov. Copt: $C~.~O TctaZ Fees; $224.12 f ~ Am~~~.tnt- ~,ai~ ~ $22~J4 . 12 r Date- Paid ; 13 ; 14 / 94 _ _ _ _ _ _ _ LO~'A~' I ON INFORMATION - ~ ddress: 2221 ALiCIA .LANE ___.._ ..ATLANTIC BEACH, FLORIDA 32 3 at"'°~~'- L)~QA~,DESCRIPTION ----- ;~ - B oc Section: - Towrship: RNG. ~ 4~b~iviwinn: TIFFANY HY THE SEA ~_,=. `~ F [lry~'~ .I:`Aso .: C'•~~iS~'Rb~"T NEW HOME f'ER £'LANS ~. HSF - 4 4 4 9 - RAD~JN - T _.________ t?A~T N~m~; N$R IHE~QRl4ATION ---•-~-~- I~~,'~ .MRS. JAL~f~~S WANG ,~_- APPY,~CATION ~ F$ES - ---- A~dr~ss: . 152 ~eE~A LK pRI~E PERMIT $1?41.5Q 4. , AT`L~-I+~'PIG .BEACH, FLORIDA 32233 WATER IMPACT FEE $~ ZMPAGT FEE Sp.Cn . ~~ ~~~ N`~iTE~~ ME`'t`1~~TAP `$~5 ~'f3U _ -__ _ _ C~RArTDR I1'Xk~'ORMATION ---- _ - RADON GAS-H . R . S . $8.37 Name.:° ~ ~ ~, I~(~~. ,. RADON CAS 5$ ~(~.44 A~dr•ess : . 85` NI~~d3L)'~ LR~E_ _._ CAPITAL ~M~'ROVE. 5325.40 LzcmrtWe: • ATLANTIC BEACH , P"LORIDA 333 ~BC~fl13n2 ~ SHIER TAP ... CROSS CGNN~E~'TIO!V .,,535',00 . , Tyke: C SEC H IMPACT ~'EE. _~~;;_. _ ~~..~~ ~ ~~~.~~ ~ -, .r„ .. _. GONST . SURCHARC,E $7 , 93 . _ BC1iARG~ ~ TT., BC~T , NOTES: ,~ PAID NOV 3 0 1944 City of Atlantic Bch. ~~ NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSf~ECTED BEFORE POURING - `' ~~ PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ;T ~ BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT 8E PLACED IN PUBLIC SPACE, AND MUST BE~~ ~ CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAI URE TO COIVtPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN J THE OPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ~ i ISSUED A'(~ORDING TO APPRpVEp PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR ~, VIOLATION OFAPPLICABLE PROVISIONS OF LAW. ~' cn -., ATLANTIC BEACH BUILDING DEP RTM ~~'~"'~ ~~~ ft~(~~k~? f. $8 7$ ~. _ J)ate: ili;~f5k 02 Rcpt: tX71~5h3 By: _ ~ ``~-~ 4 Cruel `~ .. !. i 1: ? .. ~~. CITY OF ATLANTIC BEACH PSRNIT CALCULATION SHEET Address ~~f~ ~ L_(C. f ~ ~ ~~~-- ~.~C.f Date / ~j~' Heated Square Footage ,Garage/1Shed Carpor~~orchi ,_ Deck Patio ~'~~~@ $ t~.~~-t per sq ft = ~~"~ ~j @ S ~'~~.C'C~ per sq ft = 3~'"~9 @ $ / .~ . ~' ~ per sq f t = ~~„@ $ ~ ~~~ ~'~ P e r s q f t @ S ~ per sq ft = TOTAL VALUATION: ~02~, 5f 7 Total Valuation ~~~.,5~7 Remaining Value ~llG~,dc~ 1st S ' ~~~~~ ~ c~l~ay $3. per thousand or portion thereof $ ;iii ~ 3y S qa sy $ =~ 303 S $ 3 2~, S~ ? s ~6~ ~° `~ TOTAL BUILDING FEE $ ~ ~~ ~ ~' + 1/2 Filing Fee $ .S"70 ~ Fireplaces @ 515.00 5--~~~~ BUILDING PERMIT FEE $~, f~7,~t S `~ WATER IMPACT FEE S i 3'~, C'am'' SEWER IMPACT FEE $_ ,%,~~S~t= .~' WATER METER/TAP S ~'_S- ~~ CAPITAL IMPROVEMENT $ 3 ~s=C)~ SEWER TAP -G -~ S (~ 3~ I) RADON (HRS } .0050 ____ $ ~~~ SECTION H PAVING ( ) $ S~ -- HYDRAULIC SHARES $ - c~. CROSS CONNECTION d ~ $ (~ ~~~ SURCHARGE .0050 ,_ $ 7~ , 88 OTHER $ r GRAND TOTAL DUE S y, ~3~. iY ~' Z 20`~~ ~v ADDITIONAL PERMITS OR FEES: Mechanical Plumbing i Electric/New Electric/Temp ;SwimmingFaol Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: PSR3844 ~~~ DEPARTMENT OF BWLDiNG CITY OF ATLANTIC BEACH `_--_ PERMIT INFORMATION ----_- ~, ~, ~-,-~ a t N ~.~mk~ e r: g? 7 F~:~1`fslt TyPp: FL~?MB?'NG '3 _~s~ ~ I: Work' NEw ,~~i~ t. r . TyI e : W~?~JD FRAME °'-'G~F~ti~~~ tTS~: SIN~;LE FAMILY ~?G~~1Itir~~s: 1 Code: G I=~rimated Value: ~~ nn xmF~-~,~,, , ~~~ast : ~n ~ nn '~Jt~I ~''f3,~?S ~ ~~~ . ~~ -----` L0~`ATiON INFORMATION ---- -- ddrAss: 2221 ALI~"IA LANE --_ ATLANTIC EEACIi. FLC~~iIDA ~°23~ "_"--_---- LEflAL DESCRIPTION - - ~t: 12 B1o~^k: ~poti~~~ Tc~wnshi~ ~ RNG : ~3 uhdivis~.on: TIFFANY BY THE 'SEA ry ' ... ' ~ ~ T _:.______ OFINER INFORMATION --- ~- ~> ` .~__ APPLI~'ATTON F'1~ES - --- ~~~m~a BBD, IM'~ .. A~~dr~ti~ ~ 2221: AL?'CI~ LAME ~~ PERMIT 554.., _ ~iTI,ANTI'~ ~EACFi. F"LrrJRIDA X2233 WATEF IMPAr"T S'E'E 5n . nn ,_ ;-- S~WE.~ 7MPA~T FEE ~n ~~ATE"R MET~R,~fiAP ~~ ; nn __.____ CQJ~'RAGTOR I~1"~+`ORMATION -_-___ RADON sAS-~H . R . S . 50 . nn ? ` ~~t?~p` ~".~'. W~?~jD }?T;tJM)?TNr KAL ~?~i 013E S~ 5~~ , RL7 ~'APTTAL IMp12r~1iE; 5~ nn' ~~~~~:.~ ~ 1?2~ ROM~iEY STRF~'-` ' SEf'^1ER TAF $n n~ ~?~"I~S~~N~ IL•LE, FL 3?2?1 T_,~•~~~~~ r ~~?~-r ~rC~`j CR'~SS ~''~NIVECTIO~t ~~.n~ ~ , T~,pP. ,4 SEA` H IMPACT FEE SO.O~'s _. C{?NST . SrJRCHARrE $O . nC _SrRAF,G~/AIL : B~'H . ~' . ~(~ NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW C~AN RESULT `ill TIDE PROPERTY OWNER RAYING TWICE FOR BUILDING IMPiROVEMENTS." ED ACCORDING TO APPROVED ATION OF APPLICABLE QROUiSI~ ATLANI}C~,BEACH BUILDING DEPARTMENT /F J ray: NS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR OF LAW. OA6ii100®OQ 06NA09000 li4.d0 14 { ~ 10/31/91 Q1 Nets ~ Il CITY OF ATLANTIC BEACH APPLICATION FCtR PLUMBING PERMIT ~~~'" /~ JOB LOCATION : _____________ __~~~~ _ -_-.~-- OWNER OF PROPERTY : ____ _ _~/ __,~_/.!! ___-- ~/ __-- BUILDING CONTRACTOR: ~~ PLUMBING CONTRACTOR ___-_ ~ 1:~ 6~!"~~ -------- AND ADDRESS. __-__ /~ j ~'j_- -~~~_-_ ~~ ______ TELEPHONE NUMBER : ______~~,~~_T__,'~!!~, ~ --------------- STATE LICENSE N0. ______ ~°'?__~~,~~` ~~ --------------- ---- _ TYPE OF BUILDING: ------------- ~ -___---_--------_---____-- _______„C _slNxs ____~ __~_LAVATORY ______ ~ __BATH TUBS ___ ______URINALS - ~ CLOSETS _____________SHOWERS __________~ WATER HEATERS ___ 1_DISHWASHERS 7 DISPOSALS - - - -~ WASHING MACHINE 'FLOOR DRAINS _____SHOWER PANS OTHER ---___.--~-------. Q TOTAL FIXTURE COUNT:_______.___ x X3.50 + 515.00 = ~,__,~~__ INSTALLATION OF PLUMBING AHD FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT' EDITION OF 7'HE 5UUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - t904) 247-5826. .. ?--"KELLEY ENGINEERING SERVICES, INC. Consulting Structural Engineers JACKSONVILLE, FLORIDA SHEET ~ OF Z Z CALCULATED BY DYVB DATE IO I ~ I °>~l JOB TITLE PELIGAN BAY DEVELOPMENT CHECKED BY BATE JOB NO. 94 SKETCH NO. SCALE SUBJECT THE WANG RE5IDENGE HURRICANE ENGINEERING GALGULATIONS FOR THE WANG RESII7ENGE LOT 12, TlFF,4NY BY THE SEA ATL?~NTIG SEAGH, FLORIDA PELIGAN BAY DE~/ELOPMENT The purpose of this report is to analyze the structural systems and components of the subject residential building for wind loads. The report has four main sections: Section 1 -Calculation Of Wind Pressures. Section 2 - Analysis Of Shear Forces. Section 3 - Analysis Of Uplift Forces. Section 4 - Analysis Of Lateral Forces. The Engineer certifies that these Wind Load Calculations have been reviewed and finds the wind load values, connector specifications and material specifications shown hereon to be in compliance with the SBCCI Standard building Code, Chapter 12, Section 1205.2 for this specific residential structure. Be advised that these codes preclude that all exterior window and door openings are secured and protected for the duration of a wind storm condition. Note: The Engineer does not certify, nor assume responsibility, for the structural credibility of any pre- engineered and manufactured structural building components or roof/floor truss systems including required connectors (factory or field installed) which are intrinsically associated parts of the components or truss systems. --.., r ~ ~~ -,., ,, ,~ ~ .. ~y ,~~, u f ~ ~ sr ~~ ~:'i~~~ ~ ~ 9 ~% -.~ ~1~ j',4,,~ v /~ FIGURE 1205 BASIC WIND,SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL Yrgin Islands and Puerto Rloo shall use a mask wind of 110 ~ TABLE 1205 USE FACTORS FOR BUILDINGS AND OTHER STRUCTURES Nature of Occupancy Use Factor All buildings and structures except those listed below 1 0 Bulldings and structures where the occupant load is 300 or more in any one room. 1.15 Buildings and structures designated as essential facilities, including, but not limited to: 1.15 ~` (1) Hospital and other medical facilities having surgery or emergency treatment areas (2) Fire or rescue and police stations , (3) Primary communication facilities and disaster operation centers (4) Power stations and other utilities required in an emergency Buildings and structures that represent a low hazard to human life in the event of failure, such as agricultural p.g buildings, certain temporary facilities, and minor storage facilities - TABLE 1205.2A VELOCITY PRESSURE (psf) Building Height 60 ft or Less Mean Roof Fastest Mile Wind Velocity, V (mph) Height (ft) (From Figure 1205) _ 70 80 90 i00 ir0 ;. 0-15 10 13 17 21 25 . '.-~ `.-' 20 11 15 19 23 8 40 14 18 `•~ 23 28 34 • y 60 15 20 25 31 38 totes: 1. A single value for velocity pressure is used for the entire building: 2. Eave height maybe substituted for mean roof height if root angle does not exceed 10°. 3. Linear interpolation of tabled values is permissible, Standard Building Code/©1991 1992 Revisions c ~. 281 280 1992 Revisions Standard Building Code/©1991 TABLE 1205.28 GCp COEFFICIENTS FOR MWFRS PROVIDING RESISTANCE IN TRANSVERSE DI RECTIO N' End Zone CoeMeients Interior Zona Coefticients Roots Notea • AnCle ~ 1 ~ 2~. ~ ' 3 4 1 2 3 4 0 <a <_ 10° 2 ~+.50 •1.4 •.80 •.70_ +.25 •1.0 •.65 •.55 ~ c 3 +.90 •t.0 •.40 -.30. +.65 -.60 •.25 -.15 _~ 0° < a S 30° 2 +.70 •1.4. •1.0 •.95 +.40 -i 0 •75 •70 ~~ 3 +1, -10 •-60 •.55.. +.80 •.60 •35 - 30 ~ 30° < a 5 45° 2 60 +.10 •.80 •.75 +.45 +.OS -.70 -.65 0 3 +1.0 - +.50 -.40 -.35 +.85 +.45 •.30 •.25 u 4 •.75 -1.4 -.80 •.75 •.70 ti -1.0 -.65 •.70 w 6 a = 90' 2 +.58 +.58 -.74 •.74 +.43 ~ +.43 •.62 •.62 3 +.98 +.98 -.34 -.34 +.63 +.83 -.22 -.22 _ __- 4 -.74 •1.4 -.80 •.74 •.71 •.98 -.62 -.71 0<a<_10' _ 2 +.10 •1.8 -1.2_ •1.1 -.15 -1.4 •1.1 •.95 v ___ 3 +1.0 •.90 -.30 -.20 +.75 -.50 -.15 -.05 0 10° < a 5 30° 2 +.30 -1.8 •1.4 -1.4 0.0 4 •1 •1 2 -i i v _ 3 +1.2 --90 •.50 -.45 +.90 . -.50 -.25 -.20 w 30' < a S 45' 2 +.20 -.30 -1.2 -1.2 -.05 -.35 -1.1 -1.1 T 3 --- +1.1 +.60 -.30 -.25 +.95 +.55 -20 -.15 _ _ 4 -1.2 -1.8 -1.2 •1.2 -1.1 -1.4 -1.1 •1.1 ti z = ?0' ~ 2 +.28 +.28 -1.0 -1.0 '' +.03 +.03 -1.0 -1.0 _ 3 +1.t +1.1 -.24 -.24 +.43 +.93 -.12 _ -.t2 _ _ 4 •1.1 -1.8 -1.2 -1.1 -1.1 -1.4 -1.0 -1.1 ~ = U _ 0 < a <_ 1 G 6,1 i + 1.8 -.70 •.70 0 +1.8 •.70 -.70 0 ° °• _ O - 7.11 + 1.8 :.30 -.80 0 +1.8. -.30 ,&0 _ 0 _ >. 10' < z <_ 25' _ 6.11 + 1.8 -.70 •.70 0 __ +t .8 -.70 _ •.70 _ 0 -- °- " _ ~ _7.11 _ - - t.k +.7D - -.70 0 +1.b +.70 - -.70 0 _ a _-- -- -Zt t + 1.6 +.20 •.90 0 +1.8 +.20 -.?0 0 --- ~ =o _ 25= < z 5 45 6.11 + 1.8 -.70 •.70 0 +1.8 -.70 -.70 0 U - 7.11 + 1.8 +.2.0 +.30 0 +1 8 + 2 6 + 30 _ 0 TABLE 1205.2C GCp COEFFICIENTS FOR MWFRS PROVIDING RESISTANCE IN LONGITUDINAL DIRECTION _ (ALL ROOF ANGLES)' Building End Zone Classification Notes CceHicients Enclosed 8,9 _ _ 6.10 Partially 6.9 Encosed 8.10 6,t t 1?pen 7,11 Interior Zone Ccetf is Tents 2E 3E SE 6E 2 3 5 6 -1.40 -0.80 +0.50 •0.70 -1.00 -0.65 +0.25 •0.55 •1.00 -0.40 +0.90 -0.30 •0.60 •0.25 +0.65 -0.15 •1.80 -1.20 +0.10 -1.10 •1.40 •1.65 -0.15 __ -095 -0.90 -0.30 +1.00 -0.20 -0.50 •0.15 +0.75 -0.05 -0.70 -0.70 +1.8 0.00 -0.70 -0.70 +1.8 000 -0.30 -0.80 +1.8 0.00 -0.30 •0.80 +1.8 0.00 _\ rl FIGURE 1205.281 APPLICATION OF COEFFICIENTS FOR PRIMARY STRUCTURAL SYSTEMS PROVIDING RESISTANCE IN TRANSVERSE DIRECTION (Positive sign indicates inward acting pressure) EWD CtiSE A 41ND$ GENERAEIY PERPENDKtlL/Jt TO RIDGC sE JE - ! ` IE i y ~ 1E E ~ / ~ 7\r- \,// w,NO dncctaN R~,NGE EWD GSE 81: w^NDS LCNEP//~EEY\P~RUIEE TO RgLC ~ / _ ~\'. a"c ]E ~ \ \ 2E- M j/ ~ \, E ':~'~ WINO DIRECTION R.wGE FIGURE 1205.282 - _ APPLICATION OF COEFFICIENTS FOR PRIMARY _ STRUCTURAL SYSTEMS PROVIDING RESISTANCE IN LONGITUDINAL DIRECTION (Positive sign indicates inward acting pressure) lOAO rJSE E2: M'INO$ LENERIE,EY P/3ZALIEE TO RIDGE ~~ *~ DYtECTgN RN.GE LW VSE B3: wVGS LCNER^iLY PMALLEE TO RIDGE 6 3 2 \ 3E 6E 6E ~ IE Z -~ /~2~ 5 SE / ~~~ i e /~G ~l wwD DNtECTWN RN1LE ~• l L C 282 1992 Revisions Standard Building Code/©1991 Standard Building Code/©1991 1992 Revisions 283 KELLEY ENGINEERING SERVICES, INC. PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE Section 1 Calculation Of Wind Pressures. +~ Input Criteria. The following data is used to calculate the wind pressures. Basic Wind Speed: 110 mph Mean Roof Height: 33.4 ft Roof Pitch: 6 12 Roof Angle: 26.6 Deg Use Factor: 1.00 SHEET ~ OF 22 Velocity Pressure. The Mean Roof Height is used with Table 1205.2A to calculate the Velocity Pressure. h~ h; Table 1205.2A Roof Ht Pressure 20 28 40 34 q, 32.0 psf qz Use P = 33 psf System Design Pressure. The System Design Pressure is used to analyze the shear forces on the external and interri~al shear walls of the MWFRS. From Table 1205.28, the worst case GCp coefficients are selected. GCp Coefficients Pos. Neg. 54.5 psf 0.70 0.95 Use P = 55 psf Lateral Design Pressure. The Lateral Design Pressure is used to analyze cladding and com- ponents in wall framing members. ' GCp Coefficient Wall Pressure 1.10 Use P = 36.3 ps GCp Coefficient Wall Suction 0.95 Use P = 31.4 ps Uplift Design Pressures. The Uplift Design Pressures are used to analyze the uplift forces on the roof, wall and foundation members. Use the appropriate GCp for each type of exposure. TYPE GCp PRES UPLIFT ENCLOSED 1.40 33.0 psf 46.2 psf PARTIALLY ENCL 1.80 33.0 psf' 59.4 psf EAVE 2.00 33.0 psf 66.0 psf EAVE CORNER 2.15 33.0 psf 71.0 psf POINT (L-X)/L DEAD LOADS ROOF 10.0 psf FLOOR 15.0 psf WALL 10.0 psf Y KELLEY ENGINEERING SERVICES, INC. SHEET /~ OF 2Z PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE ''` S@CtlOn 2 Analysis of Shear Forces. The Main Wind Force Resisting Structure (MWFRS) is analyzed for worst case Shear Forces due to the applied System Design Pressure calculated in Section 1. For multi-story buildings, each floor is analyzed separately for shear. Each floor is analyzed with its contributory load plus the loads from the floors above. Design Wind Forces. The Design Wind Forces are calculated for the primary building elevations. See the Front/Rear Elevations and Left/Right Elevations for the CASE(s) being analyzed. # is the number of each contributory area. T/R indicates if the area is a Triangle or Rectangle. W is the Width, H is the Height. For Triangles, the AREA is calculated by WxH/2. TYPE indicates which of 3 types of pressures are being applied to the area: SYStem, SUCTion only, or PRESsure only. ,~, Cases. The following cases are analyzed: BF -Basement, Front elevation. GF -Ground floor, Front elevation. 2F - 2nd floor, Front elevation. BL -Basement, Left elevation. GL -Ground floor, Left elevation. 2L - 2nd floor, Left elevation. System Pressure Wall Suction Wall Pressure Calculation of areas and windloads. Tvae Pressures SYS 55.0 psf SUCT 31.4 psf PRES 36.3 psf CASE #~ T/R ''. W H AREA TYPE PRES LOAD BF 1 R 37.0 ft 6.3 ft 231.3 sf P.RES , 36.3 psf 8394, Ibs BF 2 R 37.0 ft 11.5 ft 425.5 sf SYS 55.0 psf 23403 Ibs BF 3 R 37.0 ft 11.4 ft 421.8 sf SYS 55.0 psf 23199 Ibs BF 4 T 13.5 ft 4.0 ft 27.0 sf SYS 55.0 psf 1485 Ibs BF 5 T 3.0 ft 4.0 ft 6.0 sf SYS 55.0 psf 330 Ibs GF 2 R 37.0 ft 5.1 ft 186.9 sf SYS 55.0 psf 10277 Ibs GF 3 R 37.0 ft 11.4 ft 421.8 sf SYS 55.0 psf 23199 Ibs GF 4 T 13.5 ft 4.0 ft 27.0 sf SYS 55.0 psf 1485 Ibs GF 5 T 3.0 ft 4.0 ft 6.0 sf SYS 55.0 psf 330 Ibs 2F 3 R 37.0 ft 5.0 ft 185.0 sf SYS 55.0 psf 10175 Ibs 2F 4 T 13.5 ft 4.0 ft 27.0 sf SYS 55.0 psf 1485 Ibs 2F 5 T 3.0 ft 4.0 ft 6.0 sf SYS 55.0 psf 3301bs BLF 1 T 38.0 ft 6.0 ft 114.0 sf SYS 55.0 psf 6270 Ibs BL 2 R 67.3 ft 11.5 ft 774.0 sf SYS 55.0 psf 42567 Ibs BL 3 R 41.5 ft 11.4 ft 473.1 sf SYS 55.0 psf 26021 Ibs BL 4 T 8.0 ft 4.0 ft ,16.0 sf SYS, 55.0 psf 880 Ibs BL 5 R 1.4 ft 5.0 ft 7.0 sf SYS 55.0 psf 385 Ibs BL 6 R 1.4 ft 8.7 ft 12.2 sf SYS 55.0 psf 670 Ibs Sum of LOAD CASE Total BF 56811 lbs GF 35291 Ibs 2F 11990 Ibs BLF 6270 Ibs BL 74163 Ibs GL 50288 Ibs 2L 16987 Ibs .KELLEY ENGINEERING SERVICES, INC. PELICAN 8AY DEVELOPMENT, THE WANG RESIDENCE CASE` '#', T/R W H AREA TYPE PRES LOAD BL 7 R 1.4 ft 8.7 ft 12.2 sf SYS 55.0 psf 670 Ibs BL 8 R 3.0 ft 6.0 ft 18.0 sf SYS 55.0 psf 990 Ibs BL 9 R 16.0 ft 1.5 ft 24.0 sf SYS 55.0 psf 1320 Ibs BL 10 R 8.0 ft 1.5 ft 12.0 sf SYS 55.0 psf 660 Ibs GL 2 R 67.3 ft 5.1 ft 339.9 sf SYS 55.0 psf 18693 Ibs GL 3 R 41.5 ft 11.4 ft 473.1 sf SYS 55.0 psf 26021 Ibs GL 4 T 8.0 ft 4.0 ft 16.0 sf SYS 55.0 psf 880 Ibs GL 5 R 1.4 ft 5.0 ft 7.0 sf SYS 55.0 psf 385 Ibs GL 6 R 1.4 ft 8.7 ft 12.2 sf SYS 55.0 psf 670 Ibs GL 7 R 1.4 ft 8.7 ft 12.2 sf SYS 55.0 psf 670 Ibs GL 8 R 3.0 ft 6.0 ft 18.0 sf SYS 55.0 psf 990 Ibs GL 9 R 16.0 ft 1.5 ft 24.0 sf SYS 55.0 psf 1320 lbs GL 10 R 8.0 ft 1.5 ft 12.0 sf SYS 55.0 psf 660 Ibs 2L 3 R 41.5 ft 5.0 ft 207.5 sf SYS 55.0 psf 11413 Ibs 2L 4 T 8.0 ft 4.0 ft 16.0 sf SYS 55.0 psf 880 Ibs 2L 5 R 1.4 ft 5.0 ft 7.0 sf SYS 55.0 psf 385 Ibs 2L 6 R 1.4 ft 8.7 ft 12.2 sf SYS 55.0 psf. 670 Ibs 2L 7 R 1.4 ft 8.7 ft 12.2 sf SYS 55.0 psf 670 Ibs 2L 8 R 3.0 ft 6.0 ft 18.0 sf SYS 55.0 psf 990 Ibs 2L 9 R 16.0 ft 1.5 ft 24.0 sf SYS 55.0 psf 1320 Ibs 2L 10 R 8.0 ft 1.5 ft 12.0 sf SYS 55.0 psf 660 Ibs SHEET +~ OF Z'~, l4ELLEY ENGINEERING SERVICES, INC. SHEET ~ of 2 2 PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE Shear Wall Analysis. The available shear walls are analyzed with respect to the applied Design Wind Forces. Window/Door openings and short wall sections are DEDUCTed. See the Floor Plans. The CASE(s) are those shown in the Elevations and the Design Wind Forces section above. .~,~ CASE TOTAL LATERAL LOAD WALL INCL. WALL DEDUCT AVAIL. WALL WALL SHEAR LOAD % LOAD PORTION AVAIL. RESIST. REQ'D SURPLUS ADD'L (DEFICIT) WALL SEE NOTES . BF"~: 56811 Ibs ; LEFT 55.0 If 0.0 If 55.0 If 4410 lbllf 50% 28405 Ibs 242550 Ibs 214145 Ibs ~ 0.0 If 3 ,RIGHT 41.71f O.OIf 41.71f 44101b/If 50% 284051bs 1838971bs '155492 lbsj O.OIf 3 I TOTAL ~ ~ 426447 fbs 3696361bs ~ O.OIf GF -' 35291 Ibs I LEFT' 55.0 If 13.0 If 42.0 if 350 Ibllf 3$°!0 11764 Ibs 14700 Ibs 2936 Ibs 0.0 If 1,2 ~~"~'"^ MIDDLE 9.0 If 0.0 If 9.0 if 4410 Ibllf 33% 11764 fbs 39690 Ibs 279261hs 0.0 If 3 'RIGHT 57.7 If 15.2 If 42.51f 350Ib/If 33% 11764 Ibs 14885 Ibs `3121Ibs~: 0.0 If 1,2 TOTAL. ~~ 69275 Ibs °339841bs'` 0.0 If n2F,;' 119901bs I; LEFT 36.71f 4.0 If 32.71f 3501b/If 50% 59951bs 11445 fbs ~~ 545414x: O.O if 1,2 'RIGHT 41.71f 4.71f 37.OIf 3501blIf 50% 59951bs 129501bs 69551bs'? O.OIf 1,2 TOTAL 243951bs . ' 12405 Ibs'- 0.0 If BL',,,:~ 741631bs FRONTI 35.SIf ' O.OIf 35.51f 44101blIf 50°l0 37081 Ibs 156555 fbs ,119474.Ibs; O.OIf 3 'REARS; 53.51f O.OIf 53.51f 44101b/If 50% 370,811bs 4 3.".: 2359351bs 798$541bsf O.OIf 3 I TO?QL 392490„Ibs" :`318327.Ib~'('I 0.0 If v`GL~'± ~``''' 502881bs FRONT MIDDLEi 37.OIf 10.OIf 15.21f O.OIf 21.81f 10.O1f 3501b/If 44101b/If 33% `33%'' 167631bs 167631bs 76401bs `(81~23`Ibs)m' 44100ibs 273371bs 27.OIf O.OIf 1,2,4 3 REAR 35.0 If 23.0 If 12.0 if 4410 -b/If 33% 167631bs 529201bs 36157.Iba O.O if 3 I TOTAL 'i'104660 Ibs ~" 54372;Ibs. ~ 27.0 If '".~2L~'`' 169871bs FRONT 37.0 If 8.71f 28.31f 3501bflf 50% 84941bs 9905 fbs ~ ' 1 4 1`Ib s" ' O.O If 1 1,2 REAR 35.OIf 23.51f 11.51f 3501blIf 50°l0 TOTAL I ~ _ __ __ _ . ~ ~ 84941bs 40251bs '(44~ 691bs) ~ 13.OIf ~ 13930 Ibs I ~ (3057 b1 s~ 13.0 If 1,2,4 Notes: 1. Shear capacity of 7/16" OSB is 350 Ibs/If (properly nailed). 2. Nail all 7/16" OSB wall sheathing with 8d comon wire nails @ 4" o.c. edges and 6" o.c. field. 3. Shear capacity of 8" CMU is 4410 Ibs/If (properly reinforced). 4. Several areas of the house are deficient in shear capacity. See Floor Plans for prescriptive requirements. KELLEY ENGINEERING SERVICES, INC. SHEET ~ of 2 2 PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE S@CtlOn 3 Analysis of Uplift Forces. The roof, wall and foundation members "are analyzed for uplift Forces due to the Uplift Design Pressures calculated in Section 1. A continuous load path is provided from the roof members to the wall members to the foundation. Uplift Forces. The contributory uplift forces for each roof member are calculated in Table 1. The Uplift is reduced by the Roof Deadload. See the Roof Truss Plan for roof member locations and the Legend for abbreviations. Point Loads are due to concentrated loads where one roof framing member intersects another member. The contributing factor is calculated by (L - X)/L. LEGEND -See Figure 4 Roof Truss Plan for framing member locations. Tn = Truss Number TP =Top Plate Hn =Header Number TPE =Top Plate at Exterior Wall Cn =Column Number TPI =Top Plate at Interior Wall TPR =Top Plate at Rear or Right Side TPF =Top Plate at Front TPL =Top Plate at Left T~h{c ~ _ ~ i~rs~ fnrcac nn Raarth rnnf mpmhar frnm rnntributorv loads- Roof Deadload = 10.0 psf UPLIF T LIST , ~~ °, , V~ P For Pt Loads, enter L in LENGTH Col. and X in ~~ t d K R : W{DTH Col. -Used to Calc. FACTOR (L-X)/L. 4 ~~~~y~ F E --L_ -~- -- ; ~--- U x.;. ~s~, A S E_ W T P .W_. ;_ ~ ~: ~ . Y~ T ; U G. ~ p R ,. p. ~~ ~> ~ ._ ~, ;, ~ T1 TP ~ ENCLOSED 1.40 46.2 p ,f 18.5 ft 4.0 ft 74.0 sf 2679 Ibs T1 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T2 TP ENCLOSED 1.40 46.2 psf 18.5 ft 2.0 ft 37.0 sf 1339 Ibs T2 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T6 TP ENCLOSED 1.40 46.2 psf 17.5 ft 2.0 ft 35.0 sf 1267 Ibs T6 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T6 T13 ENCLOSED 1.40 46.2 psf 17.5 ft 2.0 ft 35.0 sf 1267 Ibs T11 TP PARTIALLY ENCL 1.80 59.4 psf 8.5 ft 2.0 ft 17.0 sf 8401bs T11 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T40 TP ENCLOSED 1.40 46.2 psf 8.5 ft 2.0 ft 17.0 sf 615 Ibs T40 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T27 TPE ENCLOSED 1.40 46.2 psf 8.5 ft 2.0 ft 17.0 sf 615 Ibs T27 TPE EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T27 TPI ENCLOSED 1.40 46.2 psf 8.5 ft 2.0 ft 17.0 sf 615 Ibs T18 TP PARTIALLY ENCL 1.80 59.4 psf 9.4 ft 3.5 ft 32.7 sf 1617 Ibs T18 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T37 TP PARTIALLY ENCL 1.80 59.4 psf 2.5 ft 3.9 ft 9.6 sf 475 Ibs ,KELLEY ENGINEERING SERVICES, INC. PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE SHEET OF Z Z ~?~ '~ ~ ~ ~ iE'" °~~ ~-,_ .~ .~ " UPLIF P R T LIST For Pt Loads, enter L in LENGTH Col. and X in 'WIDTH Col. -Used to Calc. FACTOR (L-X)/L. - - y A ~~'{ ~ !1 . ` ~~ ~'~ ~T ~;. ~- . K~ k~ p.r F A C O E S S R L _ ~ E ; N~ T - ':W I ..T A E 'P T- L' A U P L F T37 TP EAVE 2.00 66.0 psf 0.7 ft 3.9 ft 2.7 sf 151 Ibs T37 T18 PARTIALLY ENCL 1.80 ' 59.4 psf 2.5 ft ' 3.9 ft 9.6 sf 475 Ibs T25 TP PARTIALLY ENCL 1.80 59.4 psf 9.4 ft 2.0 ft 1.8.7 sf 924 Ibs T25 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T41 TP ENCLOSED 1.40 46.2 psf ' 9.4'ft 2.0 ft 18.7 sf 677 Ibs T41 TP EAVE 2.00 66.0 psf 0.7 ft 2,0 ft 1.4 sf 78 Ibs T44 TPE ENCLOSED 1.40 46.2 psf 9.2 ft 2.0 ft 18.3 sf 662 Ibs T44 TPE EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T44 TPI ENCLOSED 1.40 46.2 psf 9.2 ft 2.0 ft 18.3 sf 662 Ibs T15 TPI ENCLOSED 1.40 46.2 psf 9.2 ft 2.0 ft 18.3 sf 662 Ibs T15 T13 ENCLOSED 1.40 46.2 psf 9.2 ft 2.0 ft 18.3 sf 662 Ibs T13 TPR ENCLOSED 1.40 46.2 psf 1.0 ft 6.2 ft 6.2 sf 223 Ibs T13 TPR POINT 0.96 N/A 12.3 ft 0.5 ft N/A 662 Ibs 635 Ibs T13 TPR POINT 0.80 N/A 12.3 ft 2.5 ft N/A 662 Ibs 527 Ibs T13 TPR POINT 0.63 N/A 12.3 ft 4.5 ft N/A 662 Ibs 420 Ibs T13 TPR POINT 0.47 NiA 12..3 ft 6.5 ft N/A 662 Ibs 312 Ibs T13 TPR POINT 0.31 ~ N/A 12.3 ft 8.5 ft ~ N/A 1267 Ibs 391 Ibs T13 TPR POINT 0.15 N/A 12.3 ft 10.5 ft N/A 1267 Ibs 185 Ibs T13 TPF ENCLOSED 1.40 46.2 psf 1.0 ft 6.2 ft 6.2 sf 223 Ibs T13 TPF POINT 0.07 N/A 12.3 ft 11.5 ft N/A 662 Ibs 43 Ibs T13 TPF POINT 0.23 N/A 12.3 ft 9.5 ft N/A 662 Ibs 151 fbs T13 TPF POINT 0.39 N/A 12.3 ft 7.5 ft N/A 662 Ibs 258 Ibs T13 TPF POINT 0.55 N/A 12.3 ft 5.5 ft N/A 662 Ibs 366 Ibs T13 TPF POINT 0.72 N/A 12.3 ft 3.5 ft N/A 1267 Ibs 906 fbs T13 TPF POINT 0.88 N/A 12.3 ft 1.5 ft N/A 1267 lbs 1112 Ibs T29 L1 ENCLOSED 1.40 46.2 psf 3.5 ft 2.5 ft 8.8 sf 317 Ibs T34 L2 ENCLOSED 1.40 46.2 psf 3.5 ft 2.0 ft 7.0 sf 253 Ibs T34 TP ENCLOSED 1.40 46.2 psf 3.5 ft 2.0 ft 7.0 sf 253 Ibs T34 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T33 TP PARTIALLY ENCL 1.80 59.4 psf 5.5 ft 2.0 ft 11.0 sf 543 Ibs T33 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T35 TP PARTIALLY ENCL 1.80 59.4 psf 4.4 ft 2.0 ft 8.7 sf 430 Ibs T35 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T38 T37 PARTIALLY ENCL 1.80 59.4 psf 3.9 ft 2.0 ft 7.7 sf 380 Ibs H1 C1 PARTIALLY ENCL 1.80 59.4 psf 5.7 ft 5.9 ft 33.3 sf 1647 Ibs H1 C1 PARTIALLY ENCL 1.80 59.4 psf 0.7 ft 5.9 ft 4.1 sf 204 Ibs H2 C2 PARTIALLY ENCL 1.80 59.4 psf 4.4 ft 6.2 ft 27.0 sf 1332 Ibs H3 C3 PARTIALLY ENCL 1.80 59.4 psf 4.4 ft 5.0 ft 21.8 sf 10741bs ~; KELLEY ENGINEERING SERVICES, INC. PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE SHEET ~ OF ZZ . S@CtlOn 3 Analysis of Uplift Forces. The roof, wall and foundation members are analyzed for Uplift Forces due to the Uplift Design Pressures calculated in Section 1. A continuous Toad path is provided ftom the roof members to the wall members to the foundation. Uplift Forces. The contributory uplift forces for each roof member are calculated in Table 1. The Uplift is reduced by the Roof Deadload. See the Roof Truss Plan for roof member locations and the Legend for abbreviations. Point Loads are due to concentrated loads where one roof framing member intersects another member. The contributing factor is calculated by (L - X)/L. LEGEND -See Figure 4 Roof Truss Plan for framing member locations. Tn =Truss Number TP =Top Plate Hn =Header Number TPE =Top Plate at Exterior Wall Cn =Column Number TPI =Top Platy at Interior Wall TPR =Top Plate at Rear or Right~Side TPF =Top Plate at Front TPL =Top Plate at Left Table 1 -Uplift forces on each roof member from contributory loads. Roof Deadload = 10.0 psf UPLIF T LIST ,r',~' ' P For Pt Loads, enter L in LENGTH Col, and X in S f.~~ ;~` ~: R WIDTH Coi. -Used to Calc. FACTOR (L-X)!L. ~k ~ ` - - #~~Fx ~~ ~ E A S E. W. T P ,~~ T< C S N- l A L L ` ~~ ~ ,~~' ; 'p` . R~~ ~ 1r O R T T E A F ~R'~ ~ . .T'~,A ti, E R E H H A D T . . T1 TP ENCLOSED 1.40 46.2 psf 18.5 ft 4.0 ft 74.0 sf 2679 Ibs T1 TP EAVE 2.00 66.0 psf ' 0.7 ft 2.0 ft 1.4 sf 78 Ibs T2 TP ENCLOSED 1.40 46.2 psf 18.5 ft 2.0 ft 37.0 sf 1339 Ibs T2 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T6 TP ENCLOSED 1.40 46.2 psf 17.5 ft 2.0 ft 35.0 sf 1267 Ibs T6 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T6 T13 ENCLOSED 1.40 46.2 psf 17.5 ft 2.0 ft 35.0 sf 1267 Ibs T11 TP PARTIALLY ENCL 1.80 59.4 psf 8.5 ft 2.0 ft 17.0 sf 840 Ibs T11 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T40 TP ENCLOSED 1.40 46.2 psf 8.5 ft 2.0 ft 17.0 sf 615 Ibs T40 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T27 TPE ENCLOSED 1.40 46.2 psf 8.5 ft 2.0 ft 17.0 sf 615 Ibs T27 TPE EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T27 TPI ENCLOSED 1.40 46.2 psf 8.5 ft 2.0 ft 17.0 sf 615 Ibs T18 TP PARTIALLY ENCL 1.80 59.4 psf 9.4 ft 3.5 ft 32.7 sf 1617 Ibs T18 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T37 TP PARTIALLY ENCL 1.$0 59.4 psf 2.5 ft 3.9 ft 9.6 sf 475 Ibs KELLEY ENGINEERING SERVICES, INC. PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE SHEET ' p OF l~ UPLIFT LIST ~ ~ : M`' "° ,~ ^~ ~~` ~ ~~~' ~'~' ~ ~1.T',. ... .~ -. ~~~ ~Y,~ ". „~~ ~ ~~ ~ ~~ ~t P~ ,. '`~~~'. E~ ' ". ~ F A C T O R P R E S S U R E For Pt Lpads, enter L in LENGTH Col. and X in WIDTH Col. -Used to Calc. FACTOR (L-X)/L. - L - - - --P --_ .E - ' ~W: ~ T "N '~ . ~ I A L - ~G~ ~, = D . R O T;~ T. ~ E ~A. ~ , ~H ' ~ ~ "H' ~ A ~ D U P L F T T37 TP EAVE 2.00 66.0 psf 0.7 ft 3.9 ft 2.7 sf 151 Ibs T37 T18 PARTIALLY ENCL 1.80 59.4 psf 2.5 ft 3.9 ft 9.6 sf 475 Ibs T25 TP PARTIALLY ENCL 1.80 59.4 psf 9.4 ft 2.0 ft 18.7 sf 924 Ibs T25 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T41 TP ENCLOSED 1.40 46:2 psf 9.4 ft 2.0 ft 18.7 sf 677 Ibs T41 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T44 TPE ENCLOSED 1.40 46.2 psf 9.2 ft 2.0 ft 18.3 sf 662 Ibs T44 TPE EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T44 TPI ENCLOSED 1.40 46.2 psf 9.2 ft 2.0 ft 18.3 sf 662 lbs T15 TPI ENCLOSED 1.40 46.2 psf 9.2 ft 2.0 ft 18.3 sf 662 Ibs T15 T13 ENCLOSED 1.40 46.2 psf 9.2 ft 2.0 ft 18.3 sf 662 Ibs T13 TPR ENCLOSED 1.40 46.2 psf 1.0 ft 6.2 ft 6.2 sf 223 Ibs T13 TPR POINT 0.96 N/A 12.3 ft 0.5 ft N/A 662 Ibs 635 Ibs T13 TPR POINT 0.80 N/A 12.3 ft 2.5 ft N/A 662 Ibs 527 Ibs T13 TPR POINT 0.63 N/A 12.3 ft 4.5 ft N/A 662 Ibs 420 Ibs T13 TPR POINT 0.47 NIA 12.3 ft 6.5 ft N/A 662 Ibs 312 Ibs T13 TPR POINT 0.31 NIA 12.3 ft 8.5 ft N/A 1267 Ibs 391 Ibs T13 TPR POINT 0.15 NIA 12.3 ft 10.5 ft N/A 1267 Ibs 185 Ibs T13 TPF ENCLOSED 1.40 46.2 psf 1.0 ft 6.2 ft 6.2 sf 223 Ibs T13 TPF POINT 0.07 N/A .12.3 ft 11.5 ft NIA 662 Ibs 431bs T13 TPF POINT 0.23 N/A 12.3 ft 9.5 ft N/A 662 Ibs 151 Ibs T13 TPF POINT 0.39 N/A 12.3 ft 7.5 ft N/A 662 Ibs 258 Ibs T13 TPF POINT 0.55 N/A 12.3 ft 5.5 ft N/A 662 Ibs 366 Ibs T13 TPF POINT 0.72 N/A 12.3 ft 3.5 ft N/A 1267 Ibs 906 Ibs T13 TPF POINT 0.88 N/A 12.3 ft 1.5 ft N/A 1267 Ibs 1112 Ibs T29 L1 ENCLOSED 1.40 46.2 psf 3.5 ft 2.5 ft 8.8 sf 3171bs T34 L2 ENCLOSED 1.40 46.2 psf 3.5 ft 2.0 ft 7.0 sf 253 Ibs T34 TP ENCLOSED 1.40 46.2 psf 3.5 ft 2.0 ft 7.0 sf 253 lbs T34 TP EAVE °' 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T33 TP PARTIALLY ENCL 1.80 59.4 psf 5.5 ft 2.0 ft 11.0 sf 543 Ibs T33 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T35 TP PARTIALLY ENCL 1.80 59.4 psf 4.4 ft 2.0 ft 8.7 sf 430 Ibs T35 TP EAVE 2.00 66.0 psf 0.7 ft 2.0 ft 1.4 sf 78 Ibs T38 T37 PARTIALLY ENCL 1.80 59.4 psf 3.9 ft 2.0 ft 7.7 sf 380 Ibs H1 C1 PARTIALLY ENCL 1.80 59.4 psf 5.7 ft 9.4 ft 52.8 sf 2610 Ibs H1 C1 PARTIALLY ENCL 1.$0 59.4 psf 0.7 ft 9.4 ft 6.6 sf 325 Ibs H2 C2 PARTIALLY ENCL 1.80 59.4 psf 4.4 ft 6.2 ft 27.0 sf 1332 Ibs H3 C3 PARTIALLY ENCL 1.80 59.4 psf 4.4 ft 5.0 ft 21.8 sf 1074 Ibs ~-- 16 ' 4 " --}--- 18 ' 8 " --{~ TY,O OIfA~u urw nG.'7 T3R .T 77 N N a O H W W S Q c-f c-t . - ' r-f ~ - Bbl ~ Ta S'OLVM AJ C I ~ 7 ~Tf ~ Tf T38 T1! T25 T ff4- -' -- T41 T40 T26 T 7 T44 T42 T45 T4 T46 -T -------------- -- T15 713 T28 T48 ~ i i T ~i T33 ~ ~ T35 T Q c-f ,~i w V U Z W p N W~ V ~ Z W W ~~ Z Z W W a W~ Z W C7 0 w a }m w z J V W -~ Y a ci CU 2~ ~. ~Q t-- ~ ~' LL ~ T ~ ~ TYT'. PoR~# ~):ADE(2•N2~ _ ro cownnJ ct I ~ o a 11 ~ ~ ~' ~ " ci n ~' ~- j- h << ~ ~ E 37' TYP PoRcl+ 1l~E,4pF2 ~N3 ~ TRUE TRUSS, I NC . Tn ceu,~fN •G3 10411 ALTA DRIVE x)08: 941029 P.B.D./WANG RES. JACKSONVILLE, FLORIDA 32226 (904) 757-7500 LOC: LOT #12 TIFFANY Scale: none DESIGNER: MEJ KELLEY ENGINEERING SERVICES, INC. PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE SHEET ~ 2 OF 2 Z Uplift Hardware/Connector Schedule. The total uplift forces for each framing member are listed along with the appropriate hurricane clip or connection hardware. A continuous load path is provided from the roof members to the wall members to the~~oundation. Certain detail sheets are included as noted. Table 2 -Summary of uplift forces and required connectors. UPLIFT HARDWARE /CONNECTOR SCHEDULE MEMBER SUPPORT UPLIFT S. E. METALS FAST'N TRUSS T1 (2 PLY) DBL TOP PLATE LEFT 2757 Ibs SEE NOTE BELOW ALIGN DOUBLE STUD UNDERNEATH TRUSS AND INSTALL (2)RTPGA836 TWISTED. WRAP ONE END OVER TRUSS AND USE 7-16d NAILS. EXTEND OTHER END ONTO STUD AND USE 7-16d NAILS. INSTALL 2 MORE RTPGA836 FROM BOTTOM OF 2ND FLOOR STUDS TO TOP OF 1ST FLOOR STUDS (14-16d NAILS). INSTALL (1)SGP-2 TO BOTTOM OF 1ST FLOOR STUDS w/ 14-16d NAILS AND 1/2" BOLT TO CMU WALL BELOW. TRUSS T1 (2 PLY) DBL TOP PLATE RIGHT 2757 Ibs ALIGN DOUBLE STUD UNDERNEATH TRUSS AND INSTALL (2)RTPGA836 TWISTED. WRAP ONE END OVER TRUSS AND USE 7-16d NAILS. EXTEND OTHER END ONTO STUD AND USE 7-16d NAILS. INSTALL 2 MORE RTPGA836 FROM STUDS TO HEADER OVER 4' GL BLK WINDOW. INSTALL 2 MORE RTPGA836 FROM WINDOW HEADER TO HEADER STUDS. lNSTALL (1)SGP-2 AT BOTTOM OF EACH SIDE OF WINDOW HEADER STUDS w/ 14-16d NAILS AND 1!2" ANCHOR BOLT TO CMU WALL. TRUSS T2 - T5 „~,_ DBL TOP PLATE 1418 Ibs (1)HDPT2 10-10d TRUSS T6 8 TT DBL TOP PLATE 1345 Ibs (1)HDPT2 10-10d TRUSS T13 1267 Ibs (2)SHP29 TOP MOUNT SEE MFR PLUS INSTALL (1)RTP18824 w/ 8-16d FROM TRUSS T6 & T7 TO T13 TRUSS T11, T12 & T74 DBL TOP PLATE /HEADER 918 Ibs (1)HDPT2 10.10d TRUSS T13 (3 PLY) DBL TOP PLATE REAR 2694 Ibs SEE NOTE BELOW ALIGN DOUBLE STUD UNDERNEATH TRUS$ AND INSTALL (2)RTPGA836 TWISTED. ,WRAP ONE END OVE AND USE 7-16d NAILS. EXTEND OTHER END ONTO STUD AND USE 7-16d NAILS. INSTALL (1)MTS27B R TRUSS TO BOTTOM OF 2ND FLOOR STUDS w/ 24-16d NAILS AND 3/4" BOLT TO CMU WALL BELOW. TRUSS T13 (3 PLY) DBL TOP PLATE FRONT 3060 Ibs SEE NOTE BELOW ALIGN DOUBLE STUD UNDERNEATH TRUSS AND INSTALL (2)RTPGA836 TWISTED. WRAP ONE END OVER TRUSS AND USE 7-16d NAILS. EXTEND OTHER END ONTO STUD AND USE 7-16d NAILS. INSTALL 2 MORE RTPGA836 FROM BOTTOM OF 2ND FLOOR STUDS TO TOP OF 1ST FLOOR STUDS (14-16d NAILS). AS ALTERNATE CONNECTION OF 2ND FLOOR STUDS TO 1ST FLOOR STUDS USE ONE MTS27B A7 BOTTOM OF 2ND FLOOR STUDS W/ 24-16d NAILS AND ANOTHER MTS27B AT TOP OF 1ST FLOOR STUDS. THRU BOLT THESE MTS27B TO EACH OTHER WITH 3!4" ALL THREAD. USE (1)MTS27B AT BOTTOM OF 1ST FLOOR STUDS w/ 24-16d NAILS AND 3/4" BOLT TO CMU WALL BELOW. THIS HARDWARE IS SEPARATE AND IN ADDITION TO ANY REQUIRED FOR SHEARWALLS. TRUSS T15 8 T48 TRUSS T13 662 Ibs (1)SHP29 TOP MOUNT SEE MFR DBL TOP PLATE INTERIOR 662 Ibs (1)RTP78824 8-16d TRUSS T18 DBL TOP PLATE !HEADER 1695 Ibs (1)HDPT2 w/10-10d and (1)HCPLR w/8-8d KELLEY ENGINEERING SERVICES, INC. PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE SHEET ' ~ OF ~ ~ UP LIFT HARDWARE /CONN ECTOR SCHEDULE MEMBER SUPPORT UPLIFT S. E. METALS FAST'N TRUSS T25 DBL TOP PLATE /HEADER 1002 Ibs (1)HDPT2 10-10d TRUSS T26 & T41 DBL TOP PLATE 755 Ibs (1)HDPT2 ` 10-10d TRUSS T27,T28,T30,T42,T43 DBL TOP PLATE EXTERIOR 694 Ibs (1)HDPT2 10-10d DBL TOP PLATE INTERIOR 615 Ibs (1)RTP18824 ~ 8-16d TRUSS T29 LEDGER L1 317 Ibs (1)FAP18 6-8d TRUSS T33 DBL TOP PLATE /HEADER 622 Ibs (1)HDPT2 10-10d TRUSS T34 DBL TOP PLATE 332 Ibs (1)HCPLR 8-Sd LEDGER L2 2531bs (1)FAP18 6-8d TRUSS T35 DBL TOP PLATE I HEADER 508 Ibs (1)HDPT2 10-10d TRUSS T37 DBL TOP PLATE 626 Ibs (1)HDPT2 10-10d TRUSS T18 475 Ibs (1)SHP29 TOP MOUNT SEE MFR TRUSS T38 TRUSS T37 380 Ibs (1)SHP29 TOP MOUNT SEE MFR TRUSS T40 DBL TOP PLATE 694 ibs (1)HDPT2 10-10d TRUSS T41 DBL TOP PLATE 755 Ibs (1)HDPT2 10-10d TRUSS T44, T45 8 T46 DBL TOP PLATE EXTERIOR 741 Ibs (1)HDPT2 10-10d .