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Permits 1495 Linkside Dr (vault) j ADDRESS BUILDING PERMIT NUMBER-/O/-) 4;2-3 INSPECTIONS: FOOTING UNDER SLAB PLUMBING " 2 l SLAB_ FRAMING COVER-UP__ - INSULATION 9 a -� FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # D 7 1 INSPECTIONS ROUGH - J� FINAL / f MECHANICAL PERMIT # PLUMBING PERMIT NOTES : r j� f� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 O Application Number . . . . . 03-00027191 Date 11/13/03 Property Address . . . . . . 1495 LINKSIDE DR Tenant nbr, name . . . . . . 10 X 24 SCREEN PORCH Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . 2900 Owner Contractor ----- ----------- -------- ---- -- -- ----- --- --- ----- GERGANOUS, SHIRLEY CUSTOM SURROUNDINGS, INC. 3195 ST . JOHNS BLUFF - STE 7 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 565-8512 ----------------- ------------- ------------------- ------ - -------------- ------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2900 Fee summary Charged Paid Credited Due --- -- ------------ ---------- ---------- ---- ------ ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 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 CONSTRUCTION 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 VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT .Doerr s� 800 Seminole Road j Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C)3- a-7 1 q Property Address: I L4 9 5 Llji<'Sips C-r— Applicant: VS l� �y l2-�C.6t�lJ C�( 1J Gk S Project: O K 24 C m�l 8 rc-C - This p mit application has been: Approved Revi d and the following items need attention: 1 r . 11.0 Ere ter, �Jf Please re-submit your application when these items have been completed. Reviewed By: Date: fes , 03 4A-- l �� C �yqS G,hS.'�e rj 7 p 47 v 4 v t1 z b � ZSR Derrick Dorsey President AAMCOTOA M■SURROUNDINGS SCREEN ROOMS •SUN ROOMS Completely Custom Work.;m m. Custom Surroundings,Inc. Quality&Service You Deserve! 3195 St.Johns Bluff Rd.S.Suite 7 Jacksonville,Florida 32246 Office (904)565-8512 Nextel (904)226-3829 Home (904)221-0972 CITY OF ATLANTIC BEACH s 5 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept@,coab.us Application Number . . . . . 07-00001240 Date 9/04/07 Property Address . . . . . . 1495 LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 1 CU & 1 AHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GERGANOUS, SHIRLEY WAYCHOFFS AIR CONDITIONING 9539 103RD ST #46 ATLANTIC BEACH FL 32233 AND HEATING JACKSONVILLE FL 32210 (904) 838-9052 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79. 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/02/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79. 00 79. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79.00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WTIH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach *** CUSTGMER RECEIPT *** Oper: CKQMOREK Type: OC Drawer: 1 Date: 11/13/83 81 Receipt no: 16442 ' Description Quantity Amount 2883 27196 BP BUILDING PERMITS r 1.88 $82.58 2883 27191 BP BUILDING PERMITS 1.88 $67.58 Tender detail CA CASH $288.86 Total tendered $268.88 Total payment $158.88 Chanee $58.88 Trans date: 11/13/83 Tim: 8:38:48 `SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001020 Date 7/22/09 Property Address . . . . . . 1495 LINKSIDE DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5000 ---------------------------------------------------------------------------- Application desc BULKHEAD ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MCGOYE OWNER ATLANTIC BEACH FL 32233 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 5000 Expiration Date . . 1/18/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 0`�9 I I I^ n OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT(dCOAB.US s=� BUILDING PERMIT APPLICATION DUVAL COUNTY JOBADDRE$S 51060 . 00 1650 5:4,,lEGAL DESCRIPTION`` v z. ,.:,:c+ ..',1.., r`r„ x:f 5•`CLASS O,F,` RK' r t e LSE.OF STRgCI „r 3 LOT_BLOCK_SUB DIVISION St M fn U n Ks u 13NEW BUILDING 13 DEMOLITION RESIDENTIAL ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 13 ALTERATION ❑ACCESSORY BLDG. B FIRESpRIyKGE¢'ti r; ❑REPAIR ❑POOL I SPA ❑YES ❑NIA 11 lA Wl ❑MOVE 00THER NO i'q0*,F` `r s ..;:;PRO:.;ERTY._OWNER 9.NAME: NA is Ljle �� e- 15.COMfANY A. E: C�hcCtAe 23.COMPANY NAME: '- 1 MC&VD 16.VAMffE': �G1JlI , 1 24.LICENSEE NAME: n Z1I°cu �Olcomlole/ 10.ADDRESS: 117.STA-0 OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: N95 t�jlft 18.ADDRESS: Q, d X (�te-7) 26.ADDRESS: K�rnartd�nal 13��F� 3Za35 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20. NO.: 27,OFFICE PHONE: 28,FAX NO.: 5z�o _.�Z� --g2-01 �zs 533 s��`,�- 03� q 13.CELL P 1HI. 111D_ i1D_ 5 S lt 21.CELL P_?NE 29,CELL PHONE 14.Eh A1LM`ESO. 1 S f' 22.EMAIL ADDRESS: / 30.EMAIL ADDRESS: �y I) „w FE ,F IM l:E TITLE HOLDER.w k BONOIISG COMPANY Y ` 5 u s n,y c+ r � r r1 3 a h MORTGAGE LENDER (IpO1NER 11-IAN OWNER) };4 � � J r x «..:.. .,, •.r,..,. ,a. :2, . :r.?i. ,... , .: ..,...^ Y. .._:,p rt4.n:r.`F�� 31.NAME: 33,NAME: 35.NAME G h M©t-•F- � � 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: O . 0 b$ (L{ es NAo,n s 1f} 50-5601 % 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 (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUL HUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF OA"COMM.- h `` OWNER orGEN7} COiVTRACTOR -f Signed: C Date; 7�y o� Signed: Date: Before me this ay of 2009 in the county of Before me this day of 2009 in the county of Duval,State of Florida,has pets rally a eared Duval,State of Florida,has personally appeared ry herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of r r v I (1—County of Notary Public at Large,State of un Personally Known ❑Personally Known ❑Produced IdenrMcaffon- nn n�t ❑Produced Identificabon- - ner Notary Signature:—=' 4R ^ �_� Notary Signature: ir ZMY.y MELINDA M.TRAEGER BLpGG1Per itA WS., !RWMMM66ibWDD609893 ;'� EXPIRES:December 15,2010 PLE ' Bonded Thru Notary public Underwriters C FAX COVER SHEET Afford able Concrete O Bax 15671 Fernandina Beach. FL 3-:1035 Phone: (904)225`0.533 Fax: (90=1)645-0319 SENO TO Company name From Attention Date Office tocadon Office location Fax number Phone number �O`I -5120 - 7.20 Urgent []Repty ASAP Please comment Please review ❑ For your information Totat pages.includling cover. _ COMMENTS `^ ................ ....................................................................................................................................................................................................................... �'.�.eczs e cr. .............+�^.�. ... .......y..r7.1 st....... a e.......c. ....................... .. ............. ............................................. .............._...................................................................................................................---.................................................. ............................................................... 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I 'd �Tt~i7fii�s�bn� aha iaua7 aTQ��.1v_fiH d/-n:-6n Rn on rnr r� MAP SHOWING SURVEY OF LOT 86, SELVA LINKSIDE UNIT Z AS RECORDED IN PLAT BOOK 47, PAGES 85, 85A and 8558 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ..1 Al C7 Q9 i tt , Ol 1 in 1 D`P��'�tit,� ( 1 1 GCT 87 f s I ltitip°.Ott 04 i t L 37.12'FIE 41)�s RES IIVCE Na,1499 Q10 Awa 1 t`83`i5OQ C1 t, e°eii -�-M__ v '' ! 37.00 0.1x—"" t ESE+xEN't FOR ORAL tAGE AIRON 1 ) ' (— c mhvom NSSOOE ao� j01.02 Pac u�'wrz o 41 cc qz N (_..... '0 athsTaa i'Ay Cl tae' b •1�: o-1 t v ¢" mr omvtYtxa om x �a 3x it i t' Cri ^ Liz 1.. t v 0,�. U P,5 awt7 �m D `Q ";4 tV 1 ': 1 STORY COQUINA ! L> 1 RESIDENCE 7--:- E �'z t a �n�. o ., t© A W �it '1'r No. 1495 '1 tz '" t a m r •� a ft � j 1;; s " � 1 9 ge 09 CAP 1x1 8!1.6' Q/,/C PW i M �� 10'x IV JEA tr g83-15'OQ"w tc� t in TRAN5FORUMtwo b 5 roto tue„a"" ( , , O' EASWENT n�a' J 37 00 �e � a6ra v ( j 58.3Y1'29`It y. u s 1 t NNI 1 37.15'RECO) c9 r, ,sew S63,15,00 1105.12 t f1 1 5~1.`L t RESt1ENCE Ko. 1491(5fl322'S0''rt 5t.0ti'Rat ItRON) 1 i ? ion ' °qa LOT 85CL Ci 4 .e I 0 cra . 0 m 0 3 Jul 08 09 04:08p Hffordable Concrete 9045480319 p.2 I i p i I l ' t i i i i _ Jul 21 09 12:01p CRMI CJA Inc 904 520 7201 p.1 Jul. 21. 200911 :37AM No. 8716 P. I Selva Linkside H Owners Association, Inc P.O. Sox 330026 Atlaati* seweb, n 32233 E-Mail: Karen-floyd@marAn-group.com July 21, 2009 Jennifer&Mlchaet McGoye U95 Unkside Drive Atlantic Beach, FL 32233 Dear Mr. &Mrs. McGoye: I ThisleKer references the Architectural Review Committee Request Submission Farm, dated July 8.2009, seeking A.R.C. approval of your plans to instal a bulkhead on your property. The Architectural Review Committee has reviewed the documents submitted for A.R.C, consideration and hereby approves your request. Their approval Is based on the documentation submitted for them consideration and any deviaflon from � the plans, spions or materiels outlined in those documents will result in a haft of construcdon or a rein+el ofthe items)at your expense. Phmm areae time necom y permit tom the City of AfenNc Bemft If you have any additional comments or questions, please do not hesitate to I contact us. Sincerely, i�t1G[. Floyd I Meager Sawa Linkside ll Owners Assoc., Inc. �t f Jul 08 09 04: 11Q Hffordable- C i f Q45480919 t Y y � rr� v S' pp y �h I m ! s r � a"mM r .� skSii h l a ; y i Graham Shirle From: Showman, Lisa Sent: Tuesday, July 21,200912:52 PM To: Graham Shirley Subject: FW: 1485 Linkside Dr 09-1020 Shirley--I just now got to this. It is approved in the AS400. Thanks—Lisa From: Kaiuzniak, Donna Sent:Tuesday,July 21, 200910:22 AM To: Graham Shirley Cc: Brooks, Nancy; Showman, Lisa Subject: RE: 1495 Linkside Dr 09- 1020 Shirley, I approved yesterday and took to Public Works. Lisa will probably be entering into AS400 today and bringing hard copy over with the mail-Donna From: Graham Shirley Sent:Tuesday,July 21, 2009 9:26 AM To: Kaluzniak, Donna Cc: Brooks, Nancy Subject: 1495 Linkside Dr 09 - 1020 Donna, Have you have a chance to look at this bulkhead application? Shirley L.Graham Building Department Atlantic Beach,FL sgraham@coab.us i Syf�J� City of Atlantic Beach RECETVr APPLICATION NUMBER Building Department JUL 1 5 20}�9 (To be assigned by the Building Department.) r s� 800 Seminole Road Atlantic Beach, Florida 32233-544 Phone(904)247-5826 • Fax(90845 .__. r i3 yN E-mail: building-dept@coab.us Date routed: 4 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Department review required Yes No Applicant: A/1 ,L Tree ArfflMmtrator Project: ��l��fa'd grW_ *� Public a ety Fire Services Review or Receipt Date Other Ag �,� �'daW,v�,, Verified B Florida De Florida De 'A"' ' St.Johns Army Cor ` Division oLk Division cf ts Other: Reviewing Department ODenied. L ��E(Circle one.) M.A. fob q fa �, BUILDING p PLANNING &ZONING we � / g Reviewed by:6 Date: J& 0 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 J CITY OF ATLANTIC BEACH { T BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: Job Address: ���js `i�h j,5'f > e_ DMZ 7,44 Be ed jc::,-G Owner of Property: i Address: 111-5 6 Zig,"i Sr We Diz J-N 3e,_e 4 elephone: 2 q l- q q '? 7 Legal Description: Block Number: Lot Number: Zoning District: Contractor: i&.ttr4r,«0111t_s State License Number: d s 7 `91 Contractor's Address: 3/moi S S 7- Tv4tes /3/&11,V A D 40 Ju.e JCf J Telephone: �:9S-6-.S/2 2? C-3f Z 1 Fax: S Describe proposed use and work to be done: /tt X Z ,Se lee.., Present use of land or building(s): Valuation of proposed construction: Z , 0-0 What are the dimensions of the added space: /0 feet x feet Will the added area be heated and cooled? /© New electrical or increase in service? Add plumbing fixtures? Uc— Add fireplace? Add heating/air conditioning? 6` Is approval of Homeowner's Association or other private entity required? .4121� If yes,please submit with this application. Will�tthis��PProject involve changes in elevation,site grade or any use of fill material or the removal of any trees? CAVO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building / Permit. 19410'. 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 appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ei.atiantic-beach.f.us Page 1 Revised 1/14/03 HP OfficeJet K Series K80 Log for Personal Printer/Fax/Copier/Scanner Information Systems 247-5845 Nov 03 2003 3:27pm Last Transaction Time Twe Identification Duratio Pages Result Nov 3 3:26pm Fax Sent 95658496 0:38 2 OK In addition to construction and engineering detail,plans must contain the 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. 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,a pre-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 Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner _,C4 L/ !��A —:5�9 _r J Date: z z y6--q-V".1 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 that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: /0—? �— Address and contact information of person to receive all correspondence regarding this application(please print). Name: �1 ,P r-•�� ► J9-s���/ Mailing Address: Telephone: 7ZG--31917- G/ Fax: - CS`"J`'j1 G E-Mail: AS TO OWNER: Sworn to and subscribed before me this M -Z 7-0 3 day of C?`��a'� ,20 0 State of Florida,County of Duval D L DORSEY Notary's Signature: MY COMMISSION#DD233657 EXPIRES:JUL 21.2007 ❑-Personally known ,. Bonded through Advantage Notary ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 2 7 A,(- day of O G74�/Uv -- ,20 G 3 State of Florida,County of Duval D L DORSEY Notary's Signature: (141,z) MY COMMISSION#DD233657 EXPIRES:JUL 21,2007 ❑ Personally known Bonded through Advantage IJAthull ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH isa OWNER/BUILDER AFFIDAVIT Date: 2 —6 3 Job Address: ��CIS Lr). ,C/ 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 A ONE- 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 HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. 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. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA"CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT 1 HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. PROPER WNEUllv4tR SWORN TO AND SUBSCRIBED BEFORE ME THI$�:2_!DAY OF act- 20 0.� D L DORSEY wx r��n MY COMMISSION#DD233657 Z/-,v _ EXPIRES:JUL 21.2007 NGTAKY PUBLIC ^ended through Advantage Notary MY COMMISSION EXPIRES: NOTE: PHRASES ABOVE. /r CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: 9 1 L4 071 Property Address: 1 c. _L• 3 Owner: i f p Telephone#: Contractor: di Telephone#: 1K Contractor Address: Fag#.. - 5 3�2 Contractor Signature: p cj :SCt4 I P_L Inconsideration of permit given for doing the work as described in the above statement,eve hereby a—4-1 perform work inWc. nce with the attached plans and specifications which area part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel_ If other construction is being done on this building or site,list the building permit number: 2"Electric ❑ Gas: _LP ,Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK V- Heat Space _Recessed _Central _Floor U-- Residential 5),1Air Conditioning: Room Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration El New Building ❑ Cooling Tower:Capacity gPm m/Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: __ Manlift Escalator (Number) Ctl/Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation 11 LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency ln� J HEATING–FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTUs Agency TANKS Nominal Capacity Type Liquid Serial Approving How Alan &Dimensions Contained Manufacturer No. Agency 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 e htto://www.cLatiantic-beach.fl.us Revised 1/04 PATIO ROOM WITH A SOLID ROOF-Screened or Enclosed Reference: Aluminum Structure Design Manual Florida Building Code,2002 Edition by Lawrence E.Bennett,P.E. Designer � �,tIOL�S of.Custom Surroundings,Inc. lobsite Address: L� �. /C Owner: i" �^ Oz.--.S' Contractor: t, / t rn,�L� 5 Date: l 0-23 -0 3 Wind Zone: (2-C mph. r Overall Room Size: Length: �_ Ft. by Projection: r� Ft. Overhang an Host Structure: Attached Alumnum iCover(Clear)Spans: T q it Is Room Height at Roof Attachment: 1 ,and,at Roof Bearing Wall: 7 A)Roof Panel Selection: (for Standard 3"Riser or Composite Pans per Section 7,Table 7.1.x,Page } sing: _3"Riser by 12"wide by:^.026"or,_.03T'thickness by 3105H14 Alloy Panel (see Page_______),OR, 3"Industry Standard Composite Panel Roof withX024" or ".030"Shin(see Page ),OR, _Other Specialty Panels,per B)Intertpgdiate Beam: _YNO _YES (per Section 2 Table 3.1. Page) Spacing= Span= Member Selected= C)Edge. Beam at Roof Bearing: (per Section 3,Table 3.1.x,Pages 3 r 2 ) 1 l� Tributary Load Width( '/z Span+Overhang)= $ Ft. Round up to L.Q Ft. Select Extrusion: 2-X-1X With Maximum Allowable(tabular)Span of: 5 (a D)Columns(Posts,Uuri&ts) in Roof B=*nng Wall: (per Section3,Table 3.2.x,Page Typical Spacing and Load Width("W" Ft. Rounded to Nearest Tabular Value of Ft. r' Z �A Wall Height: and Post Span is: ,Selected and Using: � W P E)Columns(posts,Uprights)in NON-Bearing Wall: (per Section 3,Table 3.2.x,Page ) Mark(P 1)-Width of: by height and span of ,Selected J Using ) Mark(P2)-Width of by height and span of ,Selected/Using ) F)Wall Horizontals(Secondary Screen Wall Members): (per Section 1,Table 3.2.x,Page________) (NOTE: Maximum vertical spacing of wall horizontals(aka girt)=7'0") I 1)Height(from sole plate)_ u .- Ft Load Width Ft.Spaq__,�_ .Ft. Using 2X2 Hollow or 2)Height(from sole plate) ►{.� Ft Load Width�Ft. Span_ ^Ft. Using)! 2m Hollow or G)Miscellaneous Elements; Exterior Corners/Intersection of Bearing and Non Bearing Walls:2X2 Hollow and 1X2 OB(composite 2X3) PATIO ROOM WITH A SOLID ROOF-Screened or Enclosed Reference: Aluminum Structure Design Manual Florida Building Code,2002 Edition by Lawrence E.Bennett,P.E. Designer I�c�1.�/DL�s of Custom Surroundings,Inc. Jobsite Address � �S ,yc ��'i% /�/1 _Owner: : ( � _. Contractor: �Date:,10 -73—o3 Wind Zone: 2 C mph. r Overall Room Size: Length: Ft. by Projection: Ft. It Overhang on Host Structure: 1 ,Attached Aluminum Cover(Clear)Spans: l Q Jt t Room Height at Roof Attachment: 1 ,and,at Roof Bearing Wall: �3 A)Roof Panel Selection:(for Standard 3"Riser or Composite Pans per Section 7,Table 7.1.x,Page ) Using: �3"Riser by 12"wide by:_.026"or,,.032"thickness by 3105HI4 Alloy Panel(see Page),OR, Industry Standard Composite Panel Roof withX024" or _.030"Skin(see Page },OR, _Other Specialty Panels,per 4TX V C' -*1 C B)Intermediate Beam: _VNO `YES (per Section 2 Table 3.1.i,Page ) Spacing= Span= Member Selected= a C)Edge Beam at Roof Bearing (per Section 3,Table 3.Lx,Pages "2 f ) / Tributary Load Width( '/2 Span+Overhang)_ $ Ft. Roundup to G Ft, Select Extrusion: 4- X X in With Maximum Allowable(tabular)Span of: �5L (t7 D)Columns(Posts.Uprights)in Roof Bearing Wall: (per Section3,Table 3.2.x,Page 3 �J Typical Spacing and.Load Width("W"):, SFt. Rounded to Nearest Tabular Value of- It ' � 2 Wall Height: 3 and Post Span is; ._'�� ,Selected and Using: SIV414 E)Columns(posts,Uprights)in NON-Bearing Wall: (per Section 3,Table 3.2.x,Page ) Mark(P 1)-Width of: by height and span of ,Selected/Using ) Mark(P2)-Width of: by height and span of: ,Selected/Using ) F)Wall Horizontals(Secondary Screen Wall Members): (per Section 1,Table 3.2.x,Page_______) (NOTE: Maximum vertical spacing of wall horizontals(aka girt)=7'0") Aq ( I 1)Height(from sole plate)�Ft Load Width Ft. Span___�_Ft. Using k2X2 Hollow or 1' k 1 2)Height(from sole plate)—)A—Ft Load Width_ —Ft.Span___5___Ft. Using�_2X2 Hollow or G)Miscellaneous Elements: Exterior Corners/Intersection of Bearing and Non Bearing Walls:2X2 Hollow and 1X2 OB(composite 2X3) PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: l VA\ SN V 74 R m7R 3)#8 SCREWS PER PAN WITH SEALANT 1 'MINIMUM EMBEDMENT INTO ASCIA THROUGH PAN BOXED HEADER(SEE NOTE BELOW) END J a r- 9 0 7= 1 EXISTING TRUSS OR RAFTERw F 1•- Q o 4 v Z 4 i :3 a c[ uI 910 x 1-112"S.M.S.(1)PER ROOF PANEL o RAFTER OR TRUSS TAIL y- - #10x314"S.M.S.@12"O.C. -'--- T '1-IT -r Li --- #8 x 112"S.M.S.