~_ DBL TOP PLATE INTERIOR 662 ibs _ (1)RTP18824 _ _ __ 8-16d PORCH HEADER H1 COLUMN C1 2935 Ibs (3)RS150 ~ 20-10d PORCH HEADER H2 COLUMN C2 13321bs (2)RS150 ~ 20-10d PORCH HEADER H3 COLUMN C3 1074 Ibs (2)RS150 20-10d INSTALL SAME NUMBER OF RS150 STRAPS AT ALL JOINTS IN COLUMNS TO PROVIDE CONTINUOUS LOAD PATH TO CMU WALL. ATTACH EACH COLUMN TO CMU WALL WITH TWO EMBEDDED PUP35 w/ 26-16d NAILS. ALL GABLE END TRUSSES TO PORCH HEADERS, INSTALL FAP18F w/ 6-8d @ 32" O.C. FROM TRUSS B01TOM CHORD TO PORCH HEADER. ALL GABLE END OUTLOOKERS TO GABLE END TRUSSES, INSTALL (1)HCPLR w/ 8-8d NAILS. AT 2 STORY SECTIONS: TYP DBL TOP PLATE TO STUDS (1)HCPRF @16"OC 12-8d TYP 2ND FLOOR STUDS TO 1ST FLOOR STUDS i (1)RS150 @32"OC 20-10d TYP 1ST FLOOR STUDS TO BOTTOM PLATE ~ (1)HCPRS @32"OC ----- _-___..._..- - . - 10-8d _ _ _ WALL TYP FLOOR JOIST SYSTEM TO CMU --- - SEE DETAIL ON SHEET S-L -- A 3 ""'"""'*'*"" NOTE """*' NOTE ***"" NOTE "**"* NOTE ****" NOTE ""******"****""* UNDER TRUSSES T2 - TT (BACK 18' +/. FROM FRONT OF 2ND FLOOR ON LEFT SIDE AND BACK 14' +/_ ON RIGHT SIDE): USE (1)PBS-24 @ 16" OC AND 12-10d NAILS FROM. DOUBLE TOP PLATE TO 2ND FLOOR STUDS. DECREASE SPACING OF RS150 AND HCPRS TO 16" O.C. - ***"***"*"" NOTE *""'"` NOTE **'*" NOTE *""'" NOTE "**"* NOTE *#I~11*k"•A"RRrw"* AT 1 STORY SECTIONS: TYP DBL TOP PLATE TO STUDS (1)HCPRF @16"OC 12-8d TYP STUDS TO FOUNDATION (1)HCPRS @32"OC 10-8d KELLEY ENGINEERING SERVICES, INC. PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE SHEET ~ ¢ OF 2 G, - UPLIFT HARDWARE /CONNECTOR SCHEDULE MEMBER SUPPORT UPLIFT S. E. METALS FAST'N SEE HEADER UPLIFT TABLE ON SHEET S-1 FOR HEADER CONNECTIONS. SEE DETAIL ON SHEET S-1 FOR REQUIRED HARDWARE ON INTERIOR BEARING/UPLIFT WALLS. SEE DETAIL ON SHEET S-1 FOR REQUIRED HARDWARE ON INTERIOR SHEARWALLS. ANCHOR BOLTS -1/2" DIA x 12 ANCHOR BOLTS w! 2" x 2" x 1/8" PLATE WASHER AT 24" OC. WALL SHEATHING -NAIL ALL 7/16" OSB OR 1/2" CDX PLYWOOD WALL SHEATHING w/ 8d COMMON WIRE NAILS C~ 4" OC EDGES AND 6" OC FIELD. ROOF SHEATHING - NAIL ALL"CDX PLYWOOD ROOF SHEATHING w/ 10d COMMON WIRE NAILS @ 6" OC EDGES AND 6" OC FIELD. DECREASE TO 4" OC OVER GABLE END TRUSSES. TOE NAILS -TOE NAIL ALL TRUSSES TO DOUBLE PLATE w/ 2 PCS 12d NAILS EACH SIDE. THIS REQUIREMENT IS IN ADDITION TO THE SPECIFIED HURRICANE CLIP/HARDWARE. KELLEY ENGINEERING SERVICES, INC. SHEET ~,~ of ?2 PELICAN BAY DEVELOPMENT, THE WANG RESIDENCE S@CtlOn 4 Analysis of Lateral Forces. Framing members are analyzed for maximum induced bending moments due to the Lateral Design Pressures calculated in Section 1. The Uplift at window/door headers is also calculated. M~ =Maximum induced bending moment = (wLZ)/8 MAUOw =Allowed maximum bending moment = Fb x Z = Fb x (bd2)/6 ,; Fb VALUES FROM SSTD 10-93 (All factors have been removed). Species Fb b d SPF #2 2x4 1186 psi 1.5 3.5 SPF #2 2x6 1038 psi 1.5 5.5 SPF #2 2x8 963 psi 1.5 7.5 SPF CG 2x4 850 psi 1.5 3.5 SYP #2 2x4 1500 psi 1.5 3.5 SYP #2 2x6 1250 psi 1.5 5.5 SYP #2 2x8 1200 psi 1.5 7.5 SYP CG 2x4 1100 psi 1.5 3.5 Form Factor- Cf 1.10 Repetitive Member Factor - Cr 1.15 Load Duration Factor - Cd 1.60 WALL PRESSURE 36.3 psf TnTnl III IMRFR nF FI III HT DTI lr)S RFCJI IIRFn (FnR WINDOW/DOOR OPENINGSI ~,. s~ ~' vs,;~~t '~~ D~$,~ ~ T10N ~., ~ ,~:~~ ~ LUMBER Fb CfCdFb Mnuow WIDTH ~;:~ , . .., WALL HT ~ M~ TOTAL # STUDS USE EA SIDE Front Entry SYP #2 2x8 1200 2112 29700 in-Ibs 5.5 ft 21.1 ft 133330 4.5 3 Stairwell 2' GL Block SYP #2 2x8 1200 2112 29700 in-Ibs 2.0 ft 21.1 ft 48484 1.7 2 Stairwell 4' GL Block SYP #2 2x8 1200 2112 29700 in-Ibs 4.0 ft 21.1 ft 96967 3.3 2 Stairwell Exter. Door SYP #2 2x8 1200 2112 29700 in-Ibs 2.7 ft 21.1 ft 65453 2.3 2 Grnd Floor to 6' Wide SPF #2 2x6. .1038 1826 13810 in~lbs ~ 6.0 ft 10.1 ft 33327 2.5 2 Great Rm 6068 SGD SPF #2 2x6 1038 1826 13810 in-Ibs 9.5 ft 10.1 ft 52768 3.9 2 Dining 5050 Fixed SPF #2 2x6 1038 1826 13810 in-Ibs 8.5 ft 10.1 ft 47213 3.5 2 Dining 6' SGD SPF #2 2x6 1038 1826 13810 in-Ibs 6.0 ft 10.1 ft 33327 2.5 2 Mast Ste 2-3068 FR. SPF #2 2x6 1038 1826 13810 in-Ibs 10.0 ft 10.0 ft 54450 4.0 2 NOTE: Some window header studs may be replaced with CMU walls to control shear. See rioor runs. oGnr rrr?r=n nnl_rrFnITFR_CPa[~INf~ nt=.STt lf)S IFOR WALL FRAM{NG) '-'.DESCRIPTION `: ' LUM43ER Fb CfCdCrFb MALLOW WALL HT' MMgx GUIDE USE Ground Floor (Typ.) SPF #2 2x6 1038 2100 15881 in-Ibs 10.1 ft 5555 in-Ibllf 34 16 in OC 2nd Floor (Typ.) SPF #2 2x4 1186 2400 7350 in-Ibs 10.0 ft 5445 in-Ib/If 16 Next Size 2nd Floor (Typ.) SPF #2 2x6 1038 2100 15881 in-Ibs 10.0 ft 5445 in-Ib/If 35 16 in OC Foyer Stair Well SYP #2 2x6 1,250 . 2530 19133 in-Ibs 21.1 ft 24242 in-Ib/tf 9 Next Size Foyer Stair Well SYP #2 2x8 1200 2429 34155 in-Ibs 21.1 ft 24242 in-lb/If 16 12 in OC IIPI IFT AT EACH SIDE OF'HEADERS °i ' ~'' ROOF OC HEADER TOP BOTTOM DESCRIPTION UPLIFT: SPACE WIDTH UPLIFT/SIDE SEMCO TYPICAL 2ND FLOOR OPENINGS: (1)RS150 (1)RS150 TYPICAL GROUND FLOOR OPENINGS: (1)RS150 (2)HCPLR Stairwell 4' GL BLK 1418 Ibs 2.0 ft 4.0 ft 1418 Ibs (2)RS150 (1)SGP-2 k* k* "TYPICAL UPLIFT CONNECTORS SHOWN MAY BE SUPERCEDED BY HEAVIER CONNECTOR REQUIRED BY SHEARWALL OR CONCENTRATED LOAD. SEE FLOOR PLANS AND ELEVATIONS FOR DETAILS. NAILING: RS150 use 20-10d; HCPLR use 8-8d; SGP-2 use 14-16d nails and 1/2"anchor bolt. I` ~,, a .~. RAFTER TIE ®T'b1 Southeastern Metals Technical Support (800) SE SPECS (737-7327) Design Features: Tie straps meet a variety of application and design load conditions and specifications. • Use when tying rafters to plate, anchoring studs to sill, framing over girders and bearing partitions MateCials: 20 - 10 gauge galvanized steel Loads: 633 - 5916 lbs. 1" WIDE 2~ GAUGE STRAP SIZE- PRODUCT GAUGE DIMENSIONS FASTENER SCHEDULE' ALLOWABLE LOADS " . PER CTN (In.} CODE W 'L NAILS WIND UPLIFT 9 RTP2089 20 1 9 4-10d 633 10D 12'" `'RTP20812 20 i 12 6-i0d 633 100 14 RTP20814 20 1 14 7-10d 633 100 16 : "`RTP20816 ~" ~' 20 1' ~ 16 ' s7-10d 633 100 18 RTP20818 20 1 18 7-10d 633 100 20 ~RTP20820 20 1 20 7-tOd 633 50' 22 RTP20822 20 1 22 7-tOd 633 50 ° 24'"- =' RTP20824 ~ 20 ' 1 24 .~- 7.10d ,633 , ' 50 1" WIDE 1R GAUGE STRAP SIZE ~~~ ~ PRODUCT GAUGE '~'"~ `" DIMENSIONS FASTENER SCHEDULE `ALLOWABLE LOADS PER C N (in.) `CODE W L `NAILS WIND UPLIFT T 8 RTP1888 18 1 8 4•t6d 716 100 10 RTP18810 18 i 10 5.16d 895 100 12 RTP18812 18 1 12 6.16d 1020 ~ 100 14 ' RTP18814 18 f' 14 i >Z-16d 1020 100 16 RTP18816 18 1 16 8-16d 1020 100 i8' RTP18818 18 1 18 ~ '8.16d 1020 100 20 RTP18820 18 1 20 8-16d 1020 50 24 ~ ^ RTP18824 18 1,' : 2G 8.1 Gd 1020. 50 28 RTP18828 18 1 28 8-i6d 1020 50 30 ' RTP18830 18 1 30 8.16d 1020 50 36 RTP18836 18 1 36 8.16d 1020 50 1" WIDE 14 GAUGE STRAP , SIZE PRODUCT ` GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS PER N C (in:} CODE W L NAILS WIND UPLIFT: T 8 RTPGA88 14 1 8 4.16d 728 100 10 RTPGA810 14 1 10 5.164 910 t 00 12 RTPGA812 14 1 12 6-16d 1092 100 ~14 'RTPGA814= 14 1 14 7.16d 1274 100 16 RTPGA816 14 1 i 6 8-16d 1456 100 38 RTPGA818 14 1 18 9.16d 1638 100 " 20 RTPGA820 i4 1 20 10-16d 1736 50 24 RTPGA824 ' " 14 1 ` 24 12-16d ~ 1736 50 28 RTPGA828 •}4 1 28 14-16d 1736 50 30 RTPGA830 14 1 30 14.16d 1736 50 36 PGA836 14 1 36 14-16d 1736 50 ~L(zZ 06060JSEM Buyline 9244 EUWLFASTENERS EQUAL FASTENERS 6 EACH SIDE a EACH SIDE Example for 1" & 1 1/2" wide x 12" long rafter tie. Use specified fasteners each side in schedule listed to achieve values indicated. L FLAT RTP TWISTED FOOTNOTE: Other lengths and gauge sizes available. See truss anchor page 30 for lateral loads. INSTALLATION: Use all specified fasteners each side in schedu{e to achieve values indicated. SEE GENERAL NOTES: 1, 2, 3, 6 CODE COMPLIANCE: S.B.C.C.1. #9166, METRO DADE COUNTYREPORT #91-0702.9 When ordering please specify "F" for flat or "T" for twisted. 27 ~~(~z Tn, 06060/SEM Buy{ine 9244 ` ~ Southeastern Metals ~. Technical Support (800) SE SPECS (737-7327) GIRDER-TRUSS STRAP ~~ ~W Design Features: Ideal for girder truss connections were there is a high uplift load requirement. f~ • Anchor bolt to sill and nail on strap connector. ~>' • Washer plate adds increased resistance to wind uplift. 3"x3"xi/4" ~ H ~~ Materials:. 14 & 10 gauge galvanized steel strap, 1/4" & 3 gauge steel plate. square f:' Loads: 1480 - 4490 lbs. washer I•°; ALLOWABLE GAUGE DIMENSIONS FASTENERS LOADS PRODUCT PER CODE ~ STR AP ~ ~ CTN STRAP PLATE W L H SILL NAILS BOLTS NAILS BOLTS. " ' L " 4.16 ,~~P~ 14 1/4 15/8 4 181/4 (1)1/2 BO T 232 15-10d ---- ..;MT 27 ~ '~ ~~ 10 ~ ~~- ~ 3 21116 ~ ~2.5i8,. 27 (1)314" BOLT. 24-16d (4)-1/2' ~~449 FOOTNOTES: Use all specified fasteners in schedule to achieve values indicated. `~ SEE GENERAL NOTES: 1, 2, 3, 6, 8, 9 CODE COMPLIANCE: Engineers sealed approval available upon request. In the submittal process for review. "=, /~ ~Y . ITS ~..~;. HOLD DOWN ANCHOR 1 Design Features: Ideal for shear walls and vertical posts. Loads: 1860 - 15,630 Vbs. Materials: See chart DIMENSIONS 80LT SCHEDULE EMBEDMENT MIN END DESIGN LOADS (LBS:)' ' PRODUCT STEEL. C . ANCHOR BOLT DIST. STUD THICKNESS (INCHES) PER CTN CODE yy H D CL HES). (IN TO.STUD TO SILL 2000 PSI INCHES ,1 1/2 3 3112 5 112 ADS-2 2 5/8 8 2 3/4 1 1/2 12 GA. (2) 5/8 (1) 5!8 12 4 3l8 1860 3330 3325 3315 25 ADS-5 ' 31/2 93/8 3 7/B 21/i6 10 GA. (2) 3(4 (1) 314 14 ;..5114 2250 ' 4430 4800 4775 12 ADS-7 31/2 14 3/4 3 7/8 23/16 1/4 (3) 7/8 i (1) 1 1(8 19 61(8 3830 7670 9010 9705 6 - ADS•20" 43/4' 203/4. 4 U2 23!8 1/4 (4j 1 (ij t il4 26 7 5180. 10215 13465 ` 15630 1 AD-2 23/8 6 3 13/8 3/16 (2) 5/8 (1) 5/8 12 4 3(8 1905 3375 3370 3355 10 AD•5 3 61/4 31/2 2118 • > 3/16 (2) 3!4 (1j 3/4~" `14 51(4 2270 ` °4465 ,'4848 ~~4815, - "10 AD-6 3 121/2 31/4 1 7/8 1/4 (3) 3/4 (1 j 1 15 51/4 3365 6620 7275 7254 5 AD-7. 3112 113/4. 33/4 2118 " 114 (3) 7/8' ` (1)1 1/8 18 61/8 3820 7655 8990 <9730 5 AD-9 31/2 161/2 41/2 21/8 1/4 (3)1 (1)1 1/8 25 7 4240 6675 10230 12510 1 AD-12 3-1/2 201/2 ".41/2 2118 1/4 (4)1 (1)1 1/8 ` 30 7 5020 `10215 -•13120 ?15630 " ~1 ; AD•15 31/2 241/2 41/2 21/8 1/4 (5)1 (1)1 1/4 30 7 5180 10215 13465 15630 1 FOU t NU 1 C5: veSlgn loans nave peen uicreaseo ouzo wr wnw. 'Design loads shown are for connection to stud. Inquire to verify adequacy of product in cement. To order product with hot dipped galvanized finish, add HDG to Block number, as in AD-2HDG. Inquire io determine adequacy of stud to resist published loads. SEE GENERAL NOTES: 8, 9 CODE COMPLIANCE: Engineers sealed approval available upon request. t~ i H ~® H li ,\ r ~W i i ~W !p , ~~~ ~~ ~~~ ADS2 & 5 < -~'~ ~ ~ p`p6 ADS7/9/12/15 & 20 ,_ SGP AD2, 5 & 7 39 Ig(22 ''"' Corporate Headquarters 11801 Industry-Drive ' Jacksonville,'Florida 322y 8 SOl~tj26CLSte1"Yl MBtltllS _ National Wats (800j 874-0335 Technical Support (800) SE SPECS;(737-7327)_ Mlami wats(soo) sau~4ss _~..~ ~ ~ ~ TRUSS TIE DOWN STRAP (Sanibel Strap) Design Features: Provides additional increased resistance to wind uplift to secure rafters and trusses to wall studs, top plates or HDP2X concrete tie beams. ts• • A11ow for up to 1 1l4 inch of horizontal movement. '`~ Materials: 18 gauge galvanized steel Loads: 320 - 1880 lbs. 1 3/4' 1/4' \ HDP2XD ,r,. \l 1 3/4' 1 5l8" ~ HDPT2 *~ ~,~ 61/a"SINGLE ~ l PRODUCT FASTENER SCHEDULE ALLOWABLE LOADS pER SIZE CODE GAUGE HEADER'=~~ WIND UPLlFT• CTN FASTENERS IN WOOD 2X HDP,2X '18' °'"10,tOd. ~~~ ~ ~-1566 ~ • ._ ~25u; 2X (2) HDP2XD t8 12-10d 1880 25 FASTENERS IN CONCRETE' 2X ~ HDP2X ~' 18 `~-NK or DN ~; ~~,'<1566,' ` ~ ' 25 ,' 2X (2) HDP2XD 18 8-NK or DN 1880 25 FOOTNOTE: Fasteners are placed on model #HDP2X each side of truss, 2 in the top layer and 3 in the bottom layer of the double top plate members. Fasteners are placed on model #HDP2XD each side of the truss, 3 In each layer of the double top plate members. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. Power actuated hardened nail, fastener = DN.`.~. Hardened concrete screw type fastener = NK Consult Tastener manufacturer for installation information. SEE GENERAL NOTES: 1, 2, 3, 6, •7 CODE COMPLIANCE: S.B.C.C.I. #9166, METRO DADE COUNTY REPORT #91-0830.8 ~~4„ Patent Pending TRUSS TIEa~DOWN STRAP (True Tie) .ALTERNATE FASTENING SCHEDULE' FOR VARIOUS'UPLIFT LOADS TOTAL~NUMBER OF FASTENER FASTENERS SIZE 2 4 6 ``:g•s; ~i0 12' 8d 320 640 960 1280 1333 1333 1bd~ ~°- 387 X774 .1162 .1333 X566? 41880, FOOTNOTE: Fasteners are placed on each side of the truss into the top & bottom layer of the double top plate members in equal quantity. Fasteners shall not be less than 1/4"from the edge of the strap and spaced not less than 3(8" from the edge of the framing member. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1, 2, 3, 6, 7 CODE COMPLIANCE: Engineers sealed approval available upon request. In the submittal process for review i 3/4" PRODUCT LATERAL LOADS PER CODE DESCRIPTION GAUGE Al . CTN 4.10d HDPT2 Single True Tie 18 450 50 >' HDPTD Double Trtte Te 18 450 50 ROLLED STRAPPING Design Features: Rolled strapping meets a variety of applications and specifications. • Use for wall bracing or cut to length strapping at site. • Product code stamped every 6" along strap for easy identification. Materials: 16 gauge galvanized steel Loads. 1040 lbs. DESIGN RODUCT GAUGE PRODUCT CUT LENGTH END 'NAfL LOADS PER CODE DESCRIPTION LENGTH SCHEDULE CTN 100% 160% " ' Clear Span + 26" 13" 24-8d 1040 1040 1 RS150 16 1 1!4 X 150 Clear Span + 22" 10" 20.1 Od 1040 1040 1 FOOTNOTE: Other lengths and gauges available. INSTALLATION: Use every other nail hole to achieve code required minimum on center spacing for specified nails. SEE GENERAL NOTES: 8, 9 CODE COMPLIANCE: Engineers sealed approval available upon request. ~, 26 , ~~~~`. ,~~ ,~ ~~ l! ~~ I''J(Z ~ _ _ ~'~"' Corporate Headquarters x. 11801 Industry Drive r Jacksonville, Florida 32218 - " SOZ>Lt/~BClStej"IZ MBtCIZS National Wats (800)..874-0335 Technical Support(800) SESPECS.(737-7327) , Miami Wats(8oo)•sao-4981yr STRAP TRUSS~HANGER • ~? „~- Design Features: This multi-purpose truss hanger design bends to fit a variety of ;~ configuratioris including overhang or face mount installations. Materials: 18 -16 gauge galvanized steel " Loads: 538 - 4712 lbs. TOP MOUNT SHP .~/o ~ / ~w.~~ ~ ~~~~~ ~ BS DIMENSIONS ' FASTENER ALLOWABLE LOADS SCHEDULE PRODUCT PER SIZE CODE GAUGE HEADER NORMAL MAX " WIND CTN W H BS JOIST DESIGN . ~ -TOP FACE LOAD _LOAD UPLIFT 2X SHP29 18 15/8 91/2 21/2 4.16d: 14-16d 6-tOd 2610 3262 1076 50 2 HP213 18 15/8 131/2 21/2 4.1titl 14-16d 6.10d' '-'2610 3262 ''1076:• <'20' 2X SHP218 18 15/8 171/4 21/2 4.16d 22-16d 6-10d 3400 3400 1076 50 FA[`F MAI INT 2X ~SHP29 18 ; ' L518 91/2 2 1/2 - 26-16d 3.16d . "2750 3400 538 50 %% 2X ' SHP213` 18 1 5/8 13 112 2112 26.16d 3.16d 2750 3400 538. 20 2X SHP218 18 1.5/8 171/4 .21/2 26.16d; '3.16d " 2750 3400. " 538 ' : '' 50 FACE MOUNT TOP MOUNT ~«. - irva i N~~N i wrv: use an specinea rasteners m scneowe to acnieve values maicatea. ~'~ Strap to be field-formed over the header a minimum of 11/2", for top mount. Y SEE GENERAL NOTES: 1, 2, 3, 4, 5, 6,10 CODE COMPLIANCE: S.B.C'.C.I. #9166, #9320, METRO DADE COUNTY REPORT #92-0830.4 MINIMIIM NGII INr _ T(1P M(111NT PRODUCT DIMENSIONS HEADER DEPTH FASTENER SCHEDULE ALLOWABLE LOADS .WIND PER SIZE CODE GAUGE W HEADER UPLIFT CTN H BS MIN. MAX. TOP FACE JOIST 100% 115% 125% 2X MSH-222 18 1 5/8 23 13/4 91/4 191/2 (4)10d (2)10d (4j 10d X 1 1/2 2020 2080 2115 595 25 4X MSH-413 16 3 5/8 12 5/16 1 3/4 9 1/4 9114 (4)10d (2)10d (4)10d 2210 2210 2210. 605 50 4X MSH-418 i6 35/8 171/2 1 3/4 91/4 13114 (4j tOd (2) tOd (4) 10d 2210 2210 2210 605 25 4X MSH-422 16 3 5/8 ' 22 1 3/4 91/4 20 (4) lOd (2)10d (4)10d ' 2210 2210 2210 605 ` ' 25 MAXIMUM NAILING -FACE MOUNT 2X MSH-222 18 1 5/8 23 1 3/4 22 1/2 (22) 10d (4) 10d X 1 1/2 2020 2080 2115 595 25 4X .MSH-413 16 3 5/8 125/16 1 3/4 121/4 (12)10d (4) 1Od 1345 1545. ;1680 ''605 .- ' S0 4X MSH-418 16 35/8 171/2 1 314 171/2 (16) 10d (4) tOd 1790 2060 2240 605 25 4X MSH-422 i 6 3 518 22 ': i 3/4 2f 3/4 (22)10d (4)10d 2465 '.2835 3080 605 ~ ~ 25 ;: INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. Strap to be field-formed over the header a minimum of 11/2". SEE GENERAL NOTES: 8, 9 CODE COMPLIANCE: NER PENDING ~ _4~- I• '• I. i. ~ ~H } E •~I , - yr - Bs a--1 '. HHP ~ ~I ' ;i{ - / - '`I -- ` ~~s. ~;n j/ ;;I- (: ~ ' Left Skew Shown SKEWED HIP TRUSS HANGER (BOX TYPE) Design Features: • Engineered for easy installations with convenient straight nail in design provides time saving proper installation. Materials: 16 -14 gauge galvanized steel Loads: s~~ - Bann Ins DIMENSIONS FASTENER ALLOWABLE LOADS PR DU T SCHEDULE NAILS ONLY p SIZE O C GAUGE ER CODE ' NORMAL MAX.. .WIND' CTN W H BS HEADER JOIST. 'DESIGN . LOAD LOAD UPLIFT -, 14 19/16 18 3 16-16d 4-16d 2400 2400 675 20 2X18 HHP218 16, 18 1 9/16 18 3 9.16d 4-t6d 1314 1642 675 20 3X18• HHP318 16, 18 2 9/16 18 3 9.16d 4.16d 1314 1642 675 ' 20 4X18 HHP418 14, 16, 18 3 9/16 18 3 9-16d 4-16d 1314 1642 675 20 FOOTNOTE: All loads shown above are at normal duration except as otherwise shown. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1, 2, 3, 4, 5, 6, 10 CODE COMPLIANCE: S.B.C.C.I. #9166, #9320, METRO DADE COUNTY REPORT #91-0702.3 AND #92-0830.5 To order Right Skew, add R; to order Left Skew, add L )~ >>i ~l ~%7 '{ 2D/22 ~r:~r ~'outheastern Metals ~. Technical Support (800) SE SPECS (737-7327) HURRICANE ANCHOR Design Features:, • These ties add increased resistance to wind uplift. • Precision preformed galvanized steel. • Eliminates toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. • Saves labor costs. Materials: 20 -18 gauge galvanized steel Loads: 60 - 990 lbs. , ~~ A2 DIMENSIONS ~ FASTENER SCHEDULE ., ALLOWABLE -LOADS PER DESCRIPTION PRODUCT CODE GAUGE W H RAFTER PLATE STUD LATERAL WIND CTN Al A2 UPLIFT Re ular HCPR &HCPL' 20 1 1/2 5 4-6d 4-6d 4-8d` 95 145 458 500 g 4-8d 4.8d 4.8d' 95 145 611 500 .'Long Tie' HCPL HCPLL 20 1 1/2 6118 4-8d 4-8d 4-8d` 180 60 611 100 Dbl. Long Tie RT10 20 1 1(2 10112 5-Bd X1 112 8-8d 5-8d Xt 1/2 115 95 764 100 Reversible RT12 18 t 1/2 4 5(8 4-8d 4-Sd 4-Sd` 130 100 611 100 Truss Tie HCPTA 18 2 1/2 20 8•tOd ---• 8-10d -•-• ---- 990 50 r'" v • H LONGTIE • _o FOOTNOTE: May be installed on each side of rafter for twice the loads when the ratter thickness is a minimum of 2 112' or diagonally when rafter is 1 1/2". Regular and Longue hurricane anchors also available in 18 gauge. 2-16d toe nails from truss to top plate equals 3001bs, additive to listed lateral loads parallel and perpendicular. `Attemate stud plate application. INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. DOUBLE SEE GENERAL NOTES: 1, 2, 3, 5, 6, 10 CODE COMPLIANCE: S.B.C.C.I. #9166, "S.B.C.C.1. #9320 METRO DADS COUNTY REPORT #92-0830.6 LONGTIE m REGULAR ~••• Wes' Al s '=~ Halter application , ~'il~' Di ~'~ AS o I REVERSIBLE H e o Al ,. 06060/SEM Buyline 9244 TRUSS TIE HCPTA RT10 A A2 ~'II I ~~ I" `7.. May he installed on each side of ratter for twice the loads when the rafter thickness is a miminum of 21/2" or diagonally when rafter is 1 112". ~J flatter application ~~ ~~;-, ~J~~/~' I ql ~~,) ~~~~ ~ i .f /~ - ud pplication 'cat Lion ~; - HCPR/L HCPLR/LL (Available in left or right) (Available in left or riglil) Rafter application >,.r ~ ~ a /~'. j % r ties installed diagonally ,across from each otltcr f-___- _ - --I 1. ~-'~ Stud application Il <' ~.~ , RT12 lies installed hack-lo-back 23 .,.~., ___, ~' Southeastern Metals ~ ~; • ; _ Technical. Support (800) SE SPECS'(737-7327). STUD PLATED SHOE )esign Features: • Protects plumbing, electrical lines, intercom and alarm Aaterials: systems against piercing by nails, screws or power Hailers. ~~,, 18 gauge galvanized steel -~i `~ II 't SI PRODUCT : ' DIMENSIONS pEFt` ZE;. ; °CODE GAUGE ~~_W H CTN~~ Single S-2 18 1 9/16 5 7/8 50 Double' S-4 18 31/16 " 5 7/8 50 UNIVERSAL FRAMING ANCHOR Design Features: Multi-purpose easy to use anchor for almost any wood connection task. • Anchors rafters and wood roof trusses to plates. • Anchors floor and ceiling joists to headers, and solid blocking to plates. • Use as 90° framing angles to join posts to beams and make. other right- angle connections. • .Anchors are readily bent on the job for any of six right-hand or left-hand configurations. Material: 18 gauge galvanized steel ,,~, Loads: 274 - 743 lbs. y ~„ ALLOWABLE LOADS h SIZE PRODUCT GAUGE FASTENER PER ..CODE SCHEDULE A' B "C D E CTN as~e' o `o 4 5/8 FAP18 18 6-Bd 628 274 743 100 0" ° 4 5/8 FAPt 8 18 6-8d 743 743 100 - 3 FAP18S 18 4-8d 611 100 ~-~-~ 21I~2 Corporate Headquarters 11801 Industry Drive Jacksonville, Florida 32218 National Wats (800)'874-0335 Miami Wats (800) 640-4981 ~}) ~ !`~ i FAP18S FAP18 i ~ B,~W II ~ ~,\ H ~ ~K ~. = CLP \.,.~ _ _ I~ ~i -\ `~; FOOTNOTE: Recommended nails, 8d INSTALLATION: Use all specified fasteners in schedule to achieve values indict' ' SEE GENERAL NOTES: 1, 2, 3, 4, 5, 6 CODE COMPLIANCE: S.B.C.C.I. k9166 ~"; ` ~ /~ H ~: , ~ S~2 & S-4 ~~ , ~ ~ ~ _ ~~I L ' '~ `" i ~~ E ~ I _ ' .~ ecrr ~"- ~~ ~ ~ E;,1~:~~ , I ~ ~~ 'd ~~~jl1 ~ (~)I; I U,i FAP18F FRAMING ANGLE Design Features: Connect posts to beams or plates, beams to girders, solid blocking to plates, and for other connections. • Precision-formed angles assure square (right angle) connection; . pre-punched nail holes ensure adequate nailing, eliminate time; consuming, unpredictable toe-nailing. Material: 16 gauge galvanized steel S PRODUCT DIMENSIONS ~ PER IZE CODE GAUGE W ^~H BD CTN 11/2 CLP15 16 21/2 11/2 11/4 100 3 CLP3 16 21/2 3` 11/4 100 5 CLP5 16 21/2 5 11/4 50 32 I ~ •~ • 45/8' J/ I•'' 'iz• R ~:1 ' i z4~z ~ j ~~"' Corporate Headquarters --- U `~ '~II~ ~ 11801 Industry Drive Jacksonville, .Florida 32218 SOUthetxStE't'n ('VIetCZIS National Wats (800) 874-0335 ,: • , Technical ,Support (800) SE SPECS (737-7327) Miami Wats (800) 640-4981; RAFTER CLIP /STUD PLATE Design Features: A fast, economical tie to secure rafters and trusses to wall studs and top plates and from studs to sil{ plate. Materials: 20 - 18 gauge galvanized steel Loads: 235 - 1075 lbs. i ve", ~t l ~ _.. wz~~ HCPRF ;i ` \ \~ . '~?\_ ~~ - ~. \ A2 Stud aq~lication PRODUCT DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS PER DESCRIPTION CODE GAUGE FNi W2 fi TRUSS PLATE LATERAL.. yylNp CTN 1 STUD - A7 A2 UPLIFT . 6-ed 11.8d ---- ---- 849 100 5-Way Grip Clip CLP5W 18 1 9/16 3 3/4 ,; 6-6d 11.6d --•• --•- 630' 100 Rafter Clip / 6-8d ' ' 6-8d 849 Double Stud Plate CPR. 18 1 9/16 51/4 5 1/4 6-6d .6-6d 395 235 720 100 Raster Ciip ! 5-ed 5.8d 764 Single Stud Plate pR 18 1 9/16 5 1/4 4 3/8 6.6d 6.6d 395 235 600 100 Rafter Clip HCPR3 18 2 9/16 61l4 5.114' 6.6d 6-6d 395 235 720 ` 100 Rafter Clip HCPR4 18 ` 3 9/16 71/4 3112 6-6d 6.6d 395 235 720 100 ,.;?ingleStudPfate PBS-22 '' ; 20 1 9/16 ;31/2 '"43/8 4-10d, 4-10d -•-- --- Z15 '100 DoubleStud Plate PBS-24 20 1 9/16 3 1/2 5 5/8 6-10d 6-10d -••- ---- 1075 20 INSTALLATION: 2-16d toe nails from truss to top plate equals 300 lbs. additive to listed lateral loads parallel and perpendicular. Use all specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1, 2, 3, 5, 6, 8, 9, 10 CODE COMPLIANCE: S.B.C.C.i. #9166, #9320 METRO DADE COUNTY REPORT •#91-0702.4, #93-1106.4 HCPRS A2 ~ ~/~~ 9/16" .~ 5 1/4" 41 ~~ ~ ~'L-w~ wx ~~ C ,~~/~ siluQ ~ H ~~ i'~'~ PBS22 PBS24 `W. .`, , /// J it '~ SCISSOR TRUSS CLIP Design Features: Specifically designed to prevent uplift for scissor trusses. • Allows for up to 1 1/4 inch of horizontal movement. Materials: 16 gauge galvanized steel Lnarts: 9n5 Ihs_ ti \;; ~~ ~~i -~ I ~~~ ~ _ i, .., fir, , „~• III SIZE PRODUCT GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE 'LOADS - PER CTN CODE W D TRUSS PLATE .WIND UPLIFTS 2X4 Top Plate STC-24 16 3 9116 1 5/8 (5)10d (6)10d 905 50 2X6 Top Plate ` 'STC-26 16 51/2 1 5/8 '(5)10d ; (6)10d; 905 25 .. 2X8 Top Plate STC-28 i6 71/4 i 518 (5)10d (6)10d 905 25 FOOTNOTES: Uplift Loads have been increased 60°!° for wind. INSTALLATION: Use ail specified fasteners in schedule tp achieve values indicated. SEE GENERAL NOTES: 8, 9 CODE COMPLIANCE: Engineers sealed approval available upon request. ~ c} t;~ ,~ m ~~ -~1t3 ICA CIF ~pE S~ R~ T FOR THE SEA TIFFANY BY E A pUN 4129~HpU USS iN as his ink TRUE T ova, 'l'lie en&~S fur 471 ~ ~~ for ~~ ~ ~t~clancG yrtth ~°~ant d~8° °~a~'. ~ bcla are a list ~ ~ ~C'~ ~' 21H 23, for ee-ah CO 'T1v~ nu ~ 9~~vtaaa of prof ~f~i~ R ~,~ 1 THIS OMG. PREPARED FROM COMPUTER INPUT'1L0A05 C OI aOVIDE UPLIFT CONNECTIONS AT BEARINGS AS I dFRS UPLIFT (Lel: 680 680. . =ARING LOC. (FT): 0.00 36.54 aUSS DESIGNED FOR 1!0.00 MPH WIND.~37.67 F ITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 391 STANDARD BUILDING CODE. ENCLOSED OR FU aUSS DESIGNED WITH EOUAL LENGTH PANELS UNL RIGID CEILING OR CONTINUOUS LATERAL BRACI JST BE PROPERLY ATTACHED TO THE BOTTOM CHO r JDO[ (943029--HOUSE ACCOUNT TIFFANY BY THE SEA 12) / T! 37' Hip 6ir0er 6'58 TpP CHORD 2x4 SP #2 N :T2 2x6 SP #i Dense: 80T CHORD 2x6 5P #! Dense - WEBS 2x4 SP #3= _: _ . SPECIAL CONNECTION REQ'0 FOR 385.31 LB. CONCENTRATED LOAD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MWFRS UPLIFT (LB): 1240 1240 BARING LOC. (FT): 0.00 36.54 TRUSS DESIGNED FOR 1!0.00 MPH WINO, 37.17 FT ABOVE GROUND MITH DEAD LOAD OF 15.00 PSF (TOP) AND 10.00 PSF (BOTTOM). 199! STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24~` Q.C. MUST eE PROPERLY ATTACHED TO THE BOTTOM CHORD. C7X8 4 7X! 6v 3'4'3 ~C3X8 (A 1? ~3 X X 5-0-0 25'0' p 37-0- tTS R=1716# W=`• -~- 37' ovER 2 su. R=3144# W=5'8 3g5'+- Pt T TYP . - CI_ARY- :DUiPE ExiPEfE CAPE TC LL 2' **IMPORTANT** IxA~ DirtSIDN of uv3NE WARNING'"' NG. EPECTSDN AID ffgli NDT E NlSPONSISI.E >:DP IN ~I. SEE TwlS oESI6N T C DL ~ oEVIATIOw FP011 THIS tESISN on TIESE aPEeIFICAiTDNS. oP ANr /PACING. SEE NISa '.AMANENT BPALIwc PE BC DL ~ GARY FAILWE TO WILD TIE TpJES iN coIFOPNANLE NI7N osTW sr TP3. PoP ADDITIONAL SPE RISE INDICATED, TOD CL1Pr CDNIECTDPS APE MADE DF 208A iALY. STEEL IEETI/t A3Tw WIPEIENTS. LMA.ESS 6AACED MITM PgpPEP BC LL • Df•ulM sT AlPi~t HA6 GP S EXCEPT AS NDlEO. APPLY CDNF.CTDPS TD EACH FAZE OF CNDPC SMALL BE LATE .li wG, EOTTOM CIgPD Epfwna Pnw,tf~, inf: TP1155 AND tPLEl+ OTMFANIg DATED Ow THIS DESlOI PDilTIOw lY ATTACHED PlYYO01 GID cE:LTNG -- SEE -` TOT . LD . 4 P 80 S t S tl G CDNICTDgS PEP DPArI16S i]O. !35 i lsoA-F. OBISN STAIOATO'S ' N37n PPDPEPLY ATTN ~ FDR 511GiECTED rea . ou lwestt kry. 1 1 @ppN„ w/APPLICABLE PMrIi70li OT NOS i TPI. Aw ENGIIEEP S 7ECIrtICAI IA°WTE nsN A COPY OF THIS DUR . FAC . 1 GrsnO Driiril. 7X 7Sf031 BEAL Dw TNIB DMNiif, APPIIEi TD TIE CDIFOIEwi DEPICTEp IENE DPwAU APPLICATia ION CDNTPACTDP. _ _ _ ____ 1274) 660-3940 Iw ONLY. AND BrwLL TOT E PELTED L1PDN Iw ANY OTNEP NAr DESIGN TD 7wE 7ql!! ,_ 8-0-0 0 Joa (S~SC2~" ACCOUNT TIFFANY BY THE 5EA f2) / T3 37' Hip SO'SB TOP CyDAp.2zd SP s2 N _ 80T CM~ 2zd SP i3 N - - - `•> - R£COM'MENflED CAMBER_'3/8' AT MIDSPAN BETWEEN BEARINGS. NOTE: 5P£CIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW. Q l~ C3X6 _1_. ~ 3 THIS DM6.~ PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MWFRS UPLIFT.. LLB): 680 680 c BEARING LOC. (FT); 0.00"'36.54 N TRUSS DESIGNED FOR 110.00 MPH WIND, 38.17 FT ABOVE GROUND ~ WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM). v 1991 STANDARD BUILDING CODE. ENCL05E0 OR FULLY OPEN BUILDING. w ro TRUSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. In A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ~ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ~ V m Ln m 10-0-0 17-0-0 10-0-0 p 37-0-0 0 0 C3X4 ~ 37' OVER 2 SUPPORTS , R=1716>1~ W=5`8 R=1716 W=5'E3 I ' `''` GARY 1`` M,w~w ~weaw ': 18Uf L 4rut fiaytq,Mtat Pkwy Grano W af~f1. TX F~05f lifrll NO-7910 k*IMPORTANT** ~AaY °IYI:I°N of Aisne WARNINGI"~ MEOUIgE EXTTIENE CARE 511ALL NOT SE IfESP01626LE FOq IN 1MM°IING. ET•ECTION AIO OEYIATION fgOM p12S 9EBIBN Oq TNESE SPECIFIGTIONS, Oq AN1' BMCINC. BEE NISif D1' TPI. SEE THIS OESI6N FAILWE T° WILD iME Tfl16S IN CONFOgNANCE 112TH p6TSS 9Y TPI. FOq WOTTIOWL SPECIAL OEaMANEM SMCING AE f1MY COIBECTOMS MIE 11AOE OF 40GA BALY. STEEL 1EEiING ASTM 9UIgE16TI8. UNLESS 0T1EgNISE INDIGTEO. TOP •~ 9q S EXCEPT AB 1OTE0. APPLY Cp/aEC70g6 TO EACH FACE OF CIIOgD 111AL1 SE IATEgALIr SAACED YI TN PgOPEq Tg166 YO IBLESS OTNpM29E LACATED ON T1,25 OE6IBM, P°SITtON Lr ATTACKD RrN00D SNEATNIN6. SOTiON GIDFD CaOCCT006 PEA OgANI1BS l30. 180 C 160A-F. OESI9N BTATXlAgDS YITN P1gPEIllr AtTACKD gIBID CCILINB -SEE Caf91M1 11JAPPLICALLE P1MlY26ION5 OF 1106 c TPI. AN EIIGINEEq't iCGNiGI 1/OATE f7/1/!I) iOq BIIBBEaTEO iK OM TNIB ORA11I1r. APPLIES TO TNf C0IPOIENi DEPICTED NE4 Ogr11Al.L AMRIGTION. F1XalISM A COPY OF THIS IM p1tr, A10 9NALL MOT aE 1ELIE0 IMON IN ANr OTNEP aAr. OESIW TD 1NE TgIRS EaECT ION CONTgACTOq. r-T-I tgUS6 (LATE TN6T ITUTE. NOS 1891 NATIONAL DECI6N SPECIFICATION FOq NOiOD CONSTgUCTION (A1) • Seq: 3E crei F 5 TC LL 20.0 PSF REf TC DL 1 cJ . 0 PSF DA' BC DL 10.0 PSF DRI BC LL O.O PSF BY: TOT . LD . 45.0 PSF DUR . FAC . 1.25 10 • ,JpC: !f+~SC2fi--HOUSE ACCOUN' TOE CHORD 2x4 SP i2 N gOT CHORD 2x4 SP i2 N w£85 2xa SP i3 TIFFANY BY THE SEA !2l / T4 37' Hip f2'SB RE~DMMENDED CAMBER 1/4` AT MIDSPAN BETWEEN BEARINGS. (A) ;Xti "T' BRACE, ~3 HEM-FIR OR BETTER. ATTACH BRACE TO WEB WITH Bd NAILS @ 4` O.C. $AACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. MUST $£ PROPERLY ATTACHED TO THE BOTTOM CHORD. v C3X6 ~3 12-0-0 13-0-0 12-0-0 p 37-0-0 0 0 C3X8 ~ 37' OVER 2 SUPPORTS RS1716~ W=5'8 R=1716 W=5°8 (A S) • Seq: 16399 7 ~ T 'vv - AAY-V2 N T P F -- R v 7. m A = *IMPORTANT*~ c~Aar o39IS30N of ALPTNE WARNINC7T'"~~ NE°°IPE Ex"~'~ ""'~ D TC LL 2O.0 PSF REF 8732--14147 SMALL NDT BE PESPW628Lf FOM 3N NAH]LING. ENECTION AN SEE 7NI5 OESIGN EE NTB-0f lIY TPI TC DL 1 5 . ~ PSF DATE 1 0 /0 5/94 ~ BEYIATIOM FAON THIS DE436N OP TNESE SPECIFICATIONS. 0R ANY . BRACING. S /~ y ~ A R r FAILIAE Tp WILD THE T~U55 IN CDNFOpNAMCE NITN 057!8 Br TPI. FWD ADDITSDNAL SPECIAL PENNAFENT BNACIN6 ~E P BC DL 10 O PSF DRW USR732 94278559 \ . RAPT CONIECi0A5 AAE MADE OF 20W OALV. STEEL 1EETIW ASTM WIRENENiS. UNLESS DTrE1wI7E IeE3ICATED. TD _ / ~o~•~•~~•, •~ AfOtnt AAIB 0A B EDCEPT 118 MOTEO. APPLr CON/ECTOPS TO EACN FACE OF CNDPD SNALL BE LATETALLr SPACED NITN PigPER LL O • O PSF Br BY: ME J vim/ //y l.iN.N ~+'NUCt~. IK Ta1S8 AID IK.ElS 0T1F]WISE lOCA1ED pN TNis DESIGN. POSITION Lr ATiAdEp PLYNOpD SEAT NIM6. BOTTOM CigPD . COIPCCTDI6 PEP pYNTNSS 170. !OO L 160A-f. DESId SiANDA1b5 NSTN PPOPEPLr ATTAbED PISID CEILING -- SEE TOT . LD . 4 5 . O PSF teu~ :. w~~t LNUt1Nlest Rcvy. ~OpM N/APPIiCABLE MDr38tOMS DF NOB c TPI. AN ENGINEER'S TEGFIIGIL 1roAtE tT/7/911 Fp1 cuwE7TEo 1 25 (sf ln(1 FPa 1r~10, jx ~jQ§i ~k Dy TMS diANIMG APGIIES TD iME COM<+OtEMT DEPICTED IEPE OPrNALL APPIICAT20N. F{)y1ISN A DOPY OF 7NI5 DUR . F AC . (:1.11 OB4-7f1AG IN Owr, AND SNALI NOi BE PRIED UPOM IN ANY OTtEP MAr. OESIW To THE TRUSS ERECTION CONTRA[TOR. PA N 24 ' 0 ` .--TPI - TRlt85 PLAiE INLTI7UTE. IJDS - 1997 NAilONAl OESILN SPECIFSCATTON FOR MOOD CONSTRUCTION THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONSy SUHMIT7EO 6Y fl+uss nrr1. PROVIDE UPLIFT CONNECTIONS AT BEARINGS A5 INDICATED. -. - NWFRS UPLIFT (LB): 690 690 ~ c BEARING LOC. (FT) : 0.00 36.54 -' In TRUSS DESIGNED FOR 110.00 MPH WIND, 38.67 FT ABOVE GROUND D WITH DEAD LOAD OF 15.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . _. v 1991 STANDARD BUILDING CODE. ENCLOSED OA FULLY OPEN BUILDING. tAI IV TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING ~ AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW. ro v m cn to m _......u7 TIFFS S5 9 2x4 SP N .. - T C ~ ZX4 SP # ~ N - PAN BETWEEN BEARINGS• NG " AT MIDS. DURING SHIPPI 4 ECOKy€~€D CAMBER : 1 / , - E T AKEN HANDLING GASEE WARN NG" NOTE 6ELOW• N4T€' AECTIpN ~F TRUSSES• AND E - ~,~C,IDNSI 5UBMITTED ta' . li.0A05 G OIiAfi ~ FaoK cDHpuTFa INS AS INDICATEp. ~ PREPARED AT BEARINGS - ,.. 7D 'THIS OwG. CONNECTIONS 894, .; ~ ~ ', '' `~ GROUND "~ VIDE UPLIFT (Lg~ :._ p0 36.5A 39:17 Fj ~S 0 (80TTO;l.OING. c~v MWFRS UPLIFT (FT1 : O 00 ~APH WINO pN0 10.00 Y OPEN BU BEARING LOC- FOa S10fl PSF (TOP) FULL iD DESIGNED 15• CODE. ENCLOSED OR E~ DIMENSIONED• a. WITHSOEAD LOAOBUIL0ING ni STANDARD LENGTH PANELS UNL AT 24" 0•C' v 1991 WITH EpUAL BRACING m DE5IGNE NG OR CONTINUOT E 80T OM CHdpO. cr TRUSS al A RIGID CEILI Y ATTACHED - ,, a Nuns BE PaDPERL s - C5X6 A XS 5X5 cn C5X5 tp 3X4 c0 C3X6 tAi~ C3X4 6v 4 ,.~-~~.o Q - • X 12-~-0 --" +- ~ _4 p- C3X5 tA11 7_0'0 3 37_0-0 C3XB A,~~715~ w>=5"8 ~€ iq-p-0 -~~3SUpp0RTS SeA: i6~ Q pvEA _ A ~ 7 m PSF REF a732--i 0 Sot " F TC LL 15 •0 PSF DATE ~p73i y~g5 8 A~,~7g5~ TC OL PSF PAW EXTi~E~ c+~ 1Q • 0 BY: MEN wsscs a i~1"s cna+ ""'° 8C DL (j PSF -~ FININS`iK 1"~vl- ~~~H~~~i~ 8C LL 0 PSF .L•1~ W A .~,E,+ C ~ p3V18iCM Of ST-E f0A apACINB- 8EE H1 g~+ECILL ~~ TtAIC-TEL>. TG~ LD 45 • T vP - ARY-v TMpOgT ANT*~ "°~~fT« ~•~~ e ~ ~ f~~ ~ ~.~~Y T~,,sf~~Tt ~ TOT • FAC - i . 25 l MTTM p'S 881M ~ 9w'~,L ~ u' TN3~~ This pE8i9N UR - 4 . 0 T~TIOM ftOB ~ CO~~~E TEFL tEf'T1W y~d+D aL~~1 5~8 3L3M~ ~- 8EE D `~ OE'V iLQ Tit TPLISB g08- BJS'V 5 TO E1SM f-CE ~ LV ETT~ V ~TT~C-ED R361F~ e~Egt£DTNIB PA N `~y~~//LAAY `~ y~y~T ~ ¢ ~T~ o~K~~lw s'~i~'°~ iv~w,siuslw`~i~, ~~ °~'~ .~. at a1PWtK t01?8 ~ ~r ~ltiwes 3]0.....^ of rms 8 Tat.. ecai~~ 4E83e" ~°w;~~ +b°° coM4'tfulCTlo~ .foc t9~S029--HOUSE ACCOUNT TIFFANY BY THE SEA !2) / T6 35' Special THIS DMG. PREPARED FROM COMPUTER INPUT ILOAOS 6 UlMtNS1UN51 sut1P11f ftu faT ff•fvaa Plra 70r CHORD 2x4 SP i2 N SPECIAL CONNECTION/HANGER FOR 1560.79+M REACTION AT RIGHT ENO. $OT CHORD 2x4 SP f2 N MESS 2x4 SP a~3 ~ PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. C N MWFRS UPLIFT (LB): 650 590• - ~ BEARING LOC. (FT): 0.00 34.75 ~ ~ TRilSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. TRUSS DESIGNED FOR 110.00 MPH WIND, 39.67 FT ABOVE GROUND - w WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM) . n1 (A) 1X4 'T' BRACE, 1~3 HEM-FIR OR BETTER. 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. 1O ~ - MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ro v m vt ' rn ... C5X6 X5 C5X5 C3X4 C5X5 '~ s p ( (A) m C2X4 C4X8 2X4 C3X6 (A S) 1 ~3 X4 X4 X X C3X8 16-0-0 -0-0 5-4-0 -0- 8-8-0 0 35-0-0 _ C3X5 ~ 35 ' OVER 2 SUPPORTS R=1640@ W=5`B R=1561@ W=3' ~ Ate' TYP _ - Cl ARV- (1y~~L ARY • QsralFn sr AIOIn 1/yaw~FA h'Fwcia. 1001 L. Wect SOt/i1lMCSt PIfN>r 4rRno Prc 1f`fc. TX 76051 lLf ~) 660-D9~0 **IMPORTANT** CLART DIYISIfM of .LPINE WARNING"" REOUTAE ExTRET1E cARE Bwu NOT BE RESPOff42BLE FOR IN ~r/OLING. ERECTION AND DEYIA7ION iROM MIS f1EBI9/ OR T1ESE 8P£CIFIGTIONS. fMf ANY BRACING. SEE NIB-Bf r 7P2. SEE TNIS OESIGTI FA3LWE TO BUILD T/E TRl1SS IN CONFORMANCE NITN OSTBB 8Y TPI. FOR ADDITIONAL SPECIAL PERIIAAEM BRACSM6 RE CLAAY P NECTIM6 ARE MADE OF 20OA 6ALY. STEEL MEETING A57M OUIREfENTS. lp8.E55 OTNERMISE INDICTED. TOD IvK BR S ERCEPT AS NOTED. APIgY COINECTORS TO EACN fACE OF f?IORD &fALL BE LATEMLLY BRACED MITNPROPER 1A116 A/O 1NLE6 OilEfw2>E LOCATED OM TNIS IESIfiI POSITION LY ATTAf:NED PLYNDDD SNEATNING. flOTTpM fiORD COMIKCTORS PEA DMMIMBS 13b. 130 i f1fOAi. DESIGN STAIOAIOS YITN PROPERLY At7AC3lD AIBIO CEILING - SEE COKOAM M/AFPLICABIE PfiDVIBI0M6 OF NOS S TPI. AN EMGIfEER'S TEL'1NIf:K 1IPDATE f7/LB31 FOR 6UiftBBTEO BEK W iNIB ORAMIND APPLIES i0 7ME COMPONENT DEPICTED MERE ORYMAL.L AFFLICTION. iW173N A COPY OF TNIB IM pNLr, ANp l1ALL NOi BE RF1IE0 IiON IN AMY OTNEP NAY. tXiSION 70 TIE TRUSS ERECTION tdrtMCTOR. R v 17 m ~ SeAL 36 TC LL 20.0 PSF REF R732--~ TC DL S 5.O PSF DATE S O / BC OL lO.O PSF DRW usa732 8C LL O.O PSF 8Y: MEJ TOT . LO . 45 . O PSF DUR . F AC . 1 .25 PA N 24.0" r . 921 / '17 95' S04 e.....It TIFFAµY y~Y TKO SEA pLL"" _ . _- _ _ cs~tia~'" + N .. ~ SP #2• i~ ~ ~ ~X4 ~ ~ N ~ r. LS UNLESS DIMENSIONED •. NE.85 - ~ ~ LENGTH pANE ~D NITH EOU OR @ETTER•A. D.C• 'TRACTOR' FIR @ CO m,Jb5 DE'IG - HEM- NAILS TION _ ~~~ 9X~ «T• @AACE't0 WEB WIT SUPPLIED BY EREC A7'tACH @MpZERIAL TO @E SAACING 1 .• C3%@ tA1l ~~3 R~ ~640~ w,~5" 6 .~ ~ YF' y~` GLARY 1 ...r g OIMF,p5I0N'" '" . ttoAfls RIGHT ENO UT _ PARED FROM COMPUSER I~ 79~ REACTION AT _ pW~•PRE GER FOR 1560• AS iNDICATEO• THIS NECTIONI-'tAN ~ AT.BEARiNGS SPECIAL CON CDNNECTI650 •590 A@OVE GROUND VIDE UPLIFT tL@1 ~ - - 0,00 34yjIND. ~0.050~ PSF t@OtBUILDING- MWORS UPtL.~~. tFTI ~ !10.00 MP (TDP~ ANO Qp•FULLY OPEN @EARING 15 •p0 PSF ENCLOSED AT 24• D•C' TRUSS DESI~Opp DOA CDDE• @RACI Rd WITH DEAD @UILDING LATERT~TlM1 CHD 1991 STANDARD DR CONNED 0 0 THE 60 NUSTG @E PROP RLY ATTAC . __---- 3 s~P p S OVER 2 pEWiaE g7[SaE~ ~~ ~~.z ~iia+ SIGN ~t T ~ WARN~NG`'µel e+~nic' ~ ~NTS~ ~ ~ 7'~~ µ,pT~ ~1lfr ~f NI SpELlIJ. P£fM~µt p /pi' 4~"" piVIBT 1~ ipa TW,TEO ~N7 Tt10M-.1 7~ayISE T~ pgGPEa ~tiNSPQR7AN~WWa+t~N°aiP£~FwirNlp57w~'`~M oui mss' ~Ei.~'E ~+,Ne°;;oM ~ Eyl~ilpM FF~ TM` ~T'~ Tµ Z~j, W~I-r' S7EEL mil ~ OF CIq~7aL~ %•~tMO WNEp AIp F~ ILB~gtEp SN15 aTLI/~ 7C `~ ~ ~ ~ i tDas 1~ s~I~pS 'j7~~~LtMO-~~1~ t FIM~ 2OM ~ ~. T~ -~ tN15 ~ LY. a-L _~ ~~7 _ Tat85 No E~'~ ~__...~a70µ9 ~ ~....oOfEwT ~ICy~ . ~ cIF1V~~W°+$ ~ ~agtailL110µ 1 2x~T3 C3X8 c N a w N A a m rn N RSg561~ W=3a . SeQ; G 16 ~+rr~•••~--- PSF Mme` i C~ 15.0 PSF pAT C DL 1 a Q PSF DpW BC DL 0 . ~ PSF gY: .@C LL ~ PSF :" 1 ~; FA s '.5:42&--+~'JJSE ACCOUNT TIFFANY BY THE SEA 121 / Tii i7' Common "~% CHOaa 2x~ SP /2 N ,r,;;' CHORD 2x4 SP i2 N N~~i~i 2X4 SP at3 ~: weape 2xc SP ~3: '«iUSS DESIGNED KITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. 'H'IS TAU55 iS DESIGNEDOTO BEARIAND/OA SUPPORT ADDITIONAL LOADS kT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING IN5'+ALLATIDN TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Q C2X Ter rl . ~1 c n v IU a. fU v m cn rn (A 1) . ' 8-6-0 8-6-0 _ p _ 17-0-0 17' ~ OVER 2 SUPPORTS R=Bii#~ W=5"8 R=770# W=5"B 16424 ~ ~ S -YP - ARY-V R T P F - R v 17 . m 7 E s CA """ O1r1sI0N Df ALVINE a MussES MEOUIME ExTpE1E cAAE WAFiNIN~ TC LL 20 . ~ PSF REF R732--14151 - *IMPORTANT~* P f N 7 ERECTION AIq IN 141OLIMG O 0162•LE SHALL NOT •E MES P M AM IF ATION6 . SEE THIS OE576N BEE NTB-Y] Br TPI NIACING T C DL .1 G 1 J . 0 PSF DATE 1 0 /05/ 94 A v . EC IC OEYlATION FNDN TNiB OEBIGN ON THESE 9 . . fPECI AL PENNAIENT eNACIN6 PE f011 ODIi TONA A I fAlLllgE TO RtI1D TtE TA1I85 IN COrfOANANCE NITN OSTSe BY TPI. A L TOP T E I-DTCATED iMI BC DL 1 ~ . 0 PSF DRW USR732 94278563 /~ O.ARY COMFLT00.5 AME MADE Df zoGA CiALV. STEEL 1EETIMG ASTN . ~E S OutAEiENTS. UN.ESS O -~~/ ~"~ . o....,M .• •]esne AAA ~ S EIICEPT AS NOTED. APPLr tXaNSECTOM$ TO EACH iACE Of CNOMD BsgLL 8E LATEMALIr BRACED NITN PgOPEN BC LL 0 0 PSF 9Y: MEJ L~~ 1ry..aM.N ..ercte. IR 1M116 A+o 1•A.EiB OTIFJMIISE LOCATED ON TMib DESIGN. POSITION Lr AttACNED Plr"OOO S/EATNING. BOTTOM CNOMD 0 eorccTOas PEM aMAM1NOS I70. Iso s ]sw--. OESIDN sTA1oAlOS NITN PIgPENLr ATTAC,ED MISID CEILING -- SEE TOT . LD . 4 5. PSF ~"`,: '. 4r ••] MwcSNtSt PNtry. C01FO1M N/ARIICASLE PROVISIONS Of NOS c TPI. AN EMGtNEEa•s rECNN1CAl ufOATE tTiliall fON iu6•ESTEO 2S 1 c,..nD ~•A~t•. tx Y5os1 sEAL aN THIS DtwrtNG AePL1ES tp THE cavsNENr OEPtcTED tEaE tP+rrALL APPLICATIdI. fu•]ISN A roor of THIS DUR.FAC. . Irf.i Sf0"79.0 IN pwlr. AND SMAIl MDT SE RELIED uroN IN ANr OTIEA Wr. IIESION TO i1E TRU85 ERECTION Tb1/TRACTOR. PA ~ ~~ ~ 0 " "•-TPI " igU55 PLATE INSTITUTE. t4$ 1••] NATIONAL OESI ON 6PECIFICAIION Fpi1 NOOp CONSTRUC7IDN THIS DNG. Pi~PAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) St1BMIrTEO a~ PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. 1. .• MWFRS UPLIFT- (LB) : 340 290 >' -- BEARING LOC." (FT): 0.00 16.33 TRUSS DESIGNED FOR 110.00 MPH WINO, 37.80 FT ABOVE GROUND WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPE11 BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ~~c: tb~:f2b--+~'JilSE ACCOUNT TIFFANY 8Y THE SEA f2) / 712 17' Common 'DP C+~ORfi 2x~ SP w!2 N - BO' CHORti 2xt SP #2 N _ W~B~ 2xae SP f3 TRJ55 DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED 1 n Q CZXi ~ ~._ 17' 8-6-0 8-6-0 Or - 17-0-0 17' J OVER 2 SUPPORTS R=81B~ W=5`8 R=763# W=8` (Ai) P' ' Tvp - ~ ARY-V N T TP F - - R v 7.' *IMPORTANT** cl.~lnr O:YI570N OF ALPsNE WARNING"" "E°°"~ ExT~ `A"s TC LL 20.0 ~ ~~L ARY b1ALL NOT !E gESVpNBIItE FOR BEVIATIOw F11DN THIS DESIGN oR TIEBE aPErIFICATI0N5, oR ANY FA NF RMANCE N T BY TPI 1C T T T N C OSTB WI IN 1MAn.ING. EiIECTION AND sRACINC. SEE NI!-Si! 8T' TPI. SEE TNIS t)ESI6N PERNAIlNT HALING IIE FOR A007T ZONA SPECIA TC OL 1 5.0 N B Il1 HE g85 I . O LD O O I L L ~ 0 0 CLARY CONNECTlIRS ARE MA[E OF 20BA GALV, fTEEI MEETING ASTM WIREMENTS. 111A.E35 -0TIETMI~ IMICATED. TOP BC DL • o~..•r •T Alnwe k A~ W 0 EWEPT AS NOTED. APPLY COMECTONG TO EACH fACE OF CNOIW fNALL SE LITERALLY SgACED N7TN Pf1OPEq 0 O C 1M~.~••.s aKb' i•c TA1S AAL LINLESB OTHERNig LOCATEp ON THIS OESION. POSITION LY ATTACHED PLYTA7OD S/rtATHING. OOTiON C1pD LL B CONECTORS PEN OItAMIMBS 170. 190 i fBW-F, OESIW STAIOA105 YITN PRpvERLY ATTAUED RIGID CEIIIW -- SEE 45 TOT O LO 100: !, W ~Rf Boutarest PN MY• 1:01i0RM N/APP ICABLE PRDYIEIONS OF 105 C T-I AN EIGINEER'B TEC~PIICAL U~WTE p/1/Y1l FO11 BuiGEBTED . . . 1M'itr.~ 1M'~fI'af. Tx 7501 l~f.t) BB4-7hA0 . L REAL ON TMS OIUIMII6 APPLIES TO THE CaP01ENT DEPICTEp 11EAE ORYMALL APPLICATION. FURNIfM~ A COPY OF THIS DUR. FAC. 1 . 2rJ Iw OILY, AND f•1ALL NOT BE RELIED IIPOM Iw ANY Or1ER NAY DESIGN To THE Tq/8P. ERECTION tONiRACtOR. ---TPI - TRL1~ PLATE INSTITUTE. MOS ~ IBBS NATIONAL DESI GN liPECIFICAT30N FOP M70D CONSTRUCTION P N 24 •~ • SeA: 1642 7 PSF REF 8732--14352 PSF GATE 10/05/94 PSF DRW usR732 9427e56d PSF BY: MEJ ~•.~ PSF THIS UNG. PREPARED fHUM WMPUIEH aNPUI (LUAUS b UIMENS1ulYD) Sua~+aiicu oT Inu55 nrn PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. MWFRS UPLIFT (LB): 340 270 ;c - -_ _ C BEARING IOC. (FT): 0.00 16.33 m TRUSS DESIGNED FOR 110.00 MPH WIND. 37.80 FT ABOVE GROUND ~ WITH DEAD LOAD OF 15.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , v 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w IU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. ~ d. R1 v m - cn m _ ~ ,/.,~ ts,L2fi--+iOUSE ACCOUNT TIFF '*~~ CrlDRD 2x4 SP /2 N $~' C+~OAD 2x4 SP /2 N ME85 2x4 SP ~3 BY T!~ SEA f2) / T14 i7' Special ~TA:JS~ DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. IrT a 4 C3X ~'3 (A 1) 3.g e+wvG f~l nncn.ncn cone rnuDUTFO TAID1IT linens C ^IMENSIONSI SUBMITTED BY TRUSS MFR. mta unv. - -- - - -- - PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. MWFRS LPLIFT (LB) : 340 270 _ _. c BEARING LOC. (FT): 0.00 16.33 ~ ~- ~ ~ TRUSS DESIGNED FOR 110.00 MPH WIND. 37.80 FT ABOVE GROUND ~ WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (80TT0M) . v 1993 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. ~ fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ~ a tU V m CA [P 17 ' _I OYEA 2 SUPPORTS R=BiBt~ w=5'8 R=763 w=B" -3 - ~ vo - c~ ARY- L/~ARY • DI•~•1M •1 •101"e uy~ww."a PMYCtP, :HL: ~ ~..f iOMIf.MtBI ~,,,, L.~tnO FY't i~ft. Tx 7505! I7 f I1 800-)WO ~*IMPORTANT*'~ a-spr o7rIBION of uoINE wARNINCiTnxsES fEOU7PE ExrPEIE cAPE sHAU MDT sE PES"o167BLE FOP IN HAAOLrw. ERECTION AtO OEYIATION FROM iH78 DESIGN OP T/ESE 81+ECIFICATIONS OR AM SPACING. SEE NIB-9f BY TPS. SEE THIS DESIGN FAILLE TO BUILD THE TARS IN CONFOMIAfCE NITH OSTBS BY TP7. Fps ADDITIONAL SPECIAL PE/=ANENT SPACING PE CLMr CON[ECTOPS A1E MADE OF 2OW GALr. STEEL IEETIMG ASTM OUIf1EMENTS. UNLESS OT~EWISE INDICATED. TOP AMS BB a ExCEPi AS TOTED. APPLY COftE.t70PS TD EACH FACE OF CHORD !MALL BE LAiEMLLY BRACED NITH PlOPER TAIBS A10 DALES OTMETMISE LOCATEA ON THIS DESIGN, POSITION Lr ATTACHED PLYNOOp SHEATNING. BOTTOM GHOPD lAMECTOAi PEP OMMIA65 l3D. f30 S iSOAf. DESIGN STANDARDS NITH orgvEPLr ATTACrCO NIGID CEILING - SEE COIFOIM N/APPLICABLE PI0vIBIO16 OF 1O5 S TPf. AN ENGINEER'S TECMNICK UPDATE A/i/til FOIL SUGSESTED SEAL OM THIS pRA1fING APPLIES TO T1E COMPONENT DEPICTED HERE DRrMAIl APPLICATION. FUAYISM A COPT OF THIS IM pILI. ANO SHALL MDT BE PELTED IIPOM IN ANY OTHER MAY. DESIBN TO 71E TRUSS ELECT IOM CONTRACtOP. _.. __-__ _. ._ ...-....... ..... _ .e ... ..........~ nceTeu s"ceTFrdtteM FOA MOOD CD.BTRII[TIOM -~- TC LL 2~ . 0 PSF REF TC DL 15.0 PSF 0A1 BC DL S O.O PSF DRi BC LL 0.0 PSF BY: TOT . LO . 45.0 PSF DUR . FAC . 1.25 16420 = 0.37 --!4153 0/05/94 732 94278565 E J /...~ r we (ts;029--HOt15E ACCOUNT TIFFANY BY TFE~SEA i2? / T40 i7' Specfal ~' ' ;0~ CHORD 2x4 SP f2~N _ SOT CHORD 2x4 SP /2_N ~ _ WEBS 2z4 SP 'E3; . _ _ _ _ " _ - - TRJSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. - . ; I I » h Q C3X 1. °~' THIS DMG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) $UEIMiTTtLI PROVIDE CONNECTIONS AT BEARINGS AS INDICATED:`_ _ _ MWFRS UPLIFT (LB) : 340 270 ~ .} :_ BEARING LOC. (FT) : 0.00 16.71 ~~' TRUSS-DESIGNED FOR 110.00 MPH WIND. 37.80 F7 ABOVE GROUND WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY~OPEN BUILOIN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 17' 8-6-0 8-6-0 p - 8-7-0 8-5-0 17' ~ OVER 2 SUPPORTS R=8i8~ w=5"8 R=763 w=3`8 (A 1) 9Y TRUSS MFR. _ N .~ . tA1 RI IO a IV v m rs m m G ~~ ~ ~ vp - AAY-V T TP _ _ Se q: !64 i8 F R v 17. m A = 7 aA~'' OIYISION of ALPIfE WARNING""'~°"11z Ex"'E"E L~ TC LL 2O.0 PSF REF 8732--14154 **IMPaRTANT** fNLLL NDT ~ IESPpbISLE FON A iNESE SPECIFICATIONS OR ANY E IN NANDLING. EfECTION ASO SEE HIS-91 Sr 7PI. SEE TNIS DESIGN StUCSNG G T C. DL 1 J . O PSF DATE i 0 /0 5 /94 C L A RY NATION FRDM TM1S D SIGN O FAILUNE TO GUILD TIE TR/88 IN COKOIMANCE MSTH OSTSS Sr TPI. . FOA ADDITIONAL SPECIAL PEIf1APENT SNACING ~ TOP ESS DTNENMISE IPOIGTED H ENT BC DL 10 . 0 PSF DRW USR732 s427e566 ,~ ~••• • D ~~ •• Aletrtt •+' CLMY cDPnECTOns AiIE MADE OF YOGA GALS. STEEL MEETING ASTM AAAS Of S EXCEPT AS MOTEO. APPLY C01fECTORe TD EACN FACE OF . S. ac. ouI Ef CHOAO WALL SE LATESALLr SAACED MITN PHOPEH BC LL ~ • PSF gY: ME J Lam./ •~c1.. INC °+"~"" t Tg188 APC UNLESS OTNESMISE LOCATED ON TNIS DESIGN. POSITION ~ti0"s OEa p1AMIMST uD. 1s0 c l6OA-F. DES:W sTA/OAAO$ lr ATTACHED PLrrOOO SIEATNIMfi. BOTTOM CNd1D MITN vroPEnLr ATTACHED NISID CEILING - SEE TOT . LD . 4rJ . O PSF 1eo: ~ IMffl wutn.es PII •r• W AtnC fT 11~'1f. Tx 7~. I DwFOIr S/ARLICMLE PRDVISIOMS DF MDS C TP3. AN EIGIAEEa•S SAL Oy THIS OWMI/fr APPLIES TO THE COMPOP4NT DEPICTED NENE TttNUCAt uPD-TE ni1n11 FOR suGaESTED DHYMALL APPLICAiIaI. F1/NIW A COPY OF 7N I$ n OUR . FAC . 1 • C5 1"11.11 SOD-1W0 IM pLr. ANO WALL MOT SE PELIED 11P'W+ IN ANr OTMEA WY •--TP7 TPY!_me PATE INSTITUTE. NOS ~ 1f S1 NATIONAL DESI OESISN TD THE TMUSS ESECTION CONTNIICTOP. GN WELiFILATIONFOR MDpD CDNSTWICTION PA N 2 4 .0 ~ roc tb~~02f--+~JIISE ACCOUNT TIFFANY BY THE SEA 12) / T27 17' Special THIS OM6. PREPARED FROM COMPUTER INPUT iLOAOS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TDB CHAD 2x4 SP s2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. - --- _ BDT C+{DRD 2x4 SP ft2 N ~ - MWFRS UPLIFT (L8) : 300 360 -; ,;- ~ _ c ME85 2x4 SP #3 '• BEARING LOC. (FT): 0.00 16.71 ~ ~ TRUSS DESIGNED FOA 110.00 MPH WINO, 38.09 FT ABOVE GROUND ~ WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. 1991 STANDARD BUILDING CODE. ENCLOSED OA FULLY OPEN BUILDING. vu fU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ~ A IU _. V Q3 [11 _ V T fV C2XI s'3~3 17' 4 m N II'1 9-8-0 7-4-0 p - 8-7-0 8-5-0 17 ' - ~1 OVER 2 SUPPORTS R=8321 W=5"8 R=750# W=3"8 P; T T YP - CL ARY- *IMPORTANT** aulr o1Y15Ia ffc ALPINE ENAtl IqT /E ftEEPONSIBIE ipl oEViATIf3N fNON TNIS DE3ISN DN TfEiE aPECIFI4TIO4 oN ANY 1 CLARY FAILIRIE i0 BUILD T1E TgI55 IN f~tiONNIfICE NITN OSTBB Bt TP3 \~~ ~ t31UfY COIIECT00.5 ANE NAD£ OF BOB- GALY. EtEEI tEETI16 ASTN °~_/• C,~neM r. ASPewe AM6 /N B EftCEPt AS MOTED. APPLY DONfECfON6 TO EAf:1f FACE OF wt,..... •ta,cew JPt 7NUSE AND IPLEf{S OTNENNIEE LOCATED DN iM5 ~Slpl PDEITION Cp11KCTONS PEN ONAIIINK 17q. 130 S 1bAi. ~IBN STAADA3tDE f 3Uf :, 6r~~t tiOtitMBft PKVy. CgFOpN M/APPLICABLE piDVIBI01i Oi IDS i TPI. AN EIf.ItE£N'i 6~"nD tr~f~1B. 11t 75051 SEAL ON TNIS ONANItf~ APPLIES i0 THE WtiOtEMf DEPICTED NETS IlfAf a00-swo IN OILY, AND ENALL NOT BE NELIEO UPON IM ANY OTIEN MAY. WARNINT!tNUSSES NEBUINE EXTNENE BANE 172N f4tpLING. EIECIION Alp BNACIIC. SEE NIB-Bf Br TPI. 9EE TNIS DESIGN FON ADDITIONAL SPECIAL PEWAlENt f1NACING AE BUINEMENTS. fPLE85 OTNENNISE IiOICATEO. TDP L1fON0 iMALL t3E LATER-LLr BNACED NITN PNDPEN Lr ATTACIAED PLYNppD S,fATNIMG. DDT iON pONO NITN PNOPENLY ATTAfSED NISID CEILIW - SEE T[GIMICAL UPWTE t7/1/Bil /OR SIA45EBTEp ONYIIAL.L APPLICATION. fUWIBN A COPY OF TN3E OEEItfef TD TI[ TNtRS E/tECT ION COM'TNACTON. _/_ pov 17 7m SCALE 1601 TC LL 20.0 PSF REF R732--~ TC DL 15.0 PSF DATE 10/ BC OL i O . O PSF DRW IISR732 BC LL 0.0 PSF BY: MEJ TOT.LD. 45.0 PSF ouR.FAC. i .25 r` Jot: (9«02Sr--HOUSE ACCOUNT TIFFANY BY THE SEA i2) / T42 17' Specia] ~ -- 'DO CHORD 2x4 SP #2 N 80T CHORD 2x4 SP #2' N :' - _ ` . W£85 2x4 SP #3- ;- ~ - - TRUSS DESIGNED WITH~EOUAL LENGTH PANELS UNLESS DIMENSIONED. RIGHT END VERTICAL MAY•NOT BE EXPOSED TO HDRIZ WIND PRESSURE. A QTGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. [7 s N C2X! 4'3 s IU lD i7. _J 11-8-0 5-4-0 0 - 8-7-0 8-5-0 17' ~ OVER 2 SUPPORTS R=832# W=5"8 R=750# W=3`8 T Tv0 .. f 1 eGV-V9 nccTrti C'RTT TPT rL/~11L11tl-l- _C Uf v w R7 to a N V m to 07 1641 0_ **IMPORTANT** a.Anr o1v1910N DF ALPIAE WARNINl7 ~sES PEOUIRE E%TRENE cAf1E TC LL 2O.0 PSF REF R732--14156 ~ swu NDT w SESPDNSIRE sm DEVIATIDN FROM TNSS DESICI aR THESE aPECIFICATIdffi, oa ANY IN NAIQING. ERECTION Af0 aMCING. SEE NI9-91 9v 7PI. SEE THIS DESISN TC DL . 1 5.0 PSF DATE 1 0 /05/94 _ L ARY ~y~ ~ fAILYiE TO WIIA THE TR/SS IN CDNFOpNA1CE NITN OSTN av TPI. STEEL fEETINS ASTN ARE MADE DF so9A 811LV n t R FON A007TIONAI SPECIAL PENNMENT 9AACING NE 1RLE55 OTNER1fISE INDICATED. TOP ~IAEtENTS BC DL 1 O . O PSF DRW USR732 94278568 .~~ . o,nP,« .. ASP1ne W~A P'Pa"ctA IA[ . . cnnEC o S cLA •~ 9F 9 EItCEPr AS NDtED. APPLT COM1EC70R6 TO EACH FACE oc T . CHORD &MLl 9E LATERALLY BRACED YITN PROPER SOTTON CND11D Vr000 flEATM116 v T A N P BC LL 0 0 PSF BY: MEJ . 1841 L 4 t P ION Tq~f AND IM.EB OTMERNISE IOCATm ON THIS DESI9N, POSI caPetTORS PER ORANIliS Lao. f3o c Isw-f. DEStoN sTANDAR~i ' . T L L A C m MStN PROPERLS' ATTACNm RIGID CEILING -- SEE SEBTED TOT . LO . 45 . O PSF rOOt SOUt11NlS ItMy. GrAnO te~~f~fe. TX 7505f 8 CDFOfM M/YPLICYL.E pROY1SlOMS OF LIDS L TPI. AN EtCINEER lSAL ON THIS OWMIw APPLIES to THE CONPpENt oEPICTm NE/E 1ZC,P/IGAL yPpATE tT/I/SS) PDP S1i ORT1fALL APPLICATION. iuRNISN A COPT OF 7NI5 DUR. FAC. 1 . 25 IlSA1 SAO-3W0 IN oNLV, A1D fNAIL NDT SE AELIm UPON IN ANY OTIEp rAV. .--TPI ~ TRIAS PUTS INSTI TIlTE. NOS ~ 7591 lIA TIONILL OESl DESISN TD THE TiM/a5 ERECTION CONTRACTOR. SN SPECIFICATION FOR NDOD CONSTRUCTION PA NG 2 4 .0 " THIS ONG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MWFRS UPLIFT (LB): 280 400 - _ BEARING LOC. (FT): 0.00 16.71 - TRUSS DESIGNED FOA 110.00 MPH WIND. 38.59 FT ABOVE GROUND WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM) . 1991_STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING (A) .SX4 "T" BRACE, #3 HEM-FIR OR BETTER. ATTACH BRACE TO WE8 WITH Bb NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. -~ ~ ._ rtrn nr rencc uce JLL: (Ti~iG2fe'-MOUSE ACCOUNT TIFFANY BY THE SEA 3Z1 / I4J 31 APec781 'OY CH:3RD 2x4 SP #2 N HOT Cat)FtD 2x4 SP ~2 N ~ _ r - . WE85 2x4 SP i3 ~- `, ° _ 'SUSS DESIGNED WITH EQUAL-LENGTH•PANELS UNLESS DIMENSIONED. A PIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MJST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N 1 02X6 ~~ 17' m [U n 13-8-0 3-4-0 0 8-7-0 8-5-0 17. __ J OVER 2 SUPPORTS R-832# W=5'8 R=750# W=3"8 c In- V R7 to A f1.1 V m Ln U) Se q: 1641 F R v 7. m A - 0 a' ? ? vP - ARY-V N T P _ jEIMPORTANTjEjE cLAnY D1v7s7DN DF uPINE WARNIN~aussES aEOUIRE E71TIE.E I:ARE TC LL 20.0 PSF REF R732--3 4 157 ~~ Ti+yLL Npt BE aFLPONbIBLE FDR NATION FROM TNIS ORIGN Da iNEBE HPECIFIGTIONS. Oa MtY IN NAWLING. EfECT1ON AND MIACING. SEE NIB-YS Ct' TPI. SEE iN25 DE516N TC OL 15.0 PSF DATE 10/05/94 1 ' ' CLARY /~ FAIL WE 70 DUTLD 1NE TiK!$5 IN COIfOaMANCE NITN OSTBB 8T iP7. srEFi NEEr2NS AsTN ac AaE MADE of zoDA sALr wr EeT fql ADDIT IDNAL SPECIAL PEfM.1E!(T BMCIN6 IE tMLESS OTNEaNISE IfOICATE6. TOP OUIiIE~ENtS BC DL 10 . 0 PSF DRW USR732 94278569 '-~ ~~.~.~.~ ...IP.K 111c w"~~ P,w~ct. . ew~ O n~ Aa.i a+ a ExcvT As No,m. APPLT coNNEC,oas To E.cN FAeE of T O . CNOi1D SIMLL BE iATEaALIY BRACES! NIiN PMPEa BOTTOM CNDNO TTACNED PL~NOOO &EATNING T gC LL 0 . 0 PSF 8Y: MEJ • 1b~ N I TRU% AND UMlFi6 DTM£INIIBE LOCATm ON TNIS DESIpt POSI COMIIECTORS PEa OaAN7f05 130. 150 i fBDA-i. DESIGN StANDAROS ' . L A NITM PapPEaLV ATTAOED ai61D CEILING - SEf T TOT . LD . 4 5 .0 PSF 7 ', 4ry"f iOU1TirBBt PNNy, S ppKppN N/APPLICABLE PRDVIBIO/6 OF NOS i TPI. AN ENGINEER EO TECHNICAL IIFWTE t711/Y11 FOR itMiES 7,. •nD wsl.le. Tz 75851 srAL DN TMS OaANING APPLIES TO THE COMPONENT DEPICTED MERE OaFNALL APPLICATION F{p{IBN A COPT OF TNIS DuR.FAC. i .2 1%1Ai 504-DD~O IN OtLT. AMD LIALI 1pT BE RELIED UPON'1N AM' OTHER NAY. DESIGN TO T1E TgliS EaECTION CONTRACTOR. 0 " PA N 24 .--TP7 ~ TR{)S5 PLATE INST ITUTE.._ _NOS - f9/1 IUl]ONK DESI GN BPECIF7C-T ION FB0. NDOD CDt6TRifCTION • PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MWFRS UPLIFT. (L8): 270 440 BEARING LOC. (FT): 0.00 16.71 ~~ TRUSS DESIGNED FOR 110.00 MPH WINO, 39.09 FT ABOYE GROUND WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM) . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN. BUILDING. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. \• ~ ~ a ` ~, r I C~+ ' 17• Special ~~ m o W ~" ~TNE SfA i21 „~E`~ACCOUNT TIFFANY EY w a3G2~' 2X4 'SP f2~ N r y r ~ .. - 1 ~ ~ 2% 4 SQ # F ~ ° ~ .. _ .. MENSIONEO • ME$5 2X UNLESS ~ WINO FRESSURE. x LENGTH PANELS ; WITH EOU_AL . - HORIZ- RU55 DESIGNEQ _ BE"EXPOSED TO AT 24. O.C- N ~MpT BRACING ~TGHT E~ VERTICAL MAY LATERAL RIGTO CEILTRLYO ATTACHED 00 THE BOTTOM CHORD. MUST BE pROPE tU G2X4~ ~- .~" N m ~--~' 15_8-0 17-O-d ~ ~jgUPPORTS R=750 w_3"8 pYER R=632# w~5"6 ~ ~pJ ( ~ CLAAY • ai++~wiwKi~ w ~{ ~,qr otruu°" DF ~ oa 1 ~* ~MLL ~y~~Fi SCAT 0~ ~ ~ . E ~ ~MPORrt AN ~rIAT29N ~ ~ ~ ~Ta7S5 ~ 2~ESTi TO EAp~ f!C£ Of FASLWE~T~ A~ W~ y CquEL"t~ ypsiSlOM a.-A'~~ ° £'~R1 ~se ~~° ~eo~µrs ~£s~;T nm+'s I~ ~ PEA -LIFT ~if10~ T~~~yT ~~~ ~_ ~wM-- TEO P~pAAEU FpOM CpNPUTER I AS INOIC AT 500 INGS THIS DMU. _ TIpNS ROUND PROVIDE UPL?FT ~ B~NEC 0 DO i6.7i 39.5g FT A8O (OOjTOMt1 ' ING MWFRSNG L.OC. tFT)= iiO.OO MPHTOP1OANO iO•FU ~yFOPEN~BUILO BRtASRSS DESI L4A0 OFR i5 00 CODE . tENCLOSEO OA WITH 5EtANOARO BUILDING FIR OR BETTER. .`p.C- 1991 ~ ~ T~ 5E8 KITH Bd NAILO ERECTION CONTRACTOR' T- BRACE. tA~ ATTACH BµpTERIAL TO BE SUPPLIED BRACING ~5 p£Wt~~~~~y ~TID WARNS.NG,`~w«oLiw. £ TK1s Da~~ ~ ~Ii~~ ~~io ~w`~~tc"T£°Iaav£a ~~~ 9MAU- ~ 1 T£AALL ATN~~~~TiOM fy'Oib Ly AtfAC16.D ~ ~NIGSD C£If 1V~ TED ~ Ly ATTAd'ED IOA 5 MTTN AT£ l7/1/911i~ A ~y ~ 1Ni3 w~A~.cyAt~ ~~T1E~ ~1~S1M,. ~1 c 9 .a W N ~) N m cn .,r 0 r, - ~ PSF H~~ TC LL 15 . ~ PSF DAj TC DL i0 (} PSF DRM BC OL O . ~ PSF gY: aC LL ~ oSF F if s !Ss1G2fr--.YJUSE ACCOUNT TIFFANY BY Tfl~ C+i'J~ 2x4 SP #2 N 50T CHORD 2x4 SP #2 N W'c85 2xa SP #3 SEA f2) / T2B 17' Norm TAUS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. AiGI'1T END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE A AiGiD CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST SE PROPERLY ATTACHED TO THE BOTTOM CHORD. C2X4 '~•~ p 17-0-0 17' ~ OVER 2 SUPPORTS ~ R=832 W=5"B R=750# W=3"8 - 1 1 A1M~~ m 0 ~. m -_ _ _ _ *~jMPORTANT** cLAaY Drfrtaarf of ALPIIE WARNINGi""'sES REBUIRE ExTaErE GRE NIAti. IA7T iR 1E1iPOMSIBLE FQf IN IYWLING. ERECTION AID \ C AFaY DEVIATION FIaM THIS DESION oR T1ESE SPECIFICATIONS. DR ANT BiMCI1fG. fIEE NIB-BS Br TPI. OEE THIS oESI1SN rAILfnE TD SUtID rNE TRUffS tN COrFO1r1AiCE rITM Osrse Sr TvI. frog AOOITIONAL SPECIAL PEIMANENT eRACrw aE CL.Mr CoMrEtT00.5 ARE Im[E OF 2OS- SAIV. STEEL IEETING ASTM BUIREMENiS- UNLESS OiffAfISE INDIWTEO. TOP • 01. 1•IP~ P~ AlPllle AAA ~ S Ett£PT K MOPED. APPLY CdIMFtTOti6 TO EACH FAIT OF f}Ip11D SIIAIL BE LATERALLY !RACED NITM PROPER yrl1.r'F '.PP.cas. Inc TRUSS AND fIlA.E95 DTNERMISE IODATED ON THIS DESIGN. POSITION Ir ATTAp1ED PLrMDOD SrEATNIMi. BOTTOM CNORD WNiCCtDRS PER oRAlt2163 1J0. 1S0 C 180A-f. DESISN STA/OAIf05 MI TN pROPERIr ATTApEO RSSIO IfILING - SEE fBG7 :. IK'Iil (qutRMeSL PrMy. COtiprl M/AP0.IWtJ; fNiOVISIOI6 OF MOS i TPI. AM ElflnE01'S TECINICAL UPO-TE CI/1/911 FOR 6YOfiESTEO (sr AnC 6'i'~i~'it Tll 75DF1 REAL ON THIS pIMM1u6 APPLIES TO 71rt COIPOENT pEPICTEp MEfiE oRrMAlI APPLICATION. FfpIISN A (bar IfF THIS I7f A' B60-yDAO Ir Ol<r, AMD Sw1LL NpT K RELIED IIP'ON IN AMY OT1ER rAY. OESISN 70 T1E tR1A15 ERECTION CONTRACTOR. __. __. ~_ _..__ ...-......r .... _ ...n. .....wu KSiIY MPFCIFTCATTOM FOR MOOD CONSTRUCTION THIS OF16. PREPARED FROM CONFUTER INPUT (LOADS & DIMENSIONS) SueMlfftu n' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MWFRS UPLIFT (LB) : 240 530 ~' ~_ '" BEARING LOC. (FT): 0.00 16.71 WITHSDEADILOAD OFR15100 PSFP(TOP)DANO910?OOTP5B0(80TTOM)~ 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. m- (A) 1X4 "T" BRACE, f3 HEM-FIR OR BETTER. ATTACH BRACE TO WEB WITH 8d NAILS @ 4' O.C. BRACING MATERIAL 70 BE SUPPLIED BY ERECTION CONTRACTOR. TC LL 20.0 P5F AEF TC DL 1~J . O PSF DA1 BC DL 10.0 PSF DRy BC LL O.O PSF BY: TOT . LO . 45.0 PSF OUR. FAC . 1 . 2~J' TRUSS MFR. v to IU so fU v m vti v .. 16408 --!4159 )/05/94 32 9A27857f .J Li r JoD: TrlAS Truss 0 / T13 12'3' Mono Hip Girder i'7'8S8 THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS C OINENSIONS) SUBMITTED BY TRUSS MFI j TOP Cf1pRp 2x4 SP f2 N - - BOT CHORD 2x6 SP /i Dense MESS 2x4 SP~f3 : N6 2x4 SP #2 N: -- ....- LaAD CASE 0 1 0 CONTINUOUS LOADS SIDE L-PLF R-PLF START T 70.0 70.0 0.0 8 755.9 755.9 0.0 8 755.9 755.9 1.6 LOAD CONC. LOADS ENO CASE SIDE MAG X-LOC 12.3 0 8 2 1.6 12.3 SPECIAL CONNECTION OR HANGER RE~'0 FOR CONCENTRATED LOAD(S1. 1 A~RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TNIS 61RDER DESIGNED TO SUPPORT 35-00-00 SPAN FRAMING TO BOTTOM CHORD FROM ONE SIDE. OPPOSITE SIDE SUPPORTS 01-07-OS JACKf. JACKS NAVE NO HEBS. C3X4 (A !'S -- -i 3 Complete Trusses Required ~ , ~ . fA poxsails) NAILING SCHEDULE: (i2d ~ T TOP CHORD: 1 ROW a 16 O.C. ~ BOT CHORD: i RON a 3' o.c. tv wEBS i RON Q 4' o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EOUAL SPACING ~ BETNEEN ROMS AND STAGGER NAILS IN EACH ROM TO AVOID SPLITTING. ~ N PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. `~ MWFRS UPLIFT (LB): 1920 1780 m BEARING LOC. (FT): 0.38 11.75 ~ TRUSS DESIGNED FOR 1!0.00 MPH MIND. 36.08 FT ABOVE GROUND `~ WITH DEAD LOAD OF 15.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . ro 199! STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. CONTRACTORS NARKING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. [7 05X6 4 X4 6 i) i•~s ~: 11'10"8 T. TYP.- ~ 12'3' OVER 2 SUPPORTS R=5367# W=7"12 R=4753# W=6" ~CLARY w.•..~. . fso! t. erfft soutnwat Pkry. G'fflQ Pr'flrlf. TY 7'30SI {2111 6~0-~D~O **IMPORTANT** a"~ D:vISION o< wINE SMALL NOT ~ IESPp6IBLE FO11 DEYIATiON f1Ur TNIS DESIGN OP T/ESE SPECIFICATIONS. OR ANY FAILIPE TO BOilO TIE TARS IN CpFORIIAI~ rITN OSTBB Br 7PI RANT corlECTORS AIE rADE OF xoeA fALr. STEEL NEETII6 ASTN AMG GR G EttCEPT AS NDTED. APPLr CONNEeroRS To EACH FACE OF Taus AW 1INI.EBS OT/EAIISE LOCATSD ON TMTS DESIGN. POSITION LONNECTORS PER OMIfINK ISO. !SO C lBOAi. DESIGN STANDNbS CONFOg1 r/APRICABLE PRDVISIOI6 OF IDS c TPI. AN 6ri1/EER'S lEAL oN TNIS DRArING APPLIES TD THE COIPONENT DEPICTED HERE TN ONLr, AND SHALL NOT ~ fELIEO IP7N IM AM OTHER 1111Y. WARiN I NGI"ussEG aEOUIIE E%TRENE c.aE IN /Y/OLING, EfECT20N AAU BRACING. SEE MID-G! Br TPI. SEE TNIS DESIGN FOR ADDITIONAL SPECIAL PERNAIEIIT BRACING RE fUIREIEMtG. uAA.E55 OTNERNISE IIOICATED. TOP CNDRD sNALI GE LATERALLY BRACED rITN PROPER Lr ITTApEO 0.W1000 BIEATNING. BOTTOM CNOgO rITN PfOPF0.r AT7ACNED rIGID CEILING -- SEE TEpNlCAL 1/OATE 17/!/SSI POi1 laAGESTEO ORrrN1 APPLICATION. iW/75N A COPr OF TNIS OESIpI TO t1E TgyGS EPECTION CONTIYICTOP. TC LL 20.0 TC OL 15.0 BC DL 10.0 BC LL O.O TOT . LO . 45.0 DuR.FAC. i . 25 CC •! PSF REF 8732--; PSF DATE SO/t PSF ORN usRT3z a PSF 8Y: NEJ PSF Hip S'S8 ~ T38 !8'8• iru~ Sruss D _ - - ~~ SP t2N..a - C~ 2x4 Sp fi,0ense fOj C~ 2x6 f3 S FABRICATOR*G~t SO ~tEBS 2x4 SP TRUS •.. CALC~-AtEO Bt LOAD SI~OE• ~ ~X 5 0 ON THIS TRUSS E~ CASE4 B 247 13.7 *r~LOADIN6 ' LOAR CpNTINtLIOPLF OA ~'F STO 8 5'7 0 5 43s ~ 13 2 C cA.+E SIOE 70.0 70 • ~ 5.0 !8 ~ 7 ~ B A35 ' 0 T 170.0 i~ .0 iQ.p 5•~ - B 33.5 7 SB• 0 5 20.0 20'0 1 7 C~ENTRATEO LOAD tS1 - ' O ~• CON-`~CTION ~ ~~ REQ • D FOR ~CI Ci0Xi2 5 `~ r~XB tA11 XA A C3xB tAil 4 5_7-13 y ~_____._...--18' 8 M 3 3~a' 5_T„~3 S8t8~ ~ ZY?~ a:176A~ W a _ O~Ea 2 gupPDaTS y 7 2m Rey i ~ PSF REF c{3,~ FL i i ilEJ~ SC LL 15.0 PSF pATI . 839 N`5.S Z~ ~ jtE ~~ c~ Tc ~- 1p . p PSF ~w a ~ ~~ 7jDy wD OL BY: rte ~L ARY / ~et~AtM DESIUN Cri, ~ .. - wY --VZ '~~* ~ MoTj lF,j~j~ ~ ~~ to iutw ~ w~ of saa °"~ •oas m E`°'~nsa+ t~ 7K 7ttR5 ""°'i°~D~j'i5 ~.e16 of ~ ~ ~.c.., aE-jGtE° "EpE ~ ~„~,TttEO er ' ~,.. , ' q-pAOS C OTMEHSTONS '~ Cp~lTEp INP-iT G ~p Fib ~ THIS p~G' F~ INOICATEO - ~ CON~CTID~ AT BEARDS AS '~ 575 5 21 FT A80 ~ p7T~~ PRO~II~ 1LB~; 00 1$• 3$.01 MW ~IN6 LaCT 0 ' WINO. PSF tFT QO -AP"H AND 10.00 LY OpEN BUILDING • ju FpR !10• TOPI ~ - ~RUSS OESI~AO OF i5.OO CAE tE~•OSEO OP F*~t. DIM~NSIO~ . WITH ~~ ARO BUILDING TH pAf~1-S ~'ESS ~• $7 ANO ~ N 1991 RACK A7 24 0 ~' v O WITH EQUAL L~ LAVAL B ~ - ~ TRUSS pESIG1~ ~ CONTI~TO T1•~ BOTTOM to .~ ~7G~ CEpa~~Y ATTACHED - w SHEA~T~Y'pRpp'cRt`t ATTACH® pUR4TNS a 24" pC. . TN tiElf pf TO BE BRA - ELAT CfiO~ _ - ~.