(3)PER PAN I ( ! I EXISTING FASCIA (BOTTOM)AND(1)@ RISER ) JJI ( ( (TOP) ) z a � s� ROOF PANEL TO FASCIA DETAIL ! II nd I I i a COMPOSITE ROOF ANCHORING DETAILS ( 1 °� I I + Z z ( ! t o u 1 Q II SI I s LJ7 : I j I a ti U o � ; #8 x 117 S.M.S.SPACP-D 1 J I I � i EXISTING-RUSS!OR RAFTER @ 8'O.C.BOTH SIDES i z o 'i l � 0. #10 x 1-112"S.M.S.OR WOOD I 1 a 1 a x I I S WOOD SCREW(1)PER " "' 1 0 o J N I I 1'-- w_Y RAFTER OR TRUSS TAIL :. :z - 1 �,p„I I p o J I( z #10 X 314^S.M.S.OR WOOD a I _J v z I g SCREW SPACED @ 12"O.C. �- ROOF FANEL - ( ) ------ y- _- -I)- - d z t ------ U -a k t EXISTING FASCIA 1 p LA a � > O ROOF PANEL TO FASCIA DETAILo MIN. (2)#5 BAR CONT. a o - a I Ao W z V a 3 _ a -— -fin_ i o .. I I o t--` ---- -T o a Imo o r1=1 I�,.PORN � I I A � d f8+_{ ✓-..-1.p" —i I N I I i TYPEI * TYPE ti TYPE l(t 11 j .a d FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING I z I I -Z NOTES: 0-2"1 12" 2"112"-11-10" Z.1'-10" ( 4i F- JO 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM 501E BEARING PRESSURE OF 1,500 FSE. 1 3 tY aI I D. a BEARING CAPACITY OF SOIL SHALL BE VERIFIED,PRIOR TO PLACING THE SLAB,BY FIELD SOIL ) o I I LLj J TEST ORASOIL TESTING LAS. �u C-1 Of 2. THE SLAWFOUNDATION SHALL BE CLEARED OF DEBRIS,ROOTS,AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. I-IVA\ -6117WZ17d 77ni;o1Zl1S 3, NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16"THEN A TYPE 11 FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-112"(4"NOMINAL)THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6-10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. •. .. ._ ... .. .- ......... ..... 5-'IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE,LOCAL CODE GOVERNS. ORANGE COUNTY FOOTINGS SHALL BE 16'DEEP&16"YJIDE FOR STRUCTURES 1 BUILDINGS OVER 400 S.F- 6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE 11 FOOTING MINIMUM. �IpE 2 OF 4 PEIZ MIT PLAN SET-PEANP COMPONE.NT-5 SECTION 3 SCREEN, ACRYLIC/ VINYL, GLASS & MODULAR ROOMS ALTERNATE CONNECTION: (2)#10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES of EDGE BEAM SIDE WALL HEADER 1"x 2"OPEN BACK ATTACHED ATTACHED TO 1"x 2"OPEN TO FRONT POST W/ BACK W/MIN. (2)#10 x 1-1/2" #10 x 1-1/2"S.M.S. MAX. 6" S.M.S. FROM EACH END OF POST AND 24" O.C. SIDE WALL GIRT ATTACHED T 1"x 2"OPEN BACK W/MIN. (3) #10 x 1-1/2"S.M.S. IN SCREW BOSSES FRONT WALL GIRT r FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4"x 2-114" 1"x 2"OPEN BACK ATTACHED CONCRETE 1 MASONRY TO FRONT POST W/ ANCHORS @ 6" FROM EACH #10 x 1-1/2"S.M.S. MAX. 6" POST AND 24" O.C. MAX. AND FROM EACH END OF POST WALLS MIN. 1"FROM EDGE OF AND 24" O.C. 1" CONCRETE MIN. a e e e A v TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= l'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE(386)7674774 FAX(366)767-6556 PAGE © COPYRIGHT 2003 3-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. A SCREEN, ACRYLIC 1 VINYL, GLASS & MODULAR ROOMS SECTION 3 COMPOSITE ROOF PANELS: (4) 1l4"x 4"LAG BOLTS W/ RISER PANELS ATTACHED PER 1-114" FENDER WASHERS PER CHAPTER 7 4'-0"PANEL ACROSS THE FRONT AND 24"O.C. ALONG SIDES HEADER ATTACHED TO POST 2"x 2" OR 2"x 3" HOLLOW W/MIN. (3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES GIRT AND KICK PLATE 2"x2" 2"x 2", 2"x 3"OR 3"x 2" HOLLOW RAIL HOLLOW(SEE SPAN TABLES) 40 FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3)#10 x 1/2"S.M.S. IN SCREW BOSSES 1"x 2"OPEN BACK BOTTOM POST ATTACHED TO BOTTOM RAIL !MIN. (3)#10 x 1-1/2" S.M.S. IN SCREW BOSSES 1/4"x 2-1/4" MASONRY a a ANCHOR @6- FROM EACH 0 POST AND 24"O.C. (MAX.) TYPICAL UPRIGHT DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214366,SOUTH DAYTONA,FL 32121 TELEPHONE(386)767A774 FAX(386)767.6556 © COPYRIGHT 2003 PAGE .. -••.., -. 1-0CD&AfccfnN nF i AWRENCE E.SENNETT,P.E. 1 3-17 SOLID ROOF PANEL PRODUCTS SECTION 7 co W ix — 12" 12" x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3"= 1'-0" Table 7.3.1 Allowable Spans for Riser Panels for Various Loads Metals USA Building Products Southeast, Inc. Manufacturers Proprietary Products:Aluminum Alloy 3105 H-2& 3"x 12"x 0.024"2 or 5 Rib Riser Panels Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang 1 Wind Mono-Sloped Roof &Attached Covers Cantilever Region 1&2 3 4 1&2 3 1 4 1&2 3 4 1&2 3 4 All span span span span span span span span span span span I span Roofs 100 MPH 14'-8" 18'-8" 19'-W 13'-9" 16'-11" 17'-4" 11'-5" 14'-7" 14'-11" 12'-9" 15'-9" 16'-1' 4'-0" 110 MPH 13'-9" 17'-9" 18'-1' ' 16'-0" 16'-4" 10'-8" 13'-7" 13'-10' 11'-6" 14'-10" 15'-1' 4'-0" 120 MPH 12'-11" 16'-0" 16'-4" 15'-W 15'4" 10'-1" 12'-10" 13'-1" 10'-11" 13'-11" 14'-2' 4'-0" 123 MPH 12'-9" 15'-9" 16'-1" 11- 14'-10" 15'-1" 9'-11" 12'-7" 12'-10" 10'-9" 13'-B" 13'-11" 4'-0" 130 MPH 12'4" 15'-3' 157 176" 14'-3" 14'-6" 9'-7" 11'-10" 12'-5" 10'-4" 13'-2" 13'-5" T-11" 140 MPH 11'-3" 14'-5" 14'-9" 11'-0" 13'-7" 13'-10' 9'-2". 11'-4" 11'-6" 9'-10" 12'-7" 12'-10" T-9" 150 MPH 10'-8" 13'-9" 14'-0" 1 10'-6" 12'-11" 1 13'-2" 8'-9" 10'-10" 11'-0" 9'-5" 1 11'-7" 12'-3' 3'-7" p . ! 3"x 12"x 0.030"2 or 5 Rib Riser Panels Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I Wind Mon -Sloped Roof &Attached Covers Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 15'-10" 20'-2" 20'-7" 14'-10" 18'4" 18'-8" 12'-9' 15'-9" 16'-1" 13'4" 17'-7" 17'-11" 4'-0" 110 MPH 14'-10" 19'-2" 19'-6' 13'-11" 17'-3" 17'-8" 11'-0" 14'-8" 14'-11" 12'-11" 15'-11' 16'4" 4'-0" 120 MPH 13'-11" 17'-11" 18'-4" 13'-2" 16'-3" 16'-7" 10'-11" 13'-10" 14'-1" 11'-9" 15'-0" 164" 4'-0" 123 MPH 13'-9" 17'-8" 1 17'-11" 12'-11" 15'-11" 16'-4" 10'-9" 13'-7" 13'-11" ti'-7" 14'-9" 15'-1" 4'-0" 130 MPH 13'4" 16'-6" 17'-4" 12'-5" 15'-4" 15'-8" 10'-4" 13'-2" 13'-5" 11'-2" 14'-3" 14'-6" 4'-0" 140 MPH 12'-7" 15'-7" 15'-11" 11'-11" 14'-B" 14'-11" 9'-11" 12'-6" 12'-9" 10'-8' 13'-7" 13'-10" 4'-0" 150 MPH 11'-6" 14'-10" 15'-2" 1 11'4" 'IS-11" 14'-3" 9'-5" 11'-8" 11'-11" 10'-2" 12'-11" 13'-3" 3'-10" Note: Total roof panel width=room width+wall width+overhang. IBM- S USflTM Lawrence E. Bennett, P.E. Building Products southeast, inc. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214366,SOUTH DAYTONA,FL 32121 7815 American Way, Groveland, FL 34736 TELEPHONE(386)767.4774 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX(386)767-6556 TOLL FREE: 1-800-342-9077 ppeterson@metalsusa.com © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-31 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 23#/SF(43#/SF for Max.Cantilever) Aluminum Alloy 6063 T-6 2"x 2"x 0.044" 2".x 2"x 0.055" Load Max.3 an'L'! bendin 'b'or action V) Load Max.Spa V/ bending'b'or deflection'd' Widthfl. ( 1$2 Spa3 Span 4 Span Cantil ver Width(ft.) 1 8 2 Spa 3 Span 4 Span Cant lever 5 4'-2" d 5'-1" b 4'-10" b 1'-0' d 5 4'-5' d 6-6" d 5'-4" b 1'-1' d 6 T-11" d 4'-7" b 4'-5" b 0'-11" d 6 4'-2" d 5'-0" b 4'-10" b 1'-0" d 7 T-9" d 4'-3" b 4'-1" b 0'-11" d 7 T-11" d 4'-8' b 4'-6" b 0'-11" d 8 3'-7" d T-11" b 3'-10' b 0'-10" d 8 3'-9" d 4'-4" b 4'-2" b 0'-11' d 9 3'-4" b T-9" b 3'-8" b 0'-10" d 9 3'-8" d 4'-1" b T-11" b 0'-10' d 10 3'-2" b T-7' b T-5" b 0'-10" d 10 3'-6" b T-11" b T-9" b 0'-10" d 11 3'-0' b T-5" b 3'-3' b 0'-9" d 11 3'-4" b 3'-9" b T-7" b 0'-10" d 12 2'-11' b 3'-3" b 3'-2" b 0'-9" d 12 T-2" b T-7" b 3'-5" b 0'-10" d 3"x2"x0.045 3"x2"x0.070" Load Max.S an'L'/(banding'b'or deflection'dj Load Max.Span V/ bending'b'or deflection'd Width(fl') 1 &2 Spa3 Span 4 Span CaM ever Wl�(ft.) 1 &2 Spa 3 Span 4 Span Cantilever 5 4'-9" d 5'-10" d 5'-10' b 1'-2" d 5 5'4" d 6'-7" d 6'-8" d 1'-3" d- 6 4'-5" d 5'-6" d 5'-4" b 1'-1" d 6 4'-11" d 6'-2" d 6'-3" d 1'-2" d 7 4'-3" d 5'-1" b 4'-11' b 1'-0" d 7 4'-9" d 5'-10" d 5'-11" b 1'-2" d 8 4'-0" d 4'-9" ' b 4'-7" b 0'-11" d 8 4'-6" d 5'-7' d 5'-6" b 1'-1" d 9 T-11" d 4'-6" b 4'-4" b 0'-11" d 9 4'4" d 5'4' b 5'-2" b 1'-1" d 10 T-9" d 4'-3" b 4'-2' b 0'-11" d 10 4'-3" d 5'-1" b 4'-11" b 1'-0" d 11 3'-8" d 4'-1" b T-11" b 0'-10" d 11 4'-1" d 4'-10' b 4'-8" b 0'-11" d 12 3'-6" b 1 3'-11" b 1 3'-9" b 1 0'-10" d 12 3'-11" d 4'-8" b 4'-6" b 1 0'-11" d 2"x 3"';0.045" 2"x 4"x 0.050" Load Max.Span'L'!(bonding'b'or deflection'd' Load Max.Span'L'! bendin 'b'or deflection'd' Width(fl') 1 &2 Spa 3 Span 4 Span Cantilever Width(fL) 1 &2 Spa 3 Span 4 Span Cantilever 5 6'-10" b 6'-7" b 1'-5" d 5 T-7" d 8'-8" b 8'-5" b 1'-10' d 6 5'=6" 6'-3" b 6'-0' b 1'-4" d 6 T-1" b 7'-11" b T-8" b 1'-9" d 7 5'-9" b 5'-7" b 1'-3" d 7 6'-7" b T-4' b T-1" b 1'-8" d 8 4'-10" b 5'-5" b 5'-2" b 1'-2" d 8 6'-2" b 6'-11" b 6'-8' b 1'-7" d 9 4'-7" b 5'-1" b 4'-11" b 1'-2" d 9 5'-10" b 6'-6" b 6'-3" b 1'-6" d 10 4'-4" b 4'-10" b 4'-8" b 1'-1" d 10 5'-6" b 6'-2" b 5'-11" b 1'-5" d 11 4'-1" b 4'-7" b 4'-5" b T-1" d 11 5'-3" b 5'-10" b 5'-8" b 1'-5" d 12 3'-11" b 4'-5" b 4'-3" b 1'-1' d 12 5'-0" b 5'-7"--bT5'-5- b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214365,SOUTH DAYTONA,FL 32121 TELEPHONE(386)767-4774 FAX(386)767-6556 Q COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3"29 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity;using design load of 11 #!SF Tributary Load Width'W'=Purlin Spacing Sections 3'-0"' 1 3'-6" 4'-0" 1 4'-6" 1 5'-0" 51-6" 1 6'-0" 1 6'-6" Allowable Height 'H'/bending'b'or deflection'd' 2"x 2"x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" bj 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b T-11" b 2"x 2"x 0.055" Hollow 10'-3" b 9'-6' b 8'-11" bi 8'-5" b 7'-11" b T-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3"x 2"x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'4" b T-11" b 7'-8" b 7'-5" b 7'-2" b 3"x 2"x 0.070" Hollow 12-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2"x 3"x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-B" b 8'-4` b 8'-1" b 2"x 4"x 0.050" Hollow 16'-3" b 16'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2"x 5"x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2"x 6"x 0.050" S.M.B. 26'-1" b 24'7 b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2"x 2"x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" .b 8'-8" b 8'-3" b T-11" b T-7" b 7'A" b T-1" b 2"x 3"x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9' b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2"x 4"x 0.045" Snap 17'-7" b 1 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" bj 11'-11" b 11'-6" b 11'-1" b For 3 second wind gust at 120 MPH velocity;using design load of 13#i'SF Tributary Load Width'1M=Purlin Spacing Sections 3'-0"' 1 3'-B" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6' 1 6'-0" 1 6'-6" 1 7'-0" 1 7'-6" Allowable Height 'H'1 bendin 'b'or deflection"d' 2"x 2"x 0.044" Hollow B'-8' b 8'-0' b 7'-6' b 7'-1" b 6'-8" b 6'-5' b 6'-1" b 5'-11" b T-8" b 5'-6' b 2"x 2"x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b T-9" b 7'-4' b 6'-11' b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3"x 2"x 0.045" Hollow 10'-5" b 9'-7' b 8'-11" b 8'-6" b 8'-0" b T-8" b 7'-4' b 7'-1' b 6'-10" b 6'-7" b 3"x 2"x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b 2"x 3"x 0.045" Hollow 12'-10" b 11'-11` b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-7 b 2"x 4"x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 1 12'-2" b 11'-7" b 11'-0" b 10'-7" bg1l 9'-9" b 9'-5" b 2"x 5"x 0.050" S.M.B. 21'-8" b 20'-1"'•b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-2" b 13'-9" b 2"x 6"x 0.050" S.M.B. 23'-11" b '22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 15'-8" b 15'-2" b 2"x 2"x 0.044" Snap10'-4" b 9'-7" b 8'-11" b 8'-5" b T-11' b 7'-7". b T " 6'-9" b 6'-6" b 2"x 3"x 0.045" Snap13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3' b 9'-9" b • 8'-B' b 8-4 b 2"x 4"x 0.045" Snap 16'-2" b 14'-11" b 14'-0' b 13'-2" b 12'-6" b 11'-11" b 11'- 10'-7" b 10'-3" b For 3 second wind gust at 130 MPH velocity;using design load of 15#!SF Tribute Load Width'1M=Purlin Spacin Sections 3'-0"' 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 1 7'-0" 1 71-6" Allowable Hel ht 'H'/bending'b'or deflection'd' 2"x 2"x 0.044" Hollow 8'-1" b 7'-6" b VA V b 6'-7" b 6'-3" b 5'-11" b 5'-8" b 5'-6" b 5'-3' b T-1" b 2"x 2"x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b 3"x 2"x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b T-11" b T-6" b 7'-2" b 6'-10" b 6'-7" b 6'4" b 6'-1" b 3"x 2"x 0.070" Hollow 11'-6' b 10'-8" b 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b 7'-10" b 7'-6" b T-3" b 2"x 3"x 0.045" Hollow 11'-11" b 11'-1" b 10'-4" b 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b 7'-10" b T-7" b 2"x 4"x 0.050" Hollow 13'-11" b 12'-11" b 12'-1" b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-1" b 8'-10" b 2"x 5"x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-0" b 16'-6" b 15'-8" b 14'-11" b 14'-3" b 13'-9" b 13'-3" b 12'-9" b 2"x 6"x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14'-1" b 2"x 2"x 0.044" Snap 9'-7" b B'-11" b 8'-4' b T-10" b 7'-5` b T-1' b 6'-9" b 6'-6" b 6'-3" b 6'-1" b 2"x 3"x 0.045" Snap 12'-4" b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-1" b 8'-8" b 8'-0" b 8'-1" b 7'-9" b 2"x 4"x 0.045" Snap I 15'-i" bi 13'-11" bi 13'-0" bi 12'-4' b 11'-8" b I 11'-1" b 1 10'-8" b 1 10'-3' b 9'-10` b 9'-6' b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P,O.BOX 214568,SOUTH DAYTONA,FL 32121 TELEPHONE(366)787-4774 FAX(386)767-6556 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3"39 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.4.1 Structall Building Systems Inc.Snap&Lock®Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1#Density Manufacturers'Proprietary Products:Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.#1 Density 3"x 48"x 0.024'Roof Panel Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang 1 Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever Region 182 1 3 4 132 3 4 132 3 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9' 21'-111 13'-6" 15'-1" 14'-7" 15'-1" 17'-9" 16'-3" 4--0- 110 MPH 21'-4" 23'-10" 23'-0" 20'-11" 20'-2" 11'-7" 13'-6" 13'-1" 13'-9" . 164" 14'-10" 4--0- 120 MPH 20'-4" 22'-9' 21'-11" 19'-5" 18'-10" 10'-8" 12'-5" 11'-6" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 1 - I 18'-11" 18'-3" 10'-5" 11'-7" 11'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2' 19'-5' 15'-1" 17'-9" 16'-3' 9'-10" 10'-11" 10'-7" 11'-1" 12'-11" 12.'-6' 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9- 13'-3" 9'-2" 10'-3" 9'-11" 10'-3' 11'-6" 11'-1" 4'-3- 11 MPH 12'4" 1 13'-9" 13'-3" 174" 13'-9" 13'-3" 8'-7" 9'-7' 9'-3" 9'-6" 10'-8" 10'-4" 3'-11" 3"x 48"x 0.030"Roof Panel Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I Wind Mono-Sloped Roof Monoaoped Roof Cantilever Region 132 3 4 1&2 3 4 132 3 4 1&2 3 4 All span span span span span span span span span span span span Roofs 100 MPH 24'-11' 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 15-10" 18'-5" 17'-10" 18'-8" 20'-10' 20'-2" 4'-0' 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 14'-2" 15'-10' 15'-4" 16'-2" 19'-3" 18'-8" 4--0- 120 MPH 23'-10" 26'-8' 25'-9" 20'-5" 22'-10" 22'-1" 1211 4-6" 14'-0- 14'-8" 17-8" 15'-10" 4'-0" 123 MPH 22'-11 25'-7" 24'-9" !14-5' 8022'-Z" 21-5" 12-8' 14'-2" 13'-9" 14'-4" 16'-0" 15'-6" 4'-0" MUOMPH 21'-2" 23-7' 22'-10" " 20'-10" 20-2" 11'-6' 13'-6' 13'-0" 13-7 15'-2" 14'-8" 4'-0" 14'-5" 16'-2' 15'-7" 16'-2" 15'-7" 10'-9" 12'-6" 11-7" 12-8 14'-2" 13'-8" 4'-0' 1 ' -9'14'-5" 16'-2" 15-7" 4' 4'-0- 4"x 48"x 0.024"Roof Panel Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang I wind Mono-Sloped Roof Mono-Sloped Roof Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 1 4 182 . 3 4 All span I span span span span span span span span span span span Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 16'-6" 15'-11" 17'-5" 19'-6" 18'-10' 4'-0" 110 MPH 23'-5" 26'-2' 25'-3" 20'-6" 22'-11" 22'-2" 13'-3" 14'40" 14'-4" 15'-1" 18'-0" 17'-5" 4--0- 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21' 4" 20'-7" 11'-8" 13'-7" 13'-2' 13'-9" 15'-4" 14'-10" 4--0- 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 11'-5" 13'-3" 12'-10" 13'-5" 14'-11" 14'-6" 4--0- 130 MPH 19'-9" 22'-1- 21'-4" 17'-5" 19'-6" 150 MPH 18'- 0 10'-9" 12'-7" 11-8" 12'-8" 4-2" 1131''--46"" 44'-0" 140 MPH 13'-6" 15-1" 14'-7' 13'-6" 15'4" 14'-7' 0'1" 11'-3" 10-10 11'3' 13'-3' 12'-9' 4'-0" 1 '-0"13'-6" 1 14'-7" 13'-0' 15'-1 9'-5' 10'-6" 10'-2" 10'-5" 12'-4" 4"x 48"x 0.030"Roof Panel Glass Rooms Open Structures Screen Rooms Partially Enclosed Enclosed Overhang/ Wind Mono-Sloped Roof Mono-Sloped Roof Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 1&2 3 4 All span I span span span span I span span span span span span span Roofs 100 MPH 27'-9" 30'-11" 29'-11" 26'-5" 29'-6" 28'-7' 18'-3" 20'-5" 19'-9" 20'-8" 23'-1" 22'-4" 4'-0" 110 MPH 27-9" 30'-11" 29'-11" 24'-4" 27'-2' 26'-3" 15'-9" 18'-0" 17'-11" 19'-1" 21'-5" 20'-8" 4--0- 120 MPH 26'-5" 29'-6' 28'-7' 22'-8" 25-4 24'-5" 14'-5" 16'-1' 15'- 17'-6" 19'-7- 18'-11" 4--0- 123 MPH 25'-5" 28'-5" 27'-5" 21'-11' 24'-7' 23'-9" 14'-1" 15'-9" 15'-2" 15'40" 19'-0" 18'-5" 4--0- 130 MPH 23'-5" 26'-2' 25'-4" 20'-8" 23'-1" 22'-4" 13'-4" 14'-11" 14'-5- 15'-0" 17'-11" 16'-3" 4'-0" 140 MPH 15'-11" 17'-11" 17'-3" 15'-11` 17'-11- 17'-3' 12'-5' UAW 13'-5' 14'-0" 15'-8' 15'-2" 4--0- 1 MPH 15'-11" 17'-11" 17'-3" 15'-1 i" 17'-11' 17'-3" 11'-2" 12'-11" 12'-6' 13'-1" 14'-7" 14'-1" 4--0- Note: Total roof panel width=room width+wall width+overhang, Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT 8 T R U C TA L Le P.O.BOX 214368,SOUTH DAYTONA,FL 32121 M TELEPHONE(388)767-4774 350 BURBANK,OLDSMAR,FL 34677.4906 FAX(386)787-6556 LOCAL(813)855-2827 NATIONWIDE 1-800-969-3706 FAX 813 854-2802 PAGE © COPYRIGHT 2003 7-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF AS RECORDED IN PLAT BOOK 47 PAGES 85'85B OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CENrEX 1.101fEs 4019'a R-4r1al-I NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. /✓O76" ElEY,4T/DAIS 4� E SWOWAI 7i/US (14 37) ANO REriW T'O NATiLfNAL Ge0DE71C VER7'1C4L OA7('-Iq a,"1929 N ,04R7- DF' SECT/Oh/ /7, T0t1/,t/SN/P 2,5041rw, 4>,4AcI6E 29 EAST � J � ----- --I — — �— -- - - -- _. - - _ _— \ @ \ nt Q � Q / ACCESS /�•/A/NTENANCE � to re v �' i. ✓ °° i3.5' rl , z3.� / h Iv, STORY STUCCO zw \I NJ O ✓E5 �.-'��_ axllS/-/ FLOOR EL.(/Q-37) a 4 O Q 4 v I i. %1: , is ach w e. e 4h? I4,jI. a Phnninp Departmd 'h11t boouw w(thh applicable o erg to EtiAT l -- - -- -. 4evelop =t i sF -4= ioo.07' fpprilv� , n r I as �Fiori o nd a o r ppi a e r focal, State nd oral tting requirements fttlantic MIT. of a B•70A7' Approved J COMM401tM y pate: CITY OF ATLANTIC BEACH Ca D. ,. BUILDING / ZONING DEPARTMENT 800 Seminole Road i J ) Atlantic Beach,Florida 32233 (904)247-5800 � t3 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 3 - 2'7 (R ( 6 � Property Address: 149 S L DE CT. Applicant: C Q 5 Tz)ti-4 Project: l O ac 24 ��,2�-- f c izx—+ This permit application has been: /Approved F-1 Reviewed and the following items need attention: Please re-submit your pplication whentheseitems have been completed. Reviewed By: Date: l�3 4 r h, fs K-� CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: Job Address: ���l ��; Z5,-d e Dn 7,44 133..# zc-�G L / Owner of Property: S/I .`Y'�G•� ! C r� N/��,c, S Address: / G��j s �;�,� �r c% I�,iZ j-9yt 33C,e Uelephone: 2 L/6- Legal Description: Block Number: Lot Number: Zoning District: Contractor: —C � _�ca1`Y' o�y, s k State License Number: `7 ? Contractor's Address: 3/� S T �y J3/k.,C� /2 40 Telephone: 2? C-"3 e Z r7 Fax: Describe proposed use and work to be done: -ZN Sc,tie�•-, j� Present use of land or building(s): Valuation of proposed construction: C�O What are the dimensions of the added space: feet x 7 1 j feet Will the added area be heated and cooled? V© New electrical or increase in service? Add plumbing fixtures? Add fireplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? 41' If yes,please submit with this application. Will,,t��his��PProject involve changes in elevation,site grade or any use of fill material or the removal of any trees? l ANO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building �, Permit. C94L. 'NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page I Revised I/14/03 In addition to construction and engineering detail, plans must contain the 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. L 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,a pre-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 Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner Date: IK12 11,9 _ 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 that the plans and supporting data have been or shall be provided as required Signature of Contractor: Date: /0_Z4_ 03 Address and contact information of person to receive all correspondence regarding this application (please print). Name: r�Cr-r-� k tS9!��f Mailing Address: r✓�/Q j L�fc S-�C Telephone: Z_Z 3,Q Z 'S7 Fax: -51_5'_5r'C_/� ` E-Mail: AS TO OWNER: " Sworn to and subscribed before me this CG-Z 7-0 3 day of (�C,�� ,20 0 State of Florida,County of Duval C L DORSEY Notary's Signature: SSION#DD233657:JUL 21,2007 known gh Advantage Notary ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 7� - day of O G 20031 State of Florida,County of Duval D L DORSEY Notary's Signature: CEYJPIRES: MMISSION#DD233657 JUL 21,2007 ❑ Personally known throw Advantage orf ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Ct CITY OF ATLANTIC WACH,F MMA=3.340 TZLUMK NB 0"205M FAX AM 247-STS NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address rel?, -t Building Department 280 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 486 BLOCK '" AS SHOWN ON MAP OF S5:4-y-4 z��cr �,a� awr a AS RECORDED IN PLAT BOOK 47 PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CENr�X ,ND�lLrS c3 i?, 0R.4rfdA.( NOTE: BEARINGS SHOWN HEREON ARE BASEL? ON THE ABOVE MENTIONED PLAT. niore: rioW0r,�� sWow,v rHu (A.17) .4WO gkFW MNfrroAva/- GEo ,err YF ,rx nc 44&& aFrg29 s►ARr OF Sj'Cr/AA/ /7, MWAISI M 0 fOZ/rW, QANG� y'� E�lsf ewiow wr V of rArl R► tt� q d e-#.wfdicrr "VA? awmvnoa� Ac4e05 /.WArMrsv�r,vice � t 03f Ry�7' a!^� tom q `.covc�rs•' �b �P.�•' ��:• � � �•t �• � � •SSI ria ;K � ��.�' �•.' ► rl � � DlyEl6lN� y2� 0 �► Q R Hol ►: ,/s• w 6.osE�.yE.vT .0 0 , PI Z' n, --A!F veNr x/TdArrsf 4-/00.47' 1 � 4oVA4,.+4•T CIOAfe-ALOW G/ °','ss:�o-;,�.4 :e.rv';�.ro..r• '"� � D E C 4 14AFa C�Erttftxttt� af (��cc����c� (situ of Atlantic Neac# — Nloriba +i0epartment of Nutfding Inspection 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 1445 Linkside Drive Bldg.Permit No. 10623 Group w•frame Type Constructionslf Fire Distr' Atlantic Beach 620 Southyoint Drive S. Owner of Building Centex Real Estate mdress Ja-eksenville, F,2216 B 'ding gddr 1495 Linkside Drive Locality Atlantic Beach, FL 32233 By: DON C. FORD Building ciai Date: POST IN A CONSPICUOUS PLACE CITY OF Office of Building Official REQUEST tvOR INSPECTION Date � Permit No. Tune A.M. Received Job Addre orality Owner's ' Name '' "'ti Contractor BUI— ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough C Air Cond. & r_ Re Roofing C Slab Temp Pole _ Top Out ❑ Heating Insulation Lintel C Final Sewer C Fire Place C READY FOR INSPECTION Pre Fab R.M. Tues Wed.Wed. Thurs. Friday P.M. I% 2r Inspection Mad r _?5 /9 3` — U sp.;ctor._ Certificate of OccupI_! CITY OF Office of Building Official i REQUEST FOR INSPECTI Date Permit No. Time V A.M. Received P.M r Job Addres d r t Locality Owner's Name Contractor BUILDING CONCRETE ALECTRICAL PLUMBING MECHANICAL Framing C Footing _ Rough Wiring Rough Ci Air Cond. & - Re Roofing E, Slab Temp Pole Top Out ❑ Heating Insulation E Lintel � Final ESewer ❑ Fire Place Pre Fab READY- R INSPECTION Mon. Tues. M/ Thurs. Friday O S'T A.M. Inspection Madel _ P.M. inspector— __—J Final Inspection Certificate of Occupancy u Date as � zo �� ��� �� .10 �o N OD o a � Q O 9 3 p C'' N O `ice i 4 p .a �l kA a �TiD � ; f DATE: _�7_ J' PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTH0R1TY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE: AND ARE: SATISFACTORY : i ------------------------------------------------ ------------------------------------------------ ---__-.._ -__-_.- .__-_.___.__ - -------------------------------------------------- Enclosed are the blue copies of the permits. SI_ ELY, LI6ING INSPECTION DIVISION cc: FILE -A �y v o CD \\\ O e l N4 o C4� s 6 N L O f� (D 7 � ��ff ��t� CITY_�OF Office of Building Official REQUEST FOR INSPECTION Date 9 —L Permit No Time A. i Received P �. 1 ' Job Addre ality Owner's Name _ Contractar U ING ; : CONCRETE ELECTRICAL PLUMBING MECHANICAL Fr n Footing 0 Rough Wiring O Rough _0 Air Cond.& 0 Re Roofing 0 Slab 11 Temp Pole Q Top Out 0 Heating Insulation tel E] Final ❑ Sewer Q Fire Place D Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. ^-j Friday P.M. A. Inspection Made P.M. Inspector _.._ Final Inspection O Certificate of Occupancy E7 Date CITY OF 4&a4d4c B -i9k , Office of Building Official J�(^ REQUEST FOR INSPECTION Date_ �✓ _ Permit No. Time � Received l V M. ,^ Job Addres� roc lity Owner's Name Contractor ELUMBI BUILDING CONCRETE ELECTRICAL MECHANICAL Framing FootingRough Wiring ❑ Air Gond. & C]Re Rooting Slab Temp Pole Top Out ❑\\\Heating Insulation �. Lintel ❑ Final ❑ Sewer O Fire Place ❑ Pre Fab READY FOR INSPECTIO Mon. Tues. `Wed. �. Friday P.M. ., Inspection Made _�Yn A J Inspector /�G - Final Inspection /— Certificate of Occupancy ❑ Date CITY OF 4&a&' Be - �. Office of Building Official l REQUEST FOR INSPECTI N Date Permit No. Time f1 {) o Received P,M. .l Job ss Locality - r Owner's Name e_Contractor BUILDING CONCRETE ELECTRICAL PLUMB ECHANICAL Framing ❑ Footing ❑ Rough Wiring 0 Rough ❑ Air Gond.& 17 Re Roofing E Slab 0 Temp Pole 0 Top Out 0 Heating Insulation E Lintel Cl Final C1 Sewer Fire Place C] Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday— — P.M. A.M. Inspection Made �_PM, Inspector— Final` Final Inspection D Certificate of Occupancy r Date TRANSMITTAL DOCUMEW FOR JEA DATE: 9- =� P - g �/ The following permits have passed "rough" inspection: Permit No. Address /077 / /q9r" gs *&*xmoo xmmx#*c cxmpdmmxsaftxbkmyp b®c. Please update your records accordingly. T.� . -BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 01 ao'OPO •W� i 0,�31� � ivaaa No �` �ag2vS .SanUl / ud No�lo�dSN� �¢ui:� tuq°o� aweN (eP. ai d dial a3--a Oo s aauMO � o a5 0 -W'd aar� G 3l� Wd qe�aad � �n0 a°end aaa4 s aPP .Pu'0 d oNiatiti� d aol°apu°5 PON,. d aw.l o,W �� aaeo 1do�Nd J 01 Wd oN puaaad 'ao 15 40 Cd d� CITY OF ATLANTIC BEACH, FLORIDA a / 0771 Approved by APPLICATION FOR ELECTRICAL 'PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,--.9;�y 19—CE 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. 4 apc(5 aFkkam- C04T- CGj4wr' GrazkssmAt l ELECTfIICAL FIRM: MASTER ELECIRICIAN SIGNATURE NAME,. �`�-0 ADDRESS:I(`A �N�S� . , L.h'�r . . AFD BOX OtDerf"t LOT C 26 �Et"\'.A (�(N�S1 BETWEEN: RES.p4 APT.( I COMM.( 1 PUBLIC,( ) INDUS.I ) NEW N OLD I I REW. ( ) ADDITION( ) TRAILER I ) TEMP.I 1 SIGNS ( ) SO.FT. SERVICE: NEW//CA INCREASE ( 1 REPAIR( 1 FEE CONDUCTOR SIZE at/c) AMPS V�SQ COPPER ALUM. swrcHORBBE ER 150 AMPS PH C4 W 2C"O Y EXIST.SERV.SIZE AMPS PH . W VOLTJ RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT 61 M.V. FIXED 0.100 AMPS. OV[R APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT; KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1II.P• VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO, KVA N0, lKVA LEE N0.NEON TRANSF. NO. VA. IMA.__ MOTOR SIZE SWITCH FLASHER EACH SIGN _ _ -- ' < p" a t�day X� OEPAPTMENT OF SUIL01 r CITY OF ATLANTIC BEACM x . :rr,. ..�wny...-...« PERMIT W Number; ..[ �yJ10761 y�{e�jq ...r.u,wr. .M ....`.w«yrr a.nn yin+.s, 4.+iT7Rt �J #*� } +4''r+"i.�j i.i ta7+L7 ''�" vw� DE �Ve it P %t, `I ►P M CITAHIOn ATL11NTIC BEACI1, FLDI�IDA 322 ., Cl. t� wc►rk: Nom' LZ L I)II SG tIFTI41 _ .,.. .;� Consitrj Types WOOD FRAXZ Lot ' Block* S�et�an: Proposed" tJ IDOLS,"FAMI L c z hi P: SHG: ? 0 1Tnq Cad s SUbd3v .t ri% SHLVA LINR1aII > . .1~m t�c1 Value: I"rbv a Coasts 0.00 total 41 0 Am au>E t SO /l3J' 5 k El+t" AL HEAT 1T AIR I � `GVW IIO1E ..» " . alt •.,�_�.~ _ ,. Ak�ILICA' IC�I�. I�>:R�. �.,��:��. ' w y;M Ham : * PERMIfi .00 E DRIVZ WATER IMPAC2 F1 E X11.00 ACH; 1'LCRIT)A 22 3 6 114PACT FEE .'00, P A Al IMF RADON ' AB , 'A m *; R , & A CAPITAL IMPAC�TE. $0 .00 Addie I4 SBI EAM .ISD TAP .Ofl C tJ S MCI! License "hype: 0 ERC A" IMPACT FEE $0 .00 , CON ST.SURC'HAR". .00 OC ARGE/ATL,BCH. e f NOTES: k'. E NOTICE--ALL CCiNCt ETE 1=QRlI>t AND FdC1'�i S'RUI T SE IINSPE C!BEFORE POURING PERMIT"VOID,SIX MONTHS A�"C R DATE QF ISSUE"° ` BUILDING MATERIAL,RUBBISH AND DEBRIS RiS F�dM THIS Wt1!`tK MUSfi.NQT BE PLACED IN PUBLIC SPACE,AND MUST t3E CLEARED UP AND HAULED AWAY BY,f ITHf R"CONTRACTOR!OR OWNER ` E1: � �r1M1�`t. ". VITH TH1 ,11CH, N ' �.. + RiULT IN THE PROP �� Pl��`1N1CG'�11 '� ILDING 1 P E EN1T �' I D ACCOADING TO APPROVED PLANS WHICH ARE PART OFT'HIS PERMIT AND SUBJECT T4 I tEVt ATt t=JFi b��LATIC3N flF Ai?PUCABLE PRMISIONS ?F LAK t .. 1 ATLA�dTIC BEACH BUILDING"DEP'ART MENT W1 00 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC 9EACH ATLANTIC 09ACH, FLORIDA 32233 APPLICATION FOR MECHANICAL, PERMIT cn1:L:IN NUMBER** IMPORTANTF— !Applicant to complete all it, in sections I, II..III• and IV. LOCATIONStoat Addryu:i`�- '-- -I 'I 'r!Sc l nI ita.L_ © �y,r OF Intelseding Street&: salwaen �.L,� 11��'� L �o And e ry)-1 z)1 111-.x.. BUILDING S406-46W001 d6 11. IDENTIFICATION — To be completed by all applicants In considaraAon of parmil given for dolnq the work at described in 16e abere 1141eTen/ we heisby agree to ceric••n &rd .o•1 •- e::: �r:e .irh the attschpd plant and sp•cilkations which are a pert hereof and in accordance wish the Gly of Jacison.il'e wd;-a ces &,a of good pracGee listed therein. Name of Machaaicel Contractors Cealracler (►riot) 1 lr I Masb► L,�'TL/W[ 1(i-tG�GI� Home of hopeov Owner Sigaatu a et Owner Signature Of w AeHarmad Agent Arehtlest or Engineer Ill. G-ENERAL INFORMATION A. Tree of►eating fuel: 6' IS OTHER CONSTRUCTION ICING QIIrE ON * Electric THIS BUILDING OR SITE Y �j� ❑ Ga•—Q Il ❑ Neturei ❑ Control Utility IF YES, GIVE NUTAIER Of COS UCTION ❑ Oil PERMIT �?(D ❑ Otlwr -- Specify IV. LOCHANCAL EpUIFMiNT TO III INSTALLW NATURE OF WORK (Fns.ide complete list of compoaeak on beck of this fent&l Residential or i 1 Commercial Heat ❑ Spee ❑ Recessed 0-Central O Fbw New Building �. Air ConJd64ingl ❑ Room jj�Centre) Q Existing Building m&%r;&lbCA"is'FI X Twc!eesa. l - 0 Reptawment 01 existing system M•almum capacity ,I�' g„f^ d� Now Inatallation(No system previously installed) ❑ R0696re6oa CJ Extension or add-on to existing system ❑ Cooliaq toerer. Capacity 91P•sm• O Other—Specify ❑ An sprinUen: Number of It" ❑ Eiewtor Q MaafiA ❑ Escalator (Member) THIS SFACS FOR OFFICI USI ONLY ❑ G*NAw pumps, (aumbe►J (�aal edJ ❑ Teals (aumberJ Rermarts Q 1.114 csaseiears (nrlmber J ❑ Uel pret aura vena Q Baia+ Permit Approved by Das- ❑ C2Me► — Specify Permit Fee I ST ALL EQUIPMENT ADL CONDMONWO AND REFRIGERATION EQUIPMENT Ndtmlber Vnju EteecrlpUoo U0441 Number ManutacWrer jY Approvuas Ilsearlr r ,8713 �I�TMEN( d �IJJ�r�tlt�� #crrIJ0 BI-`•AC 'I ..:�.. . P ►i VIII "E l '..,., . , w . �. ...�` LCCA ' IPI '{31 1!A' 'T0'SIDS WtV .. ,:.... .. 49 f rjui t' T PLUMB I t ALAPIfi I C 'BrACH tit`DA 32233, al-ass,ss. of `f6 k. NVW Prop0sc: Ts SINaLe nkitlY kaip = 13 s 'i""t Val ue; 0 x00" imptic v. Costs SCI", 60 fiot4 1 Pees: Amount Oxk t UIdt1 00,,,'1N NEW HO I OAT I ON Few A . Dit1V T' WATT JupAC ' FEE .0 <00p 7 " 0 ,Tov 9 Val, U4 <ff a 00 I'viropiol ON AddI�ess«' 402 ANI~?IN BLV � A �. �� � x � � r� • I�I�� L aer se. CFC , +e tic B Im ACT Izz to.oo CONST.�'SURCHAROE BA S ATL»BCH �0: D '*m^ e ai„C� �sd*a '*"• :Ga;S''4 ,"."^,mma+aa+l 4.avNuwaxrSa dmm4ta Nt3TES: NOT(CF—im.ALL CONCRETE POR$U$_J1NO ROOTINGS MUSS BSFOA 'POURINO " PERMIT 90 SIX MONTHS AFTERebATE OF 5$ , SU'LDING MATERIAL; RUSBIS+4 ANOIWSRIS I=AOM THIS WORK MIDST NOT,BE PLACI U"IN PUBLIC SPACE;Ai�tfl:MUST BE CLEARS©UP AND HAULED AWAY BY EITHER CONTRACTOR OR CANER ke y LT IN ILU[ '�" *��IO l+ �rLY. �`�[i/-;�#r�ti, .' '�.t r �r S'Ll #. i+x "'1'# it tSSE.tEQ ACC:tJRbING"fC)AF PRC} :E[)"PLANS WHICH ARE PARTOF IS PERMIT AND SU#JECT TO RIEVC?CATtON t1C)LATIC)N OFi , PLICALiLE PROMISIONS CSF`LAW. ATLA NTC,SEACH�SUILDING DEPARTMENT f oe Syr CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. n- OWNER OF PROPERTY: BUILDING CONTRACTOR: q PLUMBING CONTRACTOR I� ��1 ► l AND ADDRESS: L40221 Llj4dLr,y�ll rq TELEPHONE NUMBER: 04- .� STATE LICENSE NO: r TYPE OF BUILDING: 409 TYPE OF WORK: AP(\ b HOW MANY OF THE FOLLOWING FIXTURES I STALLED SINKS SHOWERS LAVATORY WATER HEATERS C)-BATH TUBS DISHWASHERS URINALS DISPOSALS Y-. CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: ' lc� x $3.50 + $15.00 = $ -ff(7 ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 ° ,3n Y: briPARTMENT©P;SUILGINCIi41% ! . ) .,_1 4 10 r CITY OF ATLANTIC BEACH . i0 IflEtJ>IP. � � o ...:.. . s.:.:.,. ,.� LOCATION, ,. W., ,...�.:. 106 ' tiIIIC: l3 ' ALAN IC ? I E CRr. PLORTDJ ;233` � s eaf i ' rk' NST AL tEEC1i� I+ I g a t :; RSAFRAMELot : $6 � black: � + Cv ? u ��; : ',SELL A L tR I R E v Valuer Itttx+ �r. =Ccs t: .qCt $28610-4 49, 42660,49 PER PLANT � E;�.P`' .1647 + TIdig, �� l °- �� ,.W.. APPLICATION EEE A " SAE S . IT 9.00 ... I DRIVE L'>w ROUT. WATER,: ,I PACT per O s l t} .CI Q 9, FL 32216 a S . Il PARA FRE AlyA " ,GAS-R.,R= z RAD .CA 5,945 1.. ! � ' , '"i� IMPROVE ,. 32 J S. Q . .:1Lt�, ���-.r��r: '. N d�"� d'. ,N 3+ '.r exw Wrd a:Bffx NA'aA4 wk,Kvm.& 3'•'kst4 �.ikpa����aiflo-.?n'E.'an+b':Br�"(r � "A2S^ '� AC }}}��F{`� �( 11 ■1�/y�-R{ {y^y yx�= ��{{w �{�y *y� ley, ILL4'�l� 3221 x, „Lil9t 'CIItl� T/M3{ Y � V _ Lx canal� CCC ���+� �.N. T : 4 �. SEc it IMPACT FEE , —4, 0.'00, � y .. ONBT, UE EARO �' 43 =�.�a�auwsw p��y�, x��yqp \/y1GFVMII�W -t �. NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST Be 1�13PECTED.BEFORE POURIN " P414MIT ID RIX MONTHS°AI=TEk�`DATE={F t��E MATERIAL.,RUBBISH AND DEBRISPROM THIS WORK M�JRT I�AGE01N OBLIC SPACE,AND NfU ' UP AN HAIILF—D AWAY B"�EITH! R NTRACTCR QR E IN c EN 11L INQ IM lSSUEt CCQI t IN T4 APPRE�1lEIJ.PIANS,11VHI�H ARI:PANT C3P THIS P IT A�tD SUBJECT TO,,RE1lI�C�1T�fJN `,Vi4LAT DE APPLICABLE;P OVIS14hIS LAW, is Aa Aft TLAN`CI Y. { 0 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET 1 Address—, Date Heated Square Footage /_L"i@ 5 6,S,cl�' Per sq ft = $ zi Garage/Shed,?/.e'!ra' _@ $ ��" per sq ft = $ Carport/Porch C= c- @ $ /"7! v per sq ft = $ � Deck @ $ per sq ft = $ Patio �3� i► /© ' c� @ $ per sq ft = $ /G} 5 a TOTAL VALUATION: T, 1 Valuation 1st $ ��7.z�fo 5 L4 z !S(.ac, $ l Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ a + 1/2 Filing Fee $ C (j ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $— �� b WATER IMPACT FEE $ 6.a SEWER IMPACT FEE $ /.a S WATER METER/TAP $ S-)~ CAPITAL IMPROVEMENT SEWER TAP S!_ (toYfl RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ (1�q j ) 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: . - -- ?ROPERTY pESCRIPTION CITY OF 7160Cf AN BOULEVARD _ot t_ �vBlock / __ __ ____Section I_ ? ' P.O.BOX 25 tfi•�.� ATLANTIC BEACH.FLORIDA 32233 a TELEPHONE 00/1249-2.195 iubdivisalons_ Q•,�Qa.�tF� �_ 2___ aniI'd m n g and Zoning street Homec' l DESCRIPTION OF WORK sr Addrea8s_ A_QS_ ! 5 �_�__�_•_____ IS in a FLOOD HAZARD 'food Zones___,•V_____.,_,,_area complete page 3. Brief C �1-e �.G Descrip tion t .2_' 3--------- Class of Works �Hev/Remodel/Additian)_�e�______ :ONING INFORMATION Type of ' Constructions _- :oning Proposed Districts ��lUset_�,�. _ ��_„�_ Estimated Vilue B_��3_7_g-_______ :xceptions or MaterIalst_ �Q�� LD_______ ariances Granted= Solid or Filled Grounds Q _Roofs 4 L s OWNER IHFORKATIOH Ll AO Method of Meetings Property Ovner t_. ---------- Phones Mailing c- --- - Addrese..l�/E�Vl'SAL. �.:5' 4 0u_-_w.�---- 1 , r �=-------- CONTRACTOR INFORMATION Contractors_L�� :.`.' _1.1eJ3.�+_ w^----------- Phones Addresst --__-____-_ • --�--------------•------- ------- Expiration License Humbert_ QQD_• �_.,____________ Date:__Y�9�" I HERCAV CERTIFY THAT I NAE[ READ AND E%AMINCO TNltt APPLICATION AND KNOW TUC SAME TO BE TRur AND CORRECT. ALL PROVI2I0I16 of TUR LAVA AND ORDINANCES OOVERNINO THIS TTPC OF WORK WILL GE r �r COMPLICO WITH. WNCTNCN Xrt=rICO NERCIN OR NOT. TUC ORANTINO OF A PERMIT DOES NOT PRC:;URC TO Wd�+W+IddIII•r OIVt AUTNORIT1 TO VIOLATE OR CANCEL TUC PROVIAIONQ Or AMY FEDERAL. :.TATE OR LOCAL RuLf^o. RCOULATIONS. o"DINANCCS. ON LAWS IN ANT MANNER. INCLUDING TNC ooVERNtuo or CONSTRUCTION OR TNC ►ERFORNANCC of CONSTRUCTION or TNC F*OJCCT. I uNDERATAND THAT TNC tssuANCE OF TNIS •ERnIT 25 • }_•,i;,�. CONTINocur U►ON THC ABOVE INFORMATION •LINO TRUC AND CORRECT AND THAT TUC /LAMS ANO Su♦►ORTtMG DATA NAVE BEEN OR sHALL• RE tROVIDCO AS EOUIRCO. �i.I•: f •� �iTl� s� Owner Signature Date --- c'`•�;a�l;�; � Contractor Si.pnature =" _Oats ��--- FLOODPLAIN DEVELOPMENT INFORMATION Type of Developments__ ----------------------------------- Flood Required Lowest Floor Blevations_ ---___�, If building is located within a flood hazard zone, a survey rust be made AFTER THE BLAB HAS BEE1t POURED, certifying that the LOWEST FLOOR ELEVATICU is equal to or above the base flood elevations established for that zone. No Sinal inspection will be wad* and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS% Applicant Acknowledoovonts I understand that the issuance of this permit is contingent upon the - above information being correct and that the plans and supporting data have been or shall be provided as requir*d. Z agree to comply with all applicable provisions of Ordinance Ho. 23-7-11 and all other lava or ordinances affecting the proposes! development. Date----- - --..._Applicant•s Signature-------------------------- ------------- ----------------------------------------- Department -----------------------------r.-.--_---- Department Use Required Lovesst Floor Elevation - M-__-_-_-_-_ Ass Built Lowest Floor Elevation -________________ Survey Filed vith Building Department ----------- - - Building Department Representative • page 3 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF ''y SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATS (8) TUB OR SHOWER STALL (b) WATER CLOSET _,",WATER CLOSET. TANK OPERATED (4) VALVE OPERATED (8) BATHTU$/SHOWER (2) URINAL WALL LIP (4) _SHOWER GROUP PER HEAD (3) /___`FLOOR DRAIN (1) ,r-SHOWER STALL DOMESTIC (2) —1—LAUNDRY TRAY (2) ,_LAVATORY (1) ,r � COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) l` POT, SCULLERY SINK (4) DISHWASHER (2) /"' WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) .KITCUEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) o ',. :BIDET, (2) e-"URINAL STALL, WASHOUT (4) USHING RIM SINK (S) ll�COKBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL. SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY. BARBER/BEAUTY _ICE MAKER (1/2) asap (2) SURGEONS SINK (3) �LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS_46', S�Q $20.00 EACH = far JOB INFORMATION.- t RI NAN[hilt PRINTING O'.X~ lC Book 8134 Pg 2212 ,It aN0 r 110tiee of Commencement W (/RC►ARC IN CU►LICATC) To whom it may concern: r•i ,ri > The undersigned hereby informs you that improvements will be made to certain real property, and in N accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. U Description of property -�t-'4-g --- Q �a=_�%!1k S_I _rr�--------------------------- I ------------------------ ---------------------------------. WAccording to plat thereof recorded in plat book L� 17 pages 4J ----------------------------------------------------------------------------------------------------------- ,r ,� of the current public records Of Florida Duval County, Fl --_- c U) General description of improvements __________________________..______________________________________ H Construction of Single Family Residence with Garage on concrete slab C� ----------------------------------------------------------------------------------------------------------- 4JCentex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- a 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- p p Owner's interest in site of the improvement ---Fee-------------Simple __Fee--- -- -le------------------------------------------------ 4 D Fee Simple Title holder (if other than owner) _____________________________________________________________. V a DName ---------------------------------------------------_...------------------------------------------------ Address ------------------------------------------------------------------------------------------------ Contractor __ shme_ as- owner-----------------------..