` ~ n A Hje-91 sr »1- `~ ~jNC of ~jyG. ~ sottjrl. ° jw~" ,Do iDA ~jT ~g5 D~j y17M OO~a ~ v~i.rw oD ~T~u ~w C s~ LY An~r Rtt+G~E.D ~ TtijS yj7M 17/j/yS~ i9D ~~ gpYylj6L y/N.jCA7T~5~~rt~Ip+ c~~tpp. (D 7tE Clylrtpff-[i BN OLy=~ -__...nu iay BC 0 • ~ PSF BC LL 0 pSF TOT.LO- 1.25 OvR•FA~• S~~ AgovE ~,(~7Nt,+ 13 g4 ~TT£ SEA !2) 1 T37 5' Mono ~~•-_- 'ACC~UNT :.TIFFANY BY - ou: « z ~OP C-~~ 2x4 5S f24N s `` . ~ `, ~y =- CDT CNE~BS 2x4 S¢ #3a ~' ~` " ` c '~ ° y UNLESS. DIMENSIONED. LENGTH PANELS 7C/BC SpLZT „ NITH,.EaU~' _~ Op FRAMING 7RUSS SIGNED _ TO BOTTOM CHORD RDEA DESIGNED TO CARAR~SES FRAMING THIS G~ SIDE AND 0?-08-00 FADM OT~R SIDE ITTED 9Y 7RUSS ~*'^• (LOADS ~ DIMENSIONS) SUBM ' DNPUTEa INPUT END. ~ ~ PP£PARED FROM C REACTION AT RIGHT ~ THIS DNG. 434.761 -- ,.9 ''CONNECTION/HANGER FOR ~ AS INDICATED• ':~ `_~ SPECIAL AT BEARINGS _ _~ - ~.. w MwFRB UP ~FTEC ~ BSS 0200 ~?~~x~----~'_`FT ABOVE GROUND N MPH MIND. 36 ~0 00 PSF tgOTTO-~1 • co BEARINDESIGNED FOR 1i~0 PSF tTOP~ AND FULLY OPEN BUILDING. D. TRUSS LOAD OF 15• CODE. ENCL05~D ~ w (~• N MITH DBAD ~ ORD AT 24 0' ~ ig91 gTANDARO BUILDING TTOM ~ °~ CEILING OR TACHE UO~STHE B~AL BRACING ~ A RIGID PROPERLY AT `~ MUST BE A .. J~ ;. 0 ,+ tV _~X~ s'3 y 5-0-~ C2X4 -8- _~ 5 , ~.... SUPPOA A 435 W=3" OvER 2 m S a=559 w=5"8 " ~ ~ PSF REF To LL 15 ' a PsF oAT R T TP PItE p~aUlflf ENTPEL~ c-aI ~cna+ .No WAANIN INWCL~tIG. ~ TNIS pESItNL TC OL BC D!' 10 fl 0 t} PSF DRW PSF Bv: ApY- *1E y„o;IS ION aF r'L V a~ NcsFOLaIS~ F0" ' - ZYP S TAN ~ °~ 9MCILR. s££ Ni~I f't INS PE ':LATm. TOP l,Iwy~ ~ ; . BC LL 0 PSF ~. . ~ . _ ~ 9PECtFICATiON *IMPOR T. SN18 ~IBN ~ NIfN OS N ON FLb1L IM LOtfORMAMCE -41N MEL71 , ,,I Faa .oo ~IP~lfTS. NIS.~ YI1N "ROB uTfAY.LY eOTtON L~~ p t1Y~ TNIW. T . LD - TO AC . 25 1 ~ ~ ~TI F L.WL 10 WILD TLE TPIJS+ z~, WLY. STEFI J~pp-Y COMIF~i~~j~ POSITION ~ ,, 6OMELTO~~ CLARY ~ 0.~ ~~, IlItl6 ~ S£E M1TNTTY A~ ~ N141~~ ~ NIS ~ . F DpA~ N C SLE A BOVE ~T ~ ~, ' +~ w1 ! Ef~'f a1/EAMISE LpLATEO ON ION 1ww i 16O~"F• OES 5TH UO NGIN~p•S 7 tELNNI~' L!p- t7i1 ~ A ~~~TION 1SN TfON ~Tgw.LtOa ~L wt l.LO yc CO~t ~ ~ Lg5 130. ~~~ ar w,wctN, pi p~+ i 1P~ ~ILTF9 ~~ ~I~ 70 TLE TM164 CONBSNUC11ON ,~, .~,~.~~E[ pgOYT&IPF+ _..y.• P1LNY • <' N/Vn'+"^~ PM42F.5 ro T AWL I~~ OT1Ea !µY. nE516N SPECIFfCw1 tON Fd~ PAREO FPOM CONPU1tn ••.. - ••~ TEO PR£ INOICA THIS OMG. AT aEARINGS AS .V - ' NECTIONS 370 300 01 FT ABOVE GAOUNO 't25~Ie`s' Common... , pROVIOUPL~FT (L8~ : 0 00 iBy~IND~ 38' 00 PSF ~BOTTUILOING•. $Y T-~ S£A 121 ~ MSEAgING LOC • ~Fpp 110.00 FP (TOPI ANO 10 'FULLY OPEN El TIffANY o •` ~ ~I~SOEA ILOAOBUILDING COOS. ENCIOSEO OR AT 24~ O.C• ~g::G24"~~'£ ACCOUNT .Y • g[aACING G N _ _ l - 1991 STANOAAO CONTINUOUSTNE BOTTOM CHORO• H'J-~ 2x4 SP ~2 N - ~ - - ORTTACNEO TO ~i ~~~ 2Xa Sp #3~ : OIMENSIONED. A RIGIO pROpE:RLY A PANELS UNLESS MUST BE ;BUSS DESIGNED WITH EflUAL LENGTH • T r~ a in C2XE s3 O - -_'"."~-- OVER 2 SUPPORTS A=B93~ W~5"B a ` ~ --gip`` c~AaY ~~~~ rv 90N tx.~ °r' ~yo~ss~ *IMPORTANT*~ ,~ #~Ip20AtI0M~ °~ ;~ . iM15 pplP~ OA tt£SE MiTN OStM S ~yIRiIOM fPOM IM to Nup t'E ^~ o~ STEEIto ~' F r~ ~ ~1ows~ ~tm ~r~~ ~:eM s~iuc-"°s ~`.. I" ,ta..eCtaR /EA ~~ ~ISiOMS 6 Mt OE~~~ S8 PEOUSfD: ~~K C~IID Pt~s pECt IOM WApWIN~`~i"~ ;P'~' S~77"~~~I~ PENM/JtM tOP ~sMD. SEE epECSLL ISE IMDSV~• tpp /,DDiti 1MSE~ DtYEAM ED MITN PMOPER ptflpElEN75. tEpµ.tY STS 7tGt CtOND LSD BtNlt w.YADD SMEI~tMtNG~ui~ ~- SEE Lr ~StACMEO • ~~~p AIOID STED Mitt1 ~~~pp-tE ltJt/Yt1i~' ~ ~ 7NIS tads ~sU,7sOM.~~tiot+~ DEto trt ttass tao~ ~t~tsan~,,.. ..•ctC~t iDN Ft>A i N 9 i ` „~ N A N `° l m tT to tA11 8 Se;i~ F lE n - 2a 0 PSF Rte TC LL ~ PSF DAT, TC OL ~ pSF pRW ESC OL 0 .0 PSF gY: BC LL 0 PSF TOT .LO • 25 OUR .FAG • 1 " X4.0° _....T TIFFANY BY TF~ SEA X21 ~ T4 .o• special ~E AGl.~rv^. - I2 N: ion' l9j 102`+' - " Dense : T2 2x4 S c `y 2x4 ASP /2 •, F ` t :. - _. fOP CHI 4 SP ~3-pense ~ - _ 30T CWEBS 3X4 S? IMENSIONEO• LENGTH PANELS UNLESS D - TRUSS DESIG~D WITH, EflUAL s d It'1 csx a'3 ~~~ - C I N .~ w tU ~~ b .~ cn rn (F 1) ~~ ~ 4 O 6 Wa6~ g ~-12 a R 838 ~~~ 0 OVER 2 StIPPDRT5 S _ R Y ~ TC LL O PSF REF F 20' R=893f w=5 B PSF OAT TC DL 15 ~ O pSF DAM gEOUI~ EXTi1HE W~ TiON ~~ BC DL 10 .O a.+~ aTriuo+oF ~fon WARN~NNnr°a~T°'~.~Tm~c~+~T~ O.O PSF 8Y: G T TYP ARY-V NT*~ s~ soT ~ ~ ~, sw.ciw. TpECil~. oe~w~+ Ton. BC LL ~~ PSF *IMPORTA snecIFIUTIO~ van woi S oT,far:sf iwM~T ~ea 45.0 This pEai6M on TIES Mim 05709 ar iPi. LD ~ 25 ~~~_.,,,,.~E suipe+'E-+T r awsm TTOM ~ 707 . ~. ~TrI~TIOM ~ TeE TAt~ ~ W~- ~Y 8TH ~Etl ~ ~ ~ ~wi. ~ ~-.TNiw. pig _ sec pUR ..FAC • 1 ' v~uuae ToAS ~Oe ~ r ys„~yTOws to E-LM~iT20M ar ~Tt+C~ ~ nnu~ aieto ~ STeo 24 • fl " ~ ARY ~, ~ wyTfp. v0. TIS10 aestw. r:Tr npone+'- nnrou von wzae This PA ~"~ o.+ •F,~w }M6 ~ ~ mot i~~ ~T ~ ~ ` ~~~ E~ ~s ~~~T~~c~°~ ~tiio„ ~ ~TOn u-~• is T1WOi tr~•"'~ ~[~TSM~S ~~~ pgp/ISiOMi TNe O~`^-'- ~itO~y OESI9N Tian fan ~ cow __ s...... - rafOPM M/~i ~. ypi.iFS T9 ~. a1R OTlEN ..cat6N ~~IfiCJ FROM COMPUTER INPUT (t,DADS 6 O1Ry""-- THIS Dti+G • PREPARED A5 INDICATEO•. AT 370 ING300 GROUPID pROYIDE CONNECTIONS 18.00 OS FT ABOVE 7TOM)• MWFRS UPLIFT ~Fej: 0 OOMPH WINDpN08~ PSF (BO FOR 110.00 F (TOP) SO.OO OPEN BUILDING. BEARINGES~GNEp OF 15.00 ~' ENCLOSED OR FULLY TRUS5 D LOAD COOS. AT 2q" O.C. WITH gTANDAAD BUILDING RACING 1991 CONTINUOUS LATEaTTO CHORO• A RIGID pROPERLYO AT7ACHE0 TO THE B MUST BE 1E S 4 .:L I;: (94!029--HOUSE ACCDUNT TIFFANY BY THE SEA !2) / T26 18'3'8 Special ' 'O~ CHORD 2x4 SP #2~N 30T CHORD 2x4 SP #2;N ~ - . WEBS 2x4 SP #3~ - ~ ' At Wedge 2x4 SP #3:- ~ ;,.. .; ,.: 7AUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. T ) O C2XI 4'3 ,S X5 (F3) --T- s'7 __i._ Geq~ F 3E C v IU to A IV v m cn v V a' ' TYP - ARY-V N H ~ ~~ . . *IMPORTANT** a"a" DIYIS:oN DF ALPINE WARNINGTwusses REDUIRE ExTRENE LAKE ERECTION AID IN TC LL 20.0 PSF REF 8732--!4165 SHALL NDT E REfP01610.E FOR ' G. IN HANDL sEE THIS oE510N aY TPI - TC DL 1 5.0 PSF DATE 1 0!05/94 DEVIATIDN FROM THIS DESI6N 011 THESE sPECIFICATI016. oR AN1 . s! BMCING. sEE HI6 C L ARY FAILURE TO SUILO T1E TgISS IN CONFORYAIICE KITH OSTSS av TPI. FOw ADDITIONAL SPEtIAI PERMANENT BRACING RE o T 0 PSF O . BC DL S DRW usar32 s~z~e57~ CLAIIY LoNNECiaas AwE MADE of 206A SALV. STEEL NETiTING AsiM o OUIRENENTS. UNLESS oTHEarSSE INDIGTID. • Da~3~lA" AT IIPW A~ ~ S EXCEPT AS MDTED. APPLI C0/PFLTORS TO EACH FACE OF CHORD s1uLL BE LATERALLY BRACED NITN PROPER { ~ { ~ 8C LL ~+ v PSF BY: MEJ fwyaw~w'w P~AWCtA. IK TRUB AND UML.EfS OTNfl1NISE LOCAim ON THIS OESIiK POSITION LY ATTACHED R.vM000 SlEATNI NG, SpT TOM CMDRO 4r O eoAPlEetoRC PER DRAN1NSS I30. ISO t 160A-F. DESISN sTAADARfIS rITH pwpPlALr ATTALIED wisiD CESLIN6 -- SEE P$F J . TOT . LD . 76G: $. GrlSt SOUtfINlft PkNy. ~pFps1 S/APPLICABLE PROYIS IONS of NOf C TPI. AN EAfiItEEN's TECINICAL UPDATE n/i/SU FOR SUBBESTED r. ~] 1 2rJ G~iT10 Priirll. TX 75051 EAL ON tNls ORASING APR TES TD 7NE C0~P01ENT pEPICTED HERE DwY11AU APPLICAT SOM. FUWi25M A COPY OF THIS DUR . F AC . )27~) B60-390 IN 01a.Y. AND SHALL NDT SE RELIED UPON IN ANY OTTER NAY. OESION TO iNE TWSS ERECTION CONTwACTOP. PA N 24 - 0 '~ w--TPI ~ TRUSS PLAtE INSTITUTE. NOS ~ T99I NATIONAL OE83 6N SPELIFICATION FOP MOOC CDMSTwUCTIO" THIS DNG. PREPARED FROM CDMPUTER INPUT (LOADS s BY TRUSS MFR. ~~~ PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. MWFRS UPLIFT (LB): 360 290 .• BEARING LOC. (FT): 0.00 18.00 . TRUSS DESIGNED FOR 110.00 MPH WINO, 3B.D! FT ABOVE GROUND ` ~ WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM) . 1997 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CDNTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9-4-0 8-11-H p - 9-2-12 9-0-12 18'3"8 ~ OVER 2 SUPPORTS R=81!#~ W=3"8 R=886# W=5"8 JLt: (9ai029--MDUSE ACCOUNT TDP CHORD 2x4 SP f2.N gDT CHESS 2x4 5P /3 N BY TF~ SEA 12) / Taa 18'3'8 Special THIS OM6. PREPARED FROM COMPUTER INPUT tLDADS S OIM£NSIONSI SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. c MWFRS UPLIFT lLB): 320 370 .- BEARING LOC. (FT): 0.00 18.00 05 FT ABOVE GROUND 38 H WIND ~ v . . TRUSS DESIGNED FOR 110.00 MP WITH DEAD LOAD OF 15.00 PSF iT~) AND 10.00 PSF {80T70M1 . FULLY OPEN BUILDING. N 1991 57ANDARD BUILDING CODE. ENCLOSED OR A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TO THE 80TTOM CHORD. ~ MUST BE PROPERLY ATTACHED s, fU v op vn v w - - ',BUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS OIMENSIONEO. n u~ C2XE ~'3 DI T 7YP . - CLARY • D1~1MlAN N A1P1ns ElplAw~P A"NYCtP. Y 1605 5. Bret $putRMeft PICMry. 6ranD Pralrtt, TX 75051 (21x1 660-7B~0 CLAAY O7YISlaN OF uP71E ~*IMPORTANT** WARNIN I~~EGNA-m.7rw1~ERE~TION cAw 5NAt1 NOl SE gE$P0/6ISLE foM DEVIATION FIIOM TMS DESIGN OR TNEGE SPECIFICATTONB. OR ANY SRAC2NG. 8EE NIS-4f ar TPI. SEE TNIS OES16N FAILURE TO SUILO THE TRUSS IN CONfORMAMCE M7TN 0$TSS BY iPI. fOP AOOITIOMAL SPECILL pE7M1ANENT BRACING RE CWr Cp!-V:CTORS ARE IyDE OF 20OA 6ALV. STEEL IEEt711G ASTM OUTRENBdTS. UNLESS OT1ER111SE INOMW ~~ AN6 M S EXCEPT AS NOTED. APPI.r CON1EC70R5 TD EACN FAZE OF CNDRD SHALL !E LATERALL BRACED 7RIKi AND UNLESS OTNERMIg LOCATED ON TNIS DESIGN. POBSTION Lr ATTACNEO PLT'1100D gFATNING. BOTTOM CN011O CONNECTORS PE11 OMMIMSS lTq. 140 C l60A-I. DESIGN ST ANOARDS NITN PROPERLY A7IACNED RIGID CEILING -- SEE CONFORM M/APPLICABLE pppVISI0N5 OF NDS i TPI. AN EIG7NEER'S TEGNIC ~ICATTIOM ~S ~ISN~A COPY OF TNIS SEAL OM TNIf ORANING APPLIES TO T11E COMPONENT DEPICTED HERE ORYN~ IM ONLr. Aflll B1/4L1 NDT BE RELIED UPON IN ANY OTNER MAY. DESIGN t0 THE TRUffi ERECT IOM CONTRACTOR. r-TPI - TRIAS PLATE 3N5T TTUTE. AD6 ~ SSG! NA710MAL pES16N GPECTFIGTION fOn 11000 CONSTRUCTION -j- ., u~ TC LL IO.O PSF AEF TC OL 15.0 PSF DA1 BC DL 10.0 PSF DRi BC LL __ O.O P$F BY: TOT . LD . 45 . 0 PSF DUa . FAC . i ^25^ „ isaao7 --14166 0/05/9a ?32 9x278578 IE J ~ - 9-6-~ 9-0-12 0 _ 9-2-l2 ~ 18'3"8 ~ OVER 2 SUPPORTS R~gOg~ WC3'B R~g90~ W=5'g T46 'e ~,S SQeCia T1iE SEA !21 ~ OUNT 7IFFAN`~ 9Y a-•-- ~. - ~xt SP f2 ~ ,; ~ • T ~ ~ 2"~ SP # ',- -. '- -• DIMENSIONED• M£P5 2X _ PANE1-S UNLESS _ PRES5URE EflUA1 LENGTH HDRIZ; WIND. ROSS 5SG-~D WITH "EXPOSED TO 4• D.C. - ~ MAY NOT BE ICAL .- ~ATEAAL 6RGHORp•AT SIGHT E~ '~ CONTINUOUSTHE BOTTOM . .. ~, AIGIO PRO~ALYOATTACHED TO M'J5T BE - S 1`~ fi~ C2X6 t .1.- ~, - 'YO ~~ C AqY ~~ I ~Vn,~.w W Ir,PUT tLDaas s oINE+~sl°"„~ r ' M C~PDTER SAS INDICATED. THIS DMG- PREPARED FRO BEARING ~t . CONNECTIONS AT 450 VE GROUND VIDE UPLIFT 290 18 •p0 Ofi FT ABO DTTOM) UPLIF tLB): 00 39. tB NG• MW~RS LOC tFT}.110 p0 MP ~TOP)DANO pp'FULL FOPEN BUILOI BEARING 15,00 PSF ENGLOSED - IGNED 0~ wIUrHSDE D LOADBUILDI~ CODE - 199 STANDARD f3 HEM-FIR OANAILS ~ 4' ION CONTRACTOR- tA) !X4 ~T~gRACE TO WTO BE SUPPLIED BY EREC • ATTACH MATERIAL. BRACING ~ ~,L9PE * ~ ~IIOTt~ T~p~61ttl.E ~ !Jt'~ -Y aT ANT s~ ~~IfTtI.iTOS. eY t9i. *IMPO ~8 pES1U'~ ~ 71E~ YI7N ~~~ ~,,~ ~;~ To .ut~.o' ~ w,oE ~ ~~t~"~T,to~ ~ 9A ! ExCEptO~ oi~I~ L°W',m tom. y~.+tw'£+Gt~ s iKiKIK TAKE T~ 9tA oA-til ~ 610Mfr of MOS~N* pEPICM~ tE~ !~ M/BPRtCIM~. appLlEb t0_1.aeri tN 9MV 0(IEr ...~Wl 0~ h s e•t r q~8p8~ Wg3'8 S pE0"1`1E Ex1~"E C+.'A WAANIN4`I w+a•1~. E" CIS oESla+ ~I-G 6EE NI~CI~ ~aM~+~IC~Ifl io9 foil I~T110MAtiuµ,•E55 4t~{RMISE YI7M PiIOPEA oyIgElE~u ~ Lt,1 ~EY TM~M ~gp170K Ltib~ p1610 CEILI~+ ~- ~ L~T~`PL ET AO,fp 16N E fAoY6~ TH15 MTtN ~tE p11191Y f0A ~yrxlw- Ic•n0" cwn ~~TOp. W'1MAL6 ~ ~ tP165 ~tTT....ettaJEt TO* ~... GI 9 .a w N w) i+. N J m ~n 0 _ A ~ ~ PgF REF 0 2p TC --L 4 • PSF DAT TC DL 9~ .D PSF DRM BC DL p .4 PSF gY: gC LL Q PSF TO'(.LD~ 1 25 1E ~~,,~, ~ g-2-12 0-`~"v pYEA ~ ,S4Pp4ATS a~BgQ~ watj~$ SEA! TZFFaN'! T 1~_~~ ~,~1.n- ,;~-- N ., . 2X ~ ~ ~-N - REACTION AT LEFT END• N£85 2x - FOR gg4.53~ ~ C~iNECTION/HANGER FIR OR gETTER•4. O•C. CDµTRpCTOR. QzGl .T• BaACETO WEB wIT SUPPLIED B @ ERECTION ;hl p S ACR ~~i1G1ERIAL TD 8E BaaGING t ~i ,~~~r,~XS I ,-- 4~ER ~ ~~• R"8'~~~ W$3M MEt351u T (t0A05 ~' 01 CATER AOM C~VTEA 1~ S AS INDI pREPAAEO f AT BEARING vE•GAOUND THis ONG• CTIONS tjp0 UPLIFT CONNE ~ iO 181 D 3g .56pOTPSFO t8N gUI~DING• PRONTO UPLIFT (BTl •• Ood MPH ~ ANO a0 • FULL. OPE gEARiNG LOC' FOR SSO• PSF ~E~ LDSED OR _ IONED• DESIGNED 15•DOCDDE• UNLESS DIME TRUtHSDEAD LOADguILDING TH PAµELS WIND PRESSURE• ._ ~ ~gSi STAµOARD WITH EQUAL LEND TD HORIZ• ED EXPOSED 4. O.C. IGN 8E ACI RD AT 2 TRUSS DES TICAL MAY NOT TERAL BR RIGHT END VER CONTINUpUSTNE BOTTOM CHO A Sf 8E PRO ERL aATTACHED TO MV N ' ' ~ uolw¢ ~ pIYI510R IbE FOR z vt> - r ARY-V MPQAT ANT'A* ~ ENO.PECift Teo ~ 1 iM 1•TIOµo ~TIL t ~~5 pf 020 ~yY. StEfl ~H ~ OF ? , ~ 1HI5 M-1~ tDR9 pOfi1tIOM f~~j AqY fA~~~ I ~~~~~•,-iE:~ q~F,5S6~ME~I (, /~~y ~/l-i~ aw Nr:.10a.~I"c tpY~ ~e~ ~ewT SIOK5 a ~.^ypOr~µi OEP„eC yF- MERE .Y..._ _~/ ..__... - --. m 1 3" 8 E%tPEµE ~•pE DES ~eul~ tlaN ,~ WAP-N~NG`i" +`n°jo'~'s~"IS~~l~ ~ Ijp It~pNE µ, ~' ~Th~ii ~Q M~ ~pER ,s, w°•ES5 Y sR tTOM c~AO ~ 8FM'LL ~ ~ CAI HIµb¢IlIM6 _. SEE p16i0 t.Y %1T~ T ~tT/~O FDR yyO~51EOTHIS y1tM Opp-SE ~JS ~yISH F' ~tOR. TfL1MI I~SlOµ~ 1Oµ COµT ~ T TO ~ 18118`' ERE~COygtRUySION MOOD _~, aaEGIFIC-T IOµ F GI N 9 J W N ~o s .a ~~ m R Q ZQ • 1 PSF REF I Q TC LL PSF DAT TC DL ip 0 PSF DRW 8C DL Q . Q PSF gY. 8C LL ~ PSF SE 12) 1 TAB 18' 3 8 5Pe Ia~•y""' TIFFANY 8Y THE SEA ~: t9`~C~ . ACCOUNT . P #2 N ,d SP D ~ LH:s;•, 4 ' ><44 S¢ #3 AT LEFT ENO " tiLB~ ~'~ 834.ra3f REACTION HANGER FOR. 'PECIAL C4~CTIONI FIR OR BETTER. 4r O,C ACE. f3 HEM`TH 6fl NAIL5ERECTION CONTRACTOR ~Ay ATTACK B~TERIAL TO BE gUPPLIEO BY BRACT m 1C2X6 y ~ -vP` c~AAY . o,.~, p.'.."r'~°« w DIVISION Of kO1fE rt5-~ sop 4~IMPORTANT~~ y.wa. NO~~FI~SIONS. 9 ~. THIS pE8IP/ OP pEBE NIrN 05r6S ~rM AT19N fRDN tAU~ IN CON-Op~ES/EEL NEEiING Of ~Y T~~°~l~orm• ~iY¢.G ~~ ~ st~A~~os NEpE ITM~ ~, rt`~p o~Nt sloes of +m~G c ,off ~~ ~•c C~ r/AipL2C~~ tEi i0 YNE C~..Ett OT1ER MA,= T'i~u °' T 1t0A0S ~ "'~. ~ -- FROM COµpU7ER INPU INOICATEO. -- THIS OwG• pREPAREO EARINGS AS '- CONNECTI200 AT 500 FT ABOVE GROUND PROVIOUPL FTFT (LB1~ p•OO~H 1r1INO. 40I~500 PSF (BOTB~LOING. M)WFRSNDESIG)1EOtFOR151p0 PSF ~ENCLOSEO OR FULLY OPEN BEaRI TRUSS CODE. UNLESS DIMEI~IONEO• WITH STANpARO BUILDING LENGTH PANELS 1991 BRACING AT 24. O'C• WITH EQUAL TRUSS DESIGNED NE 80T~T_OM CHORD. CEILING ORTTACHEO oOS MUSTGBE PROPERLY A ~~z .$ pGSG£5 ~DVI~ £XTREt~ CARE WAANTNS`,N ~gL,ING• E~"I ~5 GN F9p I~li~~ ~CO~yEP IiMtANENI ~ EPFIOPER INOILA i0p ~I~N15. tM-ESS Y pRACEA Mltn C~ 9NALL ~ LAi ~L ATNING. gpii0" C~ LY A1TAL~ ~'+Tl#G R1GI0 CEILI 5 ~ SEE MIi~I~;~ii1W li/f10~11ISN As~N~C ~YNIS Gl N 7J w IU to I n m cn a3 tU Sea lE crr et E __ TC LL r, 2Q .O PSF Ht~ PSF OATS TC DL 10 _0 pgF DRN BC OL 0 0 PSF BY: BC LL x,51 PSF TOT . LD • 25 nuR • F AC • 1 ... ~ " 2 SUPYUn1~ n-~-- pVER q.635~ w"3r ,. ~: ~' , ,~. PSA-3844 ~1 ~d DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - Permit Number: 97.34 Address: 2221 ALTCTA LAME Fermit Tvpe: FC~UNDATIC+Ad ONI.1~ ATLANTIC BEACH, FLORIDA 32233 =~'lass of Work: AIEW .._________ LECAL DEBCRIPTICN ----------- C~nstr. TFr.~• GtnnD FRAME Lot: 12 Block: Seotian: Praposed tJse: SINGLE FAMILY T+~wnship: RNG: ~? Dwre~Iings: ~. Code: 0 Subdivision: TIFFANY BY THE SEA Estimated Value: SO,OU 1;mDr.otr. Cast: $~?.!1n Total. Fees: $25.00 A~~p~~,:-~t Paid . ~2 ~ . oa Date Fai~i: 9/45/94 N~m+~ : ' MR . ~f.ND J+IRS . JAMES WAN s PERMIT X25 04 A,~dress : I5'? _OCA DRIVE WATER IMPACT FEE $4 .00 ,: A~L~T I C B1~'~~'H , FLQR I DR 3 2 2 3 3 SEWER TMPACT FEE fi0 . Q 0 Phone= (304~~?49-.3000 WAFER METER/TAP $0.00 _°-_z~_- ~UN'i'RA,CTC~R INS©RMATTON -•.-~_~-.. -~ ~41kD0I~ CAP ~5~ $4.G~~? tame : ~ ~'~D , INC ~ CAPITAL IMPROVE. ~4 A n0 1~ddress < ~,5~? TRIn~~ C4~JRT ~ SEWER TAP $4.00 'PO1~dT1? VET)RA REACH. -ice 32092 CR(?a8 CONNECTION $7.44 Li'cense'; AB0013{?? 4 ~'YF~= ~ '~~ SEC H IMPACT FEE $0 . QO C4NST.SURCHARGE $0.00 ~~-_ SCHAR~3E/ATL . BCH . $r~ . CiQ NOTES: ~Al oe~ 3 ~~ City of Attaotk NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,-RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PU$LIG SPACE, ANp MUST BE CLEARED UP AND HAULED AWAY BY EITHEfl CONTRACTOR OR OWNER `:`FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VFOCATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEA~H BUILDING D P THE ._r,_~ 400440004 Od0000000 125.00 14 , , 10/04/94 O1 Rcpt: 4000250 ~ ~~ ... . _ ~ _~ __ Ulock f_.,-__.. -arctlon 1--_........,. ~~• • '~'~''~ ;~c.davit+lcnt__!~_~gn --- ~••..lJ•:~-.Ifl~l~~ :t: r~: 1;~~~. X221--~-~! ~ , t,~ _ ,r t.~~roas: ~,r~•r It In s pL000 NAZARA lc:: ~ ...nv~, ~~, ~~ ortro cowplata pwpo 9. GIr : r, ~ I NFDRIlATIDN Yc~FCSons or •r1anCl1 Grwnt~dr--~'----...r.-.~.rrr-.r---..~-r-.~r- C`~I T Y OF .~ NINI\I'.\11\1=1 F K11~11 AI! 4\1{t' 11t 1t il. IYttH111t 1.:11 •t~• '1'F i.t l'1111~t. ItiN111 :17.+RtNI -~x tw-,~ a~~~IwK DBaCRiPTt0t1 QE NORK Rriot Doscriptions__________-_ Clwus of Morks {Nsr/Rowodel/Additionl_ __ r:~__..__ Typo o~ ~Q~ ~~~i~~ -- • CoAStructians L~It. FovN~r'fi0~ EstiRls;ted Vwlu• 0_~~Q,FQ,Q,~ ., _ _ _ _ llsitts>risils~ t..----------------- _.. - .. - - -.. •olid or --------•-------------•-•-----------••---- Filled ~ C,0/N~r• Groundt-_ ~ Rool: . - -- ---- --~p~'_ OMNLR INIORhAT20N ~I `~ Q lMotl:oe of NwutinQs~~,`. -_ _ _-- troprsty Ovnars~~~,~~~•' ~A~~.~ -JIL1(~~-•.. PAon•s~i~~ ~'~ Address--~~~ -..it~~~-~~~-.._....-----..-..-----.... (~r~ CONTRACTOR INFORMATYON Contraatot~ x~~~.,,~_~11~ ~ • Phone :~ ~! Marilinp t 1 AddroRst-~~-..~~+~•~i~ -•~i~rr..---..r-•r....--........- ~L~~lN ~1 ~-~~~ ~~ _----,------ Zip=.~2z33---. Esspirw~ion Liewnwo NuwDwrt~~„!,~-`~j ~- -~~~~~---- Owto=~,~~lj, ~~ 1 N[RpT ClRT=rT TMAT / (IArs •! 0 AI=D lRANiM[C TNif A//4iCAT/ON At10 NNOIf TN[ ~An[ ~~ 1 t' ~ • r Ar0 CORAtCT. Att.''ROOtOtaNO 0/ TN[ Ww AMrt I=MiNAMClf OOvI'RNlNO TN=S T1-[ r,-' w,nr ~~~i~ tr ' Ct1R16f[O 1-tTR. MIItTNtA /1-LC[I[CO NiRtiM OR MIIT. TN/ t=RANitN1= OP A -[AIIiT 4AL'i N~li 1 r r ' ' r `~'~IJ .•• Oiti AYTMOR/1T TO r/tUL.ATt YA CANCIL TMC /RUVtOIWO t1/ ANr f'1:(-CRA-., :+tAT[ ON IG,:At 1 •, ' •._•,•~,f ~~".~ ~. R[OVtATII~M=. OROYMANCRO. pR I,.A11{ iN ANY MANRtR, tNtWO[Nn tNC GnviRNtwn rlr rnusTp:. rt, •. ` ~ ~ -[wIOMl1AMlN' 0/ CNNlTRYCTIAII a TM1t PRflJ[Ci. 1 YN4<VRLTANO THAT TNti 1[:::WN~[ ui tr.t r'. .•' .' • •' ~ • w:~,• COMfJNU[N1 Yt'tIN TII! A~Ort !<NI'OMRATiON ~L/Ntl TRUC AMta CWtACCT A110 TNAT TN[ tLAN•: •-.. " , , /1~'~"~ ~ r, '~ OATA NAVi OL[N DR tNAIL 1R -ROIIIOLO A8 REOUIRL'O. • r ~~/ i / `>t , r•` • ~ \_ -. Ovner SiQnotur• _..____ ._..________..---_.._.__-___--- u.to_.. __ _ .. Cantsoctor ~3iQnwturo_ _ •.. ._ _ _ , ._, !- c•_. , -________,~1~ f -Z /-~'y F1.0O0PLA=M DBVEL.OPNCNT iNi'URMATIOt1 Type of Oevalopa~entt.,!_,`~ ~!~~l`~!'~~..~4~------------------- Flood Zone:~ ~ AQ,,,~_••~ E_____~__ Required Loreat Floor 6lovatiottt,~_______r~rrr.._.... Xt building i• located within • flood hazard zone, w eurv~•y~^uuc be wade AFTER THi SLAA HAS YEEM POURED, certityinV that th.r LOWEST Fi.00R fr'L.EVATION i• oqu•1 to or above the bees ilaoc! elevation e•tablirhad for that sore. No tit-ai inspection rill be twad~ and no certificate of occupancy will be issued until tho rttrvey it on file with the Buildinu Departwent. COMMENTSt Applicaett Aaknovl~ewrntt I ttndesrtand tAat the iwsuanee of thin peswit, fr ooatlntient upon tho above intoraation beii~p correct and that the plaau and •uppostino data have heels or shall be provided as rrgtiis•d. X •area to aotwply with all applicable provirion• a~ Osdinanae llo. 2'«i-7•i! and all other levt~ u:- ordinancea affecting the proposed dwveiopa~ont. ~ ~ ~/ Date ~ Z' :~,~ __Ilppliaant'r 8ipnatur~,~~ _________ •__ r-i~-r1r ~.~w~~~.-•r~~~r~.w•wr..rw~...w~. .. r..rrr~..-.. .. ~..r~~~~.. ~.r Departaent Uri Required Lorert Floor ~2ev~tioR ~r____~r_________ A~ 8ui1t Loveat Floor ~lawation ~„____________ __ Survey Filed rith lluildino Oeparttrent _ Building OQpartwent Reprtwentativ~s pat~v 3 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNIT5 ARE ESTABLISHED AS THE I~EASUREtdENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER 5UPPLY CHARGE IS HERESY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF WATER CLOSET, LAVATORY & BATH TUB OR SHOWER 5TALL (6) `~`~ 1 WATER CLOSET, TANK OPERATED (4)~( BATHTUB/SHOWER (2) ff~~ SHOWER GROUP PER HEAD (3) Ci` SHOWER STALL DOMESTIC (2) LAVATORY (1) ~' ~ WASHING MACHINE (3) ~ DISHWASHER (2) KITCHEN SINK (2) KITCHEN SINK WITH WASTE ~p GRINDER (3) BIDET (3) ---.--- FLUSHING RIK SINK (8) i ~_URINAL. PEDESTAL, SYPHON JET BLOWOUT (2) LAVATORY, BARBER/BEAUTY SHOP {2) SURGEONS SINK (3) JACUZZI (2) SERVICE SINK TRAP STAND (8) WATER CLOSET f VALVE OPERATED (8) ~( URINAL WALL LIP (4) FLOOR DRAIN (L) LAUNDRY TRAY (2) ~-- COMBINATION SINK AND TRAY (3) POT, SCULLERY SINK (4) WASH SINK EACH SET OF ~-FAUCETS (2) DENTAL LAVATORY (1) DENTAL UNIT OR CUSPIDOR (1) _,,,_~URINAL STALL, WASHOUT (4) COMBINATION SINK AND TRAY WITH ~' FOOD DISPOS. (4} _,DRINKING FOUNTAIN (1/2) ICE MAKER (1J2) ~ ~ LAVATORY, SURGEONS (2) ~.'~ URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITSr, ~' ~ @ #20.00 EACH # ~ ~ ~ - ~ ~-~ 10B INFORMATION ;~ „~,~ / ~-L rC/G~- 1!__af-~~ r... 1. I ~ , r , , L.. I , .. _:: I ., r r .,. I '~; ., I , ..: ( ,.. I i ''_ _: I ,,: i r J r ~'~ ~ i I l I'il l Imo. iti i.,, f I ! .~. .., .I 4..' 1 I "t -,. ~, ~ I ,.' I I .! ~,,~ I L ,„I i`` : ,.1 ... _ .I 'i ... . 1 ~'I;., 1 ~.~. ._. - .. 1I ..~ I^ I1 ., I b _. _~ I 11 I. ... I I.. 1 , I 1 1 I.:. C" C j °, i . _ T n ~"„ i ... I III .~ ._ LI ~ ~~ ILI, .. I ~ I I I ~ 1. L.., ~ 1 f'" r, - ~ !"+ ['.J 1 _ I ~1 +~.., p Ir r, (~~ I L. '~'t ~ l~ I S.. r . ' ~ I p -r r r .. ~~ I I I I t ~1 I ~ III 1 r, I' ~- ~ ~~ I f I r,. r~• (' ry' I' 1 L I 1 1~ ,, I ~ I I r .L.~.. , r I ~~"i I S s. s T .: I ", .~ I r- ..u. w .,, t,. -~'_ I I I I 1 f !,.... I it I ?'". I. -y p ,. ~~ ..:. ~ ~ I i: I~ .. ,. ?"" , ". I ~ I I ~o I I ^.. I I 1' ,,. -.i I I I I ....._ I .. I I ~~' I ~- I I I r- r°, .~4,.11c..i,~ I r l- ,~ I•.. r I' ;~ I,., P~1r; ;! ;~~ ~ J 1 1 f i ;,.7111-~7:':t~l.C~_~r71~1' ., ,. _ ,. ,_ .... , , ,_ ... .... ....._ 1 I S :...._ I ..:~ i..~ , I ; ; _ _ 1 ~..: I_ 1 _ ~ ,~ I I ':,.a . t a t..a .1.. i _ .i '..~ I I ._ LL ~.i. i~~l,.l.l _ 1 ..Iria..~ , ,.:~:1 ...k.~l I._,.. _;I~ f11~1._I 1. h~~"~i:~III.. ~_;~ _ : r,.._~ _ I I:.~., }. ~ P11.1. !_ l: .L I~ TI `~_ l r _ C`.I1, u, .J- L.l. i"I .L i_. ;:a . - pp a i 11. a ~.. .l I^ i L .L , r ~ ,G ,,,. I i J., ~ J ~:._i I .a I_: _+ ,_, .. I. l F ..,, ,I i i i J ~" ~ 1~ <::: t.: _, I I :~ r I ~ I ~ '~ F S 1~. , ,~ r i ~ ~,. ~n'~s I, ~~ tw, . ,I I _r ~ , , _. r i }., c•y.. 7 ..1. (1 s I J...~ III i,! r .. ,_ ~ ~. ~,. ( ; 4._ ( , _: 1 1 `."~' 11 1 .L iw' ,~ I ! ~ p p +..; ;.~ 111_~ .: .L I I x .. ~ ~_ .. 1 ~ J_ ~_1 I I .~.~~_::i.~7 C7I'I ',i7 .l w ~ ~:~...'V .~,.I.1.4 y ¢,.~w'( 3.ItI'.:'~(. ~'Y , i„ _I 1 i t ,. i.. ~.~ ,.... i ~ -w.iN wv «..~ ~, _. j' I .., _... `i ....s cl I i ::! ., 1 I - t,i 1.. ~..1, :) l~l '. ~,. ./. ~~:: )i ~ ,.- •i ~ .l J ,( r C-, 1...- V I I l.: 1.. .~. `L.. ~~. h ..~ i I h5 1..,.1 ~. ~;z, ~I.. ,L ../ I i r-.. } .E ::~z .l L..l '. ,; ~! _. ~... n t. _ ...L..L i,.;'i .~ ..,,. ~ ~J i.;, lJ 1...1 I I~ w. l i i ~ ~.. 1 t ~... L.x a..::a ~t, ..L. ~wi 'I'I ~,' ,.. J, l.. ,. ; n I ,.. .. .^ .... ,..., ~~ :I a. 1 a Y I:: 9 ~, fi- ... 1 ~~ ~n .' ~. r'I I_._l .Wlt ~. t..i ~r; l..l 11 _i .: }° _:. 1:. t~ 1 :: , (7 t I :: I_! ~.. u C_ .1. ,:; 1 I ~ ' ,.,,; i ~ ~. LI .;;: } L~ • 1 ,_ .i • 1.. ~ `-~I.:i 1" ~ a.~W, w l~ a s..,I_ _, t:a ~t~l __ ~ ..III . '1 I :. ... ... a a. ^r . i 1,~« _ 1. I~I';~ .;~ ~ ;'71 II ... 4.. ~'1... 4, ,z. l.. I , .. .;111 .. .t. I. .: 1 _.' I,,. 1 Y ~~1. ~:. .: I +.,.. 7 ,. ,i< ~,.- ., ., ~ I I I ~,.... I""I 1. i _ : ',, :. 1 4.;1 It'r - 4.,1 wl ,A '.. 1 ::'i_I , I. .. .~~.Ili~.1 , .!~ , 7. 1"I i~ ~ ~. '.. 1' 1 . 1, (. 'I I r;, l,_ : t ~~_ ;l. C. ,_ G y _. _ ~~ _ .I I I ,, ,... I r. - .-, ... _ ~y ::, I v t- i. .- I ... ~ .L ~'~., ;:~ ~ '~.... f _i1 ]_ 1 J rl' ~ i' .i:.i s L.. _. ., ..~ C! ~ 1 f„- s f I " lrJ I I to ., I I ~:, t 1 :~ _' ~ :~ 1,.I i T, I ~ 1_. ~I. .L t_; 'I' I 1 %Aa. Tl 1~ ,, i l,i t~;'C 1•'I ~w, („ ~ is. 1_ ., w, ~, a 1. I"1 ~' ~ . _, ... ~ " ,t, ~.J ,i, I I .. , ~~ I .,. 1. 1 .A.. I ., - f ~ 1 Y i f ., .I ~ r~':~~ ~~a ~ L ; i ~. I_ ; L. I I, -.._ i w. r r.~ ~_~ , ,' 1Y ~ .z I I ~ _,. ,. p ,., ~.: ,i..~ J.. ~ . , _. _, .J L _, ~.. 1 U 11 i:a .., ~i~'' ~L 1 ..L t,! 1.l ,_ I _, 1. I I J..:; wi .._; Iwl.. ~~, ~. ;. ;~, r l ._ r~ :~ :i. r~l .1 i i I y;:i ~ ._ ~.x I':.~ :. ~.~ .:i .:: I i •`: ~ 1 r. ! i ~ ~ t _ T I ...L ~ ',+ ~3~ 1 t ~~ ~h 'I:., i I .L ~:~ ! ~1 t„I .i. ~.. ~ .L I I L .;_ :'', ~_ . ~ I i'~I 1. ,. ~'~ __i1. .1 1 . __,_... ,4 ,_ , , .:J 4 l~ .. ., w ._...,..__.....,_. I 7 r'i 1. I i'wj ~.... r'::~ I I ::~ r ..I ...,.. :'1. I .. ...._ .. ,.. . ._ .I i .. ._._..,,._._... h I„ I i., Imo.! ,,d :~ i". 1 ~/ ~ nl , ~ ,.~ I ~ . ~ I, .., ~'` - .. ~ ~I ; ~,.,, t t.. _ , A , ,~- ~.. _ I I ~~ i 1.. r i ;' ~.~ I I I^: C _.y W,I (mil 1 I° I , G I,. .. { I ,~' 4 ... x 1` 7 ~ t L i,.- 4 I .. ~'~i~ 1,_. w. ~..,. ~. ',.. q _.+ 1. ~ .._ i... I `1 t:.~. q r~:, rv ,ri 1 . d ~~ ~.J :< ~,~ l l :? r~ 1. i ~~ f"~ I. ..A .' r- ' ~~77 L. ~ I , . ~,-'Ll''.~ I .,i(..! !.i;r~ I. I I.I c:. G .,..~, C.-.!. _~, .;l. fu. 1. ;: rl i I I ..i J. ':. ., .... ~li, ~ ,~ .. I':a 1'~ ~). '~ ~., ~ i ": I ~ lkJ Y ,i. 1.,~ .1. 4.~ I I ~ v . l.. ,.: ~.a ~ ~ i:S ,_ ~ I ~.~i ~1 E, i, :. + ~I'L.. _ I ~. ,. ~l J.. ~,i I ~I I <_ I I ~~, l _ '. ~~ I,., 1. ..I .' ; 5 I., .I (, I I C _; h.l 1 ~ ''-.1 ..L ~I I :' i''til .L .:_ .L (.,) .l. i~l :.., ; . ! I .i ~-. U ,.;' I it I ~ ~ :r'i 1 I ~: ~ _I (I ,,;. ~;, ,_ , . 'I _, _ : I' I L ,~. IrJ 1 ~"- l i ., ,. , ,. r- ~ ~ M';' r~ , .~ ~. , ( '_~ Li I I I , ~ J, ~t I _ ... I J 'i., i~_ I I f hl w' 1 ~,J ~i I t.! .'.. ., I I , I ..., ... , : ,I~ "~: ~~~Lwl~~.~7:rr~l ~~+~~~~ l.l, ~~a.,.: r~•, ~~ r- ~. ~ ~~ ~, . r,..1 I ,... I ~ ~ I ~ r r I ,;; 1' f°.` Ir ` I' r'" ~ . I ~ .. ~ . ,., i ~, I,, .t. '.;. h' t I ~ ' ~_.. ° ~ s.::~ ~~ r !:.~~ I T. ~ .:,~I .r „ < .. I I _~ ...' r'., I I Iu T Y, i, I .., . ,^. ,. L~~; . ~r~::r~ ~ l I-.. .. ,a .I..II J I~,...I~,_.:.~II.I;,. I ::~.._, ,i i:,, :~;. _.t ~~ ~~w.I.i,:~ ~, . . . . C7f 1L. I""r p '`rql"" ~ l I , !'~ 11 1 he~ A I~ If P'( L ~, ~i Tr'S t I L ~ TL... It I ~'4..i ~'`) Y~ S„ '~ 1. d ' ~ ~ _L r. .T. ~I~. .,. 1 i i ~, t I' I ~ r .., . , I ~ "~ .y' .r ~ ` i r ~ f p 11 rt r`+ •._; •v' I) I I r" f"? I I L I I L I L I ~ i I 11' I I ~ 1 pq ~. i C". ( ~~ I ~.w I I ~ I .... I .. . 1. ~.. I . _ _ ..: .. I J_ _ I ,L I I 'J- -r j'• r r I I I ~. r ' , , . ~ ., r"" I i "' -~' f ~ ~ l u r. ! ~'. ~ In.. I r h t " I I I I ._ I h) I I L ~ I I ~ i '.,.- I 1 i ~ I .... "°i l 1.. ....- ... 1... . i I.,, i . . . I I L.. ° °.. i . , ... .. I ,.., w .. ,... I ....,. ~. ! hz ~ ~~ ~ " ~° I~"~ l 1 , "~~ l I T' I i.! ~ I I I,_. I' 1 . . I I I . . I ...... ~ .. _.. IIi J.. A., '4J'~`i. _I~w'l,) .JI rl~-~~._l.. J, I4'.L~II ..I. ..I.j .{I.. t... .:~{.. I:„'...I :~ ,. I ~ I I ~. '~~ ,L ~ A.I l~l .L J j, ..__ r'~ i.J lJ'Ir I (.I ..L t :~: • rt ~ ;~ ,, ,: i r _~illa 1. ;' , .I ~. t..IJ. ,.,... _ _ A.. _ ,°A ~. wor ._,h ;: ~ , ., w>; II~.~; 1 .: I I ~.„ I .1, i„ I I ,_-i.J I l..i t,J t _; T .. _ . t~ ._ j 1 .. .- ~ I .. J(. ~. I ..., ~ ~^ N i I I ~ I I f I i, ,4. I J ~1.. ~ -I r ~ t ~t~- -~ r ~_ ., ... ,. "r A ,:III .;' ~~ , F _ . • - } i.. ,..._ .I ,.. r ~,_ ..' I, _, ~ .~ ~ I I _J w; ~ i ,, _. A. - .:, ~ _..... ! ..:'. i ~,:. I .I III :,' I„ ..": I ~ }I }- I 'y .y _ _I ~. .., I ~.,: l.. ~J ','. ~. „1 I..- j~' ~~ G1 'I _~. I I.... 7 ~._ I,.. 4d I ..~ }.. J. .i I`I x .. s_. , 1. 1 7. ~.~~ 1 ,. fw ~_. 1 I . '(. .. I, _, l~ ~ I I „,1) ~ . z L. ,I_ .r~ 1°I r°~ -:: , , ;µ{ .~. L., ,. ~ _ I..~ i" l l;. i 1. .: ( .L ~i'I ... 4^~ t, i `w ~,... I ~ r _, TI I ~ .1. 4.i I l r ;'. ~ d, f l ..~ .,. 1 ,„i C1 fl I ~II n.. ~.` c,i .I. laa: ,,. ni \ ! w,I ~ l., w 1 ~ ~,.- ~ („ ..a 1 I'....-~ ~ I° ( r „- '' ~ ~ I v Imo{ ~ .... IY .~,. 1,.. 1 { ~: J .;A...A. ~-, .. * I i ::i. a t. f i ~ ~ , f,' _ { I' .:. { ~s Tl r:.( ] T"I:w I ! ~. ci ~ .~ .,i l ~.A . 1...1 ! i :' ~..,4 ~._ '~ 1 I ..:, l,.t ..1. !_! A ..i .I 1 I ~„ ~ "~..._ . r" S_ T° ~. J. ~._; i.. T ~ ..L S.i ..? .1..."~ ~I ~I ..~ III ~ _. ~ u..' L..! ,.. ,, ._ I` ,~, f (:i: Iw. ~. ~z 1, J,. i~i 5 ... ..., J.. 6 -_ I „, I t;,H . .,,. L. wi. Ill , ~ ~ .I_.I (~ I_, i,: '~, _t 1. C;;i 1' I ,, 1 I .- -, I I i !., r - I - ~ ~ -; I I __ „, I _ ~. ~ ~ I .: h, ~, f I~I s ~..~,. t. r ' I°~ L° u ~,.. Y 11..;.,. I I L,. • t. ~ f {~ !'' { ...I V ' ~ ` ~ _ I....~ ry~- ~ I 1 IW ~ .. } 1... 1 I \.,J 1. .. i .. 4,.2 .t. I~ I~ r i~ ~ .~I~ I I t .. I 'l , ~. .. T A ~. '..:': ~.. ~I : I. 1. 1, l.° ~' ''•..a .l I I ...,/ I. ~~) .{, t I . (i . _r, , .t e `?. ~ l ., ... , ,. _~ _I I I ~. ; (~~- ~- i 1 ., p.:: _.> L• .-:..1. ~ ~~ J, .., "_ { L.. J, (1,..5 ... 1 ,.. ..,, 1, r y i~,l ... _ , 6.. ~.. 1-, ....:{ l ,1. ~:a I i .: I ~.. .l. 1'I C. is I l l f: .1 1 .i i I [.:; c 3 lnJ J. ~. I I i I ~ ,_ _I . I^,r r, ~ nrr I,_ ril'~ .. ..,i i~ . ~ ~ i ,__ r I ... I .I.' .. I- i. ... I 1. 1 . J_ I I .. ~~' _~. , r Y~ 1;,, :L- I ,' I::, f I r ~_ l.. i._ I .- ._. ~ ; t.1 ;L . ~.. J. I I ~ 1, i`s ~ I._. I .... ~ I ~^ - 1fI J~li~ a a•.;'iII_:, bd1.~,II ~I ~- ( d..~i''i° 1 J~::i ~ (I~, i_;v!/, -` ' -, r--. ~. h „ ~..J '' _ k ~- 7 .h I Imo,:? .~. _ " f" ~a I I I S. r. ~r' ~"I f' ; . I~ _., I ! ~:: I I ~~, i_.I . +r'~~;..... 1.. ' 1' I^~~ ~, ~I r ,. GI _ { ~~ Jl, . I v _. 1. ~ .l - ~. (. ::= ~ ~) , I^, r,;, ~: a ~, .; , ';I n :~ , j- ," ,_. 1.<... r.. _ .... ,. 1 I- r 1 ~', ~:. ~ ~. ~ fir. I"'t ,. rl Imp ~ ' h ., r y rW..~ . r~ t. _, _ r~ La. i. r: ,~ I.., '7" r"' r r ~, ,.'.~ ^, 4._. I ~ .. .._ ~. x ..4 r~ ,. r... ............._......... ~l .... , ~ -:~ ,:' L .~ ~+~.I :_! ~I r,. f I ~-~ .L ... ' I ;:. ,. I t (i. ,.., ~ ..:.J_ I l +_ ~z I: I I C_~ C.! ',/' I ':;:. 4~ I I_) 'y' 1. I I .I, w> wt .~. ~:.;'. I_~ l _. `.- J, i..i .I..f 1 I I ,:! .,t ~..~ , . {, _ _. ~... l.+ I11 ~ ~. L :? 1 f I . ~ G°d ,1..ii 1"I L. i ~I i" L' ~. ~r it .L ..1 ~ ~ `._' 1 1 l :: , ,. _ ~ r AC.:! i:,., f~.Jl .. ~.-'til-I t~~l I.! '( ~.~:iT1 .I +ul~:.i. .. I. I f r t I ~ 7 ... I 1 tiA .~.. II vv 1E,.. I. ...: I J, ,: I ~...' I i ~ .I ! ,~...~. I .. .. ..~ ._ .., l I '~~i .J 1 ('w l.. ~,J J_ Imo.. I ~ _ .. r r' }l ... i ... - ,. .: ~ ~ r C ' ,. , ,_ •_.. , .,~ ,_ •,. I '. -, .L. i~ ~~ :..~•~ :i.. .:,. I .. ,.., r- i ^d .I_ I I I 7 r .. ~ J I -; i:... L... ,I. I'll e.. _. ~.. ~',I .l. I , ., ,,a '..,, G' i .. _.. .1. r' ... .. .. C 11c; ... ~II.JIII I rl. .;.11 _: ;' I. ~. I ~ ,I,~ r . I ._':~ .. '~, I. 7 .t , ~ I ~ 3 ~ __.. ..~ I ~,c+I ... `,L~Iw ~ "J. P.~:.,. i InI,~ LI wi;~ ''"i . ~ rF°P°1 ,,,tip ~~~ _;.~ ~ ~ t,.. _ .~ ~~au? .' :", ._. ~,a. a.',: ..~ t.:._I -,+. ~..I ._ l ... t... _:.~ Y :;~. .... ..... ~ .. ~ ..{ ... I I ~ ,:_, , :.? Jn ... l.. 1 ~ 'r,; ~ t t.J ~ i .. . ti ! , J I ~;:. i.. 5 ,1. I I ,, t ..~ .::e I,. _-~ 1.,1 ~ ,. ., ._ l..' Y~ .., ,. I 1 ~, . ~: ~ ~: !.. _ I ,L. ~~ i ,~ G? ,L I I !~ ,,, :, ~^I ~ ,. .~ ry r ' -I ~~.. 5.....,,, t. .. '•.,.'~. ,l_ ~ . . ::::~ , ,,, .) i"~. _ _ _ :.1 y t d ... _, +. 1 I i" ., ~i.: h .1. ; /; - .. t...l! 1:.~'i" ... 1 i ~I a: i~ .. ...~_ _,~ _~.. ) C.. I !,JI... I I,.-C'1-:C~.L,.. $~1 r;Pd,_• T .L_, r_,Il._~.:I_I!;~T.~•!~~ _ ' , ~, ,. J ' ~ _ . _... 1 ..i. W I , ~.~ J y ._. ... _~ . .. , !.., 1: 4.t L, i' . _ I ... ~ ,e...+ (I .,., .. .. t.. .~, I I 1.. I_ ~_ 1 _r 1fl L+ ~ .d... f , 'r " _ _ t~ ...~ i. ~ I _. is ,...~ ,. ,., , ...~. <. ~ .. ~ ~ , ~ .~ .. J .i. ~ ..' :i. it ~. t.::~,.! 1 L, _ ; 3 ;:; ~ _ _ ,..,. ,. I I 1~ _, ~ r, < ~ n i I J. . 9 t ! .. 1 ._. I ~ ,. , - ., ... ,,.. ~ i . ~)t i ~ f, I,,~„~ ~ I•~: ~ I I w. i'I'.. ., I I:,i ~a .:.:Jl~i , ul =;~ _,. :.. ._ .I,1~1. , . ...J .. . II -- .. I1. ,'~ <-. W ~::: a.. JJ I ~, ~ ; w~ .~. , ~ ~-. ' l,! i,^.. a L A .. ? . I _. I. ,. - ., _ I ... I-,.?_ i.l....li '_i1..;4J,.l.i.. '::~,Iil:.l..1;,~,.,L.C..il1 I I . I C , ,. t.. ..: f ~ .. I .,. _ ~ ,~ -_ ~. _.i ~..,, ~ .._..,. _.I L. I 1_ I .. t_d V~~ ~. I I I (.» I ..% I ._~ ,. I_ ., I I I S.wl l,1 _, .. ,~ .,, I I 1.1 i:u . .~ w+ ~J ~~.. I i ..<.,., .. .. i I I I Iwo ... .L .,; ~i I _, ,.) V .i_ _. .. ... ii L ~..- .1. i'~i L. (I :,: f_i I I ,. ] 1. 1, ,,. ,~ I I ~;:: ':...! _ I,. ~.'• ~- r. .,~~ ..i. I ._ _ 1,-. „ 1:1 ~ ~ _ I i .. , , ,,,., ~. t - 'S..,1. J , .I,. i 1,., I I I i. ~ I t . ... -.1 ~:..! 1. L, .L. ,.? I I ... _i t... t.:. .. ... .. p.', I, 1~:. iw .+ i :.i.. 1' i ., . i ~ f ~ 1 :~(i I . „ .~ i .,: i I .:ri. J,. ~. ~ J w? , ~ .,,;. i G'-- .. i :::. C;: , r I f ! L. ....''. a. 1"I i ;~ 1 (I I J (, ' I 1 ! 1. ;~ I "I J. '!w 1. i 1 i ,.. ~ I~._IT~-ii~:.n nr,.~`,.l:Iv ~~ ~ r r~i:~ ' i; t } ., I , . J` I I ~~w~~ , ~: 1 T; ~ I ~ i'il;i~ i:~I- hti ', 111 i ~ ,.,. . _ , . .. . . . , I I .., ~ ,.. 1. I t I V ~ I i ,~ I _: ., ~ J_ , _ f 1 I I. i... ~V .L I.. ., ~ F .). ., :i. v I , ,i r -~ ~..~ .. 1 ,. I I _ I {......., J.. I ~ ~ ~ i~ ~ ... , ~ , i,. _._. ~. • ., _ t-,I,..a ; 4. ,._ ~n.I u; r ~_ 1 ;- 1 ,' iIi _~ I !::',,; ~ ;t. 'I w t.~ 1. t~ {._,t ~,_s~, ! .m I (~_. u=: L, t ~.. I ~ l I .. , t°" ,. ':~; .r. w. t_ ~ , ~'' ~~ I~ v ~, n I ha <:~ i., s , ~ ~ I° '::a '~•. ~ .,I . ~:~ u ~ ~ ;t i.. ~ l ..i 1 t~ 1_ ~ ~ Y" t 1 .,, , . ,;... J i i I I .I_ I ,,,. .. _ .i .._~ ...` 1.:.,. :. _l, , ~ '. 16.I I I'~ . ... , J ~~ 1 ~ . ;. I I I I ~ „J 1,.. I 1 ~ V_ t, ... _ _ N. ~ ..:. Il. ,, ~., .~ ,_" I ,_ , - ,w L. r i -_ ._ w :.. ;I r'`Jid l l .-,., Iluu~.:'i _.i, -,:i ~_ ! ..n.,, ~ ~ fil„f .. !... ('I _, _ !_+I,..~itl ,. _ i. ~_I I~,-'I~ ,. .. .., ... J.. I _. _.. t A. I, _. _t •:;1. ~,' ..-t. ~ w, ,J _f,. I _ ...: ~,.~ W I .~ I i 11_~ •:. .~ I_, I ..-. ,,. •;;1. ~ I I .C I ..4. I I I i,l I I.. I I 1 , .. III ;;, .~.. ~~ I I!. t'1 -:: 'I I I :?.. ':,.: ":~ ,.:~ ~..::.. .: ~. ~"J .::i ..,:. I I .1.. ,.: b'd III ..: ',. L_. ~.: 1 _~ ,..: i.... 1_ .. I:.- :.' ,.~ :. •:ui I'I (::,.' i I I t_ I- .~ 1_ I I,.:u. 1~ I ~ ... L. I I V . .. . ' ~._. ,,, i-. I: , ~, ' _: i. _ ry J .. _ I Y-9 .. .. '.„ l.,! _ l_. cm. ~ C J,. 't... h 1 (I,,, ::, y 1I I t: t. ~..1._a (-I .~ ..; a J.. w t,.,! I_J. ,I. i• III.::; I'I ( :i I I':.,, ., l , J :` 1 I i,.-~ I I I .. .. .. i,j { I ,, ~ '( ~,~ , _. „ ,I, ':.J I I ,., l_. I .. - 1 I . I -, ... ._. 7 _ I iw I I ..e I I I S.J<~ 1 ..~ ~ 1 ?_ f J ~ I'I I . .., 1 I a 111. ,.^..1, } ., Iw j_ ..; t . I I ~ I _ .... . u r I I I ' ~. ~i I:.., ~. 'w,. i.. 1. ,.. i,i I I ,.;t ,..I I y 11 i...! .L. ~ i ,~. •...! .~i i I i:;! a i I ..; l.. _, ~, .1. c' •_, .i., i I ,. _ ...,~ ~:. I ,~ -.:i i I s_ .. wv ,i.. ~.- I(1 1_ I 1 .. ~ i i, '.. ,. _.. T _, .. 7 ~. 7 .,.. _ t. ~ T _. ,: C.:: I,,, 4 ~.J I i i ~..,: .. ~ ~ ,. .. • ,. , I ,. , _J i...~ t-; u 111 ~. r ~ a. rl l l_~ i ~ l ._: I I •• ; I ~. I I I .~. I .., .. I. _, _. 6„ _., I. , .I _ ... ... ,. . 7 ..... .. I { :.z .... I I .~ j.. S_. .1.. l~"I ;. i.. rJ..L _: i..,! J, I ~I .... L„ I- L ~ I I ~ I ..~ _ ,.. I J.. ,. ._ ..,. .,. I I I I ~.... I _ r ~~ I , I .. .. _,. , ~ .-. . I _; ~ ..,, ,^ ...s .. t, I . , _.L ~ ~_- Ill a.~l 1~,... ~ _.. :..', `z._... _, ,... I, ~ r 1.., i {I .. ~ I.-+ i I I , 1 Mil „ , ~ i _ t. _ I._ ,_ ., i i .,.• 1`h -i'' . J„ ~ 1 :~ ,~ _ .~_ ~ „~ I i I • J ~ t,. 1 I "~ I~ 11'x. 1 I I I .~. a _.: ~ ~ ,. 1 :.: I~. ' _., ~. _ I i ~ ~;~ I.~ .).. i"^, .., I~ I I~ I„/ _, 1,. (,. '...,' ), I ..~I ,L. ,.! ,. ,::, ., .. ...: - I I I .1 I l.. : 1 1. I `~ .v, I ~ ~. ~ I~ A. .;, d,.. ` ~ ' .~ .. ~r ICI I r~, i i I ~ 1~ V~ 1.! I I ..• / I 1 d _.~ - I A~ ...a I~ ~" ,.. `~ is ~ 1.. ... .\ :. ~ ., ,.. ~. ..., I i ,_ I .. .. _.. . I _ .. _ .. ; `:~~ I d ~: i l~ : ~ ~::~ ., _ ~. __ :~'' ~- ~i _ ~ r' I .. ~ 4 _., ~, ~. .,," ,, , J lw' ..~ - ~ 1 I _ _ _ ~ ___ , _. __ ~.r _"..1,, , ,, .~ ~ . J. (.., u ~ ... ~ ,~ i :_ 1 •. ~ J '':' :i i I ..' ~ `, ;:i w : ~.. ~ I r"' ~ .i (`~ ..~ Iwl ,..i - ~ ,~ _ ; ° ..! ' ~ I ._S ~i `' I I . ... ,° ~.. ..., I,. ~ ,.. ! I . ,, I d. i",I .. .. "" __ S ~.., I i~ v .. _ v .. • 1- e L ~ ... C.. .., ._ 6~ s Irwl f..v ..,I ~..} I~.i ~ I d .... I~ ~..::J ~ 1~ru ;1 i~~~1 l w~l~ u ~~::i l ~ ; '~ ; ~ I .. . , . .. . y c , . _ . _~ ...~J ~ ~; :; . ~ : I"' 1 r .. •..,r ., :_: 1 ....I I '~'I .a.. li _I.. ~.J ''~ ..,i .. r l ~ ~ :~ - . 4 I _ ... r~ ,:. •' ,y. j.J ,:~. 1~^.' I /I ~:/ awl _..~ ,~ ,yj L.~ .. ~.. . .i ~J . .. ~... l.. A: I' ~.. I .,.,I -I ~..~ I I ~.I I .,. 14.A'~l I ., ..~ • (...1 L. .., t. ..1 : t. I~ Ivw.. L I . .....~ .~ >.~ .a a . '.,1 ,...v >. .." .., ~ I.. V !.,, .J ..4 ~.. ! I -J ''. I ~ - _ vi '../ C< ~ ~,..A I~/ t.I .J '.. / . ~ ~ L v ~., vi .. MI'_,. ,I ..I ~'~ j ~ A.,. ~ ,: ..~ ;...~ ...I ~... ,. .. 1.t ~ r _ ~._ ~~,: r ,,J ~: 1. .J , -,.I . ~..; ;- I ~, 1 , i <:~ :J I 4 i... <,l t:.~. I .. .. iM v L... IW' ~r~'' •:.. ~: 1...y ~. I ~ i . ~ E~ 1~..1 I i. ... :. . 1~. -..i f. i ~. I „.7 ry , . I I -..,:, , L i J .i..vi (J ,.. _. ... ....A L: , , ~ y'V ~J ..~~ ~~'~ `,, i ~. I ,"~ . I i ...,.~ .,. ,.."7 ~ I I i I I I I I _ 1 7 ,, 1 ,-,: I I ( ..i _ _ ~, I ,., w J. ~l (1:~ ~ __ 1 i : '1 1 1, t . ~ ~ ~ ~ ~ j•..l ~ I I e...J li, I r. r.. _, ...5~ i.., 4 ,~, - ~ ;.. ~ 5. :. ~ .:. I 4' 1 I I h l -, r- r a.. l III r ,r, ;. , „I r., I 1'.._ I'a „I I, ~ ~., ., n.. ..., i... i. r•,"•, I f"1 _ I.,~ill i... ~:'~ _ f'•~ ,.~ T .- ...-t,~_7, 1-~~r% ._ ._„ I 1 If-! , ^. ~. ` . ~I a I L I'I n ~ S I , t i' IfiP.n. ~ ' ii 1 1 i" I " i~ ~.,'1 f~ I C^~,.~'"fr 'f•..,, . .. .. ., ., .. .. ._ ~ I . ,... , . I .., I ~ ~ ~., t I 1 •-, r I _ I ~-~~;t -I r, ~- ~ I i-. (~ I .-,. I ... ~: I ~~~ ~:~. , _ ..- _. 1 , 1 ~ ~1 ~ ~.. . , ~...._ ': l.m L ,_ t~ uv.. , ._ r ,..'A... q ~ J. <.. ~.: •:. 1. ~.,~ ~? .1 _.. i .:.,. I ~,.i !~ i.,_ r'~ I ~ t^ IC" i ~f. 1!'} . r "~ n r 9 C I ~.,., i_, I,._, .. ...... _ . __ , , ,~ -. , r .... .. .~ r M .. ._, ., ., i ,. i ~, .,, ., •. I .. 1 . .,. I 1 .. l'~ ~ d. '. l ,.. .~ ~ `~ 1 I '~.. .,. 'I ^. ,., i ..._. I 1•`,, t 1 I .~~ l .f ,._. ^ I (h 1.., s,..1 ",. (+ I 1 _ ,.~ ('I ,. - ._ .,_ _. J _ . , .. a , .. ' I I 6''J 'n:: q -. n . i1 1 t ,. 1 ..... 1 \~ 9 qq : ~ ~ I r ft'~~ ~ ~ i "ti ~ -4 ~J ~,. ~ r~, .~, - °" , ~ _ .. ... , . i.:a . .i. ,.~ ' .1. - . , h ... l .. .... i -~.~ ~ .._ _. I . i ~1 i 1. _ t- I _ r-~ 4..1 ~ ...._ r ..: <~ r-~ ~, ~~r'~~~ -..-, L.n ~(- .-, T'~ I I -3I r :: ~ :., r ~ ~' ~ ~ ~ ° ~ ":' C~ T ~~ ~ . _ .. ,. . . _ ,. .. .,.,~ _ w 74 k . . ., ..,~ , r .._. a .. ~ ...I ~^~~ ~ l:i ~.._ ,.. ^ r^. r' ..... a. I""1 _ :n. ~ • 1' s,_ L..i Y•" I : ... -~... „I I,~ _ I ~ i a. 1 • f _~ ~, i i ~~ iW ~'~ 'T' h l„, a_ I •~ t ~:° I I '1 i ,, -,-'.: -•I 1 I I _ _. _.. _. ,`,~ ~~ ~`1'k.,~'~ i.'~a,lr,h~ ,. r'(~i~~'I~`~. I ~ I "~.~ ~; ` "';l•_~.i4. ~ ra" ~ 4..Ii; ..~ i,^., ~IT•_ I I :, , -• _ ._ .. I '.~" ; ~.. f ' ~::, .. _ i i i Iv.J iw "" ~ , ;~ :: hi `C l i 1 ~~ rl ~1 ? ., 4 r^I + .. . I 1 m ~. .; r, ., , n. I I I it.aJ ~~:.:.I 111~~~~) .~'.1 .~.1. ~ f1 .. .., ,..~'? , _~, : _ i-, r :- G_ , ~ i,- ~. _, L. 1 ~... ... _, i I~ J .. _. .1.. ,~ ,._ L r ~ ~:. , A, ~ . a..., . _ .~, 1. .... .., _ r , I,. , ~^ r, ~ r+, _; 1 _. ~ 1 _ L.,. I I ~ :i ~ .., ~.. a~ 'awe J,. -.... ...~ ~'..~ n ~, <~ _:..~ ..`'~..;~ ~ ._. -Y..-. I.. ;. I VV .I, p.,J "t' r- r, -~, T r I '7' .- I n r 1 I ~ r. ~ l - 1 .. i ,,.. ~ ~ ~.,... t. i A:.: ~ . r • 1" n. ,-. i i - L n i "' ~~ - ,. ~" Y '7, ._ , ~ y . . - ,. ,. n. I r T ,.. _ ~- ~ ~ . I r. j .. I I ...,. •. I ~. I ! 7 I-.. ; E ti., -' i 1 , l~. ~'a ~... i... I N:, I ~ A:_ 1, ~.... 1., _f I .,, ` ~ ~ i { .~:G ..I,. I I . .~ 1 I ) i . L / . .. ' : I J I ~ ' ~ II -r ~ ~ ~ r o- ,.. ' I . I . . .. .. .. .,, .. I .. b. .,.; I I ,,. i..M i I i ..~ i_... ...: i_..,. I I I ~ ,J .t. I ,..~ ,.z" „ ~, ,,,~_ . , ., , , ., x ,.., o- :,~ ~ _, ;, ~ ~_~~_~. I I ..~ , ,-.t_ I ~r~, ,r,; ,; ~7~ ~_ir~~~ ~ ,; ,r,,;.- r..~,4~r._~r• ~ u:~:~~_~~.~~r-. . -r ~ T ,.. r, ~.' , r r.~ c i w r i .w ~~ r'1 l i'._ . ,. , ~,,, :~- ~ ~ ~ ~ ,r r r,, r ~ ~ ~~ ,, r, ~ ~ ~ ~ , ~ ~ i r, t, t L 1. !, r .p.... ~~ i i '~ ~ ~ ~ _ ~ i i i ~ .A. . J l ~ll ~. ~, I i ~~ r ,, 't f i r,,, I Y, t,~ i i r r ~ ~ i l i~ ~ ~ ~ ~ ~ ~ , ~,~~ t .. L i ,, f r ~ i r^ ~ i ~ i 1 .,: ~ ~.~-~ ~ ~ ~,. ~ i i ~ ~'~' ~ ~ ! ~ ,._ ~ _. l-. _ ~,~. ~_ r i .._'! I ~ : ~ ~ ~ _ . __ ~ I ~` : I ~ ~ , ~ t~, r' i •_: ., ~ y ~. , ^r , t_, -~ i ~, i ... ~ ' i_. ,. '. ~7 -, ~ r ~ :6 4-. i .4 ,. r, .. , _ ~I. y, r'I I ,.. . I 'I I I ^,. I I I u.i . ^ .I,. 1 i I ~.~ I ~I w. ~. .~L ~. ~ I, ! .: t ~ ~J G„ L_, I ~~ .l. ._. ,_:~ ~. L, w._ ~~: ~"~ Tr.,r L_~~..~~~~r ~ ~~~.~ .. I .L ;~TTa .~, ~ .,, ~ I 1 .. ' ~. '.;,:) i, v ;::; ~h ~.. I I •., ;.,. ~~ ~. l,- I7I .. ! I I ~.. I _ I J_ '.w A ul (I ~.. ~ . I I ~: yPV J. ~I 1.,_ f'.' 1 I f f°• I'_ I M 1, ~ ~~ h~ ~ ~ I ice. ~.,. i~'"~ i ~'1 iV J 1 1 ~•,. I I i,!.. i~_ SK,i S_.1 ~ ~~ i I' 4._.I I I V~~,.' i I h. 1 i 1, J ~~ r ~~ 'I ~.,,. ~ .~ .. ~ I,'J ~ 1. f J. t_; 1 .., 11 C.. 1 j I I _ I L ,~ I ., f ' ~ l.J. i~ w l,. ~.. 7- I i i .,, ~ s.... r ~~.. .: ., ,: .: .: .. .. .. .: .. .. .,....: .... r" •,.fi I. 1 .I, f~ I. -a' ~~ ;_. ...~ i i l' ....._ _ _ ... , ~ ~ L._ 1 , I 1 l ~ I l _ I ", :~ .. ,. .. .. .. .. ,. . a ~.... .. ~ I A. ~_. . ~ .. .. ~. ,. .. .... _..,. ... _.. ,.. „...I ,. .. .. .. .. ., ,. ... .... f"~ I"' .. 1_... , I _.~ I I ,. .. .. .. r°^ , ~- I'. .r. . I ^., _'~ I ~Ji r, .. ^. ~ 1 I I .. hI ... ._..... ..._ f'^~ _. .. I ., f :.. ~ Imo, r. _' r.~" r, 1 ^ .t.. .... .. ., _...... __. i .... _. I r .... ..... I _.... .... .._ .. I .. i• ~:. 1.,.. r~ J, ~~ .. .., i l,- ~, _ ,,.. 4, .. I , ... _,. .... , ,,.. .,. ._.. __... I 1 I .~., ~ t I"S - . t"' I ~ I,.... 1.1 .. '~.; I .. ,.. I .... ..... .... . .. .... ... I.. '... _.. .. ' •.I ,~ . ... r. ,~, ._. n I I f .,^ r t ~ ,, _.... ....... _. .... I (, r ,^ ._ I ta. r. f-•• . ..,. _, I i f~' ..., .I., x I. µ I I , ! .~ , .. I ;, .~I .. I I .:z ~.. ~.. ~I ~I ,4 I I ,_ i. :'~:x ~ ~ ..~ .i. ~iJl {.. ~ I ,.L I~~i~ I I .. I .( I: ~. .. r+ ") _I .. r., ' i. .. _` ~ i ,I I .~ .. _~ ...w......~ ........... ,~. ~ .(... h I„1. l~ x ,. ..w.,.~. ......._.,, I ~, 1- ti r I r,' .. I i.i <,! .: i.J Y ~ ~. ,L...t -.~ 1_ I I ..: I ^, i ~' I I .~ ~., l~ I ,I ~, 1:~ J. iy;l !'j ~ . ~ ~' ,. iµ ~ :i 'I a. 3 w. ~~ •::, ~, a (~ f: III W' T~i i., iwi '~ l~ :,., t i'I i`(i I_!. Y i i [. ~ ~ ~ ~ ~~ ~ .. 1. (W:% r r I ~ r.." I L.~ .. ..... .. I r'I-, 7 r. .... .1..:... ~ . ,... ,. n I I i : I i 1 ~ I' ( ; I I I 1 t i , i ' .,i i I i •,~~~ ~ 1 ~ 1 . : ~~ A i z ~ ~~ 1 J d 1 i.~ 4•a c. I i., I I ,. _., ~ . . I I w 1 ...~ I It .,.+ 1 _ u=- l .4 t.~ s. ':' f~4 _ ,. ~ i=~:- 1 i ~, i ., i u I .. .~ , _ ~ ,. . . ., ., _ , . ~ . r-.r * ~r I ~I r-r.Jri I,1'` ~I::rnr Ii,I~,.rI1.7~ i ,~.i ~.~~~ Y~ `-,f.ICr~- I ~ I L~ I ~ Imo.„ ~ i ~.. ~ ~ C ~ .,~ 1/•.) G,.. I i J.. '~- 1.. ~ _ i 1 .L :,;~ I I .l 1 5 .. ^~ I, ,I 1, , -,~ T . . . ~ 4 .,. ,,.J L.,. '" ~ J.. ~... ............ ..... . ~'i ~ ... ~. _.~~~.~.~ ~ 11,E ~ ~ _ i I ,. ,. .. .,. .... ... .... ,.. 1 r , „ rw I r, r•, , J - 1 .-. 1 ~ _ q .. ... I .. ._ .. .. . _,... __ 'ti ~ I ~^) 1 _ I 7 r,l ... .. -wrr: ..., i_.. r ^, .. , .. I ,;,,; r r- r, ,p4 -t 1, _.> n ,. .n ,. C `~ -, .. _....~ i~..l .. .. ., ~ .. ,. .. ,. ,.~ ..~ ,.. ~, ':t ~l ~ ~~ ~ .. n .. _ .. .. ,~ i I I ~~.,. I.. ., '1 I lv i 1... ..' n ,. .. ,, ,, .._ r7 .w~ ~ - r- ~.. _ , .. 1 ~._, _ _ I 1 I ,~ 1 _.. _ I ._. _. 1 ~~~, I~,'~ , r.~ y_. ... ... I ,.; I ,. '~~I .. ~. ` ~ .. 'rl 1 _ .. _.. .__.., .. .... .. _. 1 I I .., ., w .. 1..... ... I _. ._ I ,_ , ~ ~'w..i_ ~ ; ~~.._ i I _, j.. .. '. 1 i'~I I ,aa , ~,r .J. 1 I ,~;' I c. _ _e ~(..., ..~ 'f .. 11.1 .L. ~I _. I ,' Y _, ~ i _ t .L .. i.. r.,...,. I j w . I ..... .r~ ti~~ ~.~ x ~:~ ,. ~ r .: ~ 'r. I~t r. It ., ., ~~ i ~i.,,1 Li.~~:;ii i'~, i ~..~.=: ~1..;~`f~ ~;1.,1,1_~.~l l~i_y G'iti_I.i .~`.. _l. :,J 1°l ... .L.` ;'../ ..., c ,-... n i' i.. ~... i .i.:~ :, 1. 1 f;,.'i'fi l.. I1'i,. •~~ I 1w: ~w~ l i V i fl l..! •(l ~l. l - 'r ~ i _, J I ,.. xK~LLEY ENGINEERING SERVICES, INC. Consulting Structural Engineers JACKSONVILLE, FLORIDA JOB TITLE ~B!P CALCULATED BY CG LL DATE ~ ~ b ~~ of 4 - 3 so (~ ~_ JOB NO. CHECKED BY DATE SUBJECT ~IJC~ -\t~~t~7J GC SKETCH NO. SCALE ~,...,~,,,.~.~ ~, SH Z OF _~_~,..~..~..a,~~ ~.....~.,.. N S-ro w y ~7' Er'~ i ~ ~'1V G'E ~ rJ ~n, rq,u,~ ~. 3 ~,4 ~ t-(' , ~gtl(r t~r4'r'E _ _ 12'_ ~ P SFL~ ttl~~GL. DN T I- I S~'~~~ , w~~, '~n.a-N,SY-t~~~o~ ~ . u~~ 4olbs/i.~-~ `J Y H ~~ SAN ''Coti1P ITlo~ ~ /JO(.trM ~ ~Tl~ tc9law~ /`>r 7 ~ .~ ' O _ 44 3 ~ ~_ 1 bg 5 3 ~ z o~ ,~ - ~ b'6 ~I! y .- a 4 ~ , .~ .. . 12~40~ _ j2,Oc~p_ 1 Z~~ • .` ~ _ ~ /' ~' h " T=' , v d !n ~{ ~ r3 7 ~ h / :_ ~ . ~ '~ ~~ ,_ E'~*,,,LS 'KELLEY ENGINEERING SERVICES, INC. g S^Z Consulting Structural Engineers --, JACKSONVILLE, FLORIDA JOB TITLE 1J3'1~ /~~ CALCULATED BY C~CiII ~- DATE ~J I (D ~L~- JOB NO. ~ '3 CHECKED BY DATE SUBJECT ~1 Fi h~L~ K'= ~ ~ (~~c'1~~ ~~~ ~~ ~~ SH~" OF~ ._ ..~~,..,~.<..,,... _. ' ~ ~ _~._ ALP ,. a .~, .~ . 5PF Z .5Tvv5 ®! Ibo'~c>,~, $~p cnM~~,rv nl ~~~~„ d ~'~~~c, _ _ ' ', 2`~~" 6y~,~z P,T, Liot-ror' RA*c'E p ~ G , ~rELp kDts~'S ,4 Np _ to• ~ 3 ~~5UB~4oon. /~}- SFI~~r~ w~ lo~ aar~S '` a T'~ ~ L4Tfi'-^~"~' _z'~ 8 sy p o. z.. ~ . P , b D.G• AwNCs ~Dfs. 5 AWD co"O,c. FiE~ ~I ~/z"~ ~ MZ''ANG41c~n-~~~'S f ~ W~ Z~kL~~~ irg~ ~t.ATE wlASHFT- ~~ 1 "T"''a~ ; v ~ '~ _ _~p-GI~F~V~ ~~~~_ _ IZ CMt~ V • ~4pG.K. W 1 2 t+ ~ :_ Co!Jr~,Jc~o~S. ?Ut~-~ ; @flck, r,J'ro ~ ~ d a ppon.ri,J~,o ~W~ W ALLs ,r,r'o)p° tea. . ~ ~oa.~~o-~,~. ~7e~+-J~a rcurl G~ A~ar~ ~ . ._ . ~r, U'L~LOGIL AW,~fCa . E-AST'. t . __ ~I D ~'1L~~1`~ ~E~.LS Moc.'~ ~ , RETA~ y--Jc r.l Aft.. A~' BRTis ip.PA~n,"C W ~ ZO EyA , W 1 i1.~ ~~~ ~ ~~ ~~ AC3DVis SlA t~ e-J _ 4° QAR'a_ ~ Z,_FT. ~~AGK ' ~ ~ Nero s-~ppo ?.-r- a c. _ Q _~ _ , -aD rJiRLLS W ~ ~p° ' `1 . co p.a; w' ~5, ,M„~. QRQ LAP - ~- ~ 300© Pst Fi ~-~,rt~s~1 . ~ (ax(o' io~~y hlWM on! ~ 1~-4~4~a .~R ro2_ TO ~ ~,,-~,, yA P-G.~ ~i t,a... I~t~M reE Ta,~R'r"t'~ Con rE'p i LL a ~ . _ T~rGK~>~D cl'~ro~ BEK-n ~NL N ar\1 vJ ~ t_t~ F'o ^~ //~y~/~ Qw lu ~ ~ CJ E'G 'T'i p~ r . _ ~ 3 c T,ti mus w ~,, ~ ~ ~ , ~ :_ T'~E`~ ~. ..~~ ,~,..:.:•~,~.~,~..._... e, ,~x~..~,.~ , . ..,~a_ w, ~r~.,~...~.~~,~~ ~..~.,~.~~~.~~,...~~ ~ `S ^3 ''KELLEY ENGINEERING SERVICES, INC. Consulting Structural Engineers ~~ JACKSONVILLE, FLORIDA JOB TITLE CALCULATED BY ~'~ DATE ~ ~ i~~ JOB NO. ~ ~ _ 3 ~ ~ CHECKED BY DATE SUBJECT _ I'klJl~ l~i~/17~~1GG~ SKETCH PiO. SCALE SH OF ~ ....~_~.s.,~,~..w.~_~...~.~.,~.,,.....•.,~.a__~ ... _ ~... w, ~:A,.,~,~. ~I -~ ~\ +--~ 1 (v Ergc~l c~'e.t.. (~ "i~ VE'n.r A `n.osab li aT ~'1. N 1 ' ~ ~.ry ~,,,~ ~2~ ?~2 j, -cam rop y.~" S cmNr~avodg 1 1 2~ 7X ~A'D,~ .BTM ~~iF a~ ~ 2'Ci'~'a~~ ~~tL~~AgT L i~t'tZ ' ~ 1~ { ~~ I ~I I I 2~ ~ rac~.t s, nE- e9~ op~,i~f L I I ' ( /~'R7 'rrE' ~ G~9M (nrt~~l.~ I ', { I _ ; I ,,_ ,, -- it~'; ~~S~fi~IVlr T~'M/~vn.q.1.~! St~oRinl(o 6 ~o AEG, '~n.lOrL Td FLAGi~I[a m N a~ I~S~~r. yCl,(plm cP1o•G 7~ 5 t.~-,~J'fJA1 V o v rj ,- ~7X -o ~~-~• --r-; .,,,1 ~ ~ i ~_. I ~ ._. I 4 _I I _. ~ ;.. ~ _ ~ _~ .~ t _. ' ~ { ~ . _.. ~ i ~ ! w , '. ~ ~ { ... '_ ,.. _.~ r 1 _. t. , _. ~ ~ ~ _ ~ _ _ I ; ~ , ' ,, '_~ ~~ ,~ ;~ ~ __ ' ,~~ ~~~ ;~ ~~~. ~; _ ,_ . , ~ , _ ~ ,_ ; ~ ,, . ~~; ~~, ., r ,rt ._ ,: ;v ~ ..k 1" ° .`r l.. t ? ~, !::; ~ r d r~ 1 i ~ l"! .~ ~ r I ~ P~~~ 1 ~~ l_.! I' 1 r I -r,.:h .> a f-.. ry-~ r r ~ .. r'* ~~~ C;- C c^ ~ "C . 4"J .":1 r'1 I i i ~ C"` `w . z.. ,..r~. ~, ~r1,_. w_r. _~t :; are ,...,. -~ L . L• w n~ j l_I~ 1` 1. ~' 4J T r d T G ~': n ~ : ~ 7~ I~~ P• 1 ~.; ~ r~ C~ .l `C' I I~; ^.! `~ „ I I,. ' L.I it .. ~ ~: r'1~:~~.'}_Jr~'~r ~. ~;~,.f, IlL_i i t . +. n. ,-. lJ ~.,. Ga i l ~i~r1h'Ir~ C ~Wa~~r'w rl~Jf"dG'I`r'I7r•'d4 ~-,... - ..1 .. f 4-, ~: (_'I ~...(~ a ,.1. i.,~ i:; 1.1 S..,i r , ::.} r1 .. .: I -; ~ I.. n~ ~ ~,- ~ % ~. i'"~ t, (I 1 I t"a ~' ,,, irk r' ._ i. 1~I :~. I,~J ,M t . ,,. 'r ~ , ~ .( . ~r-r~~~,xr~;k."~ cl~~~k..rr•~t.:~ fm,~~,~z~~ 1._ ~t~a~I ~~z~xr11:- ~1 :..,a .~. ~ it ~ ~~ I`CI ~, ., :~ I; J l i`i ;j .. . L,) ~1 , y r ~ ~.~~.: r,1 ~~ ~ . cl,~, I ,~~ ,-f ryry I -~ i,..' ~ 2.'a .t. I I .:.. r- :~ t,~..1,. j,:i kw.. i:J ,; i,~ r ~. '1 ,~.. ,^t~ ..; r a S:a I„ I„i f'I 1 ° r~r1~r ~ ~~~,Yr~~'~! ~r~vx~~ ;_ cJ,~,CI «'T ° a r1t~1 ,, , ~ Y"( t.. ~, .~ w:, 'r...a. ~~ i ! r, ~' ~. 1.1 i'1 ,. I ~_~ tn. G_ wi t~ z T'I 1. ,;,, ~,i I..! 1. j~'? I._ Ci u',,1 ~. ~_ r " .. ~, tw ~;. f l r _.1 -, M, t.. ~~%i~:~i. C,~~{1.11}`,; k.. ':Ji„i':.! i a~I"?a, i~_,t.1.il ~. 1.1 i.. V ;; l r1"f t_. tw r- r,1 _. ~ ~ -', r ...,~,Yxr~~, ~C-11~)If~'h`1s~~h''~I7 w~1P1 r°1 ,r;~r l~: c~c,r..~r~~ 4l~ux~~rt~.r.{~r a~._jr'~r'~~~,;. r"1~z ~,:.~: Try r°~r'~:~ r1. ~;;s I^~ A f,` r,,,,r~~. .-. I t~ a _ ~: ~a, - I 'I ' r l -.. ~ r a I. - _ _. w .~ ~~. a. r I <~~ L J t-! t; ;_ ..! t:.. ~ .. r #_, I_! f . h. ti~ °_ ; .f..l .~ - _ - ~ ~~ v .~ a r, ~wz iA, u r ~ .. L.I. I I "~ i:: ::.'l',..,l 1 I , r i"w (1 i }:~~ i 4 1 '.~ c:~ .,. ~ „ .j I I 1„i I„, ~%..J.. 4,., <~, t."i ,ln 1 I I;:! .. ..., L.. ~.,% I I ~~,t ..:~~4~ I~_u,4 a r.;~ . <"~.I,. ~-~, _ I... r1 ~',~~~w~l~;~. I".~.~i~;~ 1ff~, _A,I _..~, w~ c. r'1 r, k'~i- ~;a.'s r1caU•J r~::~C~1~~~,(. w~ „~ ~., ~! ~') ' ... }~:: r-t, l,.I I : ,~fwllll ~ ~~ r ..b. i ii l J t r„e w 1. G T ,-. wl ... ~ }. i} .~ I" I I,a i.! I I C ~., ... ~.'~ ... 1 I ~l .w 1- I f I ..:i t_.. ire ~- ~.,., l.+ ..i'...! ... 11:.::.: 11 : r_".,}. ~[... i `, Ci ~C ,l, +J t:i i- ~ i. .-, ... I , ._ "' ~i ~ _ L. ;~; ,.~:..;~ III'; ~.:. I_ i =. ~, .,. _r 1_! J" .., ,. I wsI'fl-.., I i ~.-'.~; :i ;" I~I . I " ~i. ~ i i.; r iI 1 .T r i' .y. 1'I i.. t;J l l ~ ~ :; 1' t:, .l ~ 1 ~ ~ ~..1 t ~ ;Y I 1,. h •^, L.. (.) 111 s , ~: (. ~ ~~ l 1 is i::j 1.1. J. 1 ii% 111 ti. 1 I ~_ :' ; « i I' f .x t I LJ +;~9. ~. ~ CJ ~ r i . '.T ''T~~ ~ ' -III ~"'~~~~'`':rl r ~ CJ1••"~Ii~~';r'" .,+ i~~~t-.31.~ r•}. 1 'fw ;_; I ... ~ A., ;_JG, i ... 1 i ..u I I t:. ,.;:. i ~: ri 1 .L. 1 l.. Y .,i l:.~.. MI i'I i_.i ~ r ~ ~. ;', ~ l,:: l..l ~ „i h ~,. ~-, ;...i ;<: " .. _.._ a• . u •J ~ ._. ~ ~ .. i'i ~'. , ~ ~ l ~ : , -. t ~ ~'' iw'' :-'~. !~ 9 t.... l.i. = i µ ~l_ J \~ w r~ J. i_. , r .. .~.~~. I ~ r" i 1 .. r•. - t'~ s- I . .._. LJ:~rit~u7~ T.I!'I .>_~t 1•<.t'~~1arl I_:I....t•!r.. ~- J.. ~ ,c r l 1, ; ~" h1 ,:; ~'~ I,~.) ,, r ! 1~. ,.• 'r ~' ~'I ~' ~r, ] ~' `~ :a k: ~.!. ~ "I ._, ' .:: ,. 4d'~ .i.1t: ~:r T. i..i._ a ..u. ii'r ~=~t, i Iw;'rl ~ ~ ~'P1 rv ., 1. ~".' ~ ~ t ~ 1, }._I r- .-, _ _r t iw ._. ~ 'vJ :i 'i i ~:a ~_:1•,i _.. -`r =`I . ~ ~ i°3 T i`'1 . ,... . ~., - _ . _ I r iT i.1 '~, r wr t.:t. iA; i~i h . :1 I4: •4 7 ~ : t_.;1 w: ~~ ~ ~~, I`t'P: ~, ~ ! e ITI I•I 1 ;:, (~ a~" i V ~ . .l, + i ,•. ~...l, t.~ rl ~.~, r ~"~I I , ':>t.!(ll'i11~~i" ~r'I'~ 1.~~ 1"~~1::1iW1°i t;:l.~}i ~...:l, ~; ": '~ Ci h'1 ;. 1 4J 1 71 ~, w,i. 7~., _... ._+~. I"!~' ~.> i:.i„i I 1 ' `~;,.~ rri r.1 ~ r' .C. rl .~- i 1. t, r ~ ~. i c~ ri f- i T P'1 u, .~ ~w, ~ ~. L~ r , . w"~ T f.~ :~~ .~ ~J 'L r! ~ °, tad _.. h, T h°1 , ~- ° ~' f t, ,.. c ~J ~.1 f ~ ~~ l.. i_ . ~~ C ~ 'fl'L'. .1` 'I"i "~ 1 ~. ~: t i is 1 w i"I ~~J 4.:i. 'fl f 1 I'1 ~::/. ,.. N~ ~, ~ 1" i.! i" ~ I • ` <;.% v`~.'~ t.. i'~ h"~ ~s.- n < ~ .. ? '~. l,i I' 1 , i .: ~_i i~ ,i ~, . , . ~~. i ~ w J 1 ~i _.~ ~ iL.~ J,.~ f(~s:'f1 I. ~~ Lr J... f"I.~ r_. _, ',_J ;..~ 1 .~ 1 , S, , .L. .. I I ; J. G J .i,. I r^ 1 1 .1 •;: 1. cr ~ I I ,`.-..~i I 1 ..;i l,! I ; ~ l l :° . i ; . > }. ,, _ ~: `~ ..; f l i:. 1. ~ kx i ].. t:; Y"1 C_. : + ~+ 'u.J 1 , 1 I^I ~ ' ~: n i v i. r" r°9 1. ~ t ~ i tl iti r~ ,i. •T" C? __ ~~ " ~ ~~ }.., j _ c~ 1 i ;. ]• ~:,. ~. .. ~• .~+::z •: i ~~ ::+ Y :•> ~~.'f" 1.1 C:~ ~ t_I f- ~- ~ ~„ •t 1 . °. - ~ `~' ~ `t ~ ~ ,. ~:' a. ~` t ..1.4. i"I ~ ~ I .^ _... . " w u I I i ;. ;1' 1 _ ._ • I r w, i `i ~iv .t 1 ~~, ~tW .d. ~ a r'1 ~•~ i ! ~.~ •'.~ i„ I t" i ~~ l~. i _. I .. ;.z „ ~ .; ;;M ., i ~~ ~_ -I 1 lJ tA` .J.. ~ I r' ~ 1 l ~~ 4,.J 1.,. 1....~ }..,1 ; ~<<:~~.iri~ ,~~.r'!~ Twril;-~:r ~i.~.~1 ~; w:~tad:1"i_!;~ r-1~t1~z~~1.~w: 1...~I ~~~h1 , 4.,_ ~ ~ t..t ~. ~ ! n s:w i i ~ J .1..~_ ~.. ~ ! : j 1..., f,1 C.~ V, I ,.,.. ,- i ! ~:i a. 1. I .a. t./ i., / L ' !r' ~.J S..l L,. t.~. }'I •~ 1 ! 4 ,Va .lV. •..I.'I ~i~. 1'dJ'~~ ~I~~I ~.,. J. ,1..:~. ~w .~ i.J ~I ~1 r._. i ,.: i,.. I i 1 (~"~ r• IAl J J ,. }, I^. r... , l,:• Y., v ,.~ i l.- ... 1 r"~ ,, . , i ,^ i (' : ,•, I' .. C„J ..~. ~ I .", t ~i r'' 1 5.:='~ l_. V.t. }"I 1 ?. ... ... , ~. 1'1 ~ 1 ~ l; 'T` cri A. 1 I:a Yl r_. ;:J,:=i ._J r I ~+l"ll r ('., . "e 1 ! I" ~~s C^ ; ~~~~l.l1F~IlIl3TI~ w'AG..L1f:3 i_.[;;IC:i~~ ~_.,,i_ ~`i~~. ~..'_ :``~~ ujwl,ll'1 ~ t ~' C.~ i~l :~ ' ~ 1" l~ ~w fi~ ~ c~ i"1 ~~ l..l .~ 1 i. t: 1 ~. ~. C' ~ _ C A i~ ,`~ i. j" + .~. ~ ~ w ..,~ i _., ,- i`'1 ° ~ r~ l 1~1 r"-~i l._ .7 = !' t~ ~ i ~ ,: i . r' T ~ i~i ~T °. ~7 : :~ :l . '; ? _! r: (~. _ ,. f 'r° T 1 I i L.;. 1..1.1,., .. ~T i., .ww .L :7'~.J sw ;~' ~ .l.-„~ I_;' III.. ,.. 1,, a. ~_ I _ A.~I:J, ~ 1 ~+fT'Ik. I I i.,'." i.•'f I"i _ I il.. ,~.i I .. ~( Iii .~ -- -_ -_ _- - _C~- __ _ _-- --C --_ __-- _ -__ _-_ _-_ - - - - - ._ E Y-• < <_~ ~ __ r r ~_ ~ -- ------------ ---- ---- - - ? x t~ C <:. ~_ ~., C, t; ~_~ z% O C3 f ~ C'~ ~; : t t1 - r ~ t- c- ------ ~ -- ~` ~'- ~ L' - -- c-! -- - - _ -- "' C - - t ~a ~__ ~., i _~ ~ ~ i t_? C.: (~ t~ ~ C_.` ~ t Ll~ • L_.~ t -': ~ C~ t~ t_:) t i (`-. [ i L? [~ t_? ~• t-? C? [ C ~Z ~ e o f • ~ i ;,;a - - - c-' ~_ ii) -i - ~ o - -~ • - - - - - - - -" U i C C 3 -` t_? f ~.. t~ C:~ 3 C3 E~3 C~ C: % E' 3 t~ i s C_? ~ L~ [ `.'ja - - - - - - - - `) C} L t . L i:' - ' f ' ~ - __`_ • ~ -- ------------ _ - • - ------------ ~ f( { ~_- i=3 t" t <- C 4_ C7 t~ L C3 C:a ~,,3 v G ~ f t 3 v k ~- r. - ~_~ r, ----------- t _ ,- ~ - - - - r~ -~ - - t~l -- - L:~ -n - -- - -- - _ _ =~= -~- ~ - - - - _ _ .r -- -«-• _ ' _-_- ('4i t^,' t? Cl3 £ [~s <-t i3 ~: t3 ~_ t : L- - r f., r-i f`- _ {-. C ~ ~_ C~ C ? (_i { i C. ~ ~ ~ ~3 L_~ 1 ~' -__ _- [`" • _ -_---_-__ ,.s is C ' ,; i r ., . - f,, t C- C-7 ~ - - -- --- - --- t t_ C3 f-% f c~ C f.~ ('~ C_' t Cj E t, L ~:', (.,..- ------ _, ..'j r-s ^i L) ~ `J ~: t_.3 ~i - - "_ _ c-? f Z ( ~) C i Li ri l ~•'a t i = . . : C-i fv t i __ • : ~ T-t , ~ -- ------------ ------- - _- _- r ; - _ r^ r_ _ _- i'! C' L C-~ C~ f:= ` - ~' Cs f_ Ls u' £ - s- L z __----- STS f e L .: t~ t_? ~ -_--_ f, t_ C, _ - f_ : t _- ~ ; c-l •' ~~ •--~ ~ c-+ - •_? j i'j ' [ Y i ._ .. . A .,~ C4 C= ~~) L7 t=? C? t~. CJ tv. <~, C=' C, r'. C ~; - ? ~ ~) L 3 ^3 i _ ~~ t~~' __ r..; _ F'' f,'3 C'? t . ~ r J ~~ ' ~ Y~ ~ _ ~ C -J Lt - _ tom; C-'i c'~ C-S c~ f'.,u ~S !~ ~ ~ ~ •_: ~ f -_-- ------ -------- -- ` l ` L - - ' ' -~ a 3 --i f... ~ r %l.-; 3 t E= 3 •-I _- _ t~ J= _! ~ ' ~ •~ •--7 k r--: <:~ r--€ i 3 • ~.. t (~ }..) ;.3 -t-: i T " J .-( `1 r-{ J 3~ t ,_ y __ __ ~' _ _ ~ ~ .. f 2 ~ '-1 i-i ~ r'~ -l r~l _'J i ' R .:_ t .i :r 1 .e_ - i ~ l' } ~ _~ ~ " t f J i t -~ } ~ - 'y s-' L i 't-j i-~ t-. • 'r £ t `~ - .. S• ~. r^ i f ;. 1 i; l ` ,- ~) -~" - J {-C {~ ~.,' }v ~_ ~ ti r i r;." _ r f 'r' 's=ue , l ~ i (,. J~ , _ ~,. .: ~ , .. ,:; .: i i 41 ' w - i- ` f ~ ~ ~ -i is is ~-,i ~ _ ~~ _: ~! 7 t =_ i ` .j t} _ ; I . i ~ ~_ - i:e; ;~3 .'i '_l f 3 £7 ~~ (`) F~ ~ £,7 ~~ l £_) t,..7 .~ t.7 €_) £7 %) t,-~ £~) .,j ~ s"~) f7 , ~,j :~ {.l ,, - y s _ !` _ "__i -- l P_~ __ __ L, _? _j __ _~-_ ~ 3 f3 ~.) ______ ,} r 7 C7 _~ ;3 !~,7 ~ _ ___ __ _._ __ __ _? ~..,~ _ _-_ -_-_ -_ _~ _ ~ _ _ c-3 i3 t~~ :j ?_~ t?, __-_-_ __ _~ __ iJ 7 41 a.i't ,.J ~1 _._ ~. _ __-_ _.~-_ -.-t __ --F s._i - :1 L~ ~ ~ _ - f ) ;:1 ~ : {_) '1 £_? ._ f) 'r-' ._3 E'~ ~.,7 ,~,.) £..3 Y f~ - 'r-} .`~ ~~ ~ ~3 _ _ C~ i~ i_.) s_} :_7 - y-f t-'. -~.i ` t:, ~ C. + 1 J -..3 .._a r'_) ':) 7 r~~ -,- £~ '~? F~ 1 ) `:~ ~- '1 i'' <:? r~ =~3 =) z:~ €~ z~) z_3 z"7 ,) _~7 -.- _ ~.' _ _ ~, v {. f;~ , r e f~ ?,? r~~ .. ~ £~ :.) r3 £~ ~ £~ °:~ £~ _) '`~ f_t7 f~) L~ () t:_? i~ .-? £_) {n _Z •.'~ ?~ £.} r) _;! £7 ;-y s~ :_? £~ i-? -. - ~' ~ `--- ) tv`i _{ E. ~.i ~ r~7 f) .~ £~ .} C~ i] c'~ ~ .-3 _ CZ £.~ _~ t_3 '=1 ~ E~J t ,-r :_~ _ f.J _ . ~ . . _ f? -l i-T- ~ ~ "~! _. 3 ~' .~ £_ 3 C') `~,f `.J £_7 £~ ; ~ £:) £_'i t s7 ~~ €~ f,~ r-? ';.,7 f_ 1 _:.? F_) £ _~ £~ C ~ L] f7 £ ~l - -- - -- - _~ -:_t _.: _ _ i--' 1. ~ !-) i=` (gyp (c: :Z .. c,`~ '~ f`-~.) ca £~ rz i_h '~ £`} ..~ £~ E~ :~ .) -i !-' :.,~ L 7 '~ ^ _ ~ a~ €_? ,_) t~) ~") £_) £~ '~-~ ~3 :.3 z~) -) ~~ P 7 , .' __~~ - .. ~~ _, £_7 ~'~ z_l P, 7 7 t'~ , _ -~ ~. r :3. _._ __ -_ _ _._ ._ _ _. - a , t - - _ ~ ~ is ~-3 C} C ~; €_-. i~: f.. .., ... z c - i, -__ ~_ `- _- `-_ -__ __--___._ __ __-_ .'-- f- - _._ _ -- - - __ __ ._ t:- __ ~_ -- - - -- -- r- _ __ __ ______ _____ __ _ _______ ___ __ _ ~' , -, ~ f£ C i C s V ~'; c} [J i} L c ~ L i i C~ _ _ _ _' L~ € 4 _ €_' __ __ 3 [} t i ___________ f a ~ _ r - ~_ -- -- ,- - -._ - - - - - >~ ~ iei - - - - __ ~~~ C-r ~ _ ----- -- (~: C 3 C3 ~~ {) -- --- f~l C ~ [? ~~; C_3 [' -_ - -- € (_3 t'J [3 L`~ ~ (_ 3 ~ {-_; €~ t } €-' C ? C ~ L. C.~ C .1 4:: f~ [~ {':l __ __ a } _ _ .-# € , - - u J - - - C:; _ t; .r{ ._ £.i ~ l _ _~ ~ _ [? -- ---- ~! Cl 4~-i [; c' C.% C.? €~ ~~ €_'+ [3 z c`~ f_, C 3 -- Cs { { [__ ~ ms's -°`- -- -- - _. t'r : _ ; i C_i C.) i.? L3 (.5 [3 r.. ('.~', ii [) C.l' C~ C3 C.' C} ~''~, \.i (~. C3 i3 t_=i L.} f. __-'-__ €.~ C C.' --___ ~'' [ L.3 _____ {". [J C~ __ ~i.? -_-_'_ G:u - _________._ f C~' G," ce cam. f~ - - - C' ~ ~~ f_~ ~ r, ~, ry .mil ~ , ' ~? ,,~ r . ~- ~ ~ ~-.~ r•, j _ ..~ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ ~ 'l - ~ ~..~ --~ '.~ ~ i1 -3 _ ~ l -~ - .~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 1 ; ' ` - .. .. ~'~ .`1 ' f ? "; ill ? - + t 5 1_} _ - ( k `~ _ `_ L ._`s} ( s 3 i i' t I ~ s -~) '_l ~ r' ~.-, p"'' {~ ~? '' tl - ms + fY,~_ [. _ - ~ )_~ ~ i._. ~ t' _+ C`J ~ ~ L.1 t 4 ~._ f . 3 ~ ~ _. .- -4 I,3 L-_ ~ ` __ __ __ _ ____________ ____ _s ____- __ __ _ _ __ z r -~. i C ? c ~-...., f £ L f {.., ~~~ ^Z f ~f f __ C~ - -- -- - - -- ,. - - ., +~ €_ __ - -- --- ---------- ----- ----- - ------ ----------- :n ~_ .s _. ____ __ _"_ ---- -_'-_- `_-_ -_ - - _ -- _- _ _.a C 3 _ ~? i? ~'' t \.? Cry (~' ~ [-3 " r..., C ; .~ _i Cr ~ £ __ ~_ _ -- ~~ ~ ~ fJ ~ , C a ` f:? C^? C a L 3 C' C L [-z t`• L C <~; 3. [) ~ L{~ ~1 (3 C-; ~3 Cs ti-* C? C ; ,_:- C-i `3 U-~ c 3 r-r --i e .` _ _. . r . r3 = - ~ ~ -_- _- _._--_---_ _--- -- -___`________ _'___________ _ _ L- ~'s C~ is ~? ~~, (_; C3 (-. C~ ~i C~? C~" C3 ~`- L- C. ~' C.3 C1 ~'~ ~;, CJi L; L r`4 .. f ~ 3 t` _ _ _ _ `._ _ _ _ _ _ _ _ _ - _ - - - 1 _ - ('l ~, G t i CY' L} C_~ ~a `-:;1 C's C~ `'. C3 C.~' _ ~-=: C `a f :' J (`'' Cs L_3 i;•. f-t t_3 f'? ~_ t~ ~- ~ _ L~ - -- '- -- -- -- -- ~ '- .- - ~- ~ -- -- -_ ~, 3 C i? is ~, ~ C' t. f tJ i_ ; (_. L3 z s C` {} Ci C~ x--i c~~ Gs ~a ~ C? ('`. C C` ~ z-s t 1 L~ c.a r .. ~ ~ -- _~ ._h r~ _ ~.; - _ _ _ _ _ _ __ _ _ _ - - -,,Yr (... C- C . ~~ _ _ _ _ _ _ _ _ _ _ _ _ _ {_ } C) L? C-a L .3 Zi -. L - , e-'- n ~ C`.1 ~,? C~ ° C? L.. C . _ C.: t~s [ ~ f'` f-. C L~ -- . -[ r'i t u L .i ( < L` - ~ , - ~ ~.' t 3 e--i F f 3 - s f - L ~~ (,' r. 'S ~.-. L_3 ~. c E_3 { ^ ~ t _f t . f ~.'--' C.1 ~1 f 1 - _ ~ ~ E ' ~1 ~ c~) f':', is , f-. < C; ~:• C.` C: Lf f'; c i---~-. G3 f',= t::1 ~~ L' a {=I (`; C3 f:: L_s [~a ~:. -? t_,,,' ._ r~ i < .~ C ; ` L., i f`~i ~ : c` ` L_' L3 clj ~'-. L_3 C (~ L (,u f~3 U 3 C~ L: C._i ('s .,_, C 3 C~ L_ t ~ +:.} l.::a T " ~ . . . _ w ~ Z "~ ~ :: ~..~. ~~ ~ z ~ rte. ~-i "'t c-?. (`: ' - ~~ i , f,- ~"# iv '_a {6-- _ ~ t ., .sue i3 ~ a v --s E~- - _ _ _ ... , ~ _ ~ . G 1 ~ ••-{ ~ s ` - r-~~e ~ ~ j . f 1 1~• ~ ~.~ _ -i - a- ~ _ J ~ -<-- v-i ! 1 ,~ f y j a-+ try ~ .7-r i l TS ,,,.) +~ ~~ r ,Y'- _ . . ' { ~: ~ ~- L. £ _~ i'1 ~ {_:._ _ ,...~ !.~ _'' c._ L. - ~ ~ ~_~ 3 -_ L.'.._ i-'> .~ L± ~- ~ H f S L~ ~ f' 7` _ _ { } ._ ' 3~... L-.a L`". f..'3 c-j (`:: f'.. .> i<; CV+. C_: .1 ~`.. - ( •s ( r L~ ,. _ ~ ~ l:~ - ~- - - - - - _ - _ - .. - .,, - . L--~ r-- ~-- - - - € .~ ~ ~-; y i J --3 ~_~ v- _ _ _ ____ __ __ _ _ __ _._ ~ L.. Fu:_ ~ -- ------------ f_ L- ` C__ ~- L_ : -' ------~--- C- ~ _ ___ _ C. i_ ~~} C} :,''} I' _ __ f~ Cs C.,; _ C L.' C: Z^. L' \? ~ r..- ~`_ - Y i ~ _ _ -- -_- ~ L __ _--_ ~ C. ~) f (3 C4 C3 LY L~ Cam' Lit £,~? C £'..'i \) ~ ~' C_' (s {\F C_: C,3` Lt C { 3 l~ E~ ~? L. L J {- f-'~ G.' [•3 ~_ ( ~ [: _ C ~ ~ - [~s { 3 { ? £3 ~3 L~3 C :~ C {`. ~> ~? V ~3 ~: {~ L. ~? C_? C? C . L~ - ~? CJ L ~ C' -- - __ t u __ -r __ _ ___________~ __~_______ t ? ~: C"} ~~ C1 C_3 ~} _ __ ~.` C~ ~> ~> C3 ~:: _____ f:-, f_? ~, __--__ ~,, C? f __ {`~. --__ r,, ~? L~ ______ ___ ,., i. t - ~- r... __ .~ - - - ~ - - -- - r y ? \~ - - _ • -- ~'? t i c~ L? ~ C''s - C C~ C F 4._? ~a C} t_s ~ -` ~x C_~ f C_? L ~'„ ~ Q* C~ Ci C L L~ C = f: C { .-'- -_- f ~? _ L:3 --- . _ - {_: ~ _ - -_ _ _ ~ _ _ _ -_ _ _ _ _ _ _ _ _ _ _ _ f::, L ~I ~: C L 7 _ _ _ _ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~~ L`~ L ? {^?. (.. Sl _ _ --. { 3 _ v _ _ _ _ _ _ _ ~ ('. (___..rt ~% ~? f~•j _ _ _ _ _, ~; fem. _ _ _ _ ~s (~, _ f:..,. f-..i r `. L_ \.,` _ -- f,', r>. L.-) [> C_> ~_- C~ C ? ~1 {'; ~• 4'.-. L fx"; (`', u-1 ~3 c i { ? ,--, ~•t {~• i~_? c_} ~: `: ; ~~ -. t:'-~ -- Y .I~ L,? ( f~ „ J f 3 Q S' L C_'s i.s L ~ L . f:- ~} (..; Q LfJ Q ~~? r`: c-! f3 { { ~x ~ '.` f~: C-' c-.i ~ - _, ~ ~ ~ .~ ~ :? f= ci ~ ~ .3 LL, 4.,~ t } i~ ;~] . r-3 ~r-i c-? r-i c-i (`-3 - ~ - _ i _ ~ ,'J J~ ~) - {:- !: .` Lr ~ t • . -"1 - :'~: t•Y _ - f:j i...3 U t i V-- ~`..`• _ _ ? C.1 '~ 1 ~ [ ;:s "y :y _ t Y _ _ _ - - 3 ~. ~:` ^A f.. j s j 1 ~ t w .-' +--I r z E _ s 3 -i-' _ "l .i._s t f l j - {' ~ _i ~ 1 3 ~~ s f _ •_~ (-3 ..~ ~1 ~ [?_ f _ ~:_ ~-'~ [~. f'-' F-' (;Z {~: ~ ~3 >- .._ t i , 7 :_ . _ ~ _. _ -- -- - - -- -- -- -- s -1 - -I 7 ' <: -; --~ ~ - _ r -r -l i 7 -~ sl -' ::~ ~ ;r ~ ~ t~ i:: ~ ~ -7 ~ '-l r-i f l -i i-) _ 3 _ i _ • . ' yam, a~ F-"• i--' y r-• ~ - t_ !i _ -_~. { y'j i (_' tit t ' ~ J '7 , - ~ ~ .: J (s , L .~_ _ t __ f ~ 1- fit i~_ ~ ~ E; : `t __ #:r __ __ - _ -F_ ~. _} - - ~- -i -- --- ----- - -- -- ---- ------------ --- --- - -- ---- ---- .E - • >- r t-' .._ 3 ~ .. t... ~ M i' Tt ~:~ ~ £' __ `~ L E-~': ~- tJ -;1 £` r ;t ~~ r" l ' i.^ ; ' _ -, ~, 3 '~ ,._ .. ; _ . ^3 (~ J .. _c_ _ L.' 1 _ r _- e { ) f , . t_ -1 =~) C~ ~) z_.3 L7 r_) £] °1 -:l .1 -) '4 '_) £=1 '~ f7 ~) i` ~ C_1 E_3 ~ !.`t L~_1 ,; __ -.i ~1 ^ ~ __ -_ i l ~ `. J C7 t _) =._? - (_? f_1 '.--' C7 E._) CJ ; ,_s £~ ~ £.? '_ _) 'e1 E: ? ~ i-~ "_ - ~ - `) ;;7 i ? t,.~) £~ s- ~ ~ . _ ~ __ ~ - : {! _ r_7 r .) £-? ~, 3 r~ ? ;_~ .x-. t7 .~ C-1 i } i.3 =a : C~ }-.' £7 ~1 i_? t~ i ~ _1 . C3 ~ [ ~ ! ,.ij _ : .. _, .-} - - - - -- - - t i i _~ f , } ~-) f ? V U`~ : : . €_? -') C:J E-7 C,1 ~ I ~-. f 7 f =) L~ r~ _ 7 (l i:] '-~ £..J '_1 ) !: 3 -~ f 1 - - ; ' ''' ' ~ , ------------ ------ -- : ------ ------ ------------ ---- ------------ ------------ ------------ -- - :Est`; -i f_:} £) .:_) E~:) ;~1 i J .. !_} £.J E~ i`7 • F.j f~ i-~ i=~ f~ £7 '-~ ~ f.~) L~ r ) f_^) s ~ i'` E ) {..l £-? ty __ __ i7 .. - ?: ~ ~-' ti:° t l £_) ; ~ Y £_3 E:~ LU) £~ £} £] e 1 .~ 1 ~`.) ~ -? +_? ~~ ,: 3 f`-? (~~ .~~ =L7 r j ':. ~ £,? £~ ~ , :3 ,:~ ~ £~ i? e:-? :-z _ - t. ~ ' ~~ T•~ - '. _ . _ _ i~t s -. , - ' `-._? s :3 ~~ _S -.- '~ C_3 s) C_? C~ C~ L l _~ -,{ F.1 £ 3 : r_3 [7 E~) £-) f ? f l i~) - .i ... ) i '. _ __ _ , i ; _ _ F. _ ~. .._ __ -- _.. __ __ _ -- _ _~ ,. f~_-~ _ .. _, i.~ - - - ~ - -. -. _ - ~- - _ ._ - _ .' -- -. .- r- - t_ 3-- L,,, ------------ ---- -------- ------ - - ------ -- - ---- ------------ ------ ------ -- ~- - .T `_ _ -- r - - ) - - y: -- ~ - . ,) --- - ,_ f 3 C~? fi [.? ( (~, {~? f L 3 E<: fps C:? f fvs i_s (." ~ Ls [n { 3 f 's i_3 r ~ _ - f .- _ _ _ <-i C...i - _..- .. :. ,~ j J :,3 L ' ~i tom` _._ ,_ -: -.. - .. ,_ _ , . .. . .. . ___... _ .~ .. ~. _. _. _.--i ... .. t -t .. ~-' ........... ~ .... f_'s t_s _....... ~i C_; {~3 ~t _ . _ . ~ . __ _ ... ' .... f_3 ~ ~ .... _.. .. fi~-~ (_7 i.' £~: C4) tv? 7 €~ {` ~., f,_' w ` C_s ~, _ .. ., -- - __ i L 3 t f z C~ - ~ x -- £ , ---- - z ~) { ? ~' i..` f : C's i-' , C's c`. (_s c . ~' f_' < ~' C i C.; ~' C3 ~1 C-> f_; i' 7 ~> ~ L.s C_) f.~ f_' w'' c_s L.a C_J [.~ {~..; t ~r ~`.- _ ~-; _ _ - - -- f r~ _ A ` ' ~ ~~ ~ - - - - _ - - ' ~ C~? t^. Ci v ~ ~ C=:t (: {: s (3 C 's r'x r-+ { ~ -. ., r i+ ` f'3 ~ f_ ~; ----- C 3 ~3 f] --- (:;~.. -------- f,..$ --------------; t {s _ _ _ c^ ' , r! ( ' f (` ~~ - '~"_` G; i..3 ~-; _) ~') r:~ £ ~ [. (' f R ~'~ C f_i r-} ~ ' _ .~3 ~ {_3 f.3 !':`: t .- t < - . _ .. _ ... _ _ .. _ ~ 1 f - i E ~ f <~ ~ i t'? t i ~? wZ C_'s ~'s (} (3 i3 fi,.