-------------- Address ------------------------------------------------------------------------------------------------- Surety (if any) -------------------------------------------------------------------------------------------- yAddress -----------------------------------------------------------------Amount of bond $-------------- vName and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------ ------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Metropolitan Title & Guaranty Co. Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notica as provided in Section 713.06 (2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------- --------------------------------------------------------- Address ----------------------------------------------------- -f--------------- --- - -------------- { ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ( --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0. 90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: �G -t�Sc,�,�'f'1�a0�w �r S . Signature: ( �.�9a.�� Date: city/Zipejg. � Lte 3Z -11 Florida rfiergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 86 SL 2 BUILDER: CENTEX AND ADDRESS: 1495 LINKSIDE DR PERMITTING ICLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_I 3I_I OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 1. New construction or addition 1. New Construction CK 2 . Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 197.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY:P Q&Q compliance in accordance with Section DATE: &-) - 9S` 553.908 F.S. I hereby certify that this building is in with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL:_ _._ DATE: �- �- g DATE: i S-�AS'S� Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 86 SL 2 BUILDER: CENTEX AND ADDRESS: 1495 LINKSIDE DR PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length ( ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97 .42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: k x.qK' 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. , n OWNER/AGENT: �[ �> BUILDING OFFICIAL: DATE: DATE: h/< _ ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 92 .00 65.8 6053.6 DBL CLR N 18.0 38. 3 .94 648.0 DBL CLR N 18.0 38. 3 .94 648.0 DBL CLR N 20.0 38.3 .94 720.0 DBL CLR N 18 .0 38.3 .94 648.0 DBL CLR N 18 .0 38.3 .94 648.0 S 24 .00 65.8 1579.2 DBL CLR S 24 .0 66.2 .91 1445.8 W 54 .00 65.8 3553 .2 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 12 .0 79.7 .95 908.6 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 647 . 00 170.00 1.453 11, 186.00 16,255.89 1 8,846.60 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995 .0 .9 895.5 Ext Wood Frame 11 .0 995.0 1.70 1691.5 Adj 197 .0 .7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18 .8 2 .4 45. 1 Adj Wood 18.8 2.40 45. 1 CEILINGS------------- UA 1507 .0 .6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 . 0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1647 .0 8.0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS 25,289.71 18,015.22 TOTAL x SYSTEM = COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,289.71 .37 9,357 . 19 1 18,015.22 1.00 1. 100 .340 .860 5,794 .42 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 92 .00 -10.6 -975.2 DBL CLR N 18.0 7 . 3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 20.0 7 .3 1.09 159. 1 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18 .0 7 .3 1.09 143.2 S 24 .00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654 .3 W 54 .00 -10.6 -572 .4 DBL CLR W 15.0 -9.2 .85 -117 .3 DBL CLR W 15 .0 -9.2 .85 -117 .3 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12 .0 -9.2 .85 -93.8 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,647 .00 170 .00 1 .453 -1,802 .00 -2,618.73 -344 .57 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 .0 3.6 709.2 Adj Wood Frame 11 .0 197 .0 3.60 709.2 DOORS---------------- Ext 21 .0 12 .3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216 .2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1 .2 1808.4 Under Attic 30.0 1493.0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177 .2 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 16,254 .27 I 21,793.33 ------------------------------- TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,254 .27 .55 8,939.85 1 21,793.33 1.00 1. 100 .500 1.000 11,986.33 ******************************************************************************* WATER HEATING ******************************************************************************* BASE ___ ( __= AS-BUILT ------------------ NUM OF x MULT = TOTAL ( TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719.7 1.00 11, 159.00 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9357 .2 8939.8 11409.0 29,706.04 5794 .4 11986. 3 11159.0 28,939.75 ***************** * EPI = 97 .42 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 GasEF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:�(����� ,.� _ .—signature: C C�.t � Date: City/Zip6 �C�Yr 6__r A-L� � 12 Florida MYergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 86 SL 2 ADDRESS : 1495 LINKSIDE DR CITY :JACKSONVILLE, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851.22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885. 12 TOTAL LOSS/BTUH 24801.63 TOTAL SENSIBLE 20736.34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960.33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761 .96 SENS. + 20% OVERSIZE: 24883.61 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 Infiltration : Winter Htm ( 28.5 ) x 170.00 4845.00 Infiltration : Summer Htm ( 6.92 ) x 170.00 1176.4 .00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732 .40 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334.90 --------- --------- --------- SUBTOTALS: 1192 .00 4291 .20 2822.40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371 .70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 28.5 ) x 39.80 1134 .3 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 --------- --------- --------- SUBTOTALS: 39.80 1923.36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264.00 --------- --------- --------- SUBTOTALS: 1658.00 2155.40 2652 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 ------------------------------------------------------------------------------- 10 b: 5-0 4 T 9 J 5' V T J TH M PREPA 0 FROM COMPUT 11 NPUT LOADS IMENS ONS SUBM TTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIfT CONNECTIONS AT BEARINGS AS INDICATED. 1101 CHORD 2x4 SP 12 N UPLIFT ILB�; 250 200 200 WEBS 2x4 SP 13 TCBASED ON 1000 PSF 0 5.00 UPLIFT TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM OR FULLY OPEN REACTIONOF 160.38. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -- MMM UPLIFT MMM xxx HANGER xxx H5 4551(Uacka Only) HUS26 - + 21511 -12861 10d Iply NTS12 - -10001 HUS26 - + 33151 -15501 16a 1ply HIM -20001 2 Eacn ( H US48 - + 42991 -16601(iOd 2ply MT1288 - -34550 2 Each (16d) HHUS48 - + 51801 -20001 16d 2ply " NGUS48 - 4 66401 -21991 10d 2ply MST60 - -46881(Per 2ply) HGUS48 - + 80004 -26501 16d 2ply CS150 - -1650/(Eacn) HGUS5.5- +113351 -39451 16a 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=160# W=1"8 1 '5" -�-� 10'6'4 1 .5X3 o 2X4 (A i) 3 4X5(R) I----- 5 — R=445# W=3"8 R=17# W=1"8 1 TAG T41 SED: 18063 PI.T . TYP.-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL ON 4 REV. 17.2m SCALE -0.5000 ALPINE ENSIMEERED PRODUCTS. INC. TRUSSES FIEGUIRE EXTREME CARE 01/18/95 TC LL 30 .0 PSF REF X M I MPOR T AN T XX :HALL NOT BE RESPONSIBLE FOR ANY WARNING IN MAMRING, ERECLION AND 1\ OCIIASIDN FROM 1#115 UJSIGM 0" Nt6E 5KCIFICATIONS. OR ANY BRACING. UL "IB-BI BY IPI. SEE IRIS DESIGN .S Utl"q TC DL 7 .0 PSF DATE 01/18/95 TAIINx 10 WIO I[ IRUSS IN CWOONAMCE,J111M OSIBB br 1P1. FO"AWIIIONAI SPECIAL PEMANEMI ONACING 0L YPINE L'WeE[1Or15 ARE NADC OF ZOGA GAIv. SfEEI NEEIING ASIN O1#tNENFNIS uraE55 OI14RNISE INOICAI[D. IUP8C DL 10 .0,PSF DRWG AA46 On B CSCCPI AS MOIEO. AWgY CONNECIURS 10 EACN FALE Oi CIgIN!Shill BF IATERMIf BRACED"1111 PROKA trxn5 ANO 1xllSS OIrBM15[ \OCAIEO oN IMIS OESIGM, I+OSIIIDM IY AIIACICO P1YMaoo 814A1111NG, bot1ON pIWO - QC LL 0 0 PSF LJS COM[CIONS K14 ONANINLS 13U. 1'A E 16OA-F. DESIGN SIANIAPOS NI II PIxYNFRIY AIIACNEO RIGID CEILING -- SELSU TOT LD. 47 O PSF 0/11 LEN rJ'O-CUM WM"/AIM ICAINE Prx1VIS10N5 OF HK C IPI. AN ENGINEER'S AIPINL IFCIwILAL UPUAIF 17/1/911 F"R IgNx'F li TAQ-WAI ON 1.1I:LNOA"IG A":.It% IU I,{ COMPONLMI KPIC1ED 101 Ar WYNALI AHq ICAIIOM IURNIS14 A L7PY tx N•IS3Iw 1#a:• Aq)5••A. M)I U' 1K.IfU ~ )w ANY ObAO NAY 0I!I,N l0 I,a 10.55 11YC111"CUNIUAC 4N+ F G'INEE ' F n( )N( 1 ----- - - -_-^ -- DUR FAC 1 . 3 _ JO b: 5- OWG. PREPAREO FROMCOMPUTER NPUT (LOADS & OIMENSIONSI_ SU8MITT D BY TRUSS MFR. TOP CHORD 2x4 SP 62 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LBj' 240 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT : 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.20. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS MravityPROVIDE CONNECTION FOR 5300 AT HIGH END OF BOTTOM CHORD TO ------------------------------ (—)-Uplift --------------------------------- PREVEWT SLIDING. IMM UPLIFT MIN Mall HANGER MNK H5 - -45511Jacks Only) HUS26 - + 2751! -1286! 1Od 1p A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. M7S12 - -10000 HUS26 - + 33150 -15500 16d 1ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -20001 2 Each Eac (l HHUS48 - + 42990 -1660! 10d 2ply CONTRACTORS WARNING: MTT288 - -44551 2 Each (16d1 HUS48 - + 5640! -20001 16d 2ply HGUS48 - + 6640/ -2699! 10d 2ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS NST60 ■ -4688! Per 2ply) HGUS48 - + 80000 —26501 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 - -16501 Each) HGUS5.5- +11335! -39451 16d 3ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R-37# W-1N8 9'6'4 11'6 2X4 (A 1) 8'10'13 6 [J f0 13 _4*3 34 R-384/ W-3W8 R-14# W-1.8 TAG T39 SEG: 83928 PLT. TY .—ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TAUNUS REQUIRE EXTREME CARE 01/18/94 TC LL 30.0 PSF REF 1111 I MPORTANT*W SHALL NOT 9E RESPalsioLE FOR Amy SPECIFICATIONS. -7 WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM I"IS DESIGN OR THESE SPECIFICAtlOR ANY GRACING. SEE HIS-91 SY IPI. 619 THIS DESIGN •tt'10 1 ����� TC OL / .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS 1N CONFOAHANCE'lIl1H MISS SY TPI. FOR ADDITIONAL SPECIAL PEiWN4NT GRACING RE W - ^ ALPINE CONNECTORS ARE NAGE OF 20GA QALY. STEEL MEETING ASTM OUIRENEMTS. UNLESS OTHERWISE INDICATED, IOP - - BC DL 10 .0 PSF ORWG GA 0 AAAS S EXCEPT Af NOTED. APPLY CONNECTOR! t0 EACH FACE Of CHORD Wall BE LATERALLY fIRACEO MTTN PROPER - 5606 - TAS Iwo UNLESS OTHERWISE LOCAI D ON CTNiS DESIGN. POSITION LY ATTACHED PLYWOOD WIEAIHIW NOTION CHORD N - BC LL 0 .0 PSF L JS coNNECtoRs PER DRAWINGS ILO. Iso X 1EOA-F. DESIGN sTANGAr105 WITH PROPERLY ATTACHED Rlolo CEILING--SEE STATE Of jOT.L0. 47.0 PSF 0/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER LORIO* QPM` SEAL ON THIS ORAWtNG APPLIES 10 THE CONPONENI OEPICTEO HERE DRYWALL APPLICATION. FINNISH A COPY OF IN Is DUR.FAC. 1 .33 IN ONLY, AND SHALL NGT OE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INE ••` LMArTAHr nw n- _...-_ iAf v Job: 5- 4 6'8* VLT HIPJACKS - M PAR T (LOADS M NS ONS SUBMITTED TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT 4LB): 370 470 200 WEBS 2x4 SP 03 BRG.LOC RFT : 0.00 9.43 9.43 9.43 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTIONOF 316.84. --------------------------------------------------------------- TYPICAL SI14PSON OR EQUAL UPLIFT/MANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 06-08-00 (+1-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- NNN UPLIFT MNN NNN HANGER MMM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550(Jacka Only) HUS26 - + 2751/ -12861 fOd /ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1MTS12 - -1000! HUS26 - + 3�3915! -1550! 16d 1ply NTS12 - -2000► 2 Each =W9 +16t600 -20000 16d 2-1660 10d ply CONTRAIT1f5i�ARNING: M1T2B8 - -3786! 2 EeCh (fOd THIS TRUSS IS OESIGNEO PTO BEAR AND/OR SUPPORT ADDITIONAL LOADS MT1288 - -44550(2 Each 16d HGUS48 - + 66400 -21991 fOd 2ply AT SPECIFIC LOCATIONS. ARTICULAR CARE IS ADVISED DURING MST60 - -46881 Per 2ply) HGUS48 - + 0001 -26501 16d 2ply INSTALLATION TO 11 616 TRUSS 16-E•REGTE9-PROPER0. 12'4"9 M59 1659 ----- 3351-_39451-16d-3ply- ------------------------------------ REFE ENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS F 4'5"12 13'4"8 I m 3X4 CU 4.24 v' 9' 2X4 (A I) - T ~ I 4.'3 X2.83 JB 4X5(R) �--2'9"15 -4'7"14 4'9"4 9'5"2 �- 3'9"4 --}---- 5'9"6 -� R=515# W-4"15 - 128# R=283# W=3" r' 4 Y TAGT337 S O: 83918 PLT. TYP.-ALPINE DESIGN CRIT-TPI OT - 2 TOTAL - 2 REV. 17.2m S ALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSEA REQUIRE EXTREME CANE 01 18/94 TC LL 30.0 PSF REF X IMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANY HARNING IN MANNOLINS. ERECTION AND `,,,,,, , DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 6Y TPI. SEE THIS DESIGN \ US f'%,� TC OL 7.0 PSF DATE 01/18/95 V A\ FAILLIAE TO BUILD IMF TRUSS IN COIFORMANCE•r1 TH 091"BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` S ALPINE CONNECTORS ARE MADE OF 20GA 6ALV. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED• TOP - - BC DL 10 .0 PSF ORWG `A A446 GR B EXCEPT AS NOTED. APPLY CONKCIORS /0 EACH FACE OF CHORD hWLL BE LATERALLY BRACED MIT"PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N - BC LL 0 .0 PSF L J S CO"NECIORS PER ORAMINGS 130. 150 S 16OA-F. DESIGN STANOAAn WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L D. 47 .0 PSF O/A LEN. 9-5-2 CorF01M W/APPI ICASLE PROVISIONS OF NDS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/SU FOR PROPER <O RTO SEAL oN THIf ORAWINHO APPLIES 10 TSE COHMN1HENi DEPICTED WERE DRYWALL APPLICATION. fU1MiSH A COPY Of THIS Q', OUR.FAC. 1 . 33 I"ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY.. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INEEAS. .. .. COA(`TAIr CCC ACI n\/C r.mr IA rk int): (5-01A3) ' WPREPARED T NPUT 1iOADS G 0 MEN ONS SUBMITTED BY TRUS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB : 950 940 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 20.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5,00 PSF (BOTTOM) . it HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) ------------------------------------ -------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- *TIN UPLIFT xxx xxx HANGER xxx H5 - -455#(Jacks Only) HUS26 - + 27510 -1286/ 1CJ iply! NTS12 - -10001 HUS26 - + 3315/ -15500 16d 1ply MTS12 - -20001(2 Each HHUS48 - + 42991 -16601 10d 2ply MTT288 - -37860(2 Each (10dj HHUS48 - + 5180• -20000 16d 2ply) MTT28B - -44551((2 Each))) 116d HGUS48 - + 6640# -21991 iOd 2ply MST60 - -46881 Per 2ply) HGUS48 - + 80000 -26501 16d 2p1y CS15O - -1650#(Each) HGUS5.5- +11335# -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' J 5X53X4 5X5 0 6p 1.5X3 .5X3 to 4X5(A2) 4X5(A2) 3X7 3 4fflb 3X7 B. 21 ' [-2' 21 R-21050 W-3"8 578# 578# R=21050 Wa3"8 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SEG: 40 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE ExTRENE CARE 01118194 TC LL 30 .0 PSF REF *IMPORT ANT W X SMALL NOT OE RESPONSIBLE FOR ANYWARNING IN HAHOLIND. ERECTION AND ^ 1\ OEYIATION FROM THIS DESIGN OR THESE SPECIXICATIONS- OR ANY /RACING. SEE NIS-OS ST M. "I THIS DESIGN ��I1'�' TC OL 7 .0 PSF DATE 01/18/95 fAEl1x1E TO OYIIO THE TRUSS IN CONFORMANCE 711tH OSiN BY TPI. FOR AODit10NAl SPECIAL PERNANENi BRACING RE S - 0 ALPINE CONNECION ARE NAGE OF 20GA GALT. STEEL MEETING ASTM GUIREMENIS. UNLESS OTHERWISE INDICATEO. top - - BC DL 10 .0 PSF DRWG — AAN GR 0 EXCEPT AS NOTED. APPLY CDNWCTORS i0 EACH FACE OF CHORD SNAIL K LATERALLY BRACED WITH PROPER IAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N FfOa BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130, 150 S 1NA-F. DESIGN STANOAROS WITH PROPERLY ATTACHED 91610 CEILING-- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 21-0-0 CONFpIM N/APPl ICAOLE PROP ISIONH3 HOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/011 FOR PROPER ' t 0 pTp� ^ SEK ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q•� DuR.FAC. 1 .33 IM tW Y ANO Sall HOt SE RELIED UPON IN ANY OTHER WAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR. __ INFER',.` ,. ....,,, rrr .nnur ..,,- l-IT f]C )h: 5— 43) LOT 95 T2 21'0 HIP 9 THIS OWG. PAR M COMPUTER INPUT (LOADSNIONS)_SUBMIT T 0 BY TRUSS NFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ILB1: 570 570 WEBS 2x4 SP 13 BRG.LOC FT : 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Up l i f t --------------------------------------------------------------- NxN UPLIFT mmm AT BIT HANGER MMM H5 - -4550(Jacks Only) HUS26 - + 27510 -12860 OAS 1ply) MTS12 - -10000 HUS26 - + 33150 -15500 16d 1ply NTS12 - -20001 2 Each HHUS48 - + 42990 -16600 WAS 2ply) M1T288 - -37860 2 Each) �fOd) HHUS48 - + 51800 -20001 16d 2ply MTT288 - -44550 2 Each lll) 16d1) HGUS48 - + 66400 -21990 10d 2ply NST60 - -46880 Per 2ply) HGUS413 - + 80000 -26500 16d 2ply CS150 - -16500 Each) HGUS5.5- +113350 -39450 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS 9' -a--3' - 9' 4X AX (R) T M 1.5X3 1.5X3 0 6v Q 3X4 (A i) X4 (A i) 8 4 1-2- 21 ' 2' ►� R-1140# W-3.8 R-1140# W-3.8 PLTa 2 S O: 58526 . TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL - 1 REV. 7.2m S ALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF I MPORT ANT X X SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN NAND.TND. ERECTION ANO OEY/ATTON FROM THIS DESIGN OR THESE SPEC1ijCAIIONS, OR ANY BRACING. SEE Nlf-GI ST TPI. SEE THIS DESIGN B`''US F'�;, TC DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TAM IN CONFORMANCE WITH OfTW iT TPA. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , _ ALPINE CONNECTORS ARE NAGE OF 20"GALV. STEEL MEETING ASIN OUIRENENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRWG AAAS GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACEO WITH PROPER - 5606 - TNRS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACIEO PLYWOOD SHEATHING. BOTTOM CHORD W BC L L 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 S 160A-F. DESIGN STAMBAR05 WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47 .0 PSF 0/A LEN. 21-O-O CONFORM W/APR/CAKE PRUrISIONR OF NOS C TPI. AN ENGINEER'S ALPINE TECIMICAL UPDATE 17/1/911 FOR PROPER ' ' �0RID P� SEK RM THIS DRAWING APPLIES TO EHE COMPONENT DEPICTED/ENE DRYWALL APPLICATION. FURNISH A COPY tE THIS �. Q" OUR.FAC. 1 . 33 w ••n<..0 1 Ant Af (ICN UFO/PON IN ANY OVER WAY, DESIGN 10 IME TRUSS ERECTION CONTRACTOR. 7ANF 10 U: 5- 5 LOT 86-2 T3 1'0 LITE ATTIC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x5 SP 12 UPLIFT (LB): 470 460 WEBS 2x4 SP 13 BAG-LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING DR CONTINUOUS LATERAL BRACING AT 24' O.C. ------------------------------- MuSI BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- mom UPLIFT xxx i xxx HANGER xxx H5 - -4551(JaCkS Only) i HUS26 - + 27510 -12860110a 1ply) MTS12 -10001 I HUS26 - + 33151 -15501 160 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42991 -16600(100 2ply) MTT288 - -37861(2 Each) 00(j)1 HHUS48 + 51800 -20000(160 2ply) ' MTT288 - -4455012 Each) (16a)� HGUS48 - + 66400 -21991(100 2ply) MST60 -46881(Per 2ply) HGUS48 + 80000 -265001160 2pIy) CS150 -16500(Each) I HGUS5.5- +113351 -39451(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" 10 '6 -) 4X5 (R) 1.5X3 1 .5X3 6 r7-,- lt') 3X5(At) 3X5 (A 1) 4Xb 3X6 �e 21 ' [W-2' 21 2 -{ R=1770# W=3"8 R=1770# W=3"8 I 4 TAG = T3 SED: 16301 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 4 TOTAL - 4 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC iMfSE$REouIRE EXTREME CARE 08/03/95 TC LL 30 .0 PSF REF 2 *IMPORTANT**SHALE NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ETOCf1W1 ANO DEVIATION FROM THIS DESIGN DR THESE SPEC 1[JICA I TONS. OR ANY BRACING. SEE HI6-91 By IPI. SEE THIS DESIGN Y1111 e' i, TC DL 7 .0 PSF DATE 08/03/95 \v�N FAILURE 10 BUILD N4 TRUSS IN CONFORMANCE WITH OST89 BY 1P= FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , J 0 ALPINE CD.NECIORS ARE MAGE 11 20GA GAL.V STEEL MEETING ASTM OUIBEMENIS UNLESS OTHERWISE INDICAIEO. TOP - - BC OL 10 .0 PSF DRWG 4446 GN B ExCE PI AS ND IED APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER uW - . 5606 _ TRUSS AND ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY At Pt SHEATHING. BOTTOM CHORD x BC LL 30 .0 PSF LJS COFIIECIDHS WR DRAWINGS 130. 150 S IGOA F DESIGN STANDARDS WITH PROPERTY ATTACHED RIGID CEILING-- SEE STATE OF _ TOT .LD. 77 .0 PSF O/A LEN. 21-0-0 COWORN ":APPLICABLE PROVISIONS OF NOS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER / ' It'd SE At ON IHIS/NAMING ADPL IFS 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS ' �. EO RID Q�` DUR.FAC. 1 33 w tx1[n 1tM1N /N ANY O1HFR WAY OESIGN TO 114 TRUSS ERECf10N CONTHACTOR. .hrc CQS, Job: 5-225 LOT 86- T4 '0 LITE ATTIC THIS OWG. PREPARED FROM COMPUTER INPUT UOADS S DIMENSIONS SUBMITTED BY TRUSS MFR, IOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BO1 CHORD 2x5 SP 12 UPLIFT LB): 470 330 WEBS 2x4 SP 13 BRG.LOC FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- ML1S1 BE PROPERLY ATTACHED TO THE BOTTOM CHORD, TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (fl-Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT ■Nx I Wall HANGER WaW H5 - -4551(Jacks Only) S HUS26 - + 27511 -128611104 1ply) MTS12 - -10001 HUS26 - + 33151 -15501(164 Iply)) MTS12 - -20001 2 Each) I HHUS48 - + 42991 -166011fOtl 2ply) MTT288 - -37861 2 Each) (fOd)I HHUS48 - + 51801 -20001(160 2ply) i MTT288 - -445511111112 Each) (16d)I HGUS48 - + 66401 -21991(lOd 2ply) MST60 - -46881(Per 2ply) I HGUS48 - + 80001 -2650/(16d 2ply) CS15O 16501(Each) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" 10 '6" 4X5 (R) 1.5X3 !� 6 p 3X5(A i) X5 (A 1) m 3X6 4Xb= 3X6 e' 21 ' 21 ' R=1780#( W=3"8 R=1607# W=3"8 1. M TAG T4 SED: 16304 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 08/03/95 TC LL 30 .0 PSF REF XIMPORTANTXX SMALL NOT BE RESPONSIBLE FOR ANY WARNINGiN HANDLING. ERECTION AND I\ DEVIATION FROM THIS OESIGM OR HESE SPECIFICATIONS, OR ANY BRACING SEE M18-91 By IPI. SEE THIS DESIGNWLATERALLY BRACED WITH PROPER 5606 US I,! TC DL 7 .0 PSF DATE 08/03/95 FAILURE 10 WILD IM! TRUSS IN CONFOHMANCC',1111M OST08 BY TPI FOR ADDITIONAL SPECIAL PERMANENT 13RACING RE - ALPINE CO04ECIORS Ark MADE OF FOGA GALV SIEEt MEETING ASTM WIMEMENIS UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 . 0 PSF DRWG \\UUU A446 GR BE a EXCEPT AS WILD APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL TRUSS AND UFAISS ODR300 PSF LOCATED ON THIS DESIGN. POSITION LY AT IACHEO P1 YM000 SHEATHING, BOTTOM CHORD W - BC LL SF LJS /� CCW"CICRS PER DHANINGS 110. 1bO t 160A T DESIGN STANDARDS W1111 PROPERV AFFACtKO RIGID CEII ING -- SEE STATE OF TOT .L0. 77 O PSF QUA LEN 21—0-0 V CONFORM w/APry1CATNF PROVISIONS OF NOS\ IPI AN ENGINEER'! At PINE IECMNICAL UPDATE 17/1/911 FDA PROPER ' P St At ON THIS CRANING APPL IES TO IME COMPONENT DEPICTED HERE DRYWAtt APPLICATION FURNISH A COPY OF [MI5 Etl R10v OUR.FAC. 1 . 33 IN ONt/. AND SHAtI NUT Wt MEI ILU UPON IN ANY OVER WAY DESIGN 10 HE IMUSS ERECTION CUNIRACTON. IN t^,�� CPerTNr P4 n" I Tvoc rn MN )b: (5-0143) - - P '4 SR THISN . PREPARED FROM COMPUTER INPUT ILOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. i0P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 10T CHORD 2x4 SP 12 N UPLIFT (L81: 550 450 WEBS 2x4 SP 13 BRG.LOC (FTI: 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED L RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- )UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)Uplift ------------------- ---------------------------------------- RUN UPLIFT Bxll NMR HANGER xRR H5 4551(Jacks Only) HUS26 - + 2751/ -1286# fOd 1ply) MTS12 40001 HUS26 - + 33151 -15501 16d 1ply MTS12 -20001 2 Each HHUS48 - + 42991 -1660/ iOd 2ply MTT28B - -37861 2 Each (10d) HHUS48 - + 51801 -20001 16d 2ply MTT28B - -44551 2 Each (16d) HGUS48 - + 66401 -21991 10d 2ply) MST60 - -46881 Per 2ply) HGUS48 - + 80001 -26500 16d 2ply CS150 - -165001E ach) HGUS5.5- +113351 -39451 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS m 4X6 X5 X2 T P 1.5X3 In v 3X4 (A 1) `WB, 3X4 3X3 1--2' 208"8 Rs1150* W-3"8 R-949# W-3" R N fAGT55 SEO: 83 45 ALT. TY —ALPINE 0 —ALPINE DESIGN CRIT-TP OTY - TOTAL - I REV. 17.2in SCALE - .2500 ALPINE EKIIEEREo vrlOaxiG. ENC. TRUSSES REQUIRE EXTREME CARE 01118194 TC LL 30 .0 PSF REF I MPORT ANT li*ENALL NOt SE REBPONO[BLE Fal ANT HARNING IN HANDLING. ERECTION AND I\ oliYlAT1oN FROM THIS DESIGN OR THESE SPECIFICATIONS. OR iU+Y eRActNO. ME NIE-01 Sr tvl. EEE tett DESSON e. 5606 ,kill ITC OL 7.0 PSF DATE 01/18/95 FAILURE 10 BUILD THE TRUSS IN COFORNAKE'AWN 091"EY tPl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ -ALPINE CONKCTORS ARE NAGE OF 20"EKY. STEEL MEETING ASSN OUIRENENTS. UNLESS OTNERWIEE INDICATED, IOPBC OL 10.0 PSF ORWG A4A0 G.1 S EXCEPI AS NOTED. APPLY CONNECION TO EACH FACE OF CHORD SHALL K LATERALLY GRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCAIEO ON THIS OESIGK POBIIION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHow BC LL 0.0 PSF LJS CONNECTORS PER DRAWINGS 130. ISO C IEOA-F. DESIGN STANDARDS WITH PHOKALY ATTACHED RIGID CEILING --SEE = TOT.L0. 47.0 PSF0/A LEN. 20-8-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/01) FOR PROPER , ,SEAL DN tHiS aMMtNG ARYKIE5 10 !HE COMPONENT DEPICTED HERE DR7MALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33 IN DNLY, AM 9fAtl NNOT BE RELIED UPON IN ANY O1HER WAY. DESIGN 10 LE TRUSS ERECTION COMINACTOR. ,, COA(`T1,11] nn n" TvMC E',PFf lO b 5- T 95 T6 20-11-8P SR THIS_OWG. PREPAREDM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP !2 N UPLIFT (LB): 550 460 WEBS 2x4 SP 13 BRG.LOC FT : 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT MMM MMM HANGER MMM H5 4550(Jacks Only) HUS26 - + 2751! -1286# lOd 1p1y) NTS12 - -10001 HUS26 - + 33150 -1550! 161 1ply MiS12 - -2000! 2 Each HHUS48 - + 42990 -16601 10d 2ply MTT288 - -37861 2 Each 10d HHUS48 - + 51800 -20000 16d 2ply M11288 - -4455#(2 Each t6d HGUS48 - + 66400 -21990 fOd 2ply) NST60 - -4688! Per 2ply) HGUS48 - + 80000 -2650! 16d 2ply CS150 - -16500 Each) HGUS5.5- +113350 -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12 N 4" 4'8 M -- ---3-8-8 ---� 5X6 5 5 X2 m 1.5X3 T v 3X4(A 1) 3X3 �- 2' 29-8-8 Ri1150# W=3'8 R=949# W=3N 4 TAG = T6 SE(]: 83950 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. rlMas"'REOUITE ExrREME CARE 01/18/94 TC LL 30 .0 PSF REF *IMPORTANT X*SHALL NOT ME RESPONSIBLE FOR AWARNING IN HANOLING. ERECTION AND ^ n DEVIATION FROM THIS DESIGN OR THESE SPECrF.ICATIO11. OR ANY BRACING. SEE HIS. OY IPI. SEE THIS DESIGN .�` I F'�., TC DL 7 .0 PSF DATE 01/18/95 FAILURE r0 BUILD THE IROS$ IM CONFORMANCE All"051"BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - 0 v ALPINE COWECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN OUIRENENIS. WaESS OTHERWISE INDICATED. IOP - - BC OL 10 .0 PSF DRWG A446 OR B ESCEPI AS NOIEO, APPLY CONNECTORS 10 EAC"FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER 5606 TRIGS AND NUNLESS OTHERWISE LOCATED ON TNI$DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOSTON CHORDM BC LL 0 •0 PSF L JS CONNECTORS PER DRAWINGS 130. ISO S 16GA-F. DESIGN STANDARDS 911H PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOTLD. 47 .0 PSF 0/A LEN. 20-8-8 CONFORM M/APPLICABLE PIDYISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/011 FOR PROPER AL ON THIS ORAMING APPLIES TO THE COMPONENT DEPICTED"ERE DRYWALL APPLICATION. FWMISH A COPY OF THIS 0 pl0 SE F Q',= DUR..FAc. 1 . 33 1 IN OWN AAA S/YlL N01 K RELIED UPON IN ANY OSIER MAY, OE SIGN 10 iNE TRUSS ERECTION CNWNI RAC TBH. ) .. N-.nrn Job: (5-0143) LOT 95 / T7 20-11-8 P '4 SR THIS OWG. PREPARED FROM COMPUTER NPU (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (L8): 550 450 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING (*)"Gravity (-)-Uplift ONLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- ANN UPLIFT NXII OWN HANGER NNN (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH H5 - -455#(Jacka Only) HUS26 - + 2751# -12861 fOd 1p 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY NTS12 -10000 HUS26 - + 3315# -1550# 16d 1ply ERECTION CONTRACTOR. WTS12 -20000(2 Each 1 HHUS48 - + 42990 -1660# 10d 2ply MTT288 - -3786# 2 Each! (lod) HHUS48 - + 51800 -20000 16d 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MIT288 - -44556(2 Eachll1111116d11 HGUS48 - + 66400 -2199# 10d 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -46881 Per 2ply) HGUS48 - + 8000# -2650# 16d 2ply CS15O - -16500 Each) HGUS5.5- +113350 -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS �-- -14'4" -- }m�-5' 11"8 --� 3X5(R) X2 m 1.5X3 (A) 6 p, Q 3X4 (At) SX5 3X4 .2 3 20' 11"8 1-2' 20' 11"8 R-1162# W-3"8 R=961# W=3" u TAG T7 SEO: 83963 PLT. TYP,-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - I REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCT& INC. TRUSSES REQUIRE EXIAENE CARE 01/IB/94 TC LL 30 .0 PSF REF *�1IMPORTANT X9OWL NOT QE IEfrDTaIOLE FOR AMY WARNING IN HANDLING, ERECTION AND DEVIATIOM FROM THIS DESIGN OR THESE SPECEF,CATIONS. OR ANY BRACING. SEE HIS-01 MY TPI. SEE ]HIS DESIGN �`'t�us F�%,� T C OL 7 .0 PSF DATE 0 1/1 8/95 �L FAILINIE TO fU1LO THE TRUSS IN CONFORMANCE WITH 051"BY T►1. FOR ADDITIO14AL SPECIAL KAIRAEMT &RACING RE , v11 ALPINE COHWCTOAS ARE "ADE OF 20"QALY. STEEL MEETING ASTM OUIREMENTf. UNLESS OTHERWISE INDICATED, TOP - _ BC OL 10 .0 PSF DRWG A446 ON E ERCEPT At NOTED. APPLY CONNECTORS ill EACH FACE OF DOW SNAIL BE LATERALLY ARACEO WITH PROPER $606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEAINING, BOTTOM CORD W BC LL 0 .0 PSF L JS \^` CONNECTORS PER DRAWINGS 130. 150 S /SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE OF `_ TOT.L0. 47 .O PSF O/A LEN. 20-11-8 U V CONfORM W/APPLICABLE PROYIf10NS Of NOS S TPI. AN ENG 7NEER'f KPINE ]ECHNiCAI UPDATE 17/1/SIT FOR PNOPER r q10' t: r lEAI ON THIS ORAWING APPl1E5 t0 THE COMPONENT DEPICTED"ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q•� DUR.FAC. 1 .33 3 H nw v AA ­1 M1 RF RELIED UPON IN ANY OTHER MAT. DESIGN TO IHE TRUSS ERECTION CONTRACTOR. lob: 5- 4 R PREPARED M COMPUTER INPUT (I DADS MENS ONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 02 N UPLIFT (LB): 540 830 420 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 0 6A O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. ( )-Gravity (-)-UPl i f t --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. Ilxx UPLIFT MMM *m* HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455!(Jacka Only) HUS26 - + 27510 -12860 lOd 1ply! MTS12 - -10000 HUS26 - + 33150 -15500 16] 1ply CONTRACTORS WARNING: NTS12 - -2000! 2 Each HHUS48 - + 42990 -16600 fOd 2 l THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -37861 2 Each lIN HHUS48 - + 51800 -20000 16d 2 l AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MT7288 - -4455! 2 Each1111111116d1) HGUS48 - + 66400 -21990 fOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NST60 - -46881 Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 - -165001E achl HGUS5.5- +11335! -39450 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9080 12'8 5X5(R) 1.5 7VI .5X3 1 .5X3 (A) 6v X5(A 1) 3X5(A i) 3X4 —*9 3X6 4 20' 11"8 16'0"8 37' N� R-1064# W-3"8 R-1880# W=3" R=840# W=3"8 w SED: 83966 PLT, TYP. -ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRo000T6, IMC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30.0 PSF REF to XXIMPORTANTWRSNAIL NGT K RESPONSIBLE FORANY ARNING IN HANDLING. ERECTION AND OErurtoN FRON Inks DESMON OR I/ESE SPECtEtcATEON6. OR ANr BRACI"Q. SEE nu-BI Br tPl. GEE tMts DESIGN �`' '�. TC DL I .0 PSF DATE O1/18/95 FAILURE TO BUILD INE TRUSS 1N CONFORMANCB-TH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS ARE MADE OF 206A QALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10.0 PSF DRWG A//8 OR S EXCEPT AS MOM. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SRACEO WITH PROPER 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION Lr ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M 6C LL 0•0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 A 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RI010 CEILING --SEE STATE OF - TOT.LO. 47.0 PSF 0/A MEN. 37-0-0 CONFORM M/APPLICASLE PROVISIONS OF MM S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE II/t/911 FOR PROPER O* It SEK OM tHIS DRAWING APPLIES 10 THE COMPONENI OEPICIEO HERE DRYMKL APPLICATION. FURNISH A COPY OF IMI �. ORI Q OUR.FAC. 1 . 33 1N ONLY. ANO SHALL NOT BE RCL IED IM•ON IN ANY OTHER MAY. DESIGN IO UE IRUSS ERECTION CONTRACTOR. '�'�,, INE tY"..` _ . ... __... - ---- ^^ cncr O b: — 43) LOT 95 / T9 37*0 TRAY4, H WG. PREPARED OM COMPUTER INPUT_(LOADS & DIMENSIONS1U N TEO BY TRU§S MFR. TOP CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP !2 N UPLIFT (LB): 520 870 390 WEBS 2x4 SP 03 BRG.LOC (FT11: 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1x4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (0-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUDUS LATERAL BRACING AT 24' O.C. Mux UPLIFT MMR MMM HANGER MRM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 4550(Jacks Only) HUS26 - + 2751! -1286! 100 1ply MTS12 - -1000! HUS26 - + 33150 -1550! 16d iply CONTRACTORS WARNING: MTS12 - -2000! 2 Each • HHUS48 - + 42990 -16600 IOJ 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786! 2 Each (10d) HHUS48 - + 51800 -2000! 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455! 2 Each +16011 HGUS48 - + 6640! -2199! fOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.. MST60 - -4688! Per 2ply) HGUS48 - + 8000! -2650! 16d 2ply CS150 - -16501 Each) HGUS5.5- +11335! -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5'8' 6 •14'8" 5X6 1.5X3 3X5 1 .5X3 m lA1 1.5X3 co 6 p X5(A i) 3X5(A 3X5T -�9 33 4 X6 20' 11"8 1610"8 —� �N 37' N� R-110610 W-3"8 R-1887# W-3" R=836# W=3"8 1 4 TAG - T9 SCALE8-0,1667 PLT. TVP.—ALPINE D SIGN CRIT-TPI OTY - i TOTAL - 1 REV. 7.�m ALPINE ENGINEERED PRODUCTS, INC. TRUSSER REQUIRE EXTREME CARE 01/IB/94 TC LL 30 .0 PSF REF *I MPORT ANT X X SMALL NOT BE RESPONSIBLE FOR ANY WARNING 1N HANDLING. ERECTION AND nDEVIATION FRDN THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE RUQ-Qt MY TPI. SEE THIS DESIGN .�' ,'��, TC OL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD 1/E INUSS IN COMFORMANOI?pIIH OSIM BY IPI. FOR AOOIIIOMAL SPECIAL PERMANENT BRACING RE O ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING AMIN GUIREMENTS. UNLESS OTHERWISE INDICATED. IOP - BC OL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY OWED WITH PROPER 5606 TRUSS AND 1W&ESS OTHERWISE LOCATED ON THIS DESISK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW R BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OP - TOT.L0. 47 .0 PSF S/ALEN. E37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/911 FOR PROPER ' v' SEAL ON.111 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY O' THIS F DRte Q•� JOUR.FAC. 1 .33 IN ONLY. AND SHALL MDT PL RELIED UPON IN ANY OTHER MAY. DESIGN ro n£ tNW,ss EREcttoN co"tRActoa. INEE�',•` RpprTNf; 24.0" TYPF SPE( ib: 5— 4 T 9 TIO 37'0 TRAY HIP THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. IOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 101 CTIORD 2x4 SP /2 N UPLIFT 1LB1: 400 720 300 WEBS 2x4 SP /3 BRG.LOC FT : 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SOC) MIND SPEED " 100.00 MPH. MEAN HEIGHT • 15.00 FT. ENCLOSED (A) 1x4 '1' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WIT" OR FULLY OPEN BU NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL S114PSON OR EQUAL UPLIFT/HANGER REOUTAEMENTS (fl-Gravity (-)-Uplift > N[G1D CEILING OR CONTINUOUS LATERAL BRACING AT 24 O.C. --------------------------------------------------------------- AuS1 BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BB6 UPLIFT MMMBMB HANGER a*x H5 - -45511(Jacka Only) HUS26 + 2751! -12861 100 1ply NTS12 - -10001 HUS26 • + 3315! -1550!116d 1ply NTS12 - -20001 2 Eech HHUS48 • + 42990 -16601 10d 2ply MTT268 - -37861 2 Each� Ii0d! HHUS48 • + 51801 -20000 16d 2ply MT1288 -4455! 2 Each)))) 116d HGUS48 • + 66400 -2199! 10d 2p 1y MST60 -4688! Per 2ply) HGUS48 + 8000! -2650! 16d 2ply CS150 - -16501 1E ch) HGUS5.5• +11335! -3945! 16d 3ply ------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -�� 3 5X7 (6 1.5X3 3X4 3X5 m 3X5 ) co 1.5X3 1 .5X3 6 (7 X5(A 1) 9' 3x5(A1) 3X4 T =3 X 3 4 '--- 20' 11"8 16'0"8 -{ N 37' R=1055# W=3"8 R-1899# W=3" R=830# W=3"8 S. SED: 18061 SAT. TYP.—ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 0 1/18/95 TC LL 30 .0 PSF REF ISO, **IMPORTANT I1 If,HALL Not BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H1B-01 aY TPI. SEE THIS DESIGN ��" s F��., TC DL 7 .0 PSF DATE 01/1B/95 FAILURE 10 W110 SHE til.SS IN CONFORMANCE 111111 051118 BY IPI FOD AUOIIIONAL SPECIAL PERMANENT BRACING ITE ` �� 0�_" ALPINE CWf{CIORS ARE MADE OF 206A GALV. STEEL MEETING AS1N 0u I11t MENTS. UNLESS OIHLAVISE INDICATED. IOP - - BC OL 10 .0 PSF DRWG A446 GR B BACEPI AS NOTED. APPLY CONMECTORS IU EACH FACE OF CHOW SIUUL BE LATERALLY aHACED"Illi PROPER 5606 TRUSS AND LRAESS CiNERNISE LOCATED ON THIS OtSIGN, POSITION. LV ATIACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF L JS CDNNECIORS PCR 014ANINGS 13C. ts0 C ISOA-F DESIGN STANDARDS NIhN PITU'ERLY ATTACHED RIGID CEILING -- SEL - STATE OF 47 .0 37-0-0 \ p.; TOT.LO. PSF 0/A LEN. CM/TMWN N/u•PN IC ARIL P1IUYISIONS OF NOS C TPI AN ENG IMECM'S A.PINE TE[rdNl[AL UPDATE 17/1/=11 FIMT.'HtW'ER sEAL DN T•NIS au"iNC APrry 115 TO bE COIII'ONENI DEPICICC NM•E. hINTNAIN ANxy.ICAItON. fWWi511 A COPY d q,IS F EORTop��jQ. OUR.FAC 1 33 IN UN.I Y AN:: 5"A . 1:.'1 UC •Kr ILI)UPUN IN ANY 011(�N MAY it,;l('.N IMI :14 INu55 ERECTION CONTIiACI[;A 1TvE E•',.� �nnrTKir an n" IviTr Snnr IDb: 5- 43) LOT 95 / T11 37'0 TRAYMM HIS OWG. PREPAREDOM COMPUTER INPUT ILOADS 6 DIMENSIONS) U M TTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ((LB : 500 910 360 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 580 MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1x4 'T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS a 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMM UPLIFT NNN NxN HANGER NNN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jacks Only) HUS26 - + 27511 -12860 fOd 1p MTS12 - -10000 HUS26 - + 33150 -15500 16d 1ply CONTRACTORS NARHING: MTS12 - -20001 2 Each HHUS48 - + 42990 -16600 10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -37861 2 Eech 110d) HHUS48 - + 5180/ -20000 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455112 Each ON HGUS48 - + 66400 -21990 fOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS15O - -1650#(Eachjply) HGUS5 5- +113351 -39450 f6d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19'6" 17'6' 5X5 •5X3 1.5X3 Xq m X5 r+ 3X5 (A) • 1.5X3 0 1.5X3 6 X5(A 1) 3X5(A 1) 3 �--- 20' 11"8 37 R-1061# W=3"8 R=1886# W=3" R=837# W=3"8 I u 11 REO: 83986 TAG T4! —ALPINE DESIGN CRIT-TPI OTY = i TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRDOMTL INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t XIMPORTANTItX SHALL NOT EE RESPONSIBLE FDR AMY ARNING IN mumim ERECTION AND DEVIATION FROM THIS DESIGN OR TEM SKCIFICA/10NS. QR ANY auuNG. EEE HIS-QI OY IPI. SEE THIS DESIGN .�` us � TC OL 7 .0 PSF DATE 01/18/95 FAILURE10 BUILD THE TRUSS TN COKORMAWA-p11N OST00 OY TPI. FOR ADOMONAL SPECIAL PERMANENT BRACING RE - S� F ''ALPINE CGNECTOf ARE "ADE OF 20"QALY. STEEL MEETING ASIA QUIREMEMIS. UNLESS OTHERWISE INDICATED. TDP - BC DL1O O PSF DRWG A446 SR B EXCEPT At NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 - ?RUSS ANO UNLESS OTNEMISE LOCATED ON THIS DESISN. POSITION LY ATTACHED PLYWOOD"AIMING. BOTTOM CHORD M B('. L L O • PSF L JS CONNECTORS PER DRAWINGS 130. 150 C IEOA-F. DESIGN STANDARDS MAIN PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L D. 47 .0 PSF O/A LEN. 37-0-0 CONFORM M/APKICAKE PROVISIONS OF NDS C TPI. AH ENGINEER'S ALPINE TEGNICAL UPDATE 17/1/811 FOR PROPER [0R10� P SEAL ON THIS ORAMIM6 APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF THIS ., F Q•� DUR.FAC. 1 .33 1N OKY• ANO SHALL NOT BE REL NEO UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. �� INE EA`'��� ..._.. _.- SPACING 24.0" TYPE SPEC Job: 5- 5 OT - Tf '4" COMN GIRDER V T " S6 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 601 CHORD 2x4 SP :2 N UPLIFT (LB1: 560 550 WEBS 2x4 SP :3 BRG.LOC (FT): 0.00 13.