-. f f~-s i L: ? C_? f ~ f_:' ~''7 €~ L' r;) C3 (= i ._ - t `= -- ~ ~ _ ~j ' { -. C? L. , C_~ f ~ f ;~ V iL'a ~.` Cs E 's i f t. „ t ~-; [ C. ~ ~ ti--t f, } `s ~ ; Cs f_: f' ' ( i ~ -- _ _ ; -- - ~; iw -~ ---- ----------- -- - -----~ - s ~ -;- --- -- --------- ----_ -- - - - ~ - ~ 3 i ~ ~ t~ ~ ~ -~ -i _' _ _ f -_ __ ~ ^_ _ _ t L ~_ ~ - - ` , L'- i f ~ ~ ! ( `~ :? i ~ ~ =J ~ % i -> N i ': f ~_ ~.... f__ !_~ L,_ V--! ( ` ~'- i--, f-; ~J !- i._. ~_ _ . . - _~ ~ . . . .. ~-- - r s i. ? .? fi-... {,~, f., L:,I I ~~'~ I l,.J ,.. ~... ..a Cl r''~ r"j .., (~ Ci l~•J (~ L:J i._',I `'i r; ~.,_ ~ ~ ~~~~ n ~ ~ rl .. _ .... t.;~ 1, r'; r'~ _. tm .r ,.. ~.: ;, ,'. T ,•, ,., r:-~ r, . .1.. tvi ~' M~. .. l _.. ~ i r~i _. .. r~i r'i r"i f ; .:. `~' ~~ 1... r, rt . ~:,~ ~? . I~ ~ . '"~ ~" 1.... 'w'' 1 `:. '~ ~ ~. _, i l .... w i. i i I i I i i _, <_ n ~ a. . r' 'w' . rt I.% ~ 1 . ~~.,' !x (w't . Iw ~, .. r' . ., ,._ ~i'I .... iii „ TI it hl ~11 .~ `~~~I ,~_ . ~I '..~J .. ~ ~ (1 ,~. > (~' 'fir. (~i ,-. -~ ,. In I i .. :, T'I .~. u. ;~ ~. ri r. ~ f i°I _. n ~... C.I r, . r r. , In ~.. r, '~ 1.. C' _ . C'' .? , ~. i t_. 1 e_r.. i~i t~.J ., .. . ~ .. ~. .. t... ._ i1 17 6"J it i"1 Tl I'I r~ t.' ~. , r~ ul . ~,' ~I ,> . ~~' i' :1 . '.} ~ :.. . r ..,. w, . .. w ., ..,. .. ... ._. ,_. .... ^,. r')~ i1 rl t,l ~'I t' 1. r' sw ~.. r,l ~ 1;." ~'+, , !"l I `. J.. I '..... ,,., ~..... ~` 1°; ~'~ ,_ _. til I"1 11 I i _. ~, _ CJ . , I, n n. .....t.. ,..., r'1 i'~ ,^..~ 'j' f..l l~i ... :t ~~ 1"i 't C"{ I i .;.. ~-~ ~w' '~ . (} /'^ . u' !1 ~ r•.J ~ . iJ .7 u' , ~ A. ~ i. .. ~.. ri _. ~.. c: r-f n r~l r ~ _.. -, r, l . ~'~ I~ . '','~ ~"? . ''~ "1.. '~ ;' ~':. C' 1.... C' . . ~._ I i _ w ..., r_, 1'1 I I 1'~I I i ,__ ,. .., .~ . n' .. w ~ a. u . ~' ,, .:.~ i Ir~,r',rr, ~~.,r-~r, ~.., i'4 7:a~J 2;1 _. V't l f i`I I_f .... '''..f ~ .'w' / . ',,' ~.'J . ~J J . ~' ~ ; ~_ . '~~ _ .. ~' r _,. 17 i~J .i ~- T°i ll T°I (i ... : ~~ ~. . '•.1 l:! . ~? ~ ,, r? ~ , ~) i '' . ~'' i r .. .., ~~:[`I~c.:Jc:~r1 ... :-i i "i '~;'+; .., .i..,. i ~ . i ~I i _.. `' L~~ i. ..',I '.^., _ .. .. '~ .L ti.. .F ~.J .. wl _. .., ., .. ... ~a (S~:C~--.ptLISE ACCOUNT TIFFANY BY THE SEA 12) / 729 7' Mono Hip birder 5'S8 'fir C.~DRG 2x4 SP +E2 N gC? CHOrtD 2x4 SP /2 N k£,$S 2x4 SP ~3 ~Sa=_C?AL CD~fECTION REO'D FOR 247.19 LB. CONCENTRATED LOAD 'AJSS DESIGNED WITH EOUAL LENGTH PANELS UNLESS DIMENSIONED. A PiGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST B£ PAflaERLY ATTACHED TO THE BOTTOM CHORD. THIS DM6. PREPARED FROM COMPUTER INPUT ILUAC>5 6 oiMtN51UNS1 sutlnllltu I!T !MUSS F+rM SPECIAL CONNECTION/HANGER FOR 469.77/ REACTION AT RIGHT ENO. _ _ c PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. - ~ MWFRS UPLIFT (LB) : 200 200 ~ •- r ~ BEARING LOC. (FT); 0.00 6.75 v TRUSS DESIGNED FOR 110.00 MPH MIND, 26.42 FT ABOVE GROUND to WITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM) . Iv 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. fi HIP DESIGNED TO SUPPORT 05-00-00 JACKS AT LEFT END. A JACKS HAVE NO WEBS. ro v m m ._ T ;; i Ir, m O .. ~ r+ tU N ~.2X. ~ y 'Yp - GLARY-V j~~/C/~C afl Y '-~" . u~.:.l.~ ., A7o.ne i Imo....-.~ P-.~:.. ~ 1NO; :. w e.7 Loucn.esc PKry '~ c,.-.nc ~r.7rye. Ti 7505! iii., BBG-?IfI~C *IM{PORT ANT~* CLApY DIVISION of ALPINE WARN INGT~6LE5 REQUIRE E:TRENE CAIE fIlA11 NOT 9E MCSPp6I9LE F0q 1N NANOLIMG. ERECTION AND DEVIATIW FROM THIS CESIq+ OR THESE BPECIFIGITIONS, DR ANV BRACING. SEE MI8-97 Br TPI. SEE TNf4 OESI6N FAILURE TO BUILD TIE TR165 IN CONFORIMNCE NITN 067/9 BV 7P1. FOR A~IT10NAl SPECIAL PERMANENT 9RACING RE CLARV COIilECT0R4 ARE NApE OF ~OfiA 6ALV. STEEL MEETING ASTN OU IREMENIS- UNLESS DTNERMISE INDICATED. TOP AAA6 M 9 EIICEPT AS MOTED. APPLr CONNECTOR6 iD EACH FACE OF CHORD 81MLL BE LATERALLY BRACED MI TN PROPER 711166 A/O IRI.El6 OTMEIMISE LOCATED QN THIS DESIGN, POSITION Lr ATTACHED PLrMODp SIEATHIMG. pTTDN CI/DRD DOMrEtT016 FER DWNIM94 1110. L'SO L iSOAi. OESIBN STANOAipS YI iN PROPEIILY ATTACIED R26ID CEILING -SEE DOIFOIM M/AiPLIWLE FRDYI920N5 OF NDS L TPI. AN EMGIIEER'S TEC111ICAL UFOATE l7/i/AS) F011 SU66E61ED SEAL OM THIS pRANI1K. APPLIES TO THE COIP'O14NT OEPIC7Ep NEIE ORrMALL APPLICATION. FURNISM A COPY OF 7NI4 IM OMLr, A/ID SIYLL NOt BE RELIED SNOM IN 11/r OTIER MAI. OESI9N TO iNE TRUSS ELECT ION CONTRACTOR. r-TPI ~ TRL65 PLATE INGT7TUTE. NOS - lY91 NATIGNAL DESIGN IP'EL7FICATION FOR MOOD CONSTRUCTION - R v 7.2m ~ --A~ s - TC LL 20.0 PSF REF 8732--i4 TC DL 15.0 PSF DATE 10/0! BC DL 10 . O PSF ORW usR732 s BC LL O • O PSF BY: MEJ 1 TOT . LD . 45 . O PSF DUR • FAC . 1 . 2ra UVtH ~ SUI't'UH I ti R=459f W=5'B A=470f W=3" .1cL (s~1L2&--+<ylSE ACCOUNT TIFFANY BY THE SEA 12) / T34 7' Mono 'D% ~~'3RL 2x4 SP #2 Oense $DT ~~-RD 2x4 SP #2 N w~$5 2x4 SP #3 ',TAJ55 DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ~t,«,IGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST B=_ Pii~aERLY ATTACHED TO THE BOTTOM CHORO. _,,CZX~ 4•~ THIS DN6. PREPARED FROM CDMPU7ER iI~U7 tLOADS s uiPltPi51uPi57 aunlNlf ltu nT IMUSS MrN SPECIAL CONNECTION/HANGER FOR 296.28# REACTION AT RIGHT END. - C PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. N MWFRS UPLIFT (LB): 200 200 ~ BEARING LOC. (FT): 0.00 6.75 -' v TRUSS DESIGNED FOA 110.00 MPH WIND. 26.92 FT A80VE GROUND m WITH DEAD LOAD OF 15.00 PSF (TOP) AND 10.00 PSF (80TTOM) . ro 1991 STANDARD BUILDING CODE. ENCLOSED_OR FULLY OPEN BUILDING. to a. N V OJ fll ID la O .~ TVP - r' ARY-V2 N R T TP F - - R v 7.2m SeA: 36465 0 *IMPORTANT** aAm Dfr1sION ov ALPIfc WARNINGI""~~ flEau7nE EXTfIEfE tAfE TC LL 20.0 PSF REF R732--14172 flWl Npt !E IIESP016IOLE FOA DEVIATION iDDw TNIS DESIW oa tIESE fIPECIFICATIOM6. OA ANT IN NANDLIIIG, EfECTIDN -IO ORACINS. SEE HIO-91 !T TPI. SEE TNIS DESIGN TC DL 15.0 PSF DATE 10/05/94 GLARY 1~~ FAILIXIE TO lUILD TIE TAJ55 IN COffOfINANCE w1TH pTrTlB 1T 1P3. STEEL wEET71G ASTM ClJA1' CONNECT00.5 ANE MADE Or YOGA 6ALV FON ADDIl10NAl SPECIAL PEIMANENT BNACING NE ESS DTIEAwIl~ INDICATED. TOP OUIIENENTS 1/A BC DL ~ O . 0 PSF 278$~4 DRW USR732 94 \ ~f.~.aAfR PI Afsf~! w~e...~e a*/weu f~c . AMS 111 ! EXCEPT AS NDTED. APPI,T CONIEC70R3 TO EACH FACE OF . . CNOND &IALL ~ LATEfIAL1T HMCED wITN PRDPEP SIOTTOw CHOND I SEATNING T P V BC LL O O PSF /~ BY: MEJ Gi . 76U: • ( r tn t P1 i T~5 AND 1M.Effi OTNEPrISE LOCATED ON TH26 IfESIpI POSITION eoweeraNC PEA ONANIIBS Lao. IDD c fwA-F. DESIw sTAIDAib5 • AT ACHED LT fOOD . L WITH PAOPENLT ATTAOED wlGla CEIL1wG - sEE TOT . LD . Q 5 . O PSF _ a OPl res ou cry. W AnO frr1r1P. TX 7505f COfFO1M w/APPLICAlfE PNDVisiDNS OF Nps c TPI. AN ENSIIEETi S >~K ON TNIS DMNIIG APPl7E8 TO Tf1E Cpvp4iNT DEPICTED IEIE TECHnICAL ffigAtE t7/f/flll FOR SfIieES-EO DRTIIALL APPL1CATlON. FiPM7aH A COPT DF THIS DUR . FAC . S . 25 life l6fi-f94D IN Of~r, Aflp ffw1LL NOT E HEELED uonn I« ANr orHEP rAr DE638N tD T1E TAIlSS EifECTION CONTMCTOA. 4 0 ~ r-TPI ~ TW1bS PLATE INSTITUTE. NOS- f99f WTIONAI. DESI GN SPEC7F ICAT ION FDP IIODD CONSTilUCT7ON • P A I N 2 r -8- 7-0-0 C2X~4 7' OVER 2 SUPPORTS R=385# W=5'8 R=296# W=3" .:x' ±9dSC2b---~ri15E ACCOUNT TIFFANY 8Y T-~ SEA 121 / T33 ii' Common ;J~ CHDRD 2x4 SP #2LN BC' C+40RD 2x4 SP #2 N _ N£$5 2x4 5P #3= 'A:155 DESIGNED WITH`EOUAL LENGTH PANELS UNLESS DIMENSIONED. _ ,• - ,~ w _~:2XI d~3 _a_ A1) Seq: 36462 F -- R v 7. m A = a,_ 'vP - ARY-V R T **IMPORTANT*'~ a'urr DIVISION a ALVIe[ WARNINGff"~ES REOU7RE ExTRENE cARE TC LL 2O.0 PSF REF 8732--14173 ~ fM1LL NOT BE REBFOf6ILLE FOR °E"'"TON FfgN THt3 11E4IiTf p1 T1EBE BPECIFICAtI04 oR ANr IN HAUOI.ING. ERECTION AeD BMCIMG. sEE Hts-Bf Br TPI. 9EE THIS DEBIBN TC DL 15 . O PSF DATE 10/05/94 i, CLAAY \ ~ FAILWE i0 BUILD TeE TRJBS IN COeFOfM41LE NITH OSTBB Br TCI. euRr eoefeEeloRS ARE NAOE DF sow Buv. sTEEL fEEET1NG ASTN FOR AOOSTIOMAL SPECILL PERNAeENT BRaCIN6 AF outRENENTS. fRA.E55 otnERrtsE teoturED. TOV BC DL 10 . O PSF DRW llsii732 94278585 . O~. ,r.w r~ afoL"e Iwa......s ar'rtietw inc N'~ iA B EfICEPT k 1DTE0. fPILr C)ONIECTORB TO EAt~ FACE OF FpSITION TR{RS Aeo UNLESS OTf1ERNISE LOCATED oN THIS DESIGN CNORD &MLL BE LATERALLY DRACED PITH PROPER 4r ATTACNEA PLTr000 B.EA7HIN6 BOTTOM cefDnO BC LL O O PSF BY: MEJ f6Uf ', f"'fft $fYLNffSt PKNy . CDeuEetaRe PER oRANI1BS 170. 140 C 180A-F. DESIGN STANDAIpE R' E . PITH PfIpPERIr ATTACIED RIGID CEILING - SEE t N f F STW TOT . LD . 4rJ . O PSF • . GrfnC 4rflt'it. Tz 75051 ( f 3B• COIFOIYI N/APPLICABLE P1gYIBI0N3 OF IOB i TPI. AN flGIN B E sEAL DN THIS ORANIMB APPLIES TO THE OOfPBiENT DEPICTED eERE TECfMICAI UPw iU iS . E t7/f/f1f FO DNrN4-L AOPLICATION. FUWIBH 11f~Y OF 7NI3 DUR . F AC . 1 . 2rJ' ?f 1 60C- 0 IN war. AND SfAI.L NOT BE IELIED Ile'ON IN ANY OTNEP NAY. DESK TO THE TRUSS ERECTION CONTRACTOR. ~ " r--TPS -TRUSS P.aTF TY6T iTUTE 1O5 ~ Sfff IN110NLL OE37 6N SPECIFICATION FOR MOm COfiiRUCTION / PAC_I N 71~_- 24 D THIS DWG. PREPAHE~ FROM CCIMPUTEH iNPU7 (lUAL15 ` utFttfvaauFwf auowaf feu or fnuba wren ' ~:J PROVIDE CONNECTIONS AT BEARINGS AS INDICATED. - MWFRS UPLIFT (LB) : 240 240 ~< <^ _.,-- C - BEARING LOC. (FT) : 0.00 10.54 ~. - ~ :.~ to TRUSS DESIGNED FOR 110.00 MPH WINO, 37.05 FT ABOVE GROUND ~ KITH DEAD LOAD OF 15.00 PSF (TOP) ANO 10.00 PSF (BOTTOM), v 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. w - IU A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. co IU - v - m cn m cn ii' ~ OVER 2 SUPPORTS R=546# W=5"B R=546# W=5"8 JOt~ !5~i~lSe--HOUSE ACCOUN7.TIFFANY BY THE SEA 121 / T35 8'B' Common TOE CH3~ 2x4 SP /2 N _ BDT C~-ORi] 2x4 SP f2 N . W~5 2x4 SP i3 "' ITRUS~ D£SIGN=D WITH EflUAL LENGTH PANELS UNLESS DIMENSIONED. fri s U7 tL ~x, THIS DMG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIDN51 SUBMiITtU d' PROVIDE CONNECTIONS A7 BEARINGS AS INDICATED. MWFRS UPLIFT (LB): 200 200 BEARING LOC. (FT) : 0.00 8.21 ~ ' ~- TRUSS DESIGNED FOR 110.00 MPH WINO, 27.92 FT ABOVE GROUND WITH DEAD LOAD OF 15.00 PSF (TOP) AND 10.00 PSF (BOTTOM} . 1991 STANDARD BUILDING CODE. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -B- 8-8_0 -g- 8`8' ~ OVER 2 SUPPORTS R=441 W=5"8 R=441# W=5M8 a' ' 1 vp - ''LARY-V N R T TP * I MPORT ANT * * aA"T' o7vJa7a of ALPINE W ARN I NG""~5 t1EDU7nE ExTNENE uaE SWtL NOT OE tlSPONSIBLE FOq IN ttA1ALIt~, ERECTION AND /% ~IATIOM FROM THIS OESISM OR TIEDE tIPECIFICATION6. ON Mm BRACING. SEF MIN-Sf 9Y TPI. BEE THIS OESI6N ~~ ~L ARY FAIIUAE TO BUILD THE TRIES IN COIiOANANCE NJTM BSTBB B~ iPI. FOii AWIT IONAL S7ECIAL PEfIMANENT BWCIMO NE ~ RAttT CONt1ECTONS ANE MADE OF 1tOGA 6ALtl. STEEL 1QETING ASTN DUJpEMENTS. UNLESS OTNEfMISE INDICATED. TOP ~~~ APPLT' ppM/ELTQ16 TO EACH FACE OF V~ ~ B E~~T AS NOTED ttWnO lruu BE uTEnALLr BnACED MITM PIiDPEii s Dr.a~aM H -IOtne ~r~+P NYPyctA. 1MC . 7MU85 AKl UNLESS OTfXAl1I8E LOCATEp ON TMIfi DESIGN. POSITION LT ATTACHED PM1.TNDOD SrEATM1NG. BOTTOM CMOND COMlCTIP6 PEP OAA1tINO5 t3O. !i0 L 150A-F. DBIIrr STANOUt05 PITH Pa0P1Alt ATTACIED 11IBI0 CEILIW -- SEE f BGI :,. W~aat SDUtMrBft PIGMY. COIFOR~ N/APPLIWLE PADVIBIOMS OF NOS i 7PJ- AN ENG7fFEH'S T[CINICAI UPDATE A/1/Sf) FOR t:usGESTED W anC Vra1F1t. ?X 7FJD51 ~K ON /HIS IfW~NING AFRItX TO 7~ CpPOENT DEPICTER NENE DarrALL APPLICATION. FWIISH A IXN~ OF 7HI5 Mal BBD-3ti.SD IN OALT. AND SHALL MDT Bf NELIt`D UPON IN AN1' OTNEP NAB. OESION TO THE TIIUSIS EAEC710N CONTpACTOA. ~--TPI - iaUSS PLATE INSTITUTE. NOS ~ lYS7 NATIONAL DESI GN SPECIFICATION FDA HOOD CONSiaUCTIDN Ai) TC LL 20.0 PSF REf TC DL 15.0 PSF DA' BC Dl 1 ~ . 0 PSF DRY BC LL 0.0 PSF BY: TOT . LD . 45 . 0 PSF DUR . F AC . 1 . 25 PA ING 24.0" ~t+uaa MrM. "~.~ _. C cn v IU to 1s IU ~.I 0' f3~ m QI 5e 36468 A = 8732--14174 E !0/05/94 tISR732 4at2785B6 MEJ ~~ g.g. ,J ~ 4-4-0 4-4-0 J t3_.r- _B. ACCOUNT TIFFANY 6Y `~- #2 N C~O~ 2x4 5P !2 N FT END• )' C~O~ 2Xd SP #3 REACTION AT LE "~ MESS 2X A5.02~ HANGER FOR 3 UNLESS OIMENSIONEO• ~N~CT IONS PANELS ~PECIA~' KITH EQUAL LENGTH A'.755 OESiGhED T :~ 4 ~•2x~ .rT• ~• •.~- A~345~ W~3» Y ~ YP~" ~~LAAY DIM~~IDr171 lLOAOS ~ T RIGHT END . - UTER Its pREPAAEO FROM C~ REACT ION A THIS ~6- HANGER FOR 34A.92+ _ CATEO• TIONI EpAINGS AS•INDI CONNEC T 1240 AT ~ 42 ~ • `- GROUND SPECIAL UPLIFT CONNEC - ABOVE PROVIDE (L81 ~ 00 35.53 FT pSF (BOTTOM) MWFRS UPLIFT (FT1: 000 MPH MIND AND 10 00 Y OPEN BUILDING- BEARINDE$r tdEO FOR 1 pOCODE (E~LOSED OR FULL TRUSSDEAD LOAD OF i5' BRACING AT 2A~ O.C• MITH STANDARD BUILDING LATERAL CHORO• 1991 CONTINLIOUSTHE BOTTOM A RIGID PROPER oATSACHEO TD MU5T 9E (A11 !8' 4 W AA~"'~,~1~ ~ ~~ ~ ~I~I.IOw'~' ~~ ". ~1 g~~lu~EO~ ~ ~IPE1E~5" iM~` DEMU•AtMDppTT C C~ 9kµu PL~~D ~A76ID GEILIMC' " l,T TNTTY ~TT~)911 FOA 5~8DF THIS M~r~T~~~T~s ~~TIT~w'~~-•. ~pV OIVI51~~2~ FDQ MI~~ATANT*M~t ~ E"DyT,E~svtcASlDt~•~ e* ;; DgµANCE MST„ ~TIgG ASTM EyI~fSON FPAM TM25 DEST~S SN GSRf ~ gTEE~ OF ~SL{/IE TD WTI t~ MS,DE Of 2~+~~TDpS TD ~~~r STSDM ~ C10~ IAT~~ ~ ~ 1NS5 ~ St NpAiOL TDP4 ~cc/~9> ~~~ ~~~TD ~~rr OT~E~~ ~Irt - _!.y C N 9 ..i w N ca a N J m m _ n ~ ~ PSF tt~` TC LL 2~ p PSF DAT TC DL ,~~ _ 0 pSF DRM BC DL g . Q PSF gY: gC LL Q PSF TOT . LD • 1 25 _ ~.~ 1~ ~ ~-- A ~ 'SUPPOpT~ p=3A5~ W=3. pVE ,1ts: !bc;g23s--+~OUSE ACCOUNT TIFFANY BY TF1E SEA 12) / FT1 15'7' TAP CR7R7 4z2 SP #2 N 3DT Ct1 ~5 4x2 SP #3.N NDT£' I7 CANNOTSBEUUSEDEUPSIDELDOWNAS SHOWN. THIS DN6. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONSf SUBMITTED BY 7RUS5 MFR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. c CLEAR PANEL LENGTH 02-06-00, TYP. I o PANEL ) ODD = ~ . ` + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ~ TO EACH TRUSS WITH 3-SOd NAILS. STRONGBACK MATERIAL TO ro BE SUPPLIED BY ERECTION CONTRACTOR. - - Io • s. N .. _ v .. ~ _ _ /JI m m ~-~- 2 ' 6 ~ ----~ _L-1 ~8~ 6, i1Ng J 6'ii"8 C1 v R=857# w=3'6 CSX4 15.7„ C3Xa OVER 2 SUPPORTS ~ ~ YP - ^ ARY-V rt 1 1 r **IMPORTANT** cuTrv DIYI9IPtK KPIMI WARNINGT"'~SlIEplIIIE ExTMENE "''~ ELECTION AIO N w114LIMG 9n1LL NOT 9E IESPD16I9LE PON DEVIATION FLIDM TNIS DESIGN oM TLESE saECIFIGTIOMG. Da ANr . I sRACTNG. SEE NIe-93 sr TPI. SEE TNIS DESIGN C L ARY I"7 1 fAILIIC 70 WILD THE Tp{!SS IN CdfONMMCE NITn OSTOB BY TVI. fOA AOOIT IOIW. S7•ECIAI oELMA/ENT BWGTMG NE iOD 1 CWlY CONIECTOLI$ RTE MAD£ OP 2OW GALV. STEEL MEETING ASTM 9UTAFJEliTS. {9LE55 OTNELMlISE INDICTED. AAAG 9A a EYCEPT AS rotED. APlLr CDMIIECTDPS 10 EACH FACE OP CMDNO SMALL SE utENALL. MuCEO rI TN PLMiPEFI . oa..s.r •r A19L~t lq arrM KAweta ]aac TpiSS MD UTA.F.95 OTNEIMISE LDGTm ~ TNIS t1ESIGN. POSSTSON lY ATTACHED PLVMODO gEA7NING. pTTDM CND9D COMaE[TOMG PEN dYYINOS 130. 15D C 16OA-T. lIES39N STAWAf05 rItM MfpPEq.Y ATTAOfD NISIO CEILING - SEE 1807 L WNMt T1O111hrl9l PKrr, CO~FDIM N/APPUCABIF Pg0VI6IOM5 OF NOG C TPI. AN ENGIlEEN'S EL6 TECMIIGL TRDATE 0/1/911 fOR SOKESTED IC11TIW cWNISN A COPY OP THI$ prcrAU APPy [MaI1O 4r9iPie. Tx 75D5i SEAL ON TNIS DNAMING APPLI6 TO THE Cp,VDNEMT DEVICTED N . CDMTNACTOA. TD TaE TMl/SS E/ECTIOH OESION 12!/i 660-390 IM DIA.Y, AND SMALL NDT SE NELIED IIMON IM AMY OT.EN MAY. e _ R=B57# W=3"6 R v i.~m TC LL 40.0 PSF REf TC DL 10.0 PSF DA' BC DL ~J . 0 PSF DRI BC LL ~ . Q PSF 8Y: TOT . LD .rJ~J • O PSF DUR . FAC . 1 .OO v ...~. is MEJ r ANY 9~ t~~+y4' N .~ C~O~ 4x2 SP *2 N )T Gam Ax2 SP #3 D' ~4ESS ex2 AS SHOWN• . T~i1S TRUjSg~ USEp UP IDE DO N. ~tDT£ .T CANNO ~~. 1«6 ~G3X56 1. r R=76Q~ W=3~ 8 ZYP.- ,~~1!~ /jCLAY `~9~•~iC t ass ----.~~W=C3X4 -,~"_ 33 g~PpO TR S OVER ~ W=3 8 A'21~7# THE Extirt~ BRAE T yyARNIN~`T«~S~ND~' E~„~ oES `" Tat. ~ ~w ~ A ~pT6i~ ZINC. yE£ NTg'9T ~ P,Ne~ ea+~cs too C1.-~ry osvTSSaM ~ ''~oT Fan .L ,~csw ~ W,TEO PORT ANT~* T~~gPECiFTUt2~ ~ g Mn ~ ~ TtTOM~~EN~yEpM~ISEDeQ i ~NiS - ~IIM ITS„ on EV 1<p tNE T ~ TN ~ 6LL~g TTM ~TTiK£ M t~ ~y p~Y~DOD ~PT6TD C£TlTl6 ~• 5EE T~tIDN iPOM TEFI Df. ATUf~ t0 ~t0A5 ~ ~PPI.Y CpNMELT~' TDTW POgSTIQN MTTM pgppENLr TE ~/9T1 foA~ ~v ~ tNT4 ~ ~t O ~~~ ~tfD b0~~ ~~ E16T5 ~M/1.~ ~' ~~TP~755 E~tt19N TAT IcaMCC ~,. ~,v~TC-e qY~~ s~ ~~rrt o ~plLw+~~ oES;~s~~c"tT~ FDA +~ CONS ., rt5i6w c E6 INPUT 140`' ~' DIMENSiu"~. ~ - 9 FNOM CRµp~tER LOCATIONS- _ N 7NIS pM6 • PAEPAR TYPICAL PL pANEt ~ ` ~ v AI50 FOR ~ o ~. 000 ~ ,..... AAWINS 06_00. TYP' .,~:~• - N AEFEA TO D LENSTN ~ 02- .• •STRON6glAKtEp AL TO w CLEAR PANEL 9ETTEA CONTINUSTAONSBACK _ 4•" _. - w S- + 2X6 #3 HEfAUSS ~ AH LION CONTFIACTOR •` - ~~ _:. '= `-~- ~ "-.` +' AL LOAOS ~ TO EACH gY EAEC T-AODITIOINS .~ gE SUPPLIED CONTFIACTORS WARM pN0/ORE IS AOYiSEO ppOPEpLY. ~ IS DESIGNED PAR IGULAATRUSS Ig EAECTEO ~ THIS 'TRUSS LOCATIONr'• ?HAT THIS _ .'., is INS RELATION TO ENSURE ~.,..~ m 8.3" 10 C1"~ XA tAry ~N C1X4 ~ X~ XA X i5. 4X4 iD 4 W`C3X4 AX X X4 .w 4 X4 4 C2 t4 C4X4 C3X 4X Ye .4X4 X4 s.L A=$96~ W-3N$ C LL 1~ •~ PSF DATI G DL rJ • Q PSF ~~ 3G DL ~ . O PSF gY: gG LL ~ PSF AC 1^: 1E -MOUSE ACCO{,@•iT TIFFANY SY T1iE SEA 12) ~ FT4 15'5'8 5Y42 got: tSt1L28- Tpr r'•i3A1) 4x2 SP f2 N _ s 8G'+ C~~ ax2 SP #3 N W^$5 ~gN-FSR OR BETTER GONTINUOUS STRONGBACK. ATTAC + 2X5 /3 WITH 3-104 NAILS. 5TRRONGBACK MATERIAL TO Td E~~.IE~D BY ERECTION CONTRAGTO B£ Si1P c R=850#' M!¢3"8 THIS'DMG. PREPARED FROM COMPUTER IPIPUT (t,OADS 6 DINENSION51 SUgMI7TEO ~ SPECIAL GONNECTIONJt.{ANGER FOR 850.20~TRELp~A0I0NS,~IGHT END. REFER TO DRAWING A150 FOR TYPICAL PLA E O~C1 PANEL 1 `- 02-06-00. TYP : ~ o CLEAR PANEL LENGTH NOTE: ITIGA N~7SBEUUSEO UPSIDE pDWNAS SHOWN. ~~•~" 6'10"12 _-,--1 ' 8 Y 4 4 --~-- 6'SO"i2 ~ x A 4 4 4 4 4 '~ ., } 3X4 t,a~.~ 1X4 XA C4X4 C2 CiX.4 i5' S" 8 R.~850# W=3 M- OVER 2 SUPPORTS N q T P ~, - - vp _ - ARY - V ~~ DIri6ISM of ALPINE *IMPORTANT** yI-LL Mm s I~sPPr6:6LE °" THESE SPEDIFICATIV4 OR ANT DEVIATION FROM THis PESTAi!~..G ~ CO~ORN~ MITM 05T6S SY TP3. CLARY F"~,3`~T~ ACRE MADE DF 20W SALT. STEEL ,IEETINC ASTN Dpg TO EACH FACE DF AsAb SR S E71CEPT AS MO7EA. ~•~15 DESIGN. pD51T10N OSrUtr' "~ AYfa~e TRIldL STMFAMISE lOCA -i. DESIGN ST ANDAf05 F~~w•M q.~Ctw IK AND IMLESS 1]0. LS0 s 160• CpMdCtORS PER OIIMIIM6'' LIPS i TPS. AN E/IGiMEEA'S L3MIt6t PKttY• COMFDRN NlAPPLICA@LE ppPYI610NS DP T DEPICTED ~~ I !@DI S. W-Nt SOY 1 ~~ ~ 1N35 pRA1tIN0 APPI.lES TO Tt~N IM 071EP Mir. LM'MC W I1f 1t. TX 7SOi? 4 ntwY. MID 4M~i MDT 6E IIfJ.IfA ~ ~ 199f MAt IOM~L DE wARHIN~~E"'"1D~1M I~~K~ ~S ~I GRACING. SEE MI~CIAt. pER1tANEMT GRACING RE FOR AppIT30MAl DUIREMENTS. YN.ESS OT'EiMl~ I~M~ ~Ep ~6pp0 SNALL SE lAtEpAI,LY 6RACEA iTDM Ct0R0 Lr ATTISMED PirN00D yEAtMING• ~ MItti pIDPERI,r ATTAb~ RIGID CEILING -~ SEE TEGMi1W. ~`TE t7/f/Stl FOR ~S~ TNiB Ftfr61lN A ~RACTDR DRTNALL APPLICASIPM EI~CTIOR LOMT DES10M TO TfE 1P1/55 tpUCTIDI+ 61GN SPECIF3LATION FOR NDOD CDN4 qv 72m - 7C LL Aa . 0 PSF REF TC DL 10.0 PSF DAT BC OL 5 •O PSF ORY a .0 PSF 8Y: BC LL 0 pSF TDT.LD. DuR.FAC. i .a0 ~ _ _~..n ~~ d . MFR. C N v w N co IU awl O) ca 0 1E JDG: lL~lfl29--i1DUSE ACCOUNT TIFFANY BY THE SEA 12I / TOP C+i:~t1J 4x2 SP #2~ N BOT CHORD 4x2 SP #2 N MESS 4x2 SP #3, _ 17'5'8 SY42 ~ THIS DN6. PREPARED FROM COMPUTER INPUT ILOAUS s otuelvslulvsl aIllIP1111cu or IMU`J.7 eTrT4, SPECIA~ CONNECTION/HANGER FOR 960.21# REACTION AT LEFT END. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ c CLEAR PANEL LENGTH 02-06-00, TYP. ( o OOD PANEL ) rn - - ~ + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH v TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO c-I BE SUPPLIED BY ERECTION CONTRACTOR. ro . A IU V DI IO ~. ~--- 2 ' 6 " --~ 7 ' 10 " 12 ~-•-~- 7 ' 10 e 12 ~ C4X4 C1X4 (R) X4 4 X X4 X 4X4 ..L __. _.. .. +..,. .... ~~. v r~Y 17'5"8 C X6 OVER 2 SUPPORTS R=960# W=3" 1'4' R=960# Wi3"B 16498 Se : ~ A E _ TYp.- ARY-V N R TP F - - R v i7.2m MPORTANT** ~"' 01YI83D" °` .LPITrt * WARNING""~5 REWIRE Ex"~ `ARE TC LL 40.0 PSF REF 8732--14180 * I SNAI1 Npr 9E RE7P01620.E FOR OR ANV DEVIATION flgN THIS DESIGN OR THESE 9PEGIfICATI0N3 IN NYOLING. ERECTION AND 8EE NIS-9! BY TPI. SEE THIS DESIGN SRAG116 TC DL 1 0.0 PSF DATE i 0 I05/ 94 C L ARY ///~~~ . FAILUIIE TO BUILD THE TA>r5 IN CONFORMANCE MITN 98799 BY TPI. TE0. MEETING ASTM V F . FOR ATXI2TIOMAI ~fC3AL PERMAlENT SRACLN6 RE TOP E55 OTIERNISE INDICATED OUIiIElO/i5 UN BC DL 5 0 PSF DRW u5R732 94278591 ~~/ . D~.:•~•n •. AIe1K F'•e . S IOW 6Y. CLARY CWIECi0R5 ARE WOE O AAA6 GR S ExCEPi AS MDTED. APPLr W~nF,L'T0R5 TD EACH fAL~ DF , . . CNDIW lNAli BE LATERALLY !RAGED NITN PIXLPER BC LL O . 0 PSF BY: ME •c1•, 1•c W,w•• /RUffi MO UNLESS OT•IEIYISE LOCATED ON TNIS DESIGN. P0577 LON COMECTORS PER pAAM3MG5 130. 180 i 18DA-i. 0620N STAMDA1105 lY ATTACHED PLY1gOD S~EA7NIMG. 90TTOM C110RD MIM PROP[ALY ATTAOED RI91D CEILING -- SEE TOT . LD . 55 .O PSF 78G1 : [re"t SOUtlwt9t Pk1/y, CO/FORM M/AppLICACIE PNDVISIONS OF NDS S TPI. AN ENGINEER'S TECNIIGIL UPDATE h/1/911 FOR SUGSESTED 6r "n0 PP•1f•1!, TX 75097 TEAL pN TM35 DMMING APPLIES TO 1NE COMPONENT DEPICTED HERE ORYTIALL APPLICATION. FWII9N A COPY OF TNI$ DUR . F AC . S . O O {l ).tl 660-390 IM OMIr. YID SINLL NOT BE R£LIEO IRON IN ANY OTHER NAY. DESIGN TO THE TiyS ERECT20N CONTRACTOR. PA NG 24 • 0 ~ •--TPI ~ TRUSS PLATE !MST ITUTE. NOS ~ 1997 NATIONAL OEST GN SPECIFICATION FOR MOOD CONSTRUCTION JDb' !fi4i024--HOUSE ACCOUNT TIFFANY BY TF~ SEA 12) ! FTB 13'10'8 SY42 TOP C~ORO 4x2 SP f2 N BOT CND 4x2 SP f3 ~ SPECIAL CONNECTION/HANGER FOR 763.121f REACTION AT LEFT END. NOTE: ITICATNNOTSBEUUSEDEUPSIDELDOWNAS SHOWN. ~'(C T s Q ti Q +ti 1 13'10"B C2 C X4 OVER 2 SUPPORTS R=763# W~3' R=763t~ W=3" a; T Tv>3 . - CLARY- CLARY • Ds•as~• s• A1O3nR /6D1 s TirtB1 sovlnrBSt P3cNy Hr'uw T"'S1T`fe, 7z 73051 (2341 664-3440 ~ * I MPOR T ANT * * coat OIPISION DF LLPIIE f 11 WARN I NG""~ '~°"I`~ EXTPEME c.aE IN /Y/DLIMG. ESEC{ION AMD O SsYtl MOT /E MESPONSIRE OEYIATION FIgM THIS DE6IGN ON T/FBE SPECIFICATIONS. DN AMY BNACIIC+. SEE MIB-BS BT TP1. SEE TN74 DESId1 FAIIWE TO B31ILO TIE TryJ44 IN COMFOTWAMCE NITN OSTBB BY TPI. FOP AODITTONAL 9PECTAL PEIMMENT BNKIMG NE UsLE45 OT/EPnI4E INDICATED. TOP MT CIANY CONIECTONS AME MAC Of 2OBA 6ALV, STEEL MEETING ASTM F S. BUIMEIE CMdD 1MALL SE UTEWLLT' BDACED 117 TN PROPEF AaA6 M S EXCEPT AS MDTED. APPLT COIBF.CTO116 TO EACH FACE O TiYISS AIO 111 OTMEIIMISE LOCATED ON THIS DESTi7L POSITION LY ATTACHED PLV"pOD SNEAIMIMG. BOTTOM 6DOD ' COMNCCTDNS PEP pWY1MS5 130. 140 C fBOA-F. DE518M STYOMOB FILIND -- SEE MITM PPOPERLT ATTAL7eD AIO3D T COMFOIM M/A-PLICASLE PROVIB IONS OF IDS i 7P7. AN EMGIAEER'S TECMNJCAL IiWTE P/31531 FlW SOKEBTEO SEK ON TN34 OWNING APRIES TO T16 L`DIpOIEMT OEP3CTED IkOE DRIMALL APPLICATION. FIiMI4N A COPT OF TN74 1ON TO i1E TINS EPECT ION CONTNACTOP. tN ONLY. ANO lMI,L MDT BE BELIED IiON IN AM' OTNEA IMY. DES THIS DNG. PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED 8Y TRUSS SPECIAL CONNECTION/HANGER FOR 763.12f REACTION AT RIGHT END. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH = 02-06-OO,v TYP, ( o ODD PANEL 1 + T06EACHHTRt1SSRWITHB3Ti0d NAILSNUSTRONGBACKBMATERIALATO BE SUPPLIED BY ERECTION .CONTRACTOR. Se q: 3E R v 7.2m ALE _ TC LL Q0 . ~ PSF REF R732-- TC DL 10.0 PSF DATE !OJ Bc DL 5.0 PSF ORw 31SR732 HC LL O.O PSF eY: ME.. TOT . LD . 55.0 PSF ouR.FAC. i .00 c N V W N IC a N V 07 a I~ f 2~6" i ..... ~ - F'~"a '~ BUILDING AND ZONiNG• INSPECTION DIVISION • CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 92239 APPLICATiO•N ,FOR MECHANICAL PERMIT CALL•lN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and lY. I.. . LOCATION S#net Addns:; • OI' intersecting Streets; Between llnd BUILDING "~ ~' Sub•d(viston IL IDENTIFICATION -- To be completed by all applicants , fn con;iderotion of permit given for. doing the work es described in tho obovo stotomant wo horeby ograo to parforrn sold work in accordonco - with the ottect~gd plant and specifications which aro a pert haroof and in eccordonco with the City of Jocksonville ordinances and stondards of good.practico listod therein. ' Nem• of Mechanical ~ Conhectors ~Conhector (Print) ~ ~ Master ~°', Nerve of -roperty Owner , Signetun of Owner ~ /lrchitect or En or Autfiorhed~Ayent ginner Ili, GENERAL INFORMATION A' Type Nesting fu+l: B' IS OTHER CONSTRUCTION BEING 00 Eirciric THIS BUIL.OING OR SITET ^ Ges - ^ LP Q Netvnl O Centre) Utility IF YES, GIVE HUtABER O~COIt~ ~R~.C~TiON ^ Oil PERMIT /.,"tLj ^ Oti+er• -Specify I IV. IAtiCHANICAL EpVl/M6NT TO IE INSTALLED NATURE OF•WORK (/rovide compote list of components on back of this form) ~Residentlal or ^ Commercial ~tieat ^ Space ^ Recessed Centnl O Floo+ ~+ New Bullding ~~r Cond:tioninq: ^ Room Centnl O Exlsting Bullding j ct System: Meteriat~~~ Thickness O Roplacomont of oxistln s stom fl Y Maximum upedty c.f.m. ~`-' "°w Installation (No syslom provlousiy Installod) f _. .. -"~-- - ^ Extonslon or add•on to oxlsting syslom _ .. ^" Re~rigeution "' O Othor - 5pecily ^ Cooling tower. Capacity g.p.m. i N f h kb b d R • n um .. o ee s ^ n spr r: ^ , Hevetor ^ Menlift ^ tsuletor (number) THIS SPACE FOR OFFICE VSE ONLY ^ ; Gesoltne pumps (number) (Reufved) ^,• Tenkt (number) Remarks Q ~ LPG container, (number) (~ ~Unfirsd pressure veu~l I Permit llpprowd by Dote, ^ • .bil.n Q.• OtMr -Specify Permit Few , ` LI>3'I' ALL EQUIPMENT . AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Unlb slDtloa )lode) Nurr,ber Ca~city A psovlnY ( j Manufacturer (Tbtse) away 2 , .. ..,,; ~ ~ ~ -Z, HEATING .• FURNACES, BOILERSs FIREPLACES . Capacity Approvkns Number Valts rlptioa Xodal Number ufacttutr t~T'fJ) r ~ o 1 ~ x ~OC~ ~ 'tl ~ (~ l0 j TANKS . SaN- ]deny Notacinal G-D~~Y Z`YPe LIQuW Name of Serlal Approving and Dlmesssioess Contained 7laauistcturar No, ncy r ,ICt: !6tSL29--HOUSE ACCOUNT TIFFANY BY THE SEA f21 / FT9 (0'4'8 SY42 TOa CHORD 4x2 5P t2 N 80T C~ 4x2 SP /3 N ~ - NDTE' 7HI5 TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. THIS DMG. PREPARED PROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. SPECIAL CDNNECTION/HANGER FOR 570.62€ REACTION AT RIGHT ENO. C c .. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ~ CLEAR PANEL LENGTH = 02-06-00, TYP. (~o = ODD PANEL 1 ~ N m a N ~__. v m vI _ tc En ~--2' 6" --~ - CiX 1 q q X4 Q G X4 4 4 X4 Q 3X4 3X4 X4 3 I 10 ' 4 "8 C2X~4 C X4 pVER 2 SUPPORTS R=571# W=3'8 R=571# W=3" 16506 la'' TYp,- ARY-V 11r I *IMPORTANT** ~~ OfYISION a µPIIE WpRNING'"~G FEWIFE EliFE1E CAFE (7ECTION ANO i SIW.L NpT SE AT3-OMlISLE FOR pEYtAT10N PImN TNIS DESIGN a iNESE ePEC1fIGlTIOMl. DF ANY IN MAlmL1lE. IFNCING. SEE MIP•Sf !r TPI. sEE THIS DESIGN ~ CIARY fAlL1NE TO WILD tNE TFII55 IN COlIDP1MMCE NITN SST1E SY flI. FOP AOOtTIONAI 3ECIAL PEp1A1ENT !EALING FE T P ~~ CLAFY CONNELigK AFE MADE OF 20EA GALY. STEEL NEEI7MG ASTN O WIIIEMENTS. UN.ESS DTNEFN]!E ]Im]WTED. ,.\~ AAA6 iP S ElLEPI AS NOTED. APPLY CCN1fD10F6 TD EALN PALE Oi CNOFD SNALL SE UTEFALLY BFACED MITN PFOPEP i A II11„F„ ", A1PTNt Pp,+t"•IF Pn,ucn. ir< TWA AIm UAlE55 OINFPNIlE LOCATED ON iNfS OESICI. POSfltON LT ATTACHED PLYtAW SNEAINING, (m1TON CNOPD I CpPtl:CTOAE PEP pYMIMtm f30. I!G C IGMi. DESIW 6TAMOAImS NiIN OfmOEFLY AiIACNPA FIGID PEILITm -- iEE I IOD f :. GYNL SpuEl1M!!E PIIMY, CdFOM N/APPLICABLE PImYISI0M5 OF 10E S TPI. AM ENGINEER'S fDCl14CAL tPpATE ]T/1/911 Pp1 b'D66ES1ED TS 75051 GrSrC Pr'S 11'79 SEAL DN iN1E DFANIM6 APPLIES TD THE CONPPEMT DEPICTED ldE OFYMALL APPlICA110M. FIANIlN A COPY DF 1N1! i , li fAl BBD'39MD 1N DIS,Y, Alm lllAll NOi BE IK1.lED UPON IN ANY OTNEA MAY. OESISN 10 T!E ig19E E~CTIDN CWTFACIOP. .--rot • TFUSS PuTE tMSrtrurE. AD! • ]ss+ NArIONAL DESISN iPECtFICATIDN FDP Noon cDNSrwcnDN TC LL 40.0 PSF REf TC DL 10.0 PSF OA' BC 0L 5.0 PSF DRI BC LL 0.0 PSF 8Y: TDT . LO . 55.0 PSF D11Fl.FA_ C___-.____1 •00 SPA INCA ?4.0" 2--1Q384 10/05/94 8732 94278595 ME J C~ THIS DM6. PREPARED FADM COMPUTER INPUT (LOADS C DIMENSIONSI 51 Joo. l~lG24--HOUSE ACCOUNT TIFFANY BY THE SEA 121 ! FTSO 5'3'8 SY42 - _ titi .. TDP CHORO 4x2 SP 12 N REFER TO DRAWING Al50 FOR TYPICAL\PLATE LOCATIONS. 8DT CHORD 4x2 SP E2,N - ~ - CLEAR PANEL LENGTH = 03-05-04, TYP` (o ~ ODD PANEL 1 WE85 4x2 5P i3.: _ ~ - NOTE: THIS TRUS5 MUST BE INSTALlEO AS SFgNN. IT CANNOT BE USED UPSIDE OOWM: ~- SPECIAL CONNECTION/HANGER FOR 29!.04/ REACTION AT LEFT END. I i~ -i'9"12-~'-i'6" "''.~1~g"ip~ C1XgL 4 q 4 c ., ..... V A Q L. 5 3`8 C2 CPX4 pyER 2 SUPPORTS R=291A N^3" A^291P W=3"8 ai T ;Y~.- ARY-Y N M 3 it *IMPORTANT** a""' °'P1S10N °` "`°"~ WARNINGI"'~ fFw3RE ExiREME CARE bM[ll Npi bE RE[Pp611LE /OR IN MVQLIifi, ERECTION CIO CLARY BEV3.TIOM /aoM TMb IlE9Ip1 DR txEBE bPELIFIGT1oIa, oR Ya fliMC116. BEE MIB-Bf to 7PI. fEE THIS OEbI6M F~¢UE TO W[LO TIE fRUffi IN COYFORMANCE MITM 95TBb Br TPI. FOB NOOIT10MAl fiEC14 PERIf"MENT IMMCIM6 RE 611Vtr CO^IECfORB .PE 14DE 0/ 2OF 6AI.V, fiTEEt MEEIIMD ABTM OOIREfENiS. Iq.Et6 OTff11MItE [fOIGTEA 70P . Di•ufM "1 .lofa tbw6s Yo OKESb OtMERMIS LpFjTE0~1MI~6 0E816MN IOM LMr~NDttIIMED PlYM000 gENTNI~N6. BOTTOM CMg1DR ~.~,......M."., uM [By(CIp6 FER pIWIMBS IIW. 1BD [ 160.-F. OESI6N biY0Yt6 YI1N PROPERLY ATT"Of0 Ri6t0 CEIUM6 ^ SEE 180! ~- &Ht SOOtfNRtt PBMY, fAffq^ M/4PPLICA~E pROP3bION6 0/ MOB [ TP1. f1N EM61f~R'b TEDNtIGI fiWtE 17/lAfl FOR bIIP~BTFD 6rM0 PrBtl'f!, ?X TJ051 ~ pu THIS pR"MIM6 NPPLIF6 10 TMF CpYPoNENT OEPICIEO NkAE ORrMNL Y4liCATIOM. FWIIBM P COPY OF TN75 1210 660-391D lM plt.r. YID 9111[[ ILIT 6E IHI,IED uPOM IN 1JIY 91MEP Mer. OEbIBN TO ifE TW6 EfECTI~ W~KT TOR. .--tPI TROBB PLATE IN6TITUTE tA6 • 1991 NAiIONLL DE[t6N BPECIFIG110N FOR MOOD COMB TRUSS MFR. c N s v w N d N v m vt ~o m Seq: iE crAl F = TC LL 40.0 PSF REf TC DL 10.0 P5F DA' BC DL 5.0 P5F DRI BC LL O.O PSF 8Y: TOT.LD. 55.0 PSF ouR.FAC. i .00 1 ~i ,ice: 19a1029--MOUSE ACCOUNT TIFFANY BY THE SEA 12) / FT11 12'4' 'OP CHORD 4x2 SP ~2 N 9pT CWEBS dx2 SP /3 N NOTE' THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. Ya2 THIS DMG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONSi SUBMITTED BY TRUSS MFR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. C CLEAR PANEL LENGTH = 02-06-00, TYP. (o = ODO PANEL )~ ~:: ~ + 2X6 i3 HEM-FTR OR BETTER CONTINUOUS STRONGBACK. ATTACH v TO EACH TRUSS KITH 3-10d NAILS. STRONGBACK MATERIAL TO ro BE SUPPLIED BY ERECTION CONTRACTOR. Io Ci T Q R=6781 w=3"8 12'4' OVER 2 SUPPORTS a „~"~ kIMPORTANT** ~ ~D1;~°~ WARNING; ~ ~"x~ttl; t,o ^ , ~, ~~ C DEVIATIOY FFON THIS 11ESfW DP tIEBE ePECii1CATIDNa oP AM' BMC1N0. BEE HIB--1 BY TPI. ~E THIS OEBISN LARY fA1L1HE 10 WILD fIt TPUgS IN CpaTOPYAILE YITM pSTBB BT TPI. FOP AODIilOMAL SPECIAL PEPNAIt:NT BPACIYO AC tSAPY Cba1ECTOPS APE IMOE OF B08A 6AlY. STEEL IEFTIN6 ASTY lIUI11EtFNTS. UILEBS OINEPYISE INOIGTED, TOP ~ Ata6 ~ B E1~EPT ~ ~~. APPLT COYNECTOPS TO EICM FACE D< CMOPO 81NLL 8E lATfl1LLLY BPACED YITM PIIOPEP 0t•t.tM e porn 1~,I,~.r.o i+•wct.. lnc TWOS yQ IaLEfs pTNEPYI4E LOCATED ON THIS OESIBN. POSITION LY ATTACHED P1Y.000 gEATNIIG. BOtiOM CMD1D L'OMtEtipK PCP OPAYINBS 130, 150 S 1fi0A•i. OESIIN STA/DAWS MI1N pltlPCgLY ATTAGt)A P161D fEILIMG -- SEE :°0: 5. firNt SputNNtft PYry. CgFpgN NlAPPLICABIE PROYIBIp6 D< IDS i TPI. AN EYGIIEEP'S TCG911CAL la'fIATC IT/lKf1 FOP SO66C9TC0 6^artC Pra1r1l. T; )505! /EU pN THIS OIYYING APRTEB t0 1MF ppwONEYT OEPiCTED NHIE OPYNAIL APPLlpi]OM. F91Y1l9N A COPY OF TNI9 127 Al 660-39a0 IM q{.Y. AIO BNALI NOT 8E PFtIEO uPON IN ANY DTIEP YAY. OESIIW TO ifE TPO$ EPECTION CpNTPACTOP. r--TP] • TPIKS PLATE INSTITUTE. NOS • 1997 NA710NAL OESi bN 6PECIFICATIOM i0P YOOD CpeQTPUCTION T Q R=6781r W=3`8 n ac. TC LL 4O . ~ PSF REI TC OL 10 . ~ PSF DA' BC DL 5.0 PSF ORI BC LL 0 . D P5F BY: TOT.LD. 55.0 PSF DUR.FAC. 1.DO conrTNlr. 24.0 ` E 1601501 2--!4186 ]0/05194 J M Uoo: 191029--FUSE ACCOUNT TIFFANY BY THE SEA !2! / TOP CHORD 4x2 SP 12 N BOT CW 85 4x2 5P 13 N .. ~ . NOTE: ITICANN0TS8EUUSE0EUP5I0EL00WNAS SHOWN FT12 7'2'B SY42 ~ THIS DM6. PREPARED FROM C<~PUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS 1~R. SPECIAL CONNECTION/HANGER fOR 396.461 REACTION AT RIGHT END. C - REFEA TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n CLEAR PANEL LENGTH = 02-04-!2, TYP. ( o = ODO PANEL ) w N ,.. _ m s ` N v m .. ~._ m m ~-- 2' 4" 12 ---~ ~---~ 9"4 ----~-- ] 8' ---~--2 9"4 ---~ Cix9 X4 4 q C Q ...