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . r1 HIP DESIGNED TO SUPPORT 06-08-00 JACKS WITH NO WEBS. ENCLOSED BUILDING 11991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MuST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W-Gravity (-)-Uplift --------------------------------------------------------------- NAx UPLIFT ANA I WITH HANGER TINA H5455:(Jacks Only) I HUS26 - r 2751/ -1286:(10a 1ply) MTS12 - -10001 HUS26 - + 33151 -1550:116tl 1plyI MTS12 - -20001(2 EaCh) I HHUS48 - + 4299/ -1660:(foci 2ply) I4TT288 -.-3786:(2 EaCh) (fOtli) HHUS48 - + 51800 -20000(16d 200 MTT288 - -4455:12 Eachi 16tl)I NGUS48 - + 6640: -21991(100 2p1y) MST60 - -4688:(Per 2ply) HGUS48 - + 8000: -265001160 2pIy) CS150 16501 Eech) I HGUS5.5- +11335: -394501160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'4" 6'8" 6'8" 4X4 (R) m 3X6 4X5 m 6 p m 2X10 (AU 4X7 5X6 X10 (Af) 11 4'3 _9' a 4 5X7 �-►—2' ---}--3'3"8 —�--- —6'9" — 3'3"8 13'4" 6'8" 6'8" — R=1311# W=3"8 1032# R=1127# W=3"8 TAG = T12 SED: 16309 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY All I TOTAL - f REV. 17.2n SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE 08/03/95 TCLL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEr'� _ n 1\ DEVIATION FAUN THIS DESIGN OR IIESE SPECIEICAIIONS. OR ANY BRACING SEE HIB-91 BY TPI SEE THIS DESIGN Y�t♦'US 6. TC EIL 7 .0 PSF DA TE 08/03/95 FAILURE TO BUILD THE TRUSS IN CDNFORMANCEIN1 III OSIOB BY fPl FOR ADDITIONAL SPECIAL PERMANENT BRACING RL - ` v ALPINE CONNECTORS ARE MADE OF 20GA GALY SIM MEETING ASTM QUIREMENIS UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 -0 PSF ORWG 0 A446 OR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERAILY BRACED WITH PROPER - 5606 - TRUSS AND UMIESS OTHERWISE LOCATED ON THIS DESIGN POSITION TV AfTACHEO FNYWOOO SHEATHING. BOTTOM CHORD IT - BC LL 0 .0 PSF LJS CONNECTORS PER DRAWINGS 110. 159 c 1GOA--F DESIGN STANDARDS WITH PROPERLY •IIACHEO RIGID CEILING — SEE STATE OF _ TOT L0. 47 O PSF 0/A LEN 13-4-0 \\\v\ V CONFORM"/APPLICABLE PROVISIONS OF NOS C IPI AN ENGINEER'S ALPINt IECHNICAt UPOAIE 17/1/911 FOR PROPER ' P SEAL ON THIS DRAWING APPLIES f0 TLE COMPONENT DEPICItO HERE ORYWAIL APPLICATION FURNISH A COPY OF THIS E O JOUR.FAC 1 . 33 IN ONLY, AND SHALL NOT BE TIL ILO UPON IN ANY OTHER WAY. DESIGN TO HE INUSS ERECT ION CONTRACTOR. ��` T"T , I—— cn All 1"1..,1�11 Nrn - InoH NATInNA, IKG N ern rn Tru 1n 1n1l "nrin rnN nT tTnN rr lllrl SPACING SEE A80VF IYTI( �PF� )U: (5-0143) OT T13 37-0 TRAY HIP 7 THIS WG. PREPARED FROM COMPUTE NPT LOADS -&-DIMENSIONS) SUBMITTED BY TRUSS MFR. IOP CHORO 2x4 SP 02 N :T3 2x4 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )OT CHORD 2x4 SP 02 N :84 2x4 SP #1 Dense: UPLIFTILBI: 340 750 750 85 2x4 SP #1 N: BRG.LOC FT : 0.00 13.04 36.71 WEBS 2x4 SP 13 :W5 2x4 SP 12 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN 7EAHING BLOCKS: NAIL TYPE: 0.13Jx3.0y_nails -------------------- ------------------------------------------ 3RG X-LOC 08LOCKS LENGTH/8LK #NAILS/BLK TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 1 13.042' 1 12' 8 ------(*)-Gravity (-)-Up l i f t VOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. ------------- --------------------------------- 3EARING BLOCK TO BE SAME SPECIES. SIZE C GRADE AS CHORD. mmm UPLIFT NNMNNN HANGER man H5 - -4550(JackS Only) I HUS26 - + 27510 -12861(100 toll (A) 2x6 *I' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH MTS12 - -10000 1 HUS26 - + 3315# -15500(166 _ply 160 NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -2000#12 Each HHUSIB - + 4299# -16601 f0tl 2ply ERECTION CONTRACTOR. MTT288 - -3786#(2 Eachh odi HHUS48 - + 5180# -20001 16d 2ply MTT288 - -4455#12 Each (16a HGUS48 - + 6640# -2199# 106 2ply > RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MST60 - -4688#IPer 2ply) HGUS48 - + 80001 -2650# f6tl 2pll Must BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 - -1650#(Eachl-------- HGUS5.5_-+133351-_39451-166 3ply --------------------- ------ SPECIAL LOADS REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS TC - From 74 PLF at -2.13 to 74 PLF at 13.29 TC - From 161 PLF at 13.29 to 161 PLF at 30.00 1C - From 74 PLF at 30.00 to 74 PLF at 39.13 BC - From 20 PLF at 0.00 to 20 PLF at 13.29 8C - From 45 PLF at 13.29 to 45 PLF at 30.00 OC - From 20 PLF at 30.00 to 20 PLF at 37.00 8C - 579 LB Concentrated Load at 30.00 97' — 11 21X6— 7 5X5 SX6 3X4 T3 5X5 T6 p 3X4 1 .5X3 4'10'3 so 3X8(81) 9 X35 (Ail 1' 5X8 3^6526512 i X I' _'8� ,npX5 3X5 85 �--- 13'0"8 5X6 23' 11"8to —� �^u � --6'9" --�—'^-fi 23'8"8 �� 37 ' _I 30' -}--'7 R=6280 W-3"8 R=33080 W=3" R=22970 W=3"8 = SEO: 18066 ALT. TYP3-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL 1 REV. 17,2Im SCALE =0. 1018 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/18/95 TC LL 30 .0 PSF REF ((��2 XX I MP OR T AN T XX SHALL NO[ SE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 0 VIA110N FRIM 11915 DESIGN OR I ESE SPECIF1CA110NS. OR ANY BRACING SEL 11110-9/ IIY IPI, SEE THIS DESIGN �US -7" •�, TC DL / .0 PSF DATE 01/18/95 FAILMIE 10 BUILD 114 #A-SS IN CONFORMANCE'WIN OSTBB BY IPI. FOR A001110NAL sKciAL PEWurENt BRACING RE ALPINE CONNECIORS AaE MADE OF MGA GALY. STEEL MEETING ASI. OUINEMENIS. LIALLSS 01 ERMISE INCIICAIED. top _ - BC DL 100 PSF ORWG A446 GR a EXCEPT AS N01E0 A14'LY CONNLCIORS 10 EACH FACE OF CHOPo7 SHALL BE LAICRALEI DRACLO MIIH PRDPER 5606 EIC L L 0 0 PSF L JS IRurwSS AND IESS OIIER"ISF tUCAIED ON (HIS DESIGN. POSITION IT AIIAC ED ILYNOt1D SHE10 SHEATHING. 1101 .CHORD = N CONNECTUA5 PLN DIIAMINGS 130. ISO C 16MA-F, DESIGN STANDARDS Hilt.PROPLHI/ AIIACIED RIGID CEILING -- SEE -C $#ATL 11F (O1 L.D. A7 O PSF (1/A )_EN 37-0-0 \ CUNOIMI H/A:P1 ICA.i PIIUY151LWS Of NOS C IPI. AN ENGINEEII'S ALPINE 1CCINICAL W41AlE Q/t/Sll FON Pf101'CR Q . SIA: DHA #HIS:NIAAING APt.1115 IC• lot COMPUNL111 DEPICIE11 IM.IIL IHIYHAIL AlW11CAllDw FWM:SI. A CUIIY IIF lulls LO n10� Q DUR.FAC 1 . 33 Il� I.Ow.• Aw.l 5• , K:1 'i :i i...PL+ :w Alit (111yN NAY :N,:EJ: IU I.a IIM.5:1 tllf C:Illw FUN111A(IDI+ CINEE� • '--- —_----- —""_ cnA(-TNf,, �n n" r ,pFf o 5- 4 4 TRAY HIP 9 THIS OWG. PREPARED FROM COMPUTER INPUT LOAD DIMENSIONS) SU8MITT 0 t3Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 801 CHORD 2x4 SP 02 N UPLIFT ILBI: 410 800 650 WEBS 2x4 SP 03 BRG.LOC LIFT : 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WINO SPEED At 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ----------------------------------` /H---------------------------- 8d NAILS 1 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFTANGER REQUIREMENTS ERECTION CONTRACTOR. (+l-Gravity (-) Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MMM UPLIFT MMM MMM HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 4550(Jacks Only) HUS26 At + 2751# -1286! fOd 1ply MTS12 40000 HUS26 - + 33150 -15501 16i� sply CONTRACTORS WARNING: MTS12 -2000#(2 Each HHUS48 • + 4299# -1660: 10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTT288 - -3786#12 Each IN HHUS48 - + 5180# -2000# 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -44551 2 Each 116d) HGUS48 N + 66400 -2199# sod 2p11y)) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688# Per 2ply) HGUS48 At + 80000 -2650# 16d 2ply) CS150 - -16501IEach) HGUS5.5- +113350 -3945# s6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X6 X5 T ;Y1 1.5X3 p) 1 .5X3 0 6 P;- X5(A 1) X5(A i) I ?i T-��9e , X 5X12 �-- 13'4" 23'8" N 4,3.8 32'8"8 37' R=375* W=3"8 IR=234911 W=3"8 R=1060# W=3"8 M PLT.-TYPO-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL ! REV. 17.2m SCALE 8-0.1667 ALPINE ENGINEERED PRE)"rli, INC. IRUSBEII REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF X W IMPORTANT W X SMALL NOT eE RESPONSIBLE FOR ANY' ARNING IN MANOLINI. ERECTION ANO OEYIAgON FAON iNiS DESIGN OR I/fSE SPEC1fJCAilOtb. oa ANr BRACING. fEE Nle-fl er iPl. 8EE iNlf 11EfIGN �`' 1f'�,, TC OL7 .0 PSF GATE O1/18/95 %t,@ FAILURE /0 BUILD TIE TRUSS IN CONFOAMANd MiN OSTOB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - t -OLLPINE COW/EC i0R3 ARE MADE OF 20GA fALY. fTEEt NEE IINO AfTN l)1RIRENE"IS. INa.ESS O?NERNISE INDICATED, LOP BC DL 1O O PSF DRWG OAAAS GR a E1tCEPI AS NOTED. APPLY CONNECTORS 10 EAC"FACE OF CHORD SHALL BE LATERALLY BRACED NIT"PROPER 5606IRUBS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIIION LY AITACIEO PLYWOOD&rtATHING. BOTTOM 0111" N 8C LL 0 •0 PSF LJS CONNECTORS PER DRAWINGS M. 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE -( Surf OF TOT.LD. 47 .0 PSF' 0/A LEN. 37-0-0 COK01M M/APPLtCABIE PROP tSlON4 Of NDS f iPl. AN ENGINEER'S ALPINE IEGNICLL uPOATE U!1/B tl fOR PROPER L 0 RIO t.`SELL ON THIS ORAW INC APPLIES 10 111E CONPONENI DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS . Q DUR.FAC. i 3 3 NN erM r AM 11—ti NOT 01 RE11E0 UPON IN AMY OTHER WAY, DESIGN TO I E TRUSS ERECIION CONTRACTOR. ,, INFE�..`` ...-... „.. t-flC r" to b' 5—O 43) LOT 95 / T15 37-0 TRAYW PAR FROM COMPUTERL AO MEN ONS SUBMITTED 13Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LBJ: 390 840 640 WEBS 2x4 SP 03 BRG.LOC 1FT : 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT ■ 15.00 FT. ENCLOSED (A) 1x4 'T' BRACE. SAME GRADE AS WE8 MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS ERECTION CONTRACTOR. (0-Gravity (-)-uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NNN UPLIFT Nxx *mm HANGER xxx MuST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 45501Jacks Only) HUS26 - + 27510 -12860 100 1ply NTS12 - -1000! HUS26 - + 33151 -15500 Wd 1ply CONTRACTORS WARNING: 14TS12 - -20001 2 Each HHUS48 - + 42996 -16600 fOd 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MIT288 - -3786! 2 Each (10d)j HMS48 - + 5180! -20000 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455! 2 Each (16d) HGUS48 - + 6640! -2199! 10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NST60 - -4688! Per 2ply) HGUS48 - + 8000! -26500 16d 2ply) CS150 - -16501 Each) HGUS5.5- +113350 -3945! 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS T5X7 t,5X3 I6 3X4 (A) (A) 1.5X3 6v X5(A 1) 3X5(Ai) —T--�9 �3 I. X a 3 5X5 I--- 13'4m 23'8" -� �N 4'38 32'8"8 37' R-4960 W-3"8 IR=2i44# W=3"8 R=1144# W=3"8 ,' u PLT. TY .—ALPINE - DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCAALE8-091667 ALPINE ENGIMEEREO PRODUCTS, INC. TMUSSES REQUIRE ExTRENE CARE 01/18/94 TC LL 30 .0 PSF REF 1f I MPORT ANT**SHALL NOT tE RESPONSIBLE FIR ANY ARN I NG IN HANDLING. ERECTION AND A n DEru11oN FRw THIS/ES/IN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIS-SI BY TPI. ME THIS DESIGN .�`'' ' F'�,, - TC DL 7 .0 PSF DATE 01/18/95 FAILURE 10 BUILD THE TRUSSINCONFOWUNCE*WITH OSTBB BY IPI. FOR ADDITIONAL SPECIAL PERNANENI BRACING RE J11 ALPINE CONNECTORS ARE NAGE/F 20IA QALY. STEEL MEETING ASTM QUIRENENIS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A444 GR B EXCEPT AS NOTED. APPLY CONNECIORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - IRUSS AND 1ALE55 OtHERM(SE LOCATED ON THIS DESIGN POSITION LY ATTACHED PLYro00 SHEATHING, BOTTOM CHORD N BC L L O .O PSF L JS CONECIORS PER DRAWINGS 1w, IDR S /SOA-F. DESIGN STANDARDS WITH PF40KALY ATTACHED 91610 CEILING -- SEE STATE OF - TOT.LO. 47 .0 PSF 0/A LEN. 37-0-0 CONFOM W/APPLICABLE PROVISIONS OF ID{G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS F. 0RIC Q•� OUR.FAC. 1 . 33 r"nur AM e�w1NfIT Ib:REL NEO UPON IN ANY OILER MAY. DESIGN TO LIE TRUSS ERECTION CONTRAC NOR. JNCFPb�� __ — •� rnrn Ob: (5-0143) 7' A P N . PREPARED FROMCOMPUTER NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 02 N UPLIFT ((LB): 390 840 630 WEBS 2x4 SP 03 BRG.LOC (FTM: 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------+ /M------------------------------------------ 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFTANGER REQUIREMENTS ERECTION CONTRACTOR. ( )-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MAIN UPLIFT MMM MMM HANGER MMM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455!(Jacke Only) HUS26 - + 27510 -12861 fOd iply NTS12 - -1000! HUS26 - + 3315! -1550! 16d iply CONTRACTORS WARNING: MTS12 - -2000!(2 EeCh HHUS48 - + 42990 -1660! iOd 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786! 2 Each � ll0d) HHUS48 - + 51800 -2000! 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455! 2 Each ((i6dl) HGUS48 - + 6640! -2199! 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688! Per 2p1y1 HGUS48 - + 80000 -26500 16d 2ply C5150 - -1650! Each) HGUS5.5- +113350 -39450 16d 3ply -- ------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' 5X5 3X4 5 5 T m 3X4 X4 ev 1 .5X3 lX5(A 1) =3r3X5(A 1) 3M 3%3X7 1.5X3 —::=3 5X12 13'4" 23'8" --� 4'3'8 32'8"8 37' — -- R=422# W=3"8 8=22760 W-3"8 R=i086# W=3"8 M SEO: 84003 PLT.=TYPE—ALPINE DESIGN CRIT-TPI OTY 1 TOTAL - I REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF FIEF XXIMPORTANT)(H E11ALL Nov u RESPONSIKE FOR ANY WARNING IN HANDLING, ERECTION AND A DEVIATION FROM THIS DESIGN OR THESE SPECIPICAII&A. OR ANY BRACING. SEE N1e-91 Sr TPI. ME THIS DESIGN �`'{"�'," f'�., - TC OL 7 .0 PSF DATE 01/18/95 FAILURE 10 SUILO 1/E TRUSS IN CONFORMANCE"KITH 0113118 B SY TPI. FOR ADDITIONAL SPECIAL PERMANENT OWING RE - , v K - ALPINE CONNECTORS ARE MADE OF 20GA SKY. STEEL MEETING ASTM OUIREMENIS. UNLESS OIHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONECTORS 10 EACH FACE OF CHORD L1ALL BE LATERALLY BRACED WITH PROPER - TRUSS W&M GTHERMI5E LOCATED ON THIS DESI6K POSITION LY ATTACHED PLYM000"ATHING. 110110"Chow N56D6 ANO = BC LL 0 .0 PSF L JS CONNECTORS PER CRAVINGS 130. 130 E 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 8I010 CEILING-- SEE STATE DF TOT.LO. 47 •0 PSF O/A LEN. 37-0-0 CONFORM M/APPIICAKE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE 17/1/111) FOR PROPER , P� SEK ON THIS DRAWING APPLIES TO INE COMPONENT DEPICTED MERE DRYWALL APPL14/10N. FURNISH A COPT OF 11119 OAID�Q', DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. i F WEEP`',.` [.1"1 A/�.T A.(` n A n lob' 5- 4 T 7 37-0 TRAYP 15 THIS OWG. PAR R M COMPUTER INPUT_ (LOADS DIMENSIONS) SU M TTE Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 320 660 520 WEBS 2x4 SP /3 BRG.LOC (FTI): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH + - 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. ( ) Gravity (-)-Uplift ------------------- ---------------------------------------- (8) 2x4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MMM UPLIFT MMM Rxx HANGER xBB 16d NAILS 0 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY H5 - -4551(Jacka Only) HUS26 - + 2751/ -12861 100 1ply ERECTION CONTRACTOR. MTS12 - -10001 HUS26 - + 33150 -15501 i6d 1ply NTS12 - -2000112 Each 1 HHUS48 - + 4299! 16601 fOd 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTT288 - -37860 2 Each) �IOdj HHUS48 - + 51800 -2000/ 16d 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 44551{2 Each1) 16d HGUS48 - + 66400 -21991 10d 2ply MST60 - -4688/(Per 2ply) HGUS48 - + 8000/ -2650! 16d 2ply1 CONTRACTORS WARNING:. CS15O - -16501 Each) HGUS5.5- +113351 -3945! 16d 3ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. -J - 17' -5 15. 5X5 X6 m 3X5 X4 AI (B) 1.5X3 0 m 1.5X3 6 v X5 (A i) T �9. �3 X5 Uil 1, X yB a3 5X12 �- 13'4" 23'8" --I 4'3"8 32'8»8 �N 37' _ _I R-4420 W-3"8 R-226211 W-3"8 R=1080# W=3"8 4 TAG - T47 SED: 84040 PLT. TY�.-ALP N DESIGN- CRIT-TPI OTY - TOTAL - I REV 7.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REODUIE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF n2 X X IMPORT ANT X*WALL TOT SE RESPONSIBLE FOR ANY WARNING IN NMtOLIND. ERECTION NO -- ^ 1!\\ZVVL OEYIAiION FROM THIS DESIGN 011 THESE SPECI(ICAt(pb, OR ANY BMCtNO. SEE N18-91 BY IPI. WE THIS DESIGN �� �� TC DL 7 .0 PSF DATE 01/18/95 FAILURE TO SUILO THE IIY$ F S IN CO OMA# SIIH OSt"SY TPI. FOR ADDITIONAL SPECIAL PE04AWNT BRACING RE , F '� - O\\\\v_ ALPINE CON/ECIORS ARE"AGE OF 206A OKY. STEEL MEETING AST" OUIRE"ENTS. UNLESS OTHERWISE IIOICATE4 IDP - BC OL 10 .0 PSF DRWG STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT. A441 BR B EiCEII AS 000110. APPLY CONNECTORS TO EACH FACE OF CHDRD SHALL BE LATERALLY BRACED Mi1H PROPER - 5606 - van$MO UNLESS OTNEATN7NG,RMISE LOCAtEO ON THIS DESIGL POSITION LY ATTACHED PLYWOOD SHEBOTTOM CHORD W IC LL 0 •0 PIF LIS CONNECTORS PER DRAWINGS M. 150 S ISOA-F. DESIGN L.D. 47 .0 PIF 0/A LEN. 37-0-0 I CGFORN W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE PWOO FNM PROPER LO pTO� <: SEAL ON THIS GUYING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � OUR.FAC. 1 . 33 tN OMLV, ANO SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE THUS$ERECTION CONTRACTOR. 5 _- - _ �'i, INEER,.. rn 1.-I. PYA n• ...., r=no�- Job: (5-01431 8 '0 TRAY P 17 THIS OWG. AR N COMPUTER INPUTA C DIMENSIONS) SUBMITTED BY THUS$THUSMFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP !2 N UPLIFT (LB): 390 830 620 WEBS 2x4 SP !3 BRG.LOC FTI: 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. 111111 UPLIFT xxx xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4551(Jacka Only) HUS26 - + 27510 -12860 fOd 1ply) NTS12 -1000! HUS26 - + 33150 -15500 1Ed 1ply CONTRACTORS WARNING: NTS12 - -20001 2 Hch HHUS48 - + 42990 -1660! fOd 2ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 -37861 2 Eech1100) HHUS48 + 51800 -20001 16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44551 2 Eachllll ((16d1) HGUS48 - + 6640! -21990 10d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NST60 - -4688! Per 2ply) HGUS48 - + 80000 -26501 16d 2ply CS150 - -1650! Each) HGUS5.5- +113350 -39451 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS 5X5 5 3X5 X4 m X5 3XAX5 (AI 1.5X3 CR 6p X5(A1) 3X5(A 1) T�9 �3 _i 3X4 0 3 5X5 13'4" 23'8" 413N8 328"8 37' R=643# W-3"8 A=19210 W-3"8 R=1219# W=3"8 r• N TAG T118 SEO: 84023 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/IB/94 TC LL 30 .0 PSF REF WIMPORTANTXK SHALL NOT BE RE9041BLE FOR ANY WARNING IN NANOLENG. EREcTIoN AND DEVIATION Front THIS DESIGN OR THESE SPECIfICATIONs. OR ANY BRACING. SEE NIB-91 BY IPI. SEE THIS DESIGN - ��l-l1t'us ., TC OL 7.0 PSF DATE 01/18/95 ^ FAILURE TO BUILD INE TRUSS IN CONFORMANCE B11H OSTBB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - V - O\\\\\V�_ ALPINE CONNECTORS ARE MADE OF 206A BALM. SIEEI MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - 8C OL 10 •0 PSF DRWG O AMB 60 B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5506 TRUSS AM LOCESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. SOtTOM CHORD M ' BC LL 0 •0 PSF LJS CONNECTORS PER DRAWINGS 130. 150 S 16CA-F. DESIGN STANDARDS WITH PROPERLY ATIACHEO RIGID CEILING -- SEE STATE OF T D T L D. 4 7 0 PSF D/A LEN. 37-0-0 \U\ V CONFORM M/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' P (pi�I SEAL ON HIS DRAWING APPLIES TO t1E COMPONENT DEPICTED HERE ORVWALL APPLICATION. FURNISH A COPY OF THIS t O qt0 Q•` DUA.FAC. 1 33 n4V IN ONLY. AND SKULL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 IRE tRUSS ERECTION CONTRACIOR. 111. 4NEt1'-." --..+..... lob: 5- 14 T 9 TRAY OMM N THIS OWG. PREPARED ROM COMPUTER INPUT (LOADSDIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 62 N UPLIFT (LB): 390 830 620 WEBS 2x4 SP 13 BRG.LOC (FTI: 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 13 NEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH 12) 8d NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (+l-Gravity (-)-Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------------------------------------- xxx UPLIFT mum ( mux HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -45501Jacke Only) HUS26 - + 27510 -1286# 100 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 HUS26 - + 33150 -1550# fEd 1ply� MTS12 - -2000/(2 Each HHUS48 - + 42990 -1660# 10d 2ply CONTRACTORS WARNING: MTT28B - -3786# 2 Each (10d) HHUS48 - + 5180# -20001 16d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -44551(2 Each 116d) HGUS48 - + 66400 -2199# 10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688# Per 2ply) HGUS48 - + 8000# -26500 16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650► Each) HGUS5.5- +113350 -3945# 16d 3ply) - ------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17'6" --� 5X5 4X5 X4 m (A) -y 3X5 (A) X .5X3 0 3X4 (A) 6 p t =IC X5 (A 1) 3X5(A 1) X 4 3 c 3 5X5 �-- 13'4* 1. 23'8" -� 4'3N8 32'8"8 37' -1 R=5310 W-3"8 I.R-21160 W-3"8 R=1136# W=3"8 TAGT 9 SEO: 84044 P(.T. TY .—ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 17.2m SCALE -0. 1667 ALPINE E14INEERED PRODUCTS. INC. #BUSSES REWIRE EXIEENE CARE 01/i 8/94 TC LL 30 .0 PSF REF X X I MPORT AN T N x s-ALL NOT SE REsm4wLE FOR ANY WARN I NG IN HATOLINR ERECT7DN ANO n 1\ DEv1ATION FROM TNI&DESIGN OR THESE SPEC,IFICATI04. OR ANY BRACING. SEE Nu-21 21 TPI. SEE THIS DESIGN el, 1C OL 7 .0 PSF DATE 01/18/95 FAI►WE TO WILD THE TRUSS IN COIFOON1ANCE MIIH MISS BY TPI. FOR ADDITIONAL SPECIAL PERMA ENT BRACING I� - K►INE CONNECTORS ME MADE OF 20GA QALY. STEEL NEETINO ASTM GUIRENENtS. UNLESS OTHERNI5E INDICATED. TOP BC DL 10 .0 PSF DRWG ARAB GR B EXCEPT A!NOTED. APPLY CON ECTORS TO EACH FACE OF CHOW!HALL BE LATERALLY BRACED NIT"PROPERTRUSS AND UNLESS OTtERNISE LOCATED ON THIS DESIGN. POSITION LY ATTAC ED PLVXOOD SHEAIHING. 8011004 CHOROBC LL 0 •0 PSF LJS tol+ECior4 PER pUNINGS(>fD,,150 C ffiOA-F. DElICN fTANOARo! M[IN PRORKRY AITAGEO RIGID[E#LING -- SEE TOT.LD. 47 .0 PSF. 0/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF"D!5 IPI. AN ENGINEER'S ALPINE TECMICAL UPDATE II/1/911 FOR PROPER �sEuaN TNIf ORANING APPLIES IO THE COMPONENT OEPICIEO RERE DNYNALL APPLICATION. FURNISH A COPY OF THI9 DUR.FAC. 1 .33 .. .. e .` ,. 0 b: 5-D 43) LOT 95 / T20 16'3 HTPM 7 THISH PARD FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED Y TRUSS MF . TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 01 N UPLIFT (LB): 700 710 WEBS 2x4 SP 13 BRG.LOC (FT11: 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFT/MANGER REQUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH (+)"Gravity (-)-Uplift Bd NAILS a 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. xxx UPLIFT xxx xxx HANGER xxx H5 -455/(Jacks Only) HUS26 - + 27511 -1286/ !01 (ply) 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. MTS12 - -1000/- HUS26 - + 3315/ -1550! 16d iply� JACKS HAVE NO WEBS. NTS12 - -20000(2 Each) HHUS48 - + 42991 -16600 10d 2ply MTT288 - -3786:(2 Each IOd) HHUS48 - + 5180/ -2000/ i6d 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTT288 - -4455 (2 Each �16d) HGUS48 - + 66401 -2199: 10d 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NST60 - -4688/((Par 2ply) HGUS48 - + 80001 -26501 16d 2ply CS150 - -16501 Each) HGUS5.5- +11335/ -39451 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7, - 9t3W J 4X5(R► 3 m c*I 1.5X3 A) = o � 6 p -, m � 43 2X7(A i) 514 16'3" - 2s 16'3* J 7. 9'3" J R=1575# W=3"8 1 578# R=1707# W=3" PIT. TY .-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCAALEB403�750 ALPINE ENGINEERED PROODCTS, INC. TRUSSES REQUIRE ExTRENE CARE 01/18/94 TC LL 30.0 PSF REF X X I MPOR T AN T X X SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN NANOLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPEC#ICATIONG. OR ANY BRACING. SEE HIN-91 !Y TPI. SEE THIS DESIGN STI♦'�' ����� T(,' OL 7 .0 PSF OA TE 01/18/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE 011M OSTM BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v - O\\\\\VVj ALPINE COMfCIONS ARE MADE OF 20GA GALY, STEEL MEETING ASTM GUIIENENTB, UK I,.OTHERWISE INDICATED. TOP BC OL 10.0 PSF ORWG MAB GR B MEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ B(. LL 0.0 PSF L J S TR/SS AND UNLESS OTHERWISE LOCATED ON THIS OESICK POSITION LY ATTACHED PLYWOOD"AIMING. BOTTOM CMUAO xCONNECTORSCOCTORS PER DRAWINGS M. 150 S 150A-F. DESIGN STANDARDS MIT"PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T 0 T.L 0. 47 .0 PSF O/A LEN, 16-3-0 R1 CONFON/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/011 FOR PROPER ' LOR1� P_ SEAL ON THIS ORA APPLIES 10 THE CO Pit DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� ouR.Fac. 1 .33 t"N V AM&Auu11 NOT RE REUEO UPON IN ANY 01HER MAY. DESTON 10 fit TRUSS ERECTION CONTRACTOR. )NFFPh.� -_ . -_..- _ ,N r nu lob: (5-0143) OT T -3-8 HTPM 9 THIS OWG. PARE RON COMPUTER INPUT (I.OADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT SLB): 430 380 WEBS 2x4 SP 13 BRG.LOC FT : 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 6 6A O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS ERECTION CONTRACTOR. (0-Gravity (-)-Uplift RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. www UPLIFT NNN NNN HANGER *NN H5 - -455/(Jacks Only) HUS26 - + 2751! -12860fOd 1ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -10001 HUS26 - + 3315/ -15501 i6l 1ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 - -2000/ 2 Each1 HHUS48 - t 42991 -1660/ i0d 2ply MTT288 - -37861 2 Each 1 (fOd) HHUS48 - + 51804 -2000/ f6d 2ply MTT288 - -44550(2 Eachll11h,16d1) HGUS48 - + 66401 -21991 fOd 2ply MST60 - -46881 Per 2ply) HGUS48 - + 80001 -2650•j,6d 2ply CS15O - -16501 Each) HGUS5.5- +113350 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' 7'3"8 ---i 06 1 3 1.5X3 (A) o cF1 rE Q 6 � o 2X4 (A i) A*3 9. 4 B. � _2 16'3"8 R-9380 W-3"8 R=732# W-3"8 4 36 PLT. TY�.-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - REV. 17.2m SEA:SCALE -0 80. .3750 ALPINE ENGINEERED PRODUCTS. INC. Te AMS REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF 2 lE I MP OR T AN T W*SNAIL NOT Of RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND Of SATION FROM THIS DESIGN OR HESE SPECITICATIONS, OR ANY BRACING. SEE NIB-91 Br TPI. SEE THIS DESIGN �`"'11 F'�., TC DL 7 .0 PSF DATE 01/IB/95 n v FAILURE TO BUILD THE TRUSS IN CONFORMAICIE WITH Olt"BY TPI. FOR ADDITIONAL SPECIAL PE&TANEN1 BRACING RE - , 3 - O\\\`�/ ALPINE CONNECIORS ARE MADE OF 20"GALV. STEEL MEETING ASTM QUIREMENIS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10•0 PSF DRWG A446 GO B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL SE LATERALLY BRACED WITH PROPER - - IRUSS ANO UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD"AIMING. BOTTOM CHORD N5606 BC LL 0 •0 PSF (-JS CONECTORS PER DRAWINGS 130, 180 S ISOA-F, DESIGN STAMOAROS WITH PROPERLY ATTACHED.1610 CEILING --SEE STATE 01 TOT.L 0. 4 7 .0 PSF D/A LEN. 16-3-8 C0IFOM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FOR PROPER ' P SEAL 0M THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 1111S L O RTO Q `� OUR.FAC. 1 .33 IN ONLY, AND 811ALL NOT_DE RELIED UPON IN ANY DINER NAY. DESIGN TO 111E TRUSS ERECTION CONTRACTOR. INEE�',�� nn.nTG.•r n w n•' ,,.,� /1T OAA ob: 5- 43) LOT 95 / T22 16-3-8 HTPMW . PREPARED FR0 NPU (LOADS M N O S SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT 1LB): 420 400 WEBS 2x4 SP 03 BRG.LOC (FT : 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED " 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (*)"Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT xxx xxx HANGER xxx H5 -455#(Jack. Only) HUS26 . + 27511 -1286# 1Od 1ply� MTS12 - -10000 HUS26 - * 33150 -15500 i6d iply MTS12 -2000#((2 Each HHUS48 - * 42991 -16600 fOd 2ply MTT288 - -3786#(2 Each) (IN HHUS48 - + 51800 -20000 16d 2ply MTT288 - -4455#1(2 Each)) 1116d1) HGUS48 - + 66400 -2199# 10d 2plyj MST60 4688#((Per 2ply) HGUS48 - + 80000 -2650# 16d 2ply CS150 -1650#(Each) HGUS5.5- +113350 -39450 16d 3ply) --------------------r------------------------------- ----- 11 1 1 ' ocrcecAu^c unl uccIM WR OrTAYH c��B Fgi-UP61FWH R DETAILS 4X5 m 1.5X3 o m 6p;- Lo 2X4 (A I) 49 9 3 B. �--24 16'3'8 R=938# W-3"8 R=732# Wa3"8 / Pts p SEG: 68618 T. TYP?-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCALE •0.3750 ALPINE ENO1NEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 T C L L 30 .0 PSF REF (�2 XIMPORTANTXX SHALL NOT BE RESPONSIBLE FDI ANY ARNING IN HANDLING. ERECTION AM 7 .0 7 DEVIATION FROM INIS DESIGN OR THESE SPECIFICATIONS, DI ANY BRACING. SEE HIG-91 BY TPI. SEE THIS DESIGN �ITI�e' �T��� I TC DL, / .0 PSF DATE 01/18/95 FAILURE TO BUILD THE TRUSS IN COKOMUNCE"gllh DST"BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BMCING RE - , - \\\\V_ ALPINE CONNECTORS ARE NAGE OF 206A QALY. STEEL MEETING ASTM CUIREMENIS. UNLESS OTHERWISE INDICATED, TOP _ BC DL 10 .0 PSF DRWG ANi OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE UR CHORD SHALL BE LATERALLY BRACED NtiN PROPER - - IR1SS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY A1TACMEO PLYWOOD SHEATHING, BOTTOM CIKM BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS M. TSO 9 16OA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L D. 47 .0 PSF 0 A LEN. 16-3—B CONFORM M/APPLICABLE PROP/BIONS Of NDS C SPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE P/l/911 FOR PROPER (0 Rl� Y ` SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. coArTNr. PA n" TVDG HTPM JOB: 5- 5 OT 86-2 T23 13'4" COMN VLT THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSION5 SUBMI f IED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OOT CHORD 2x4 SP 12 N UPLIFT (LB): 350 210 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15 00 FT ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MuS1 BE PROPERLY ATTACHED 70 THE BOTTOM CHORD TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+I-Gravity (-)-Uplift ----------------------'--------------------------------------- NNN UPLIFT NOW I NxN HANGER MMM H5 - -455#(JackS Only) I HUS26 - + 27511 -1266/(10a !ply) MTS12 - -1000/ I HUS26 - + 33151 -15501(160 !ply) MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16601(t00 2plyI MTT288 - -37861(2 Each) 1100)1 HHUS48 - + 51801 -20001(160 2ply) MTT288 - -44551(2 Each) 06d) HGUS48 - + 66401 -2t991(t00 2pIy) ' MST60 - -4688#(Per 2ply) HGUS48 + 8000► -26501(160 2pIy) CS150 - -1650#(Each) I HGUS5.5- +113351 -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAIL-S �- 6'8" -+- 6,811 4X4 En OD 6 p (F1 2X4 (A1) I, 6X4 X4 (A 1) 4.31 9. Q 4 4X6(R) �--2' -- --3'3"8 6'9" ---3'3"8 --� 13'4" R=795# W=3"8 R=611# W=3"8 M TAG = T34 SED: 16306 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV. 17.26 SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC TRUSSES iEGUIIE EXTREME CARE 08/03/95 TC LL 30 ,0 PSF (TEF e *IMPORTANT)i SHAIL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANDd�' OEVIAt10N FROM IRIS DESIGN OR (HESE SPECIFICAl10N5. OR AN7 BRACING SEf HIB-9f B7 fP1 SEE IH(S DESIGN TC OL 7 .0 PSF ❑A)E 08/03/95 FAILURC III BUILD IEE TRUSS IN COWORMANCEMlles OSIBB BY IPI FOR A001110NAL SPECIAL PERMANENI BRACING fEAIPINt CONNECIORS ARE MAOE OF 20GA GALV STEEL MEETING ASTM OUIREMINTS Lft ESS OTHERWISE INDICATED. lopBC OL 10 .0 PSF ORWIS AAA6 GR B LXCtPI AS NOKO APPLY CONNECTORS 10 EACH FACE OF CARO SHALL BE LATERALLY BRACED WITH PROPER = MUSS AND UPNESS OFIERMISE LOCAILD ON IRIS DESIGN. POSITION I T AllACHED PITW000 SHEATHING. BOT7OM CHORD - 13C LL 0 •0 PSF LJS CONNECIONS PER DRAWINGS 130. 150 B 16OA-F DESIGN STANDARDS WUH PROPERLY ATIAC1E0 RIGID CEII ING -- SEE _ TQT L(] 47 0 PSF 0/A L EN13-4CON'ONN M/A,4h ICABIE PROVISIONS� NOS C IPI AN ENGINEER'S ALPINE If0AICA1 UPDATE 17/1/811 FOR PROPERP SIA. LPI Ells INIANING APPLIES FD IEE COMPONENT UEPICTED ACHE 1M4YNA;1 APPI ICAl1ON FLP4MISII A cop. n11s OU!N UMI ANU%,,AIL NOI NL HLt.IEU UPON IN ANY OTHER WAY DESIGN 1O I,W INUSS LRtC1IOh CONTRACTOR -. „«,.. -.. sPACTNG, a4 0' w,l SPF( )ob: 5- 5 LOT 86-2 T24 13-3-8 HIPM VLT 6'8"SB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 801 CHORD 2x4 SP 12 N UPLIFT (LB): 330 240 REBS 2x4 SP 13 BRG.LOC (FT): 0.00 13.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD (1991 SBC) WINO SPEED = 100 00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGIU CEILING OR CONTINUOUS LATERAL BRACING AT 24" 0 C. -----------------------------------------------------—- ----- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift xxx UPLIFT xxx I xxx HANGER xxx H5 = -4551(Uacks Only) I HUS26 = + 27511 -12861lf00 1ply) MTS12 = -10001 1 HUS26 = + 33151 -155001160 1ply) MTS12 = -20001(2 Each) I HHUS48 = + 42991 -166011100 2ply) MTT288 = -3786112 Each) (100)I HHUS48 = + 51801 -200011160 2ply) MTT288 - -4455112 Each) (1601) HGUS48 - + 66401 -219911100 2ply) MST60 = -4688/(Per 2p)y) HGUS48 + 80001 -26501(160 2ply) CS150 - -16501(EachI) HGUS5.5= +113351 -39451060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6'8" -�- 6'7"8 5X6 3X mm Do m m m 2X4 (A I) 1 4X5 (R) ' 4'3 4 � 8 =3 4X6 (R) 2X2 �--- 2' --�--3'3"8 - 6'9" 3'3 13'3"8 R=807# W=3"8 R=595# W=3" i - r' I. TAG = T35 SED: 83904 PL.T . TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED Ph000CTs. INC. TRUSSES REQUIRE EXTREME CARE 08/03/95 TC LL 30 .0 PSF REF *IMPORTANT)(*SHALI NOT BF RESPONSIBLE FDR ANY A RN I NG IN HANDLING. ERECTION AND DEVIAtION FROM IRIS DESIGN oR THESE SPECIFICATIOoris. oR ANY BRACING SEE M1B-91 Br tPI SEE THIS DESIGN TC DL 7 .0 PSF DATE 08/03/95 ut FAILURE TO BunO THE TRUSS IN CONFOgNANCE,E111H OSTBB Br iPl FOR AOO1110NAt SPECIAL PEiwArEN1 BRACING f1F - `OALPINE COw+E[I01K ARE MADE OF 20W GALv StfEt MEETTNG AStM OuinFMFN15 UNLESS OIHERMISE INDICATED. IOP BC OL 10 .0 PSF DRWf OAp6 GR B EAQPI AS NOIEO APPLY [Ow.ELTORS TO EACH FACE OF Cr10R0 SMALL BE LATERALLY BRACED WITH PROPER 5606 - (� iNU55 AND Lxn ESS OIHERw15E LDCA1eD ON [HIS UES IGN, POSITION Lr ATIACMo PLYWOOD SHEATHING. BOIToM crwRo x _ 8C LL A0 O PSF LJS `, CONNECiDRS PER ORAMINGS 130, 150 6 (BOA-f DESIGN STANDARDS Mlln PFxx�E0.Y AiIAC.fO RIGID CEILING -- SEF - STATE OF - T01 LD �'+7 0 PSF O/A LIN �13-3-BCONFORM w/APR(CABLE PROVISIONS OF NUS C IPI AN ENGINEER 5 AIPINL TECHNICAL uPOAIE 17/1/911 FOR PROPERSEAT ON THIS DRAWING APDL IES 10 IM COMPONENT DEPICTED HENS DRYMAIL APR tCAI ION FLIWIISH A COPY OF THIS RTQ'IN OMIAND SHALL N01 Bt RE,IEU UPON IN ANY OIrfR MAY DESIGN 10 1I INuSS CRECIIDN CONTRACTON DUR.FAC i . 33 INE 06.,` /1F. I 1 . M.—w.11 INGIII-F NNS • 1991 NAIIONAI NfstnN socri1IrATIRN iOR MOOR CONSIRIM'TION r I , SPACING 24 0 1�'I.11: SP J o b: 5-2 5 T - T25 1 "8 H PM V T 8'8"S6 THIS DWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 12 N PROvIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED 001 CHORD 2x4 SP #2 N UPLIFT ILEI: 320 260 WEBS 2x4 SP 93 BRG.LOC (FT): 0.00 13.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ------------------------------------------------—----------— MuSI BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS W-Gravity (-1-Uplift --------------------------------------------------------------- ORR UPLIFT MMx I MMM HANGER MxM H5 -455/(JaCkS Only) I HUS26 - + 27511 -12861(100 Iply) MTS12 - -10001 1 HUS26 - • 33159 -1550#(16d 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42999 -16600(100 2ply) MTT288 - -37860(2 Each) 1JOd1 i HHUS48 - 4 51809 -20009 L16d 2pIy) s MTT288 - -44559(2 Each) (16d)I HGUS48 - + 66409 -2199#(10d 2ply) MST60 -46B89(Per 2ply) 1 HGUS48 = ♦ 80009 -26501(160 2ply) CSt50 -16501(Each) i HGUS5.5= ~113351 -39451(164 3ply) ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- 8 8" 4,7"8 --- 4X5(R) m 3X4 m m m 6 p 2X5(A1) 5X12 a. d 4 4X6 (R) 2X2 �--2' --}--3'3"8 --�--- 6'9" 3'3" 13'3"8 R=807# W=3"8 R=595# W=3" 4 TAG T36 SED: 18069 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PFXDUCIS, INC 1MUSSES REQUIRE EXTREME CARE 08/03/95 TC LL 30 .0 PSF REF ev **IMPORTANTxx S„ALI NOI 9E RESPONSIBLE FOR ANY ARNING IN NANO&ING. ERECTION AFSDEVIATION FROM INIS DESIGN OR (NESE SPECIFICA110NS. M1 ANT BRACING SEE NI9-91 BY IPI SEE THIS DESIGN ,,1 !l111 .r1rC DL 7 .0 PSF DAIE 08/03/95 IAIIO* 10*1110 I,( IRUSS Ih CDIfORMAKf MIIN QSIBB BY IPI FOR 10011IONAL SPECIAL PEAMANEN1 BRACT.F. Usa ,A1PIM CONMCIORS ARE MADE 01 ?OGA GALV STEEL MEETING ASTM OUINkMEN15 UNLESS OTHERWISE INDICATED, IOP 8C DL 10 . 0 PSF DHWG A446 GH B tACFPI AS WILD APV1T CONNECIORS TO EACH FACf OF CHOHU SHALL OL %AURALLY DRACED MIT"PROPER - 5606 - UMBS AND LA=ESS OhERMISE LOCAILU ON THIS DESIGN. POST IION IT AIIAC„ED PtYW000 SHEAtHING, BOITOM CHORD M 8C LL 0 •0 PSF L JS CO%MCIORS.'to OHAWIWS /M. 150 A 1GOA-F DESIGN SIANDARUS MI1H PROPERLY AtTACHEO RIGID CEILING - SEE $TATE of TOT .LD. 47 O PSF DSA LEN 13-3-8 COMORO M/APIN ICAINI PROVISIONS OF WS f IPJ AN ENGINEER'S AIPINE TECHNICAL UPOAIE 17/1/911 FDR PROPER * V`� SEA, ON 1111%DPAWING APPL IES IO I,f COMPUNENI OEPICItO IWHE URYWAt1 APih ILA11ON FURNISH A COPT OF INT9 ' �ORI�F{Q' DUR FAC 1 33 Ih UN.T ANI S.IAt. WI Ot .N,LLU�I.ON IN ANT UTIWH WAY OLSII:h 10 IIA, IRUSS tnkCIION CONIRACION. GINE E" 1� ` . I.„.•, '.. ... Is�I.i�,H Nna . IoOI NAI IONA, nvclr crnrR I-in,Ino"nm rn".:rnrr-N �'•.I,,,II•` SPACING 24 !7 1 y11� SPEC 10 b: 5-0 4 J JACK THIS N PARED FROM COMPUTERINPUT (LOADS DIMENSIONS) SUBMITTED OY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 12 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NWx UPLIFT MSM MMM HANGER MNS H5 - -4551(Jacks Only) HUS26 - + 27511 12860 Od 1ply) CONTRACTORS WARNING: MTS12 - -10000 HUS26 - + 3315/ -15501 16d !ply) THIS TRUSS IS DESIGNED BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20001 2 Each HHUS48 - + 42991 -16601 1Gd 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37861 2 Each) (10d) HHUS48 - + 51801 -2000# 16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455012 Eachl116d) HGUS48 - + 66401 -21991 fOd 2ply MST60 - -46881 Per 2ply) HGUS48 - + 80001 -26501 16d 2ply) CS150 - -16501 Each) HGUS5.5- +113351 -39451 16d 3ply --------------------------------------------------------------- RF,{EPNSF,HDLMj!j6UMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS _412'6"4 m 0 B v cn 2X4 (A1) 4 3 9� .a_ I--2 H 7- R-5260 NR-5260 W=3"8 R=73M W=1"8 PLGG 22 SEO: 83930 7.= TYP3- ALP NE DESIGN CRIT=TPI OTY 17 TOTAL 17 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t X*IMPORTANTXX sRULL NOT/E RESPONSIBLE FOR ANY ARNING IN MAMOLIW ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIG-SI ST TPI. SEE THIS DESIGN �Y � �� TC OL 7 .0 PSF DATE 01/18/95 FAILURE TO WILD THE TRUSS IN CONFORMANCE-%VITH GAIN ST TPI. FOR ADDITIONAL SPECIAL PERMANENT SAUCING REALPIME CONECTORS ARE MADE OF 20GA GALT. STEEL MEETING ASIA OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - Bl.. DL 1O O PSF ORWG A445 FIR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHAORO SHALL BE LATERALLY BRACED WITH PROPER - - 0 .0 PSF L.1S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N FJ06 BC LL CONNECTORS PER DRAWINGS 120. 150 G IGOA-F. DESIGN STANDARDS Bill"PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 7-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/511 FOR PROPER C Ofll�� P SELL OA THIS DRAWING APPLIES IO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF THIS �. Q OUR.FAC. 1 .33 IN ONLY. ANO S"ALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INE CBS.•� ------ ------ - - �' H....... • SP A C T NG 2 4.0" T Y PF JACK tb' 5-D 4 NO JACK SL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. fop CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IOT CHORD 2x4 SP /2 N UPLIFT (LBM: 200 200 200 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED Tt1ERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 190.70. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-1-Uplift k RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- aUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NXR UPLIFT xRx *mm HANGER NMR H5 - -455/(Jacks Only) HUS26 - + 27511 -12860 fOd 1p CONTRACTORS WARNING: NTS12 - -10001 HUS26 - + 33151 -15501 16d 1ply ftiIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS NTS12 - -20001 2 Each HHUS48 - + 4299# -16601 10d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786/ 2 Each ((10d HHUS48 - + 51800 -20001 16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550 2 Each (16d� HGUS48 - + 66401 -21991 10d 2ply 1 NST60 - -4688tttPer 2ply) HGUS48 - + 80001 -2650/ 16d 2ply CS150 - -1650/(Each) HGUS5.5- +113351 -39451 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R-191# W-1"8 412'6'4 ' 6 � rn 0 m T 5'7"8 --� 1.5X3 R-2640 W-3"8 R-74# W-1"8 t (AGT24 SEO: 68519 'LT. TY .-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEEitEO PraoucTs. THHc. TRUSSES REQUIRE EXTREME CARE 01/IB/94 TC LL 30 .0 PSF REF XIMPORTANTHX SMALL NDT BE tESPWGIBIE FOR ANT ARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM IMIS DESIGN OR THESE SPECIFICA110NS, OR ANY BRACING. SEE HIS-01 IV 1P1. SEE THIS DESIGN L11/�1 TC OL 7 .0 PSF DATE 01/18/95 FAILURE 10 BUILD THE TRUSS IN CONFOR"ANCE'R"H OSTM BY /P1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , - \\\\V_ ALPINE COMMOCIORS ARE"AOE OF 200A GALV. STEEL MEETING ASIA QUIREMENIS. UKESS OTHERWISE INDICATED. top BC OL 10 .0 PSF ORWG A4A5 GR B EXCEPT AS NOTED. APRT CONECIOAS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 8011014 CHOW W BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C ,SOA-F. DESIGN STANDARDS "INN PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 47 .0 PSF O/A LEN. 5-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE IEGNtCAL URWATE 17/1/911 FOR PROPER ' cO Rio Y' r: 1 . 