~... C X4 R=3961] W=3"8 Q 1 UYtH [ avrrunla R=396 W=3" a~T Tva - ARY-V2 N ~ 1 r **IMPORTANT*~ flaW NOwSESAFS-DWIELE1Fg1 WARNING ~M wIME~EIECT W LlA CLAFY DFY2ATIDN F1aM 7XI5 6ESIGN w T1tlE tPECIFIGTI0N5. as AMr BIUCIIG. SEE Xleil n TPI. SEE THIS OE516N PAILUE TO tU1LD TIE TNt6 IM I.ON/OtNAMCE NITN 05116 Si TPI. POt ADDITIONAL SPECIAL PE1t1A1E13T 6RACIN6 LE tLADr LONELig6 AIE NAOE D< 306A SALT. STEEL MEETING ASTN W16EMENTS. UI.E~ OiME1MIS INO1CAtE0. TOP • DI. LIAn Pr Alone A46 t6 L E3CEPT AS MDTEO. APRT COItECT0R5 To EALN CALE OF CW6D 81YLL ~ LAtE1LLLLr 16ACE0 MITN PADPED ' FpAaeNP P.ASNb, Is TpOtS AAO ItIESb D1NE6MIg LOCATED ON TN75 DESIGN POSITION Lr ATTACHED PLTM006 pEATN[K. 101TOM CNO10 CONIECTp6 PEP 06AYI165 130, 1St L 16Wi. OE510N STAAOALOS MITH P{pPE6Lr ATIACKO 0.2610 CEILING -- SEE ~~ 1801 S. L/'t4L StetNArss2 okMy, cDISDNN M/APPLICMLE P5oVI5I0l1i Di 105 L TP1. AN ENGINEEP'8 TELNIICAt uPwtt 0!2/511 E06 tOL6L6TE0 - 6rtnO PT'11T1l, TX 75051 EAL Op iNI6 ORAIIIK APPLIES TO TK COIiPDIENt OEPICiED IHE DN'MALL AP0.ILAi20N. PIP=iW A COPT O< TN74 121 ~) 660-3940 1N OILT, AMO filAll 10T 1E AiELIEO VOM 1N ANr OTNEP MAY. OESI6N TD TIE INWS EIECfiON CdRMCTON. "--TPI TgIiS PLATE IAOii1TUTE. NOS ' 1991 NATIONAL OESSGN SPELIPIGTION POfI MOOD COIK1NUCilON 4 X4 CiX4 1X4 3X4 ~~~"6 r~ • Seq: i65i2 R v 17.2m CALE _ TC LL 4 0.0 PSF REF R732--14!87 TC DL 10.0 PSF DATE 10/05/94 BC DL 5.0 PSF ORW USR732 94276598 BC LL 4 • ~ P5f BY; MEJ G~ TOT . LD . 55.0 PSf DuR.FAC. i .00 PA N 2A.0" N ill / FTi3 20'3'8 SY12 TNIS OMG. PREPARED FROM CDMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITT ,too: 191029--NOOSE ACCOUNT tIFFANY BY THE SEA AEFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. TOP CHORD 4x2 SP !2 N 80T CHORD 4x2 SP !2 N CLEAR PANEL LENGTH = 02-06-00, TYP, (o = ODO PANEL I WEBS 4x2 5P !3 + 2X6 !3 HEM-FIR OR BETTER CONTINUOUS RO STRONGBACK. ATTACH NGBACK MATERIAL 70 T d w 5 TRUSSES TO BE SPACED AT 16.00' O.C. MAXIMUM. BE CONTRACTOR ION EREC 8Y SUPPLIED AS 5HOwN. NOTE: 0w L PSI DE TS EU I N 0 DE U USE B CaNNO IT 1'8" 9'3"12 ~ 9'3'12 C4X4 q X4 4X4 CiX4 (R1 Xq X4 W=C3X4 4 q q X4 + i•4• ~., r~Ye 3X4 3X4 C3X4 4X 1 _ ... rax4 20'3"8 -- OVER 2 SUPPORTS C2k4 _ R=744# W=3"8 BY TRUSS I~R. c N ]J V w N A N V m L9 ID ID R=744/ W=3"H GLARY A D1~IPIM tl A1PINt UYfeAMP PNO,GTA. m IBDf 5. 6reNt SpYtMLit Pkry. 6~snO PrslHe, ix 15051 12111 660.34A0 ~*IMPORTANT** q,wr DmsIaNGFUPINI fpi WARNINl7PU55£SPEGDIPFExiPEMECAPE ]N NAAIDL]W, ERECTION AND iIMLL ND1 SE PFEFpR1SLE DEYtAi11M FPDM TXIS DESIGN GP TIE9E 1PECIPICATId6. DA AAIY SPACING. SEE NIS-Sf SY TPI. SEE TNIS DESIGN P SU1LD tNI TPGSS fN CdEDpNYKf YITN pSTlB Br TP]. T E fDR ADDITIONAL SPECIAL pEWANENT SPACING FAtIWE O APr CgMECTDPS µ1E YAK 6 2GGA GLLV. STEEL IEETINC ASTM W[IIEIENTS. I1N.ES3 DTNERIIISE IIOICATED. TDP (T. AAK GP S £SCEPt AS MDTED. YMtr CpYELTORB TD EACH fACE DP CNORD ENALL !E LITERALLY )RACED YITN PPDDEP 10 5 YO IP-Ef5 DTMEIMISE LOCAfEO DN iN15 DESIW POSITION LY ATTACNFD 0.rYWO 51fAtNIMG. SDTTON CNg 7P1A CgPIECtp6 PEP pYY1MB5 Tap. UGC iSGAi. DES[W StAApA1Y15 YITN PfYPEPLr ATTAD[D R[GID CEILING -' SEE 7 CpfO1M Y/APPLICASIE PPOYIS[ONS OP MDS C TPI. W ENGINEERS E- T[CIYIICAI tlWTE tl/t/S71 fOP 5GGI1:6 OP 1N75 N TN1S ORAYlW APPLIES iD THE COIPOEIIT DEPICTED IEIE DPrYALl APPLICATIPI. fIAY11SN A COPr SEAL O fY tMLr. YID l11Al.L Itlt K RELIED UPOII IN AYr OT1EN qr. OESISM TO TIE 1PU% F1~Ci1~CONiTpACyDP. TC LL 40.0 PSF RE! TC DL 10.0 PSF DA' BC DL 5.0 PSF DAI BC LL 0.O PSF 8Y: TOT.ID. 55.0 PSF DUR.FAC. 1.00 SPACTNP 16.0' 16514 7 2--!4188 10/05/94 AT32 94218599 MEJ c-rr r '5'8 11FFAN~,,:.Y N TOP CHORD 4x2 SP !2 pense *K~ DOT WEB 4x2 SP #3 TRUSS FABRICATOR BY LOA05 TRUSS CALCULATED LOAD CONC. NAG X-LOC AOING DN THIS END CASED SIDE 1118 ia.0 AAeLO LOP PL LOAD BIDE N`DPSF 100 0 STO p 19.5 Cps Q 9 110,0 10.0 0. .FOR CONCENTRATED LOAOl51• HANGER REO D AT LEFT ENO' ECTION OR i376.12~ REACTION ~SpECIAL CONK HANGER FOR SPECIAL CDNNECTION/ i !'d~ a=~376~ W=3~ ARY-V2 TVP. CLAAY °tiM 1« A 9'•'w~" Ero X99: S ~N^~i°"1x'~S~MY' Q FFiON CoNP~uT,,,~ I~:f ~ TIONS• pgEPAPE~,,,i'" TYPICAL PLATE LDCA 7F115 DMG. A150 FOR 00D PANEL 1 RAWING 00, TYP: C ~ ATTACH REFER TO 0 LENGTH s 02-45 gTRONGBACK. NEL _fIR Oa NAIL ~~RONGBACK MATERIAL TO -CLEAR PA BETTER CON WITH 3-10dCONTRACTOR' t 2X6EAGHEfRU55Y ERECTION SHOWN. BE SUPPLIED D Ip~$TALLE~ S NOTE ITIGANNOT BE USED UPSIDE DD ttl8 ., ~~ ~~, 6" ~ IA ~- N ~7'1~.6 4X __--i9 sUpPOaTs o~Eq 2 ~S.~xta~~ `.gym R WAaNINO`ik w~i"~' DHSS pE,51Ga T TP ~ LLPlI£ TPI. ~~ r~~~'.~~~ (~,Af1YN1'i~ ip+ ~ 30.E POa [aG. BEE KIB•91 9Y pEM/df ~tACI~ PE xIMPDaTANT ~ sPE~IP[ • ~''~ ~,,wl,:ow~ ~`o,rEwl~ Iwic-reo, la iPl. UaE M11M P~ Ey[AiIp+o w1LA T ~T~ ~ ~ c~'"i'~s~l m ~~~ Pw~ ~ otAC~ °`w,~ asa~l"s ~ "~1`a~~,rccroas~ ~1~ ~+ cam X~ ~ ~ s~l wt~i`~~ilo~ ~ aa^'ls~~s~ T yaiNu ~ 8~ ~ Ct~ ~ 150 F t6W' TP1. AM EAGiNEE ~My,1, A~ ,~ EaECTION llaw ~~~ ~ DIES ~° ~bs [NTO ~1cM o pcsl~S~ iP°tA~~ Pna ~ ca~Ti..~"'~~ ~~~ /~ ~~~f ~IrtI U~ ~'~ . tggi ~yt10M- ~~ R=S882~ y~¢3'8 _ " ~ 40 O PSF Atr - TC LL 10 O PSF DAT TC DL ~ O PSF DRM BC DL O.O PSF DY: BC LL ~ PSF TaT.LD• p0 OUR.FAC ~ X4.0. N J w N N J m m 0 1E .IOh: D / FG2 !0' SY42 GIRDER THIS OIS;. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED 8Y TRUSS MFR. TOP CHORD 4z2 SP t2 N 80t CHORD 4x2 SP ~2 N MESS 4x2 SP ~3 *MrtL0A0ING OH THIS TRUSS CALCULATED BY TRUSS FABRICATORMMM LOAD CONTINUOUS LOADS CASE SIDE l-PLF R-PLF START END 0 T 431.0 431.0 0.0 6.3 0 6 30.0 l0.0 0.0 10.0 0 T 265.5 285.5 6.3 10.0 SPECIAL CONNECTION/HANGER FOR 135S.74i REACTION AT LEFT END. REFER TO ORAMING A150 FOR TYPICAL PLATE LOCATIONS. CLEAR PALL LENGTH • 02-06-00, TYP. (o =ODD PANEL NOTE:. THIS TRUSS MUST BE INSTALLED AS SHORN. It CANNOT BE USED UPSIDE DONN. CONTRACTORS NARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (---2'6" --~ T 4 :, C X6 OVER ~iSUPPORfr~X5 A=13521 Wei" R=27561`• We3'8 PLT. TYP.- CIARY- **IMPORTANT*+~ ~ 01~5~ 1 „°~~ WARNINGN ~aEaotaE~T~wEF~E ,~ ~ 6 , ~ DEVIATION FanN THIS oESIfiN as THESE SPEtIFICATIOMS. Da ANY BNACING. SEE H1B-aI BY 1PI. SEE THIS aESIfiN ~ ,'/~\ > 11 r ARY FATLUE TD MI1LD 7NE TNbS IN CpFOaN1KE NITM OSTBB M ial. f0a e0atti0NAL SaEtII~L PEaMYENf BM41N6 RE ~ aAaY corwECtDas AaE xAOE a aDeA auv. sTEFL NE[TI16 ASTN aulaEaurs. uAFSS DTiewlsE twtuTED. TOP ~ P,rulwi et Alilrie AII6 Ba B EACEPT AS 1pTE0. APPLY CONECTONS Ta EACH FACE a CHap SNALL BE UIEWLLY BaACFD NItH PapPER ~~"~ -'aKa' ~ TAUBS Mp IaLLEB6 OTNEaNIfif LOGATFD aN THIS OESIW. POSITION LT ATTAC!ED aLV1910a SNEATNIW. BDTTON CXOaD COCECTO0.5 oEa 1PYNIKS 130. 1sD C SsDA-f. DESIW STAIDlPaS KITH Pa1pERLY /.TTACHm aIGia CEILING ~- SEE tlDl 5. 6n1t eautaast Pkry. caxFaRU wAwuwLE PRDY1stOE a NDS c rat. AN ENa[NEER•s TEpPI(tAt uawTE n~Irvli ra+ SUBifSTEO FeMt (k'NtP1N, 1X 14DS1 4EAL OH TN75 OIWIING APPLIES TO IfE Cppa1~N1 OEP1ClE0 ~ OaraALL APP tCATION. PUNISH A COPT a THIS (211) 660~3i1D 1N a1lY. alp 6HALL NOT NF PELItD IsaN IN AIA a1HEa YY. OESIW TO THE ta1155 EaECT7aN CWTaACTaa. T Q -/- Rev 17.2 TC LL 40.0 TC DL 10.0 Bc oL 5.0 BC LL O.O TOT . LD. 55.0 DUR.FAC. 1.00 nn. n~..r -. . m SCALE i~ PSF REF R732-- PSF DATE 10/ PSF ORW usRT3z g PSF BY: NEJ PSF 4 X C N v w N ~o a N v m a- 0 N ~---- 2' 10' 8 ---~-m 6' 5' 4 --~ JDO: 194fD29--HIX15E ACCOUNT TIFFANY BY THE SEA f2) / FT15 f6'4' SY42 THIS DN6. PREPARED FRDN CUNPUiEH iNPUI 0.u~w v uiAttlr~AUm7 aE]ou Ticu er inuaa nrn TOP CHORD 4x2 SP 12 N SPECIAL CONNECTION/HANGER FOR 898.331 REACTION AT RIGHT END. _ BOT CHDRO 4x2 SP 12 N WEBS 4x2 SP 13 REFER TO DRAWING A150 FOR TYPICAL PLATE. LOCATIONS-." ', ~ m . _. -, ~ a CLEAR PANEL LENGTH = 02-06-00, TYP, (o = OOD PANEL) v + 2X6 13 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ~ TO EACH TRUSS WITH 3-!Od NAILS. STRONGBACK MATERIAL TO NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. ro BE SUPPLIED BY ERECTION CONTRACTOR. Ii CANNOT BE USED UPSIDE DOWN: ~ ',. . a N V m ..: _ ~ O W ~,4„ yL 1'8' ~1~ ~~4. C4X4 1~- T CSX4 (R) X4 X4 X4 X4 X 4 4 _1_ _ ___ _... _.. ~ ..., n~~. n.v R=898 W=3"8 ~ - ~ vo _ rl eov_ CiX416'4° C3X4 OVER 2 SUPPORTS C2 4 R=B98d W=3" -~- T 1'4' 1 1E ~~IMPORTANT~* fx.Am bIY7610N a uP1NE WARNING']~66E6 SWINE E%TNEME cANE TC LL 40.0 PSF REF 8732--14192 6W11 NpT BE PE6POA6IBLE FON DEYIATiON iRDN iNIS DESIW a6 T1ESE sPECIFICATIOIa, aP ANY 7N NAwLING. EPECTION Aw B14CIw. SEE NIB-91 II+' TPI, SEE 1NIS DES76N + TC DL 10.0 PSF DAT£ 10/05/94 CLARY FA7lIAE ro BDILO iNE Tg155 IN Cp/pMANCE MITN 66788 BY TPI. STEEL IEETING A61N ANY CdNECTM6 ARE MADE o< 266A GAIY C iDil ADDITIONAL SPECIAL PCAAIANENt BNACIN6 IE E65 DTNETMISE twlcATm. too WtNElvrts 1P4 BC OL 5.O PSF ORW USR732 94278603 O,rTSiPr rI Aml"t EPOtMHe P^rau[u IK . L AuE GP B ExCEPT AS NOTED. APPLY CDNIEDTDRG ro E,cN FACE OF . . CNOAD BNAtt BE uTENALLr BNACED MITN PNOPEN B01TOM CIONO YM O SIEATNIMG T ED BC LL O.O PSF BY: MEJ , t1W St P C E ' TNU56 Aw 16LE6$ OINEPAIISE LOGTED ON iMI6 D6IP1 P06ITION CONNECTIMIS PEP p0.{MINGS I~, 350 E I60A-F. OESlGN 6TANOYO6 ' OO . TAP PL lY A MITN PNOPENLY AiTACIED N161D CEILIw -- SEE R t ToT . LO . 55 .0 PSF N1 $pY l : . b 7B NMy, G^!rC Pralr Le. TX 75051 S CDIEpTM N/APPLICABLE PPAYISIOM6 0< X06 [TPI. AN EN6INEEP ~µ ON 7X16 DMMING APPLIE6 TO ME COI~ONENi DEPICTED NEAE 6u6GE6 ED TECNRCAI uPWTC f7JU917 fO ONYMALL APPLICAT7DN. FUMII9N A COPY OF 7X16 OUR. FAC. 1 .OO X2141 560-]94D IM OALT, Aw SNLLL NOT ~ 6EL1E0 WW iN ANY OTMFP NAY. r--TPI - TRD6B PLA1E 1161ITL'iE. X06 ~ 1W1 wTIOMAI ~S7 DE610N TO TIE TgDgS ENECIION CONTNACiOF. 6N SPECTiicATION FOR Moon CW6rnilcTloN PA N 24 . ~ n JDb: (941029--HUUSt nI•LUUn~ TOP CHORD 4x2 SP /2 N BDT CWEBS 4x2 SP t3:N TIFFANY BY THE SEA S2! / FT16 16'10' SY42 THIS DNS. PREPARED FRDM COMPUTER INPUT ILDADS C DII~NSION51"SUBMITTED BY TION5 NOTE: ITICANNOT58EUUSEDEUPSIDELDOWNAS SHOWN. REFER 7D DRAWING A150 FOR TYPICAL PLATE LOCA ` - CLEAR PANEL LENGTH = 02-06-OQ TYP. (o' _ ~ODD~PANEL ) + 2X6 t3 HEM-FIR OR BETTER CONTINUOUSrSTRONGBACK. ATTACH TO EACH•TRUSS WITH 3-!Od NAILS. STADNGBACK MATERIAL TO 8E SUPPLIED BY ERECTION CONTRACTOR. ~---2' 6" ---~ 1'B" ~~7• 7'7` CiX4 (8)4X4 X X4 4 X4 4 4X4 1 a' 1'4' + J_ ,,, r~vn ._ X4 1X4 1X4 3X4 3X4 4X5 16'10' DVER 2 SUPPORT5 R=926,1` W=3"8 C2X6 R=926 W°3"B 5eq: !E • crsJ F = a_T, TYP.- ARY-Vi' w ^ ~ ~~ L '~ ~ 6 aN Di sl pY WARNIN w ~ ~ ~~ ~~~ ~ ~ *IMPORTANT** ~ E T t NUa I ~ D6 !iM 6ANCM'. SEE NI6-61 DY Til. S~ 1X19 DESIGN 1EY24TION GIgN 1X16 DESIGN OF 1FE9E 6PECiFIGT106, 1P FOR 4007TIOM4L 9PECI4L PERII4fENT 6R4CIN6 ME ~1 ~/ C L AA 1 7. F41L1AE TD WsLO THE TWSS 1M LpMMMANCE Y1TN pSTb 9Y T UNLESS OTNERNI9E INOIGTED. iDD WIREIENTS H C7JRY CpUlEtid6 M7E M40E OF 20GA G4LV. STEEL NEETIN6 46 . CNOW 8N411 eE IATER4lY 6R4LED KITH PRDPEP 4 Olruun s1 41PU" K p' ' 4446 M 6 E%CEPI IS MOtEO. 4PPLY CDINEDTdiS TO F4CN F4CE DF iNpM1I6E lDG1ED ON TN16 OESIpt POSITION C~ ~ ` T wnti I Fp~~+" i0 TARS 410 IP6E$ 9 pESI6M ST=U4g15 604-F UNG - 4TT4C1ED M161D fFi ppORERLr NITN ly'' 6FNL yyLMNlaE PNNY• 1801 5 . CA=1FCTOINi PEN pNNIMiS 13D, t90 S 1 COIFOIw NJ4PPLIG9LE pygYI6I0N5 OF NOS C 7PI. 4N ENGINEER'S 1[CMIIC4L UPDATE Ol//911 FDP SUkESTEO FUiW19N A COPY OF MI6 TION . &rMa Pr91~le. TX '15051 9EAl DN TXIE DRANING 4vPLIE6 1D THE Cp,pONENi DEPICTED NEIIE V . ORTN4LL APP~IG OES1W TO iME TARS EPELTION LONTR4L10R. )P14) 660'99N0 : ]N p141, 4N0 914LL MST !E RELIED UPON IN 4Nr DTNER N4 G ' 1691 N1110N4 DESI GN SPECIftGT10N FOR HOOD CDNSTWLTION ~--1PI 1111165 Pl4tf INGT ITUTF. ND TC LL 40.0 P5F AEf TC DL 10.0 PSF DA1 BC DL 5.0 PSF DRI BC LL 0.0 PSF BY: toT.lD. 55.0 PSF DUR. FAC. 1 • DO coAr•TNIr. P4.D" MFR. c N n V w N to IU V 0) O b Job: 194f029--FptISE ACCONNT TIFFANY BY THE SEA 121 / FTS7 !B'2' SY42 TOP CHORD 4z2 SP /2 N BOT CHORD 4x2 SP 12 N WEBS 4x2 5P 13 SPECIAL CONNECTION/HANGER FOR 999.!71 REACTION AT LEFT END. NOTE: THIS TRUSS MUST BE INSTALLED A5 SHOWN. IT CANNOT BE USED UPSIDE DOWN. THI5 DMG. PREPARED FROM COMPUTER INPUT lLDA05 6 DIMENSIONS) SWMII it REFER TO DRAWING Al50 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH = 02-06-00, TYP. (o = ODD PANED ), ; + 2X6 13 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO 8E SUPPLIED BY ERECTION CONTRACTOR. 8,3" 1'8" 8,3. C4X5 1X4 C X4 C]X4 7'4' _.t_ f'4« CGltO UYtM [ aurrun 1 a R=999# W~3" R=999# W=3"8 - '~'? 'YP.- LARY-V2 N R T TP *IMPDRTANT** ~A" ~°'~" ~'~ WARNINO; ~`~~"~~'~; ~ w OEYIAT[aN F9DN TN25 DEIGN pP T1ESE sPEC]FICAlIOTS, oa ANY 9NACING. 9EE MI9-91 9r tP1. SEE 1HI5 pESIGN ~ C LARY FAILURE TO 9U1LD THE TARS 7N [pNFpPNAMCf MTTN p9TBE 9Y TPI. FD11 AODI11M1AL 3ECIAL PENMANENI BNACING IE CLWr CdNE01pR5 ARE MApE OF 20W GALY. STEEL MEETING A91N. OUIRENENI9. UNLE95 O11ErMI5E SNpICATEO. SDP ~ Oirreun ei AlP~nt Ae4G ~ B EECEPI AG NOtEO. APPLr L'OMNECTORS TD EACN FACE OF ONORD BNALI BE UTERAIIY 9RACED NITN PROPER W,mnM a•wcn, 1K TpRS AW UNLESS OTNERNISF LOCATED ON iM15 OESlpI. POSITION LY ATTALNED PLYMpOD 9EATNING. 9pTTON CNDRO COMQ[TORG PEP UUMiM6 130. 190 S l60A-F. DESIGN STANpA2O5 YI1M PRp0E11LY A1TAClfD RIGID CEILING - SEE 1601 E. E/'Nt 60utMl9t PMNy. ~pRM N/APPLICA91E PROYIGIONS of N~ c TPI. AN ENGINEER'S TELINICAL uPwiE h/1/911 id15UGGE6TED 6ren0 FM9Ir1e. T% )5051 may, pN rNIS DRANIMG APPLIES lp THE CO=~OIENi DEPICTED HERE pRYNALL APPLICATIOM. FURNI9N A COPY OF THIS 12141 66D-3940 IN 011r. ANO S1ML1 NOT BE PELIEO UPON IN ANr OT1EP YIr. pESIEN 10 11E 1Nf99 ERE0T70N 00NTIUCTM. TC LL 40.0 PSF REF TC DL 10.0 PSF GATE BC OL 5.0 PSF DRW BC LL 0.0 PSF BY: TOT . LD. 55.0 PSF OUR. FAC . 1.00 PA ING 24 0" BY TRU55 MFR. c a V W N a N V O1 O UI ]652 ~ .2--14194 ]0/05/94 R)32 94276605 MEJ •-c. J0D:1941029--HOUSE ACCOUNT TIffANY BY THE SEA f2) / FTiB 20'2' SYa2 THIS DN6. PREPARED FROM COMPUTER INPUT (10A05 ~ DIMENSIONS! sueMnleU er MUSS fern. SP fP N I B~IIIIWARNING*N AN UPLIFT REACTION OF -897f OCCURED DN A ~TOP CHORD 4x2 NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER I5 REDUIREO. c IBOT CHORD Ax2 SP f2 N to WEBS 4x2 SP f3 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. n v SPECIAL CONNECTION/HANGER FOR 972.581 REACTION AT LEFT END. CLEAR PANEL LENGTH = OP-O6-00, TYP. (0 = OOD PANEL I ro NOTE: THIS TRUSS MUST 9E INSTALLED AS SHOWN. + 2X6 i3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-!Od NAILS. STRONGBACK MATERIAL TO ~ IT CANN07 BE USED UPSIDE DOWN. BE SUPPLIED 8Y ERECTION CONTRACTOR. ~ N CONTRACTORS WARNING: v THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS m AT SPECIFIC LOCATIONS. PARTICULAR CARE I5 ADVISED DURING m INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. o m ~~'~" B' 2" 14 1X4 9" C4X4 1O' 3"2 C2X4 (R) ~ 4X4 CiX4IR1 X4 X4 4 X4 4X 4 4X5 A9'2" C X4 20'2' OVER 3 SUPPORTS R=913d' W=3" 2' 1'4' (B~ 6 R=2118# w=3'8 R=-734# W=3"8 1653 =n aA"'' o1YIG,a °` "`°"` ES REWIRE EETRERE GRE WARNIN 7C ll 40.0 PSF REF R732--!4195 WIMPORTANT** F ° V ERECTIOY AND IN WJ41RG OR ONE1lILE EYALL RDt R IIEE R M' . SEE TH15 OESIGR GEE Rleif EY TPi (YiACIRG TC DL 1O.O PSF DATE 10!05/94 CLARY A (EY1ATIpl FROM 1n1S GEGIGN OR TIEEE E°ECIFICATIORG. O FAILURE TO BUILD ifE TRU$ IR t:0f/OfMAMCE YITY 9GTlG BY Ta7. . . Fpl A007TIDRAL 5"ECIAI Pf1YlAlLRT &IACIYG RE TOa E INWCATED T W BC DL 5 • O PSF DRW t1SR732 94278606 CLAPT CpNECTGRS ME MAGE ~ BlGA 6ALY. STEEL IEET7MG AG1Y fE . IS WIREMENTS. UNFSS G A OSH°tM °I l1YUM AA16 6R B EuEai As lGTED. AoaLF CGfaECTORS ro EACR FACE GF tStl10 91wLL BE LATERAl17' BRACm YITH PluaEa BC LL 0.0 PSF 9y: MEJ L~~•/ 7"77°°°'°0 °rj0YL1i• ~ TR165 AAD ULESG GTNpMISE LOGTED GY THIS DESIW, a057tIDY lY ATTACMED P~LYg00 YfAT"fYG, BOTTM CMRD IUIMKCTg6 oEa ORAYtAGS SEO. SEO t f69A-F. [IEStOA sTAADAa05 Y7Tn aROPfRL1' ATTACIlD RIGID fJ:ILIRG -- GEE TOT . LD. 55.0 P$F 1607 5. GfNt GGIStfY°!Et Rt9y. C07EOIW Y/APPLICMLE PIgY7EItM75 a RDS G lal. AM Ef6fhEEa'6 1ECNItDAL UPMTf 017/911 FOR EY6GESTFD 00 1 6rlnD Pr•liMt, Tx 75051 EEU oR tRts p4YI7y AF0.IES tD TYE CSYOOrtRr oER1cTEO SERE ORr9uL AaR1CA110R. FUIiII~ A COaT Si< TRIG . OUR. FAC . 12111 660-3410 IY GStr, AND Snll RGT BE RELIED UROY Ix ANY OTKR YAr. OESI6N TD tfE TAI% ERECtfOY CWTRACTDR, gC7Af TNI; P4 . D " __ ' ' THIS PREPARED FROM COMPUTER INPUT (LOADS ~ DIMENSIONS) SUBMITTED BY DNS TRUSS MfR. SY42 B .IOO: t94i029--HOUSE ACCOUNT TIFFANY BY TFE S£A !21 / FT19 39 . 0 FOR TYPICAL PLATE LOCATIONS. REFER TO DRAWING A15 G TOP CHORD 4x2 SP i2 N BOT CHORD 4x2 SP i2 Dense CLEAR PANEL LENGTH = 02-06-00; TYP. (o =ODD PANEL ~ ~ WE85 4x2 SP i3 + 2X6 i3 HEM-FIR OR BETTER CONTINUOUS STRDNGBACK. ATTACH ~ TO EACH TRUSS WITH 3-SOd NAILS. STRDNGBACK MATERIAL TO N NOTE: THIS TRUSS MUST BE INSTALLED A5 SHOWN. BE SUPPLIED BY ERECTION CONTRACTOR. IT CANNOT BE USED UPSIDE ODWN. ~o a N V m O v CiX~ T 1 R=1082~P W=3'8 i~~~, TVP.- LARY-V ry ^ ' '~ CLAm 01Y151OM OF 4Pi1E *~IMPORTANT~~ WARNINGRL~fiGES REWIRE E%TRENE CAVE t:aEC17ON AID IN raAOLINfi ~ sNALL NOT ~ „~,~ ryq ATION FRDN INIS DESIfiN oR TNESE SPECIFICATIONS. oR ANr , SMCING. !~E NIB-91 eT TP1. SEE 1X15 DESIGN 6 IF ' ' C LARY N fAILIAE 10 BUILD Tff TR155 IN CON~ORNAKE NITN pSlaB Or NI. 1 1 FO11 AODIilONAI SPECIK PEIMANENT SNACIM O14E5fi DiffRN15E INOICATEO, TOP WIREIEIRS 1 CLARY COfNECTOPS ARE NAOE Of OOGA 6ALV. S1EEL NEEIIMG x5 F . CNORO SNAIL 8E LATERALLY BRACED NITN PROPER ~ Oxis~ e1 AIaTnP rw ~reanA ]k AeA6 6R S EIICEPI AS NOIED. APPLT CO1aEC7OR5 TO EACH FATE O EG5 OINFRYIg LOGTED ON SNIS OFS1A'N. POSITION Lr AtT1CNE0 PlY11pOO yEATNING pTTON C1Uf0 , Enyvre TRL65 yp U4. CgPfECtpAS PEP g4NING5 [30. 190 S 1fiOA-i. OES]lA STANDARDS ' NITM pppPERIY ATTAI]EO RIfiEO CEILING -SEE 1E fTlt/9f) FOP Su66E61ED 1BDI 5. GrNt SOYtRNlat PNNy. S ~ppN N/APPlICA81E PNOY381pfi OF NOS S 7P3. w ENGINEER JE 1ECNQCAI VOA p1YNALl APPIiCAT1tW. FININI9N A COPT OF THIS Franc Pre !rte. TX '!5051 ~,LL ON 1X15 ptUNLNG APPLSES TO THE CD1oO1ENT OEPICIED NE DESIGN TO iNE TR11l5 ERECTION CONTRACTOR. 121x) 660-39x0 ]N ON,r, ANO SHALL NOT EE PELSW DPON 1N ANr 01NEP NAY. ____ _.. ____._.~....., e.n ~r+m rIWG1R1211ON T 1 Seq: 14 C!`Af F z TC LL 40 . ~ PSF REF TC DL 10.0 P5F OAT BC DL 5.0 PSF ORW BC LL 0 • Q PSF BY: TOT.LD. 55.0 P5F DUR.FAC. 1.00 ME W 1'8" g' -ti I. g' Job: 1947D29--+WUSE ACCOUNT T TDP CHORD 4x2 SP t2 N BDT CHORD 4x2 SP t2 N WEBS 4x2 SP t3 AY THE SEl 121 / FT2D 20'B' SY42 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. ~2'6N 9'6" 1 8" 9,6N _ J C4X5 LJ CiX THIS DM6. PREPARED FROM COMPUTER INPUT (10AD5 6 DIMENSIONSI SUBMITTED BY TRUSS NFR. REFER 70 DRAWING A150 FOR TYPICAL PLATE LOCATIONS. c CLEAR PANEL LENGTH = 02-06-00, TYP, (o = ODD PANEL 1 in + 2X6 t3 HEM-f IA OR BETTER CONTINUOUS STRONGBACK. ATTACH ~ TO EACH TRUSS WITH 3-Sod NAILS. STRONGBACK MATERIAL TO w BE SUPPLIED BY ERECTIDN CONTRACTOR.... ro A N V 0) Ol O 07 4 (R1 q X 4 4 X4 X4 X 4X 4X5 T ~.4. C6X X 5X W= 3X5 C2X X X C5X5 6X6 C X5 8-0-0 C5X5 C5X5-~ 4-8-0 C3 5 20'8" OVER 2 SUPPORTS R=11376 W=3'8 R=11371 W=3"8 5eq: X6535 ~L'. TYP,- CLARY-V2 N R T TP F - - Rev 17.2m SCA = .37 0 MPORTANT** d.AAY Dmb]DN a aPINE * WARNING'f"'~`~ "~"~ E""~'~ DAB TC LL 40.0 PSF REF 8732--24197 ~ I EwitL NOT aE PESPDNIIaLE FOP lSi ANY pEYIAT70M FPON TN[b OEe[6N OP i1ESE SPECIf]CATIONb IN tY1DlIN0, Ef1ECTI0N AND BRACING. SEE NIB-9f by TPI. SEE TXIS OE6I6N TC DL 10 . ~ PSF DATE 70/05/94 CLARY , 56 iN COAFpIMAMCE M1TM 95TBB BY TPI f T TN FOP A007TIONAL SPECIAL PEPMANENT SPACING RE . FAfIUIIE HE 1 0 WILD TN TOP uNlE55 OTNERNISE TNDIGTED faIIRENENrS BC DL 5 • ~ PSF DRW USR732 9427B6D8 nwr c9A,fEC1DRS Aid NAOE Di Irow 6ALV. sTEEI MEETING As . . ~ A D>ri.~M Pf AfPia C MA AaA6 cP B E6CEP1 AS NOTED. APPLY CONNEL'TOilS t0 EACN fA]E OF CTB1R0 SNAIL BE LATERALLY BRACED M]M MgPEP Y AI O7T N IY PO BC LL ~ • ~ PSF .~ BY: MEJ Wtf~, 1K WI TRNSS YD IaA.Ebb OTNERNISE LOCATED ON 1X15 DESICN, POSITION CgIQC10Rb PEP OPAY1f65 l60. SSO [ 160Ai. RSIGN 61AN6AItl5 NDDO y( XIM6. B fO LT AITACNEO PL O YIfM PWPENLY ATTACKD R16ID CEILING -- SEE TaT . LD . 55 .0 PSF 1801 S. Gnat $1pfEfgaBt PBYry. COfFBn1 M/APPLICABLE FMY]SIOr6 a NDb L TPI. AN FNGINEEP'6 IECNUf.K uP011E f7/1/911 FDP 6U66E61ED 00 1 Grano Pra]Me, T% 75051 BE#L Ow 1X15 W,N[MG APPL7E5 TD 1NE CpPOi'4:NT DEP]CTED NEAE pf111AL1 APPL1UTIpf. FW]ISN A COPT O< TNIS , OUR. FAC. 1274) 660-9940 IM DIL.Y, 1T4) la9il NBT BE RELIED UPON IM ANY OTHER NAT. OESIBN TO THE TP114S EPECTION MNTIIACTOP. D " PA IN G4 r--iPI •.1MR$ PLATE IfS11TUTE. Af)5 1991 WTIONAL DESI 6N SPELIFICI7IDN FOP MOOD CONSTNUCTION ~ Job: (941029--HOUSE ACCOUNT TIFFANY BY THE SEA 121 / FT21 6'4'8 SY42 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 5P #2 N WEBS 4x2 5P #3 . SPECIAL CONNECTION/HANGER FOR 350.62# REACTION AT LEFT END ~-- i ' i! ` 12 --~ q~-- 2 4 `4 ----~-1 ' 8 ` -~-- 2 4 "4 --~ T XC ~4 X4 X 4 Q c ., -~- /,i // R=351# W=3" 'PLT_ TYP.- CLARY- b1A9 1.l/fY banr (t I 6 4"8 C2 OVER 2 SUPPORTS R=351 W=3" THIS WIG. PREPARED FROM COMPUTER INPUT ILOA05 c oIMEN51oN51__suaMllrta ei IHUSs SPECIAL CONNECTION/HANGER FOR 350.63# REACTION AT RIGHT END. ' REFER TO DRAWING AI50 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH = 01-1!-12, TYP. (o =ODD PANEL I NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. **IMPORTANT** LLARY D1Y16IBN of uPINF WARNING'"~'~~IfIF E%TIETE uaE BWl1 IqT BE TESPO161B1E F1M1 IN 741gLIMG, ERECTION ATd) ceYIATIp1 FPOM iN13 DEBIbN BP iNEBE aPEC]FICA110N6. fiN ANY BRACll4;. BEE NIB•61 Br TPI. sEE THIS DES16N C LARY FAILUIE 10 MgID THE ipRb IN CON•OPMAK:E MITN OSTBB BT TPI. FOP ADOIfIDNAL SPEC1Al PEMANEM BPACIN6 PE CLANY LOINELTgLS AIE MAC OF LNIGA 6ALY. BTEEI fEE11N6 ABTM ~IIPETENTb. UId.E55 O1IEMMISE ITOIGTEO. TOP t C,.n,i• or AIP1rN Addb BP B EBCEPT AS MO1E0. APPLr LONIECIOPB T6 EACN FACE OF l?GTID BNALL BE LAtEWLLY SPACED MITN PPOPEFI trp,nea•• P"eo•e,t. 1•c TW755 Y41 lPlE55 OINETMI6E LOCATED ON iHtb OE516N POSITION Lr ATTACNFD 0.rYppD SIEliN1W. BOTTOM LNDPO C0A11EC10P6 PEP ONAgMG6 71p. 180 C 1li0A-F. OEBI6N SiA1DAW6 MITN PPOPEPIY ATlAGtO IU67tl CE3LIM6 -- SEE 1801 5. Great $6O111MelL PMMy, ~Oq" M/APPLICABLE OPDY]BIONS Oi IBIS B TP[. AN ENGINEEP'b TEC,PIICAL WDA1E tT/11911 i0N 6M6~611'D Grantl Prefrll, 1x ~505f BE,y 6Y iNI6 tMMN[NG AwLIES TO 1NE CpNdENi DEPICTED rENE DRYMAII APPl3CATI0N. FIPIN33N A LOPY OF TNIS 121 d) 660-3940 IN OILY, YID $rW.L NOi BE PELTED WON IN FNY OTIEP MAY. fEBIPI 10 iIE TARS EPEC170M CONTPACIfBI. •--TPI • iPUbb PLATE [Nb17TUtE. 1415 • 169! w11fINA: DESIGN SPECIFICATION FOP MOOD CONSTPUCTION n v 3Y.nn TC LL 40.0 PSF REf TC DL 10.0 PSF DA's BC DL 5.0 PSF DRi 8C LL 0.0 PSF BY: TOT.LD. 55.0 PSF DUR.FAC. i .OO 0" c N V W N to N v m m 0 ra E 76537 O 2--14198 !0/05/94 8732 9427Bfi09 ME J /'I Job: (941029--ti0U5E ACCOUNT TIFFANY 8Y TF~ SEA 121 / FT22 9'6' SY42 TOP CHDRD 4x2 SP /2 N BOT CHDRD dx2 5P /2 N .: WEBS dx2 5P ~3 ' SPECIAL CDNNECTION/HANGER FDR 522.50 REACTION AT LEFT END. IRIS DM6. PREPARED FROM COMPUTER INPUT ILOAO5 6 UIMENSION51 SUFiMITTEO F1T TRU55 IffR REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH = 02-06-00, TYP. (o = 000 PANEL 1 m n NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. v IT CANNOT 8E USED UPSIDE DOWN. w - N .. 10 A N V 07 tlf r O ---2'6" 3' i i" ---~ i' 8' --~--3' i i' ---~ CSXgL~~)d C3Xd CiX4 CfXd C3X4 - 3X_4 Q Q C X4 9 6" C2 OVER 2 SUPPORTS R=522d' W=3" R=522 W=3"8 Seq: 16539 o T. TYP.- C ARY-V2 N R T P F -- Rev i7. m • 5 A E= 0. **IMPORTANT~W cuaY mYlsla' o< AL%NE WARNING"" `~°""~ ExTRENE EAR TC LL 40.0 P5F REF R732--14199 StMLL /qi ! AESPp161SE Fpfl IIEYIATION FRDN TNlS IIE9[GN oR f1ESE IIPECIFIUTI016. m ANr IN /WQI16. ERECTION AND NIACING. SEE NIB-91 In 7P7. SEE Tn75 DESIGN TC DL 10.0 PSF DATE 10/05/94 CLARY fAIIWE ip WILD Tf( Iti65 IN DOMFORNAMCE N1TN DST!! 8r TPI. FpR ADDITIONAL SPECIK PEAINUENT 9WDING RE srEF1 NEErING As,N aARr eaaacroRS ARE MAtE o< zOBA GALY UNLESS OINERNISE INOIWTED. TOP OUIRENENIS 8C DL 5.0 PSF DRW USR732 94278610 w Oi~utw et AIOnN tauno P~APKtA f I= . A46 ~ ! ESCEPr AE xpTm. APPLr CON1fCTd6 TO EACN FACE OP . CNp10 &AtLL SE LATERALLY NACED NITn PROPER TT N CMRD T BC LL O PSF BY; MEAD ~~ . N Hi ON 3801 S Drl IL S ER TgJfS AND IMLE.$ OTNENIISE LOCATED ON THIS OESI?L fDSIT70A cotAacioRG PEN ORAtl[TI63 l30. 150 C l60A-F, pESIQN STA/WIOS ' p MIMG. p LY AITACIED OLYYOpD 51EA NITn oROPENLT ATTACIED Rum CEILING -- SEF TOT . LD . 55 . 0 PSF . NY, A OU N S ~~ M/APRICASIE MOYISJOMS Oi NDS G TP1. AM EMGIAEER TECrg7LAt UPDATE f7/1/911 ION SUG6ESTE0 6rln0 Pr"Ir1l, Tx 75D51 y~y py TNIS ORAN[W APPLIES /0 7T( CONPOrENT DEPICTED NERE pRrMALI APPLICATION. FU1911SN A COPY OF TNIS pUR.FAC. 1 .00 (214) 660-3940 IN OLLY, ANO 9nAl.l MOT !E RElIE6 WON IN ANY O1Nfl1 MAY. DE514N 7D THE TRIGS ERECTION CONTRACIDR. '~ "--TP1 • IR165 PlA1E 11617 TOTE, NOS • 1997 NATIONLL DESI GN SPECIFICATION FOR N000 C9MSiRUC1]pN PA IN 2d • D C JDD: (941029--HOUSE ACCOUNT TIFFANY BY THE SEA 121 ! FT23 5'!1' TDP CHORD 4x2 SP i2 N BOT CHORD 4x2 SP i2 N WEBS 4x2 SP. i3.: -. '" ::. ~ - - NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. 42 THIS DWG. PREPARED FROM COMPUTER INPUT (LUAUS 6 U1NtN5E0N57 swnlneu CT fE8 } ._ 5PECIAL CONNECTION/HANGER FDR 325.427 REACTION AT RIGHT END. .. ~ REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. y c v . ~ - N ., ~ ~` CLEAR PANEL LENGTH = 01-09-00, TYP. (o = ODO -PANEL ~ _ "r• RN c w v W N 9s A N V N Q] r V XC X4 (4 4 4 " Q v 1,3„ C3X4 CSX4 " ~ CiX4 5'11° C3X4 C X4 OVER 2 SUPPORTS C2 A=325 W=3"8 R=325# W=3' 5eq: 76547 PLT. TYP.- CLARY-V2 N R T TP F - R v 7.2m SAE _ **IMPORTANT~* a"`" c7Y7s1EN fr ALPIfE WARNINGi'"'~s'~°°'"` EKREME "" TC LL 40.0 PSF REF RT32--!4200 SttAtt MET ~ REBPo161BLF i0q °~1AT10N i1°' rNls OEEIGN fn THESE sPEDIFIUnoNS. f7R wr IN wT10.1NG. ERECTION AND BRACING. SEE HIB-Bf BY TPI. ~E TXIS oES1GN TC OL 10.0 PSF DATE 10/05/94 CLARY fAAUIE TD BUIlO Tt( 7R~$B IN CPiIFNANCE NITN IK7BB BY TPI. S1EEL IEEi1fG ASTN ARY CVNELTORG ARE NAGE OF PBGA NLY C Fql A007TIOIW SPEL1Al PEMANENS BRACISPe RF UNLESS OitERMI1E ItBI]GTEO. too WIIIFA41T5 BC OL 5 • 0 PSF DRW USR732 9427861! A Bnlnee et nofM ttrene Pnp,tt" t IK . L AM6 6R B EItCEPi A6 IgTEO. APPLY CONNECTORS t0 EALN FACE 0< . CNgD ?MLi BE LATERALLY BRACED N1TN PROPER BOTI ITNIAC P CNWO BC LL 0 • p PSF BY: MEJ , p BDI 5 Gr I I PI S Tp,~ ~ UNLE56 OTMERNIBE LOGTFO ON 7X18 DESIPI POS(TIPY COATHCf045 PER pUY7MG5 118. l00 S f60A-F. IA316N S7YDAR01 ' , LY ATTACtEO PLYtMfOD fYE O N7TN PIpPERLY AiTAOLD RIBIO CE1lIMG -SEE TDT . LD . 55.0 PSF S . eat OUt MlS (NI. 6ren0 PPBIr3B, TX T505S B ~Op~ N/APPLICABLE PROY1610r6 O< MOS L TPI. AN EAGINEER SEIiL ON INIS pRANIW APPLIES TO THE CpppNENT OEPIC7E0 (ERE TECIWCAI yPOAIE O/i/BSl FOR iIK4ESTE0 ORYNNI APPIIpTIOt~ F1AMIIN A I:RPY °P THIS DUR.FAC. 1.00 X218) 6603980 iN plY, ANO 1NLLl ItlT R RELIEC UPON 1N ANY °f1EP NAT. .--TPI • TROSg PutE 1NSTIME. 105 • iB°f wT1nuL OESI OEB18N 10 THE TRUE ERECT IOM C011TRAC10R. SN BPEC)FICATION FDR HOOD CtPATTWCTION PA N 24.0 " ._.. ..... wwn... ...,.w~ .nnn,~uT TTC[lW DV TOP CHORD 4x2 SP /2 N BOT CHORD 4x2 SP 12 N WEBS 4x2 SP 13. 20'd' SYd2 + 2X6 f3 HEM-FIR DR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. THIS OM6. PREPARED FROM COMPUTER INPUT ILOAOS 6 OII~NSI[MIS) SUBNITTEU BY TRUSS MFR. SPECIAL CONNECTION/HANGER FDR 745.55E REACTION AT RIGHT END. REFER TD DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH = 02-06-00, TYP, (o = ODD PANEL ) TRUSSES TD BE SPACED AT 16.00" O.C. MAXIMUM. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE GOWN. ~Z,6P _ _ 4 W=C3X4 i_ CSX4 (R1 4 q X X4 4 X4 X4 X 4 4 1'4' -3- _... _.,. .. ... wv. av~ rw.l c dY 1;Cx4 R=746 W=3'B '~tT, TYP.- CLARY-Vi CLARY A OlvlF1A. PI gear BryV..,AP A.A.ru. v Isol 5. Greet SwtMesc PIIYy. Grerr6 Pretrte, TX 75051 1274 660-3W0 20'4" C2 4 OVER 2 SUPPORTS R=746# W=3" 1'd' ..L c n V N ~o s N V -. N Seq: 16543 N T TP F -- R v 17.2m ' SCAL = 7 0 K*IMPORTANT*'f a"'" Olrssla a AIPIAE WARNING`"~ES ef0t1l'~ E"'~'~ L~ TC LL 40 . ~ PSF REF R732--14201 BNALL NOT BE K6PDMBIB~E FDA OP AMY DEY7ATIOx FMOP IN16 DESIGN OR TlEBE BPECIFICATIp4 IN 14N0.IMG, EPELTION AND BMACIK.. SEE N[B-BS BY TPI. SEE TNIB DESIGN TC OL 1~ . Q PSF DATE 10/05/94 , FIIIUE TO BUTLD 1IE Te{RS IN COIiOMNYKE YITM DSiBB BY TPi. OGA 6LLV STEEI MEETING ASTN T AE A Di 0. FOP AODTSSONAL 9PEC1Al PENNANENI BiMCIMG NF 1pF l=LESS OTNEIiiISE INOIGTED aIIPEMENiS L BC DL rJ . O PSF DRW USR732 94278612 . CWIY LONEL 0 5 A M DE t ueB 6N 8 E%LEPt As MOIED. APRY toIBIEtTd+s TD EACH iACE a . . CitlW SI4LL BE UTERALIY MACEO MSTN oroPEP BDTTOF GIDND EATNINC OD BC LL ~ . ~ PSF BY: MEJ TMYSS AND u~ oTHEWtBF LOCATED ON TNIB trES[ON. FOSmDN NIIIfL10eS PEP p41MIM65 IJD, ISO B 160Ai. OESid, STYOAPDS ' D y . LY ATTACHED PLYN YI7N NgPOkY AttKYtO NIGID LEfLSNG -- SEE EBT TOT . LD . 55 • ~ PSF B Lvlsanl M/APPLIWLE FMOY7SI~15 aF NOS 6 TPI. AN EMGIIEEP BELL OII TNIB OMAY7W APPAIEB TD 1NE C7MFDIEMT DEPICTED MERE ED TEaY7cu uPwTE olvsD rrN+ BOG6 ONIYALL APPL1CAf10M FWNIBM A COPT K TNIS OUR. FAC . 1 .OO IM OMLT, YID lIIILI MOT BE MELIED UPON IN AMY OTIEe WY. ~-•TPI ` iWidS PLATE l16T (TIRE. NOG . 1991 NAnaLL trESl OFfIDN TO TIE IeUSS ENECiION Ld7TMCTOM. 6N aPECIFICAnoN FDN YDOD CO18tNUC,Ia. PA N 16.0 ~~ ~n 1„ Jab: {941029--HOUSE ACCOUNT TIFFANY BY THE SEA 121 / FT25 20'10' SY42 TDP CHORD 4x2 5P /2 N BOT CHORp 4x2 SP E2 N WEBS 4x2 SP E3 TRUSSES TO BE SPACED AT 16.00' O.C. MAXIMUM. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. THIS DMG. PREPARED FROM CDMPUTER INPUT ILOA05 C OIBffN5ION51 sthlldl ntu er IHU55 MFH REFER TO DRAWING AS50 FOR TYPICAL PLATE LOCATIONS. CLEAR PANEL LENGTH = 02-05-00, TYP. ( o = ODD PANEL + 2X6 /3 HEM-FIR OR BETTER CONTINUOUS $TRONGBACK. ATTACH TO EACH TRUSS WITH 3-SOd NAILS. STRONGBACK MATERIAL TO BE SUPPLIED 8Y ERECTION CONTRACTOR. ~---2 6' ---~ 9'7" i'8" 9'7N _I C4X4 CSX 1'4' -.1_ A=7641 W~3"B T TYP.- 7'4' ...E... 4 R=764 W=3"H 5eq: i6 _~_ ao7. ~7 ~m sce) F = C N D v N to N V 0) m M K~tIMPORTANT** rxwar 0[YIS19N of LLPIIE WARNINGf7p~~ ~°"I~ E:TaEI~ ""` TC LL 40.0 PSF REF R732--f4202 BNA11 NO7 !E IESP01/$fBIE FOP oP ANr DEYIAT1oN idM TMB DESIa oP TIEBE sPEetF1GTfONS IN HANDLING. ENECTION ANO BPAC]NG. BEE NIB-91 BY TP1. SEE TNIS DESIGN TC DL lO.O PSF GATE i0J05J94 CLARY , FA7l1YAE TO N17L0 TNF 1'P1155 IN CONFOAIANCE MITN 95TB8 BY TPl. I M OF A Y MEETING ASTM A9 o STEE Ni FOP ADDITIONAL SFECILL PEAIAMENT !ARCING PE IMLF55 OTI~wI$ INOICdrEU loo OuI9E7ENTS BC DL 5.0 PSF DRW USR732 94278613 o,.,F,PF P. aP,NF IP P~'WYLIA F i D S . L cuPY CONNEC F ~aE t w G L AAdS GP B E3CEP1 AB NOTED, APPLT tpYECT0IYG TO EACH iACE a . CHORD 8wll BE IATEPALLY BNACED MITN PROPEP M T BC LL O.O PSF BY: MEJ I,PtMw , M t P G TRNSS AAD UNLESS OTMEIWIBE LOCATED ON TNIS DESIGN, POSITION COMRC1pR PEP ORANINBS 130. !50 C 160A-f. OES[SN BTANDAR(t5 ' ipN C DW LY ATTACHED PlTYOOO 6EAINING. BO MITN PROPERLY ATTALMED RI610 CEILING ^ SEE TOT . L0. 55.0 PSF 1801 S. reat $OUt11NlB kwy, ~OqN M/APPLECA8I.E PRWIBI076 aF NDB t TPI. AN ENGIIfEN 6 TECNMICAL UPOA7F 17/,/971 FOP iUG6ESTEO 00 1 Grano Pratrte, TX 75115t pELL ~ 7N15 ORAIIIMG APPLIES 10 TI[ CONP~ENi OEPICiED 7ERE DPTMALL APPLICATION. FUAtISN A COPY QF iM15 . DUR. FAC. 121 d) 6G0-39d0 IM OIA,Y, ANO SMALL 7q1 BE AT1lE0 UPON IN AMY Di1EP MAY. OESIBN TO iME TARS ERECTION LONTQACIOP. i 6 D '~ ~--TPI - tPU55 PLATF INBi3TUTE. NOB • 7995 callow. DE51 6N SPECIFSG710N FOP N00^. CONSTRUCTfON . SPA N r .joD: (941029--HOUSE ACCOUNT TIFFANY Br TFff SEA f21 / FG3 20'B' GY42 GIRDER TOP CHORD 4x2 5P f2 N BOT CHORp 4x2 5P f2 N WEBS 4x2"5P i3: 1INNLOADING ON TH15 TRUSS CALCULATED BY TRU5S FABRICATORNIIN LOAD CONTINUOUS LOA05 LOAD CONC. LOA05 CASE SIDE L-PLF R-PLF START ENO CASE SIDE MAG X-LOC 0 T 100.0 100.0 0.0 20.7 0 T 394 99.0 D B 9D.D 9D.D D.D 20.7 bSPECIAt CONNECTION OR HANGER REO'0 FOR CONCENTRATED LOAD(S). f v' THIS UNG. PREPARED FROM COMPUTER INPUT ILOAUS s UIMtN5tuN51 s1 REFER TO DRAWING AS50 FOR TYPICAL PLATE LOCATION5. CLEAR PANEL LENGTH = 02-00-00, TYP. ( o = 000 PANEL ) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. nT inusy nrtl ~~~ ..,. C N v N fo ` A N V ., ~ rn d 14. 20'8` - ~ -- OVER 2 SUPPDRTS R=9320; W=3"8 R=1347# W=3"B aLT. TYP.- ARY-V2 N R T TP F - - Rev 97.2m ' IMPDRTANT** cLAnr DIYIS[ON °` kP71E WARNING""ss~ NEOUIRE E%TtIENE CANE TC LL 40.0 PSF RE ~~ BNALL Npt BE NESPOUiI6E fIXl oEYIATIDN FND11 TMS pEBIGN DN TNEBE BPECIFjLATIONS DN ANr IN HANp;.ING. ETECT]ON AND BNACING. GEE NIB-91 BY TPl. SEE TNIS pESICN TC DL ~ D . 0 PSF DA CL ARY fA1LUNE TD BUILp if( iNU55 IN CpFVaIANCE Y1TN OSTBB BY TPI. ETING ASTN • [ fpP ADDITIONAL SPECIk PEIMAAFNT BNACING NE TpP ESS OnFW1GE 1l01LATE0 OUINENENIS UK BC DL 5 • 0 PSF DR i A p,r,.,w ar AIP,ne • °' 0 BD61 6kY. STEEI F C{,ANY CONNECTONS ANE MADE O< 4Aa6 6N B ESCEPT AS MOTEO. AP'Pl.r CpaECitWG TO EACH fACE Of . . . CNOAD B14LL BE lA7ENALly BRACED YITN PRDPEN D BC LL O . O PSF BY Ery'""N w 0 11'• Inc TNUSS YID UNLESS OtNBNNiff LpCATEO ON TN35 OESIG. POSitiON coNNELtpNS PEN pNAY[Y0s 130. 1BO t 1B0A-f. pESta BtANwNOG Lr AtTACNED PLrwOpD SNEAtNING. BOTtON CNpN YIiN PNOPENLY Af1AtIF0 N1GID CElL1NG - GEE TDT. LD. 55.0 PSF 180f 5. Great SOYLDNtBL PkYy, Grano Vralrft. T% 75051 ~pNM Y/APPL3(:ABIE PNOYISIONS Of YDG t TPI. AN EILIIEEN'B BEk pN t„IS pNAYING APPtiI~ TO iNE COIPpFNi pEVICTED NENE TECnltcu UPpAtE WHIR]] f0R wtaEGTeo (WTMALL APPLICA170N, fpNNIGN A LOPY OF 1NI$ OUR. FAC. 1 .OO (2741 660-3940 IN par. ANp &fAll YOi BE NFi1ED UPON [N ANY OTIFQ YAr "-'TPI ~ iNU55 PLATE INStfTUTE, AA7S 7991 NA120Nk DESI OFSIBN tO tIF TRAS ENECTION CdIiRACrOP. GN SPECIFICATION FpR MOOp CDNGTNUC170N .~t PA IN 24 . D " 16557 = 0.37 2--!4203 90/05/94 8732 942IB61d MEJ . ~4~ ~--2' -~ C2X6 C5X6 C9X4 (R) ~~~~ Job: 0 / f61 8'x'8 SY42 GIRDER THIS DNS. PREPARED Fi~M COMPUTER INPUT !LOADS C DIMENSIONS) SUBMITTED BY TRUSS IfR. TOP CHORD 4x2 SP /2 N BOT CHORD 4x2 SP ~2 Dense WEBS 4x2 SP 13 NIIALOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORNNN LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLf R-PLF START ENO CASE SIDE NAG %-LOC 0 i 437.0 437.0 0.0 5.0 0 T 709 8.3 0 B l0.0 10.0 0.0 8.4 0 T 225.5 225.5 5.0 8.4 ESPECIAL CONNECTION OR HANGER REO'D FOR CONCENTRATES LOAOIS). SvvPECIAI CONNECTION/HANGER FOR 953.0!/ REACTION AT LEFT END. v C~4 8 4"8 OVER 2 SUPPORTS R=9,5~! W=3' R=3340~F W~3'8 +~*WARNINGN3t AN UPLIFT REACTION OF -44lA OCCURED ON A X NDN-HIND LDAD,CASE: SPECIAL CONNECTION OR HANGER IS REQUIRED. ~ REFER TO DRAWING Al50 FOR TYPICAL PLATE LOCATIONS. v! a V NOTE: THIS TRUSS MUST BE INSTALLED AS SHONN. ~ IT CANNOT BE USED UPSIDE DOWN. . . N CONTRACTOR5 WAFOJING: - tD THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPDRT ADDITIONAL LOA05 ~ AT SPECIfIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING N INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. ~ m m u- v PCT. TYP,- CLARY-V2 DESIGN CRIT TPI A~~wf mr IS~~ **IMPORTANT** ~T ~1~5gE5 WARNIN V ~~ MGi~ ~CTI ~ p I ~ E tIX X WJOI.I I BE'rIATION fPOM THIS 17ES16N OR T1ESE SPECIf1GTI0N5. DR ANY BRACING. SFE XIB-Sf BY TPI. SEE TM[S RESIGN f/l~y ' CL All I fA1WE TO BY1LD 7NE TiMSS IN LpFBpMILE MITX p51BB BY TPI. iBN AmTTIRML SPECIAL PEAMAIEM &4tfli FE fI.ARY CBMECTBNS AIE MADE flF 206A SALY. STEEL fEET1N6 ASTM OOfMDENT5. IIN.E55 OTNEIMTSE IIUICATEp, TOP A Otrlsfs~ et Alvtlie AMS BNB kMCEPT AS iMfl13). APPLY COtH:CTORS TO EICN fALf Of CNBRD SWILL K L1IERALLY BRACED MITX PRODER Warty 1PC TnRS yp 1MlE$ OTNEggSE LOU.TFD oN T1f15 l6.SISN. PDSTTtaN LY IttAPED oLrNOao S~E~tHiNS, BOTTOM GgNB CpMECTORS PER ORAM11M:6 130, 1S0 S 150A~. BESIW STAIWIpS MfTN PROPERLY ATTACIEO RI5I0 LEILSNG - SEF 5601 S. 6nBt SoutMtt FKry. CpFORN MlAPPLSLABLE PRDYISIONS D< NOS C TPI. AN ENGINEER'S 1EL1PfIGlI WytE lilflSll fpfl S1BIE5TEO SrMnO Pf~lf 14 it; 7SDS1 gMl BN TNIS OWRING AP0.1E5 i0 TAE Cdp011ENT ~PIC1ID IEK dR'Mµ1 APPLIGTION. iUNISN A COPY OF TXtS 1210 660•?MNO IN qLY, AW SNALI NBT BE RFLIm IPgN IN ANr OTNER NAY. OESIW TO TI[ YNFS ERECTION Cd1iMCTOR, r-»] • TRAMS PLATE INSTITUTE. b5 • 1W1 MlT20YAL OESIEN SPELIf[UTIBN fyl N000 GON5Tp1LTI0N -/- na TC LL TC OL BC DL BC LL _ TOT.LD. DUR.FAC. sPacING l7.2m 40.0 PSF ~I 10.0 PSF DA' 5.0 PSF oRi 0.0 PSF 8Y: 55.0 PSF 1.00 E IA085000 ~2--14204 !0/05/94 u 54z~~s MEJ Nt T f --2'2'!0 ---~-° 5'5' f4 -----~ FG5 ANY 4x2 SP #2 N . TOP CNORD 4x2 Sp #3 BO WEBS 4x2 S FABRICATORWW~ CALCULATED BY TRUSS xxxLOpDING ON THIS TRUSS CDNTI~DUS LDR PLF START 6~ CA5o SIDE L-PLF 210.6 0.0 6'4 2l2.5 pT LEFT END. 0 B 10.0 109.22# REACTION SPECIAL CONNECTION/HANGER FOR a ~~ 6w h~2' 10"B ~Z, ip B r~1(4 4 ~ OIlkNSI0N51 SUBMITTED o, Fa°M CO~UTEp i~ ~o~ pCTIDN Ai RIGHT ENO• THIS OWS. ppEPANEfl 709.22# ~ CONNECTION/HANGER FOR p~,pTE LOCATIONS. SPECIAL p15O FOR TYPICAL =µODDVPANEL 1 REFER TO DRAWING 06_00, TYP. ~ ~ PANEL LE~s 02- SHOW CLEAR T MUST BE INSTALLED AS N. NOTE: ISICANNOTSBE USED UPSIDE OOWN.:_.._. v I ~- .~- X4 1 4 1Xa __ 6,a.8 C2 2 SUPPORTS A=709 WS3' C X4 OVER A=709 W=3w ~~~~~ wssES ~crtow P o< LLotwE WAANrN~'tw ,~~w. ~ Twts oESt~ 9pACIwa ARY_v a~nr owtstaa ~t~. EEE ~e-9t eT tµE TYP . - * ZMPOAT ANT *W s~ wot s TTA~ socc wrEn. •~ W oa TIESE ~tvtcc tee Br mt. roa coot s e,~""~ IMit,n aa~Ea ~t ffAw MIS pESIGN paw-wCE w1TM ~ ttw6 ABtw ~I~~py,EE BE Jt~Atw~l~~ttOw C~ iEAUIE TO BLL;~ ~ ~ pT 206Fs~ ttl E1tN~s t0~w ET7C~ P1}pIQ~~p aI6tD GEtlt~ ~ ~ f~u~ CLARY "~ ~,., ,NtS ~~ Eat cs wotr~ ~T~ ~ ,Nts oEStc" wttN °aoaEa` we s Taw` nvoc,E ~t/N A ~crc~°'w'w ~ tsu. sw c tsnc.r. pEStBw srwo-aos E o{ru{V~~~;;KI« TpISS ~ ~ ~q p T91. AM EWI~rEaE oa,wut ~~G1~ EaECtIOM~ tl p+t~r- ~~~~ PwwY. ppFOaM wIEPM1tG ~ ~ ~~m ~E t~wtaDEiEa~wW ~ ~~ ~~LIftG~lldi FIP wppp __. c Ere/L SWLt,+~xntF{ fEU Ow TNtf O'Mwl woT ~ pELiE~ ~ ~ f99t tytlONw- - TC LL 40 , Q PSF Atr O PSF DAT TC OL i0 ~ PSF DR4 BC DL ~ a P5F BY: BC LL ~ PSF TOT.lO• 1,00 DUR.FAC. - _ c N 9 v W N s N ,a m m v m iE CITE OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address Application type description Property Zoning . Application valuation . ---------------------------- Application desc REPACE GARAGRE DOOR ---------------------------- Owner 08-00001460 Date 11/20/08 2221 ALICIA LN RESIDENTIAL ADDITION/ALTERATION TO BE UPDATED 1900 -------------------------------------- -------------------------------------- Contractor ------------------------ ------------------------ BRADY OWNER 2221 ALICIA LANE ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 40.00 Plan Check Fee 20.00 Issue Date Valuation 1900 Expiration Date 5/19/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 20.0.5 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 40.00 40.00 .00 .00 20.00 20.00 .00 .00 60.00 60.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 09/li~^'2008 13:47 FAX 904 475 9682 Competition Door ~,.. f as ~~ _~ - CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD, ATLANTIC.BEACH, FL 32233 OFFICE: (904)2a7-6829 • FAX NO.:(904)217-6846 9 U I LD I N G• D EPT®COAB. U 9 BUILDING PERMIT 4PPLICATION I~ooo2/0003 ~~~. . DUVAL COUNTY ~G~C ~ / / ~ / G%- Atlantic Beach, FL 32233 ' ` ~ ~ " D~ ^ NEW BUILDING ^ DEMOLITION ^ RESIDENTIAL LOT BLOCK SUB DIVISION ^ ADDITION ^ CONVERTING USE ~d R IA ^ ALTERATION ^ ACC~350RY aLDO. p '' ll ^ REPAIR ^ POOL /SPA ^ YE9 ^, N/A c G lt"ta~' "C, ~J<~ a ~" ^ MOVE ^ OTH R ^ Np { 9.~NAM$9 h - 1S.COMPANYNAME: ;i.1f'J?~'{~ Ar'd1~NA.~~ts ~. ~ C .}. ` • .c ~ Jl. ~} ~.I 5 l / P I~ r'`e~.- y' NAME: 9~f~6`~NSEE:NA(JI 16 . ~~; ~ 76:~ADC7R~S9" ~ " 17. STATE OF FLORIDA LICENSE NO.: '2~~3Tl~TE QF QLD(iIDA~a;IGEN,SE NQ_ /~ / h [ ~ te. ADDRESS: Sp +W ~ ' ~ ~ . r.}- 1 - t'I QpFI(~~F~FtDN~ ' • ~ 12, FAX NO ~ 18.~OFFICE PHONE: '~ ~' ' 20. FAX NO.: ~ ~ 2r~OPFICE PHONE. _ 28rPAX ryp - ,: " +~ Yr ~y3)eF~ t~, RkIONG ~<~ 2t. CHLL RHONE: f29:'~CELL PHONE, ~~ MAIL ADD E$5: ~~"' - 22. EMAILADDRESS: -~0;'EMA~L<ADdRE~9'< ~c , _: . .:~J .~ ~ 7~ ~: - ~ ,. 33. NAME: -1y M~ _ ~;; iA~Gitt:~,,5, ` ' ~ nti~~ i?~ 34. ADDRESS: 30.:ApQR~+°e~; Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void If work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (8) months at any time otter work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbin , SI ns, Wells, Pools, Furnaoes, t3ollers, Heaters, Tanks, AlrConditfonera etc. OWNER'S AFFIDAVIT - I certify that all the Foregoing Information is accurate and that ell work wlll• be done In compliance with all applicable laws r®gulating construction and zoning. I will not occupy or uae the referenced building or any pelt therof, until aU inspections are finaled and prior to obtaining a certificate.of occupancy or completion issued by the building offlclal, e§ required by law. >t~r WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO MMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOU R PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION: IF YOU FNTEND TO OBTA IN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOR DING YOUR NOTICE OF COMMENCEMENT. ned: - •- Qate: I 2 3 Si Sign ate: ~~ 1 ~~ g Before me th s ~ day of i Iha co my of Before m is day of {~V ~ , 200~the county of n++vel~ State of fr(eri~e has personalty appeared . Quvel, of Flori ,has personally appeared ~Q:Y~2y NC herin by himself 1 herself end efrirrns that ell stet ante end declarations ero herin by him~rset~frirma that ell statements and declarations are True and accurate. t Notary Public at Large, State of -~~ ~, County of true end accurele. _ / Notary Public at Large, State of ~ _.. ,County of ~ LI d~l~ Pareonally Known ' ^ Pers tly Known ' c f P ~ ~ " '~ Produced Iden ee odueed Identifieatl _<,a~fotarySignetur • NotarySipnatur ar /II~- -.` `~.~*,~,,,~ REVIEWED FOR CODE COMPI~IANC ~y P~ - stt~ of Fioriaa /`,~ "~~ My Comm. ExpirK Jun 11, 2012 ., a.. CITY OF ATLANTIC BEACH conuniulot, ~ oti ~seeso ~" "~ SEE PERMITS FOk ADDITIONAL c F ~~ IsE ±~ ~s o~ ~Q~~~N.I,S AND CONDITIONS. '"'~,,,,~~~ ~ ~,~ REVIEWED BY: DATE: ~ D 09/?.x/2008 13:48 FAX 904 475 9682 Competition Door l~ 0003/0003 CITY OF ATLANTIC BEACH . '}~ Q~yVNER / B~i.TILDER AFFYDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER / BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER.OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE AONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAV& BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION I3 COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WI~IICH I3 1N VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON A5 YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUII.DING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE. THAT PEOPI;E FMPLOYED BY YOU HAVE I ICENSES RIrOUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING QRDINANCES, . 11. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY-HIRE, THE BUILDING .DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. 111. IRS WITHHOLDING; OWNERS HIRING~VIrORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228{1). AN "OCCUPATIONAL LICENSE° IS NOT ADEQUATE, THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA: "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247-5828) IF IN DOUBT. V. ACKNOWLEDGEMENT; THEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE .ISSUANCE OF AN OWNER-BUILDER PERMIT. t~ ~. ~2 / ,~ ~i ~~. r ~ ~- L ~jl, VU2 ADDRESS Notary Public at large, 6tete of ~t.~ ,County of C.~ 0 Personally Known ~Produr~d Identification - Notary Signatu COAB FORNt BID007; RIVISE~: 8/] 4/2007 11~ 'U Belora me this ~~ay of C V ~l Ihs county of ~Q,n,I,e~ [~eival, state of Flleer~fdddd;; as personally appomrad Morin by self / hsrseti end affirms that all statements grid dec(eraliona are true and atxurale. 9 ~ - ~ ~C~ - ~,3~f 2-- PtiON NUMBER ~- a3 ~a~ DATE ~ , ~ 1 ~ 1 N ryA ~ 1 ~ ~ I I I .~ 'S ~s 1 p ~e ~ ~~ p ~. ~ ~~~ Via. 9 r+ gg Ci h n y.a . g ~ F ~~ ~ ~ ~ y ~ i ~~ ~ a• ~.~ , spa ~~~ ~~ ~~ ~~~• P ~~ ~ .- W 1 ~ q~ g R > a '" ~~~~ ~ ~ ~ s ~ 1.~ ~ ~ 1 R a x 4 ~ n 1 : ~ ~~~ ~~~ L 3s ~ ~ Nn ~' M~ n !r fir. rr~rsd•^ ~.~ ~ i a ~~~~~> u~i~ a ~ $ ' ~- "''p~ '~~ Y~7f~35dh 777fff ~LP~ 1 ~ . .~j r~l ', N ' b g % E € ~ ~ ~ ~Ty L ~+ N ~ ~ ~~ ~ ., H ~~ ;P4 s. ~. m+ b9b w~{ ~ s ~! b r ^' ~ ~a ~ ~ ~~ ~ ~~ ~ ~ ~ o ~ ~ ~ ~ ~~~~~ ~~~ ~~~~ ~~ ~~s~ * . ~a ~~ r ~, ~ ~ . ~ a ~ ~ _ ~ - ~„ ~ _ .. Tj1.n1T1:,j~~ City of Atlantic Beach ~s ~ Building Department =~ `~ 800 Seminole Road ~~ Atlantic Beach, Florida 32233-5445 r`' Phone (904) 247-5826 Fax (904) 247-5845 ~~js1~%' E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assighnepd~ by the B~ufild/ing Department.) UO ~- ~7 (0 O Date routed: ~ ~ APPLICATION REVIEW AND TRACKING FORM Property Address: 2~2 ~ ~2 %~~'a. LkiV~ Applicant: d ~~~,Z ment review required Y s o Buildin arming &,Zoning Public Work$ Pu.blic;Utilities .., _.,.:., ., .., . Public Safety Fire Services ~Pro~ect:. ~ ~ ..~a. o ,~.. _~ , . _. Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI~.,arTION STATUS Reviewing Department First Review: Approved. ^Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING PUBLIC WORKS Reviewed by: Date: /d PUBLIC UTILITIES Second Review: ^Approved as revised. ^Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ^Approved as revised. ^Denied. Comments: Reviewed by: Date: ij Tauss. INS . TaUE 10411 ALTA ~RI~LORIDA 32226 90414757"7504 v ;v 2~. r 1 p•jWANG RES. ~flB~ gg1029 P.B• LOS: SOT # 12 TIFFANY UESI~~ER• MEN _~~._---~~"~ ae' --•x`11 A 7 ~ ---~ 1 ~- + n' ~" v tD 1 -'' ~ 3~ waNO RCS' N N 2~• r` 1_M 5 m~ N ,...~"~ ~ r~~ 11 auE TAUSS INS 1 ALTA DRI~EQajpA 3222 JACKS~757 ~ Oo L tgpal p8. ga102g P•B•p./ Y tIFFAN LOS; x,01 X12 OESI~NEA• µ~J ~~ ,~ _,a'8 l J 2 B" r AUE TAUSS, INS . T RIVE 82226 10499 pVIL 5p0 LEaI~A ,A6KS0757 7 (9441 WANE RES~ Of ,JO~~ E4I029 P ~ ~FpNY L4C: ~0T #iZ ~ O~S~~~ER. ME~ 1e' '~ 4r .'l' ~ 6, T v ,~ $„ ~--~"~ ,4„ ~...~ 1~ ~' _~ f` 1 auE TA~ss INS AST A DRIpA Sp411 ORif 32226 JAOp}D75~ ~ p9 19 ~4. N N 2 8• __ ~ '6N ~,~~ ~ 1 ~~~,1~„ 3~~ 2g P B D 'WANG RES~ ~~~, g41G 71FF ANY Y X12 L~C~ ~a DESXGN~'a~ MEN e „ T.. T Q ,; ~' N 2~' r 1. 37, • 841029 P.B.D./WANG RES. jNC • ~~8 T IFF pNY L~~' 40T X12 uL0AI0A 32226 aE~I~N~.R: MEJ p r n p N r z rn ~ POINT OF t REVERSE CURVATURE I~ I ~ Al ~ 10' x 175' .I.EA. iR~ANS~FORMER I _ _ _1, _ ~ ra,4~5foantea vao FOUND I/2" I - I IRON PIPE 13, , i LB~-3672 _ 4b' ~ ~ Sa lq --r- ZF~' ~I lA¢G 1 \' ~ J y'u! ~, ~ I FOUND V2" rn ~ IRON PIPE ~. LBK36~2 ~„ P.G. Z 61 ~ 24,co I 0~ II v~ I tt ``o ~~ ~ ~Nrai I N ~NI I ~" ~w° II N I~ ,. ,~ I ' -w POINT OF CURVATURE I ZY~ N0. i i .~ i n. _.,...~.. L V I l N. Sa °44`6',20 ~~ ~ a 90'~ , ~ J ,.,,~ 550 Q GdN~RETE ~ 13L.OG K ~ FOUNL''ATiON ..~ '~ 2Z o M~ ~ ~b d' a ~ 9 0.96' ~,l 5 . 811 o T~ I (~4.0) ~ col (r 2~~ I I p~0 {`~ LOT~~l~ ~ ~=r A ~ ~ Z 13 FouND Ire" IRON I 153.85' ~~~ PIPES LB~+3672 t~'~' 1 COASTAL C.oNSTRUGTION SETBACK ~ LINE AS PER MAP BOOK "B", PG. 24 70P pG Ou,vE ,~ fo.3 ~lI I ti~ x o a c2iz ~,~ `~ `h. LOT 12 ~ ~ Z ~ COASTAL CONSTRUCTION CONTROL ~ ~ . ~ LINE (AS PER PLAT) N N~ ~ ?~ I ~~ \5EE NOTE IV0.31 I _ ,~,,. , +'.~N N4.3 ~1~ ~I `h~5. 08°32'55" E. o a .w ~3~~~~nl `tio~ ~~~~ I 51.b5 ~~.?n 0` S~ FOUND I/2" IRON 0 p J IPE LBa3672 N N ` 147.85' LE6~ND G.B. =CHORD BEARING G.D, =CHORD DISTANCE P.G. =POINT OF CURVATURE :238.81' ER0510N GONTROL-- LINE (SEE NOTE N03) (AS PER PLAT) RE~/SEO:~4-7.95 ; TOpp4KAPN~G BE~s ,QEG2Rr/F/E p; //. y n KEv/SED: /d-/Q-94 ~' BUILDING AND ZONING INSPECTION DIVISION ~; CITY OF ATLANTIC BEACH ATLANTIC M~ACN. FLOQIDA >tit~i APPLICATION FOR MECHANICAL PERMIT CA~Ir•fN NuMt3ER IMPORTANT -- Applicant to complete all items in sections I, 11, III, and IV. 1. LOCATION WILLING Snee- Address: ~- 2 2 L n '(,,, (~J ,, } lebrses:tiny Streets: /etw•en 5~ i tJ0 /Q-- !~ . And ~6-- rte-. Sub•divisien t ~ ~'~ S~~ II. IDENTIFICATION - To be completed by ell applicants , fn consideration of permit given for doing the wor! es described in the above statement we hereby agree to perform said work in •ccord•nc• with the •tteclt-d plans and specifications which are a part hanof and in aetordsnce with the City of Jaclsonvilie ordinances end standards of good practice tided therein. Neese of Meehenied GnbaeMr Ihin/) ~~..~ ~f ~, 1 ~F t S ~~' r1 (..~ COntr.Ners Meshr Nerve ei Mre-tp Owner P8~ ~~ sirature of Owner ar Artheriaed Agant Signature of Arehitee/ e- Engieear 111. GENERAL INFORMATION A• Typ. ai heaKry Iuet: (] ~}~ O ~., - o~ o N.hrni o c.ltt~.l uNlilr O o~ O otlr.. - so.cify 8• is oTNStt t~ottsTtwcYtott sctwo ow ~ TNIf W Ik.01Na OR :ITti 1 ~~ tft rte, otvfl uuMriue or eottsT~ueTtoN C tastttrtfT 93 tf' fl Iv. ~iwtcA~ putnswT rf~ rE INtTALLb (-Iwire oerlNlat+ Fitt of tenspssMnb or- Md a tAi~ ~enl-) Q• N~~t ^ Spec (~ Rttst~«I O f.Mtwl O f+lw- Q Aia Condrtienfng: O Rrsens Q Lerstal O Duel ~~: Matwi.s 1Aesirnwe upar;itr sdxL O Rdr+ge~tion Q t:ooiing ttrwr: Gpacitr 1#~ di N i d I NA os wauc ~" tdsntlai or D Comm~ciai '~~' ~ ~~r+0 O Existing Bulldinp O npfaanNnt of axtainp trlltMn New instritatlon (No ByttMn prwloudtr MlstalNO- O Ext~nltion or ndd~on to ~ftbtkq ttystotn O att« - ep.cify unr a.. rer a lu (~ Nh sprinllers: Q HwNer ^ Manlih ^ beetater...._...,..~.~(rtwrl~.-I O fiaetin. pr (lwlsli«1 Q Ta1kILr_ (rwrnber} TfMK ~/YCt 110E OfffflCi IIM OMIY IB...M/1 . Rwlsnb ~~ st.nt•i..ra.. f ~~(} Q Urr4`u+ad pt~atura wttw O t~ ~ otbr ~ ~~ r.t~+it s-__._._. _.__.__._ LIST ALL EQUIPMENT AIR CONWTIONWG AND REFRIGERATION LQUIlMEIVT Ifutbtste Volt„ D~rd~istk4 Rudd IW~1.at I4fu[rebrea! CiPr~) ~~~ IEAT'QVG • FURNACES, BOILERS, FIRElLACFa Nt~.Dat Valta btreslptlels lLMr lrgeltwit Yvwh~nt t~'V) ~~~ TAN><S _ stwt- sear t,~atal~ xRta~t~iare Na A~~ 2D Ip ~ E' CITY OF ATLANTIC BEACH, FLORIDA ~~~~ Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: > 19 l~ IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ADDITION ( 1 TRAILE[R~ ( 1 TEMP. ( 1 SIGNS ( ) SO. FT. SERVICE: NEW F~ - INC'`REASE ( 1 REPAIR ( 1 ' FEE CANDUCTOR S12E ~ r %(% /~~ AMPS JO~ COPPER ( ) ALUM. (v') SWITCH OR BREAKER -3D AMPS l PH W a~A/OLT ~~ RACEWAY EXIST. SERV, SIZE AMPS PH W VOLT RACEWAY FEEDERS ~ NO. ^ ~ SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS'- CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPB. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. RIXED o.foo AMP S. OVER wPP~tANCES BELL TRANS F: AIR ~ CONDITIONING H.P. RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEIL HEAT: KW-HEAT MOTORS 0.1 H.P. VOLTAGE PHS NO. OVER 1 H.P. VOLTAGE PHS MISCELLANEO US TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH.SIGN FORWARDED S TOTAL FEES NAME. ~~ V ~~ • ADDRESS:.. ~~' n~/~/'ca man P RFD` BOX BLDG. SIZE BETWEEN: , ~ ~~- l ~~ P ~f'/•f RES. (VI APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW {/! OLD ( 1 REW. MOTORS H.P. VOLTAGE PHS NO. H.P. VOLTAGE PHS S ,. a ~ J ',M~~j,., , I~ .• ,. .... .. ~ .. , .. SIGNS " .,.. , ._ , NO. NEON TRANSF. EACH SIGN • • . ~:: NO. • VA. MA. MOTOR SIZE SWITCH FLASHER --- _.__ -- • INCANDESCENT •LAMPS TIME SWITCH LUORESCENT LAMPS ~ DISCONNECT NUMBER SIGNS RECONNECT NUMBER SIGNS .MISCELLANEOUS WELDERS: ; ;J :, , c ~.., . ~'-••TRANSFORMER TYPE NO. ~ PRL AMPS PHS NO. PRI. . AMPS PHS '•MG MOTOR NO. ~ H.P. VOLT PHS AMP GENERATOR ~ ti' ~'= '~ ~ NO. K.W. VOLT AMPS .._ . _.., TRANSFORMERS: UNDER 600 V. OVER E00 V, • ~ ~ NO. KVA NO. KVA FE ORWARD UTILITIES:. .CITY ( 1 ' ''~ ` ~ ~ ~• ` ` ~ ' REA ( F FLA. LIGHT & POWER ( 1 CLAY COOP. ( OKEFENOKEE ( 1 OTHER 1 WORK BEING DONE FOR "'~ ADDRESS OWNER AGENT • GENERAL CONTRACTOR - I ~~•. r~:.... ,, r ~~ ~ ~ fi ) ~; { ,_ • } ' 1', . a ~G''-- s ;'a ~ •f 1 y ' ~1 k~` x.,s. i ~ ~ ti...A'b y .4 ~y; Fir "~ _. r ..+j•,rh ~ X6:.4,.: . •f' ~ .. .- TABYppARED NKKY/NRTggURNNNTD: QQ ~~tK50M~~Cl~M.~~R~~~02 N.A. E3 tjOTICF OF COMMENCF.INIEIyT Buildiu,~ Permit No. Tu Folio No. ____.~ STATE OP FLORIDA Book 7943 PQ 1841 7943 1841 f 94150812 RatoMN T COittT ~ ~ FL COUNTY OF o u v A ~ ~ ~ !~ ~ t~~ THE tJNDERSIONED bac+eby =!vq notice that itnpmvemenu wii! be made to certain raJ property, aad is aocotdanoa with Qtaptet 7l3~ F10!'!'dL~'~ .the foUowinS lofonwtiott it provWed in thb Notice of C.om~deneemeat. 1. Dacriptioa of Property: ~gY PA„ESI94AAN009CI1HEOFETFtE CURRENT UBLICARE~RDS OFRDUYAQECOUNTY~AFLORtOA. (Ma ~ ~ p~aargr. W rbMt N41fM ff avaii~Wt) 2. Oeaetd Daaiptimt of Jmproveaamta: S t np 1 e Faat 1 y Owe 111 n9 3. OMrner Lt6oimatioa: a. NaaasmdAddreu: JAMES Y WAVG and MARIE WANG 162 OCEANWALK ORI4E S0, ATLANTIC BCM, FL 32233 b. IateeeN 6a property: c. Nanr and addceu of fea tlmpk titieholder (if other thaw owner): 4. Contractor: PBD. Inc. cr•a,r• •~"~) 8S Nicola T.aas Atlantic Bch. FL 92233 S. Surety: , a. Name aad addreaa: b. Arnatnt of hoed i 6. a. Name andAddreu: ~O~~iTiI~0~51f~~SS~R~~TO~JACKSONYIIt.E. Fl 32202 b. I3edRpN,N Comaet: F I O N A b U R 81 N T. Peraata wisitiD the State of Florida dedptatad by Owner apoa whom ootica or other documetw may be aerred as Provided by Section 713.13(iKa) T., E111E tamp W ~w of ~ ^ 6 ~I~C~ ~~ -i L 0-R~7~. - ~ if : A- y M a B J~,,,_R 6 ~,N - ~ receive a Dopy of the Uetwr'a Notke at provided in Suction 713.13(ixb). Pj1{da Statute: 9. Expirattoa date of Notice o! Commenoeatant (the expiration date V Doe (1) Year from the date of reoordioS uaiest a date b aped ). Other explratba date: d al Oar , a~ STATE OR COUNTY OF y~ .a A~~ ~a nwdas ~l ~~E ~~~ ~ ~~B A NiS~JCR'0"'~TiTT !'E"-'? ` 19 9 4 br at~ideatlticardoa, k~ 10 taM or wAo Oavs prodMUd . :z .. ,~, . 11 ~i !~ / lf.. t~'tw t~ ' ~~/ 11 _i l t • N~Iy hMR. ltrM d t~l11tU . Odw , W ~, E~• Me. 1i.11M ...~. ti [~I . CFIt /60071A tiles 1 1ti0tie SaW Nwibtr: 1'~.~dC1I1'd'~C`b'~'RaYGINI:'RS C:~?'~ ~1~"1~:A'~IOAi COASTAR. C€~~SHTLITJC'a ION CG~DE FOY~ ALL ~~?,.TOR BTHUCTI7RE~ TO f3E LOCATED iIITZ~.IIPI CgTY OF ATLANTIC HEACH, FLORIDA APPLICANT' S NI~.ME ~~~,~,,.~/~L~RONE NO. DATE r~ /'~'~ _,,,, ~~R . E . TAX NO .: OFSNEft NAkiE: TYPE OFD PROJECT: ( New Home ( )Residential Addition ( )Garage ( )Pool ( )N®w Commercial ( )Commercial Addition ( )other 911 STREET ADRE38: ' ( ) We~claim the structure to be exempt as follows: ( ) Garage with no provision for occupancy - detached one and two family only '( ) Pier, Doak, etc. • '( ) other (Specify) I a15o certify that no structure listed above may be remodeled c~ converted to a non-exempt use without being upgraded to fully comply with the ordinance. Signed• Date: __-- CERTIFICATION This c:ertifa.es that the plans and specifications submitted ar~d sealed by the undersigned meet ull criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction code, but meet all the other requirements of the City of Atlantic Eeach ildinq Code. ( The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with._the 19~T~, Chapter 12, Standard Building Code. ( Windows, doors and all other exterior devices comply with the 110 mph wind load. ______..__-____..~._-_..___..__r.._____________..___----------_---____-- (~ a structures is located outside the area affected by wave forces, ®Fi ( ) The atruature is capable of withstanding wave forces resultiucl fxom a wave crest height of feet above AlSL includi~~g uplift forces. ' ( -) The structure is located in FIA Zone A and the foundation design has considered possibly exposure to water and erosio;~. OR . ( The structure is located in FIA Zone X and the foundation wil i nat be exposed to hydrodynamic, hydrostatic loads or water scour, Olt ( ) Foundation design has been completed with floor elevatic~r~ above the specified stillwater elevation, and to resist wave, hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads. Erosion computations for the foundation design have taken .into account the projected 30-year erosioi, losses from, a 100 year storm event and all vertical an~~ Lateral erosion including scour caused by the structural components. ( ) No excz~vation of dunes is included in this praject~, oFt ( ) Dune excava~~ti~~.~~an permit is attached. Certified this~~:,~'__~~y_of~ _i-~-~-~` _-(SEAL)------- - Plorida Architect's License No. Professional Engineer's License No. ~~2G~~f ~~/~J¢ A ~r ~~~~ A (~~t~~ r ~' ~~Y ~~ ~~~~~~, iiiV" ~t~~ ~ ~ 'a~ n~`tC ~~~~~ -~~~~ ~~~~x~~~tt~ ~~~~ ~~~~~~~ ~ °uthern Standard '~ S ~~~~~~~~~ ~ menu of Section 103.8 °f thn co~Fliance with the the require cture was issued pursuant to issuance thLS stru the f°llowing• se• 'his Certificate that at the time °f action or u F°r ~~ ~~c~ e certifying str tt No• ildiug con perm Cod @~a9• $uilding ces regulating bu ~ ~~,~,w.~: ; c ~~~~'i' ~:, ri°us ordtinan -~„ iZ~=~'- s.n~ .~ Va ~~ ~ x.5113 =- ' ~ ~ Fire Disttict ~ ~ .. ~ ~.~. ~-~° ~~-s _ ~ ~~`~,'~ y r ~i TYPe Construction Address ~ 1t ~G Use Ciassiticat+on ~ Winer of @uitdin9 ~ , ~ G Via.. "~ @ @Y ~ - ~'; `w-L Address i . Date' gurVd f.9 \ 1 ~ .: .._... _ . CONSPtGV S PI.AGE 1 •~. OU p((iCiali, POST ~N A -' uildin8 ..~~=- ti~:;. ...-~`. ;:t" ;~- j y,~ ~,,:,,- Office of Building Official g R~UEST FOR lNSPECTtON Date ~ ,.. ~ , b Time ) Permit No. ~~ ~r/ Received = ~ A.M. ,/; ) Job Address "~`'"" ~"~~ Owner's ~_,J ~~~ C.r Name. _. BUILDING Contractor CONCRETE ELECTRICAL g ~' Footing ^ Re Roofing ^ Slab Rough Wiring Insulation ^ Lintel ~ Temp pole ^ Finat ~iL'~'1 //~Q ' ...-~ Locality ~~ PLUMBING MECHANICAL Rough ^ Air Cond. & 7 Top Out ~ Heating Sewer ^ Fire Place ~C- READY FOR INSPECTION Pre Fab Mon. ~ Tues. Wed. Thurs. A.M. Friday t /~'/ ~ ~ ~ ~----- P. M. Inspection Made /i. (~/ ' Li inspector Final Inspection C ^ Certificate of Occupancy Date CITY OF Office of building Official ~i RR~E3iEST FOR tNSPt=CTtON Date ~ -`~' ~ Permit No. Time A.M. Received RM. ~ 2- ~-- / ,~i` /~~/~ Job Address Locality Owner's ~ /[/i - ~ ctor t C Or~_~ t~~ on ra 9UiLD1NG Framing ~ Re Roofing n Insulation _ CONCRE Footing Slab Lintel ELECTRICAL Rough Wiring Temp Pole = Final PLUMBING C Rough _ Top Out _ Sewer MECHANICAL ~- Air Cond. & __ Ci Heating ;~ Fire Place Pre Fab READY FOR INSPECTION A.N'. Mon. - foes. Wed. .~- Thurs. ri P.M F day q ` A.M. Inspection Made _ ~p ! J - F.M' Final Inspection (~ ;nspector `' ~^~ - - -- _ ~ ate of cupancy ,( v /~ o ~ (/'1'L f l,Q~'..c^'"' - Date --- ~` ~~ ~~ ^ ~ Office of Building Official INSPECTION ~ ~~ R~QIl~ST ~®R ~J ~j Q l~ Permit No- ~~~~ Date _--- ~_-f1i ~ LJ V P. IJ p /~/ ~C. Time 4j ~r~~~~~"-`-^ Loca4'rty Received ~ ~1 d" f-! f ~----- Job Addres~ /") ~ /~ contractor -~~~~~- --~ gCHAPIiCAL"~ ' X .Y/ -~1 Lt5E~1v![~d ~' A and & '~ pwner's J MLECSgT~ALr' Rough Heating ~arne-...__, ;_ ~, \ GpttCRE~g r ou9 ir~ng ~ Top Dut Flre Place gUtt_OtNGi,~-~ _ Temp Poke gewer Pre Fab Footing _ ~' A,M- Slab .-: Final Re Rooting ~ Ltntel Rc,~,t3Y FOR INgpECTtON Friday _------'- Insulation hors. \ Wed A.M. ~ - 1 Tues. - __- ~I'}l? l~(bjJt~ Mon. .s= ct+en- ~, _ 4"` ., __.__~r_'- Fin ancy ~- `~~^~` ertificate of OccuQ ection Made _~y_ ~. Y ~ .~ _~~ tnsP ~--~'~ pate - ---- inspector i ~' ~~~ ~ CtT1` OF ~, ~~~^ y ~ ~ Office of Building Official ~1 \\ii~~ ~ ('~ aEQtlEST FQR (NSPECTiOhI Date Permit No. ~~ -- ~ 1 Time A.M. Received - ~ ~ ~~ P.M. Jo°b~Address C Loca'hi`ty~ ~amer ~ 4.J ~"~ ~ ~ J ~J~G v1_ ~."~ ~~ 1.,~~ BUILDING CONCRETE CTRICAL °~ PLUMBING MECHANICAL Framing ~ Footing Roug firing Rough ^ Air Cond. & ^ I Re Roofing _ Slab Temp Pole Out ^ Heating ~ Insulatior, ~_ Linte! ~. ~ v Sewer C Fire Place ~. i Pre Fab READY FOR INSPECTION '~=} Tues. Wed. .Si~S/- (~ Friday Mon. r-- ` ~ ~, A.M. Inspection Made ~ PM' Final Inspection lr~sp~ctor ~ Certificate of Occupancy C Date LITY J `~ Oi:ice of 3:~iidiny Oiiicial ;I~1 q~ Yrr~ 1 --7 ~" Sl~~v>~.,", i V~ ?IY.~-. :_L! 171 /d '~ / '~/ ~ Perm:: i lo. /~~ - Re..eived ~ ~ / ~~Y /l'ti-~"- - Loc2lity Jc., ~ ~d,..c= ,yam O .,per's ~4G=y^~~ v/ ---- Ccn!2c:or - T_ ~ SLcC'ii{CAL ~ ~ ~:'BIiIG i41ECHa~~IC,! BUI~~i ;u ~ y! ~' Pc:rh :;riving ~ Reugh _ - ,sir Cond. c. -: - Pramng -- F= ' _ Sh. ~ ~ _ T~mo Pol> Top Out _ Hea!iny sire Plat _ . ;in Ra ~.oc g - ~inte Fnal _..er _ Pre F25 , Irsu!a;ior. F?=~. ~~• f1.ia1. T~.urs- Frid2y P.M. Tues~ ~:'Je.. --- s~ ~ .-~° r n: O1 ~~,. ~- - ~ ,. ~ r :i Ins; :~c,i~n ~~ .~~~}rt ''~( -?`' ~7 5{ CS.'` ~ ~z ..fin t~"' ~y^.?'4. 8.i S (/+/-. ~j I •.. Ice o: ~tiGtr,g ~ #iCi~.4 L; - ~:~ ~ 7 Date ~ ~ ~ ~ ~ ~ ~ Permit No. __ / . - -~ - - - - lrr G' P F - --- - _ ~ - A ._ - L ~ality 1. ~~a; _ 1 Own ( /~ ~ ~ Crl;r ctor ~-~"~T~~C - ~.rJ ~ - --~-- ~a~m -- - -------- ----- -~ 3UILDIPdC CJNCFtET~ ct >:~"i l°f'sCAL FLUPnBING ~~J':ECNANICf;L i'rar*~og mooting R ~rh `,'V;riny ~ Roug Air Cond. & 3e Poor:ng Siab Ta rl~ Pc;~ Top Out _ Heating Insu!a;loc Lintel Final Sewer ~_ Fire Place _. Pre r=ab ?cA .,~ ~4F _ ? t i ~ i~ f:4on. {/\////~,^ t~.,c: ~Y/~T~~h[~Ju{\/'/J. Friday -._. ---- _ PM inSJ C '.~ Ir :'~' i/~G'Zv~. / / ' __ r _ - Lill ~ ~< iC O~ ECG 173ncy tsz~ ~~ ~ Qe§jCi~~ _~_ - i pe[m`~~ t`io~ tiM _C ~ ~ `y ~-'~o~afity _,_ -~~ C.c,ntractrs Ut~;,~}1PlG _ prr Lend & ~- ~c~ ~d~Yf cJ ~ ~ ~~" ~ P~- _ riea~~ng P .~-- ' iL~~i€~tCF+ ~eugh Fire P,ac. :~ but ~ b net's h ti~llrirr9 TnP Pre Fa pw. ~_~-- ~F~T~ _ Roug ~ew2r A.tit. Nd"ne ~~~ jemP p,,,E , _ p,~h ~,UIt,.`JiN~ ~ ~ F~tinai tJ;4. Siab ct"SS Ft'id2Y -- n~f~,ng Lin<ei 4cA~~ T;,u{~ ~Cam111a ~~~( ~~a~''~~ Re t 1dt'rr1;, ~ W'ed ~, fns ~ i -dues _ y;ia in5pecb„ n~<< ~'~ ~ _ ~,{ Ur c ir~a f~_ _ s. ion ~,~~. ~ l _• ~.'~~ InsGe'`~~ f r'~~ ;~. ;n~ - _ ,r, 1 ~ ~p ~Q ~'! CITY OF Office of Building Official .~ REQUEST FOR INSPECTION Date Time A.M. Received ~ ~ ~ U ~~~-1 Job Address Owner's ~ ~ Contractor Name BUILDING CONCRET ELECTRICAL Framing ^ Footing ^ Rough Wiring Re Roofing ^ Slab Temp Pole Insulation ^ Lintel ^ Final Permit No. ~/ Locality ~~ PLUMBING MECHANICAL Rough ^ Air Cond. & ^ Top Out ^ Heating ^ Sewer ^ Fire Place ^ Pre Fab ~n , ~ ~L READY F R INSPECTION A.M. GGa~' Tues. Thur Friday Mon. A.M. ~5-- P.M. Inspection Made Final Inspection ^ Inspector Certificate of Occupancy Date ~l~~~a~ CETY OF ~~® y' Office of Building Official REQUEST 1=0R INSPECTION _ -~ ,~ ~ / - ~ S Date Permit No. Time r' / ~ A.M. Receiv ed _ / ~ ~ P.tv1. ~ y ~y ~ ,~ / Q Job Address Locality Owner's .U A ~~ Name _ Contactor ~ _ - !LD ~ CONCRETE ELECTRICAL PLUMSING MECHANICAL Framing ~ Footinc Rough Wiring Rough _. Air Cond. & Re Roofing _ Slab _= Temp Poie _. Top Out Heating Insulation : Lintel - Final - Sewer Fire Place Pre Fab ECTION READY FO ) A.M. Mon. Tues. Wsd. Thurs. Friday _ _P.M. ~ ~~ .. ~ A.M. RM Inspection Made _ - ,. ~~ ~ Final Inspection C. ~ _,..« ,nmector_ "' ~ Certificate of Occupancy _- D a±e - S r~ Fr+ 8S ~~~~~ N(co~ S Q Cc f Ci~~~'TF~- Ct~C'i {3t~ ~~~ln~ (~fficia~ `f3 ~ ~~ J ~~~'; :~ ~t~i;d `~ ~flece ~ ~E~J~ ~ ~ ~~- t„t~~ 1 ~ Get, tt'a~~~-C ~ °~ ~~ _.~_. - '~~~~ it k.,o. ~ Perm ~' :,-c ---~-- ~"~. _ .-~ ~- - ~ ~ _. ___- __ ~~ /~ p2te__-- ~/ ;~ ~V~ ~- :-yi~~ `~ =~'~'~ooality -time t~._- ~~ ~ ' ~~~^ ..~ _ hued = ~ t ~~ ''!L ~~tF~'t~ ~~ tt K~ fob Address ~;,nt:actot -`~~ it ~1;~tG ~~~ 1' Nlr Go ~~ _1---~~~,i,~' Ri°"~ FJU~~ ~ ri2atip; fie. pwner s ~ ~~- T~ y VJirin9 ~ - Sc,p aut r~ ? ~aL CC~~~S;€t_ - Rou9~'Pole Sealer P o , . ~ Temp r ~ g~itL~iC,G ~ Foo inq _ Flnak ~ P ' ~1ab _ _it'.3F t0~ Fnd~aY -~ Flaming - ~intei ~_. Re Roofm9 ~ R~ °~ Thurs. knsulatior~ Wed ~ F v1. ~'~ _._----~ Final In_p -uP3ncY Mcn' ~.'~~ - _ _- -- Certifhcate of ~~~ ~ ~f hnspection Made - .,n/-- -- pats ---'"~ Ir oti `- i CITY gF ~~ ', ,~.~~. Office of Buiiding Officiai ,~ ~~~~~ ~ ~~ ~ ~ y-- _(/~~` ~ Permit ~fo. ----~~ ~f ~ ~ P.M. - ~ _ Time (/ - Received ~ ~ ___~ --- Lecaliiy -~~ JCb > ~~ /~ Ccniractor -- ~BC}{At11CAL Owner's /J _~_ _---------- PLUMB9NC., DJame ~ ~~ ECTRICAL _ Air Cond. & -' COisGRcTE h Wiring Hough - Heating BU2 ~ hG Ftoug ~, Top Out rcoi+ne = Temp Pole _ Fire Place Fram!nr, - Slab - - Sewer Pre Fab fle ftooF~,ng ~ ~ Final t_inte to u'atior: P.M- r`~EAUY rCF? I;JgR~CTtOi~ Friday ------- - Thurs. ti,Ned. _ Tues. ~,~ ~ n J~ t.,1cr ~ [rCl~--'~-- ~ 3~_ ~~ ---, P.M _--- Final Inspection t inspeetier Made _ - _ ~ _ - ancy _. r- Certificate of Occup O! ~'~ pF ~~°'~ Offlcgal Office at Suild'+n5 E~'j{ON REQ~E~-~ `p~ {NAP ~ _~'~~~f permit No. S- ~' ~ -' te A + ~~~ Da ~, // ~ Time ~~-~«~ PM_ ~ ~f J f~ Locality ~-t Received ~ ~ ~~--- - dob Address Contractor _~- `~ -~ ~,qr~0}IANIOr1L - -`~~ Owner's ~ ELFG~RiCA~ BiNG PLUM u h Air Cond. & _ Heating - Name --~~ CRA O TE Rougn Wirinc - Ro g Ton Out ~ - - Flce Place b F gU{LD44.Ca - Temp Pole gev~er a pre $IaU Framing. - Re Rooting _ Linte! `- i - Finai - - FaDY FOR {~ISPECT10t~ A'~ h, Friday on Insulat R Thurs. l../=TZ, 4Ve A.M. Tues. Mon. rk-- ~ ~ ~ ~ P.M. --, 1 Plnal 4nsPeCtion - _ ~ ~ _ - "~'~ Gertiflcate of - Occupancy inspection Made inspector Date