33 SEM. ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE ORYWAII API'llcArlON. FUHMISH A COPY NF THIS Q', OUR.FAC. IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DES IGH TO THE iNHSS ERECTION CONTRACTOR. ' INEEAS. cne�reir 7n n" r,..,r IA rk D' 5- 4 T J 5-0 CORNERJACK TH W . PREPARED ROM OMP T NPUT (LOAOS & DIMENSIONS)(LOADU M TEO BY TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP 02 N UPLIFT TLB): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC FTII: 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION CF 133.72. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)"Gravity (-I-Uplift RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- ,UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11119 UPLIFT xxx HMIs HANGER MMM H5 - -455!(Jacks Only) HUS26 2751/ 12860 fOd 1ply) CONTRACTORS WARNING: NTS12 - -1000! HUS26 - + 33150 -15500 16d.1ply His TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS M7S12 - -2000! 2 Each HHUS48 - + 42990 -16600 IOd"2ply T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MIT288 - -3786! 2 Each (1001 HHUS48 - + 51809 -20000 16d 2ply NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550 2 Each)11 ((16d HGUS48 - + 66400 -21990 fOd 2ply MST60 - -4688! Per 2ply) HGUS48 - + 80000 -26500 16d 2ply CS150 - -1650! Each) HGUS5.5- +11335! -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R-134# Wa1"8 12'6"4 m 0 6 p Cu 2X4 (A i) 4.13 10' R-4450 W-3"8 R-44# W-1"8 R IIT - 2p SEO: 68586 . TYP�-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 01/IB/94 TC LL 30 .0 PSF REF X IMPORT ANT X N$HALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR HESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-BI BY TPI. BEE THIS DESIGN T C OL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD TNF. TRUSS IN CONFORMANCE WP1N DST"BY TPI. FOR AOOIIIONAL SPECIAL PERMANENT BRACING RE - O ALPINE CONNECTORS ARE MADE OF MA GALY. STEEL MEETING AST" QUIREMENtS. UNLESS OTHERWISE INDICATED. IOP - - BC OL 10.0 PSF ORWG O AAN GR B EXCEPT AS NOTED. APPLY CONMECIORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED"ITN PROPER _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N 606 BC L L O O PSF RAG CONNECTORS PER DRAWINGS 130. -SSD C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STAT of _ TOT.L D. 47 .0 PSF O/A L EN N. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •' �, �0 RIO DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT"E RELIED UPON IN ANY OILER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. /NE0,1` rte ...__ ..r�rur ^te n" .­,- IA rI/ Ob' 5-0 43) LOT 95 / j 3*3 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS MENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT SLB): 230 200 WEBS 2x4 SP 13 BRG.LOC FT : 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, (1991 SBC) MIND SPEED - 100.00 NPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)Uplift --------------------------------------------------------------- xxx UPLIFT x11x 111111 HANGER xxx H5 - -4551(Jacks Only) HUS26 - + 2751/ -12861 10d 1plyl MTS12 -10001 HUS26 - + 33151 -15501 16d 1ply NTS12 - -2000#12 Each HHUS48 - +•42991 -16601 104 2plyj MTT288 -37861 2 Each 1100) HHUS48 - + 51801 -20001 16d 2ply MT1288 - -44550(2 EaCh 16d HGUS48 - + 66401 -2199/ 10d 2ply MS160 - -46881 Per 2ply) HGUS48 - + 80001 -26501 16d 2ply CS150 - -16501 Each) HGUS5.5- +113351 -39451 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS 2x2 T .-L 6 T. 2 X 4 (AI 1.5X3 1-20 �`--3-3- R-389# W-3"8 R-69# W-3" TAGT 7 SED: 68522 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PFAODCTS. INCTRUSSES REOUIRE EXTREME CARE 01/18/94 TC LL 30 .0 0 PSF REF *XIMPORTANTxm SMALL NOT SE RESPONSISLE FOR ANY' WARNING IN HANDLING. ERECTION AND — U' - ull, - DEVIATION FROM SMI%DESIGN OR THESE SPECIFICATIONS. OR ANY SAACIMG. SEE M16 -91 Sr 1P1. SEE THIS DESIGN .AIH� F'��,� T C DL 7 .0 PSF DATE 01/18/95 A FAILURE TO NUILO 11E ((x!S% IN CONFDYIANCE YIIM OSTSS Sr IPI. FOR ADDITIONAL SPECIAL PEAMA ENI BRACING RE v \\\\\VV, ALPINE COW4CIOR8 ARE"ADE OF 20GA QALY.�STEEI MEETING ASI" pUIREMENIB. UNLESS OTHERWISE INDICATED. TOP - BC DL 10.0 PSF ORWG tU\\ A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF KORO SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND Ura ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATIADED PLYWOOD SHEATHING. BOTTOM CHORD W = BC LL 0.0 PSF R A G CONMECIORS PER DRAWINGS 330. 3S0 C ISGA-F. DESIGN STANDARDS WISH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.L D. 47.0 PSF ��A LEN. 3-3- CONFORM W/APPLICAILE PROVISIONS OF NDS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' P: SEAL aM TNi3 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. ftHRN15N A coPr OF His �, �°RID Q OUR FAC. 1 .33 IN ONLY. ANO SHALL NOT IE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. �1, WEEP`', SPACING 2Q.(]" ITYPEJACK ••-HPH 11W f.5 N ATE THHSITTDTU MIS • 1941 NAIIDNAI TIESHr.N SPrr IFTrATION FOR WOOD CONSTTIIR:TIDN ��HHH IIHHH�T`` tb' 5- 43) LOT 95 / J 3'0 CORNER JACK THIS OWQ, PREPARED FROM COMPUTER INPUT ILOADSDIMENSIONS) SUBMITTED By TRUSS MFR. IOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 12 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 12 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.26. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS > RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)_Grav i t y-(-)-Up l i f t-------------------------------- NUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Rxx UPLIFT 111111 x1111 HANGER xxx H5 4550(,lacka Only) HUS26 - + 2751/ -1286, 1Od iply CONTRACTORS WARNING: NTS12 - 40001 HUS26 - + 33151 -15501 16d 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS H1S12 - -20001 2 Each HHUS48 - + 42996 -16606 f0d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37861 2 Each (10d) HMS48 - + 51801 -20001 f6d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MT1288 - -44551 2 Each 1116d1) HGUS48 - + 66401 -21991 fOd 2ply MST60 - -46881 Per 2ply) HGUS48 - + 80001 -26501 16d 2ply CS150 - -16500 Each) HGUS5.5- +113351 -39451 160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R-371 W-i'8 M 0 6 v r T 2X4 (Al) 4'3f0' leg f� 2 3' R-384# W-3'8 R-141 W-1'8 TAG Tp SED: 68588 'LT. TY .-ALPINE DESIGN CRIT-TPI QTY - 8 TOTAL - 8 REV. 17.21n SCALE -0.5000 ALPINE E14INEEFIED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF 2 tEIMPORTAN1 SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND `It I DEVIATION FROM THIS DESIGN m PE THESE SCIFICAnoNS. OR ANY BRACING. SEE HIA-91 BY TPI. EEE THIS DESIGN �`'( f'� TC DL 7 .0 PSF DATE 01/18/95 FAILURE TO BUILD 114 TRUSS IN CONFORMANCE,#JIM OSTOO BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v - \\\\`\/� ALPINE CONNECTORS ARE MADE OF 7011A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHER NISE no1CA1EO. TOP - - BC OL 10 .0 PSF DRWG AUB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAUCED WITH PROPER $606 TRUSS AND UNLESS 0114RNISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 •0 PSF RAG (�\ CONNECTORS PER g1AM1NGB 130, 150 C LSOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID cEu1NAP STATE OF TOT LD. 47 O PSF D/A LEN. 3-0-0 \\UU\U\ vvv CONFORM M/AWgICAOLE PROVISIONS OF NOS[ TPU. AN ENGINEER'S ALPINE TECHNICAL UPDATE ()/t/G11 FO * t SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. Flf1HISH A COPY ' . SOA Q• DUR.FAC.IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OIHER MAY. OESICN TO INE IRUSS ERECTION CONTRAI' 4perTmr. a4 n" ITVf3r JACK lh: (5-0143) OT 9 1'3 CDR JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N BAWARNINGAA AN UPLIFT REACTION OF -1501 OCCUREO ON A 00T CHORD 2x4 SP /2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED, WEBS 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS 1NUICAIED. UPLIFT (LB ff: 290 200 200 HILRE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.25 1.25 (It ACT ION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. OR FULLY OPEN MuSl BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS N1-Gravity (-)-Uplift MAN UPLIFT AAA MMA HANGER xxx H5 - -455/(Jacks Only) HUS26 - r 27511 -12861 fou 1ply NTS12 - -10001 HUS26 - + 33151 -15501 160 tply NTS12 - -20001(2 Each HHUS48 - + 42991 -16601 10d 2ply MTT288 - -3786112 Each� 11001 HMS48 - + 51601 -20001 16d 2ply MTT288 - -4455112 Each (16d HGUS48 - + 66401 -21991 10d 2ply 14ST60 - -46880 rer 2ply) HGUS48 - + 80001 -26501 160 2ply CSt50 - -16501(Each) HGUS5.5- +113351 -39451 16d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 9 7"12 v 4* 2X4 (A 1) I1 11 4`3 . 9' f 1 '3" 2' �I R-4411 W-3"8 R--15SIY-001"8=1"8 1, 33 SEO: 18073 'LT. TY .—ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE ExIREME CARE 01/IB/95 TC LL 30 .0 PSF REF x x I MP OR T AN T x x SHALL 101 BE RESPONSIBLE IOR ANYWARNING IN IIANOLING. ERECIIDN AND ^ '\ DEVIAIION FRUN IRIS DESIGN OR IItSE SPECIf1CA110NS. OR ANY BRACING. SEE HIe-YI BY IPI. SEE uuS DESIGN -eAl TC DL 7 .0 PSF DATE 01/18/95 IAUw11 10 BUILD ME TRUSS IN CUNEOIINANCI'Mlul OSIBB OY R•1 FOR ADUInONAL SPECIAL PEIwANEN1 BIUCING RE - =ALPINE CONNCC/OR5 Arc NADE a 20GA GAIY SUCt MLLIIM.ASIN DU111CMLNIS. OWESS 01"LRMISE INUICAM). IDPBC OL 10 .0 PSF DRWG AAA6 GR B ElftPt AS NOTED A1«h 1 [WNU[IURS 10 EACH fA[C u C1101W SHM.I Bi LA)IRALLY BRACED Nlln PIIUPLR - - (TIW/SS AND U ISS 0114RMISE IUCAILU ON THIS OESIGN. POSITION LY A11ACHEO PLVM000 SNEAIHING. BUTIOM L'HONU) BC LI- 0 •0 PSFRAG CONMCID45 Pl"D"ANING5 130. 150 L ISGA-1 ULSIGN 51ANUA"US NIIH PIx11KRY AtIAC.41:":G IU[E I:InG SIE TOT L0. 47 .O PSF O/A LEN 1--3-0 LUM C11" M/APIn IC*14E PMUVISIDnS"I w75 E 1111 AN 1111111A'S AIPINE 11CrwICAL UPUAIE 17/1/911 1.4 P-11; It .. D. 1..:5:Au.INL .MPLIfS ID LA LDNPD.rt11 :x.1•ICIIi: .0.i« D1HMM. AWL:EAIIDY Y.r1111.� . 1:Y�Y DI Ir{SDull IAc-- —1.3�%UT BE d'.1.: .,ic:♦ IA Anr 4:.0:: " nl'SIG1. In Lq 1n 5S Uat!!ON L':w L.µ:U' -----. -- .'TCc.11/,!'!l.i 0 b: 5- 4 T 95 / i VO CORNER JACK -THISW . PREPARED FROM COMPUTER INPUT (LOADS & 01MENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N RRWARNINGRN AN UPLIFT REACTION OF -2280 OCCUREO ON A BOT CHORD 2x4 SP /2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. 11991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MuST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)"Uplift CONTRACTORS WARNING: --------------------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NRR UPLIFT NNW NM HANGER RMR C AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -455!(Jacke Only) HUS26 - + 27511 12860 fOd 1ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10001 HUS26 - + 33150 -15501 16d !ply MTS12 - -2000! 2 Each HHUS48 W, + 42990 -1660! fOd 2ply MTT288 - -3786! 2 Eachl ,fodl HHUS48 - + 5180/ -20001 16d 2ply MTT288 - -4455012 Each!!!!!) 16d HGUS48 - + 6640/ -21991 IOd 2ply MST60 - -4688/ Per 2ply) HGUS48 - + 8000/ -2650116d 2ply CS15O W, -1650! Each) HGUS5.5- +11335! -39451 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS g 10'6'4 2X4 (A 1) f0 4'3 10' 1� 2II R-5050 W-3"8 R--228M—B®!"8-i"8 u 33 SED: 68590 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSEt REQUIRE EXTREME CME 01/18/94 TC LL 30 .0 PSF REF 11IEIMPORTANTXX SHALL NOT BE 0E9041GLE FOR ANY WARNING IN HANDLING, ERECTION AND t DEVIATION FROM lN1s acslcN ON THESE sPECIFIc.noNs OR ANY BRACING. SET Nle-Dl By iPl. SEE THIS DESIGN s E',.. TC DL 7 .0 PSF DATE 01/18/95 ^ FAILURE TO BALD T/E IRUSS IN COtFORMANCA•11,11"031"SY IPI. FOR AOOIIIONAL SPECIAL PERMANENT BRACING PE - US ,ALPINE COMNECIORS ARE MADE OF 206A QALY. STEEL MEETING ASI" GUI"EMENIS. UNLESS OTHERWISE INDICATED. IOP - BC DL 10 ,0 PSF DRWG A446 OR B EXCEPT At NOTED. APPLY CON+ECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 - BC LL 0 0 PSFRAG TRUSS ANO UNLESS OIIERWISE LOCATED ON THIS DESIGN, POSITION LY ATIACIEG PLYWOOD SKAIHING. Bottom Dow N CONNECIORS PER DRAWINGS M. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ARIAC"EO RIGID CEILING --SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 1-0-0 COMFOfW W/APPLICABLE PROVISIONS OF MOS C IPI. AN ENGINEER'S ALPINE TECl/IICAL UPDATE (7/1/1111 FOR PROPER * p•� SEAL ON THIS DRAWING APPLIES TO WE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. O RTD Q•� OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 ME TRUSS ERECTION CONTRACTOR. „ INEE ',.` GPAf TNR 74 fi" runt_ LACK lob: 5-0 43) LOT 95 / J 7'0 HIP- JACK THIS OW6. PREPARED ROM UT NPu LOAD NS ONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP -2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT SLB): 510 210 200 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 9.90 9.90 TRUSS DESIGNED FOA 100.00 MPH WIND. 15.00 F1 ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTIONOF 337.19. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 M-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- Mxx UPLIFT Xxx MMM HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 - -455-(Jacks Only) HUS26 - t 27510 -12860 f01 iply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 - -10000 HUS26 "• * 33150 -15501 16d 1ply MTS12 - -2000012 Eacn HHUS48 - + 42990 -1660- iOd 2ply CONTRACTORS WARNING: MIT28B - -37860 2 Each 10d HHUS48 - ♦s,511p88p0/ -203300/ 16d 2ply ATISPECIFICILOCATIO �jFy�ICULAREAR OCAREOR SISPADVISED DURING LOADS MST60B - 44550- -46881 Perachl 2ply)6d� HGUS48 a+7 0Cj:1 �A5� 160 2ply INSTALLATION TO ENSU ,�}1AT THIS TRUSS IS ERECTED PROPERLY. CS150 -16d 2ply _-_16501-Each)------ 1 MGUS---- ---------39451 16d 3ply ------- -------------- --------- 12' 10.4 -AFFFRFNrF Ht1IMF S 1IIMRFR nFTA11 SHEFI FnR L1P11kT/HANGER DETAILS 12'6`8 m 1.5X3 0 4.24 v . m T- 2X4 (A 1) 4'3I .5X4 9' .t_ ---2'9"15 9' 10"13 �- 4'2"15 5'9"6 R=563# W=4' 15 — 123# _ R=285M W=1"8 u TAG Tgg3 SEO: 68592 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE =0.5000 ALPINE ENCINEETEO PRODUCTS. 1Nc. TRUSSES REOUIRE EATREHE CARE 0 1/1 8/9 4 TC LL 30.0 PSF REF 1tIMPORTANTlt1�aHALt Mol IESFroNSIBLE FDR ANr ARNING IN HANDLING. EREcitoN AND nGEVIAIIDN FROM THIS DESIGN ON THESE S►ECIiICATIONG. OR ANY GRACING. SEE 1115-51 SE IPI. SEE THIS DESIGN _ ��` ��,,till F'�., - TC OL 7 .0 PSF DATE 01/18/95 iA111/� 10 BUILD IFE TRUSS IN COIFORNANCE•MITN OSTBS BY TPI. FOR ADDITIONAL SPECIAL PEIWA/ENt GRACING RE \\\\v ALPINE COMECIORS IJiE NAGE OF 20G4 GARY. STEEL MEETING ASiH WIRENENiS. UNLESS OTHERWISE INDICATED, IOP - - 8C DL 10 .0 PSF DRWG AAAS Sill G EACEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY GRACED WITH PROPER 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEAINING. BOTTOM CHORD N 8C L L 0 0 PSF RAG C= TORS PER DRAWINGS 130. 150 c 16DA-F. DESIGN STANDARDS WITH PROPERLY ATTAaED RIGID CEILING --SEE - STATE OF TOT.LO. 47 .0 PSF 0/A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS Of NOS S IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE /7/1/9/1 FOR PROPER t` ^^•.."•^ r�'- SEAL ON THIS DRAWING APPLIES TO LIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. fIWWISH A COPY Of TNI$ ' tOAID,� e• DUR.FAC. 1 .33 IN OMI Y, AND SMALL NOT SE F!4 UUPONDESIGNEO UPON IN ANY OTHER MAT. DESIGN 10 114 TRUSS ERECTION[ONTRACIOR. INEEA`'..` .nn..r i A Ill JO 0: 5- 4 JACK H WG. PREPARED ROM COMPUTER INPUT (LOADSDIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OOT CHORD 2x4 SP 02 N UPLIFT LB : 340 200 WEBS 2x4 SP 13 BRG.LOC FT�: 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED BUILDING (1991 SBC) ------- SETBACK. CORNER JACKS HAVE NO WEBS. ------ - - - - - TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS------ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (0-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MMM UPLIFT NRR RBB HANGER MMM H5 4550(Jacka Only) HUS26 - ♦ 2751# -12860 fOd fplyl NTS12 -1000# • HUS26 - t 33150 -1550# 16d 1ply MIS12 - -2000# 2 Each HHUS48 - t 42990 -16600 10d 2ply MTT28B - -3786# 2 Each 10d)) HHUS48 - * 51801 -20001 16d 2ply MTT288 - -4455# 2 Each �16tl) HGUS48 ■ i 6640# -2199# 1Od 2p1y NS160 - -4688# Per 2ply) HGUS48 - i 8000# -26500 16d 2ply CS150 - -16500 Each) HGUS5.5- +113350 -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# R• 7'5"2 2X2 T 4.24 v T 2X4 (A f) r+ s3 �9 1.5X3 �--- 2'9015 -`�•- 4'7"2 4'7"2 R=4531 W=4"15 R=90# W=3" N „ TAG T32 SED: 68580 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - I REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INCIRUBBEB REQUIRE EXTREME CARE 01/18/94 TC LL 30 .0 PSF REF t XXIMPORTANTXX SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND OEVIATIOM FROM t"IS DESIGN OR IHESE SPECIFICAII&M O+ANY BRACING. SEE HIA-GI BY IPI. SEE THIS DESIGN �`'""� �''• TC OL 7 .0 PSF DATE 01/18/95 n FAILURE 10 BUILD THE TRUSS IN COIFORNANCE'VIIN OSISB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` � FALPINE COwEC'Of ARE"ADE OF 206A GALV. STEEL MEETING ASSN OUIRE"ENIS. UNLESS OTHERWISE INDICATED. TOP 13C OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED.WITH PROPER - 5605 - INNUSS AND UNLESS OIHERMISE LOCATED ON THIS DESIGN. POSITION LY AITACIED PLTWOOO SHEAIHING. 801104 CHORD x BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 81010 CEILI�C. - SEE STATE OF T 0 T.L D. 47 .0 PSF 0/A LEN. 4- -2 COMFOM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/111 FROPER P'�SEKON 1N11 DRAW INS APPLIES 10 TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPTHIS 0 AID Q'�IM OKY, Ab SHALL NOT BE RElJEOUPON I"ANY OSIER WAY. DESIGN ID 11E TRUSS ERECTION CONTRA ICA. F INEEVIS.9" DUR.FAC. 1 33 C n A r T A,r C C C A o n%l c I A r V Job: 5-0 J 6*8' VLT END JACK THIS OWG. PREPAREDM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFTLB : 270 200 200 WEBS 2x4 SP /3 BRG.LOC (FTI: 0.00 6.67 6.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 233.46. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS _) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)-Gravity-( _Up l i f t---------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT MMM xxx HANGER xxx H5 -455#(Jacka Only) HUS26 - + 2751/ -12861 100 1p CONTRACTORS WARNING: NTS12 -10001 HUS26 ■ + 3315! -1550/ 15d 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT •ADDITIONAL LOADS MTSi2 - -200012 Each HHUS48 - + 42991 -1660/ fOd 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 -3786, 3786 2 Each� (tod) HHUS48 - + 5180# -20001 16d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -4455012 Each1) (16d HGUS48 - + 6640/ -219910d 2ply MS160 -46881(Per 2ply) HGUS48 - + 8000/ -26501 l6d 2ply Rr---25S1'-A4K%lEach)-------- HGUS5_5 +113351-_39451-16d 3ply- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3' 1 11'4'4 OD 1.5X3 iu 6 (J 9' 2x4 (A 1) i d 4 4X5(R) �----2' 3'3"0 -��---3'4"8 -� R-5121 WW-3"8 R-34# W-1"8 / H TAG = T38 SED: 83921 PLT. TYP.-ALPINE DESIGN CRIT■TPI OTY - 1 TOTAL AW 1 REV. 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TR1"I REQUIRE EXTREME CME 01118194 TC LL 30 .0 PSF REF X I MPORTANT M X SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n DEVIATION FROM IRIS DESIGN OR THESE SKCIFICATI". OR MY OWING. SEE MIs-GI MY TPI. SEE THIS DESIGN �`'T 1 f'�., TC DL 7 .0 PSF DATE 01/18/95 FAILURE TO WILD IIE TRUSS IN CONFORMANCE MI IM OSIBG/Y IPI. FOR ADDITIONAL SPECIAL PEMANENI BRACING RE ` ALPINE COMNECIORS ARE "ADE OF 206A GALV. STEEL MEETING ASIN OUIREMENIS. UNLESS OTHERWISE INDICATED. IOP - - BC DL 10 .0 PSF DRWG \U\\ A444 GR B EXCEPT AS NOTED. APPLY COrNECiORS 10 EACH FACE OF CHOW S"ALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND LoLESS OIKRwISE LOCATED ON DMS DESIGN. POSITION LY ATTACMIT PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF LJS CONNECTORS PER DRAWINGS u0. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATFACIEO RIGID CEILING SEE STATE OF - TOT.L0. 47 .0 PSF 0/A LEN. 6-8-0 CONFORM APPLICABLE PROYISHONS OF NOS C iPi. M ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/811 FOR PROPER F t'� SEAL ON IHIS DRAWING APPLIES TO lit COMPONENT DEPICTED HERE OTTWAI.L APPLICATION. FONISII A COPY OF 11115 ' �. EORTO Q'. DUR.FAC. 1 .33 IN ONLY. AND S11A L NOT eE HEL REO OPDN IN ANY DIMER MAT. RESIGN 10 THE TRUSS ERECTION CONIRACTOR' WEEP`', rn,r...,r. .. _ I A(-1/