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Permit 695 Selva Lakes Cir (vault) PERMIT WORKSHEET Certificate of Occupancy -� Job Address: tType Work: •r Property Owner: � JCD Phone # SLS� N Contractor: Phone# Permit#: CSS © 3 Date Issued: S— Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # C MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab , Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough / Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspectkon: Failed Inspections: Date Paid: CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 x319''' Application Number � C; Date 6/08/05 Property Address ''S CIR Tenant nbr, name TRS Application descrip Property Zoning ;'' �• Application valuate Owner :4,�y GEESHIN, JO •�o RR~ ~ ds OF N FL +., V?1vFL 32258 `1, 1 ------------------ •ti Permit . . . Additional desc �' `o Permit Fee . . . . 'a Fee . 00 Issue Date . . . . "� - 0 Fee summary Charged _ ~ lted Due ----------------- ---------- ------- •----- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 k 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 CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL F W rt IyL`l rJ�„ �S CITY OF ATLANTIC BEACH a Itl ELECTRICAL PERMIT APPLICATION (( rr Date: Property Address: rr- Owner: Telephone#: Contractor: Telephone#: 2 - 3a 9 Contractor Address: I�Zzl�n' 7ADr., Fax#: FAO-o 3 V 3 Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New 49;- Residence ❑ Temp. ❑ New being done on this building Old El Commercial ❑ Signs ❑ Increase Or site,list the building $� Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances, TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO.�^` KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous V�e 4 C2 OQW 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atlantic-beach.fl.us Revised 1/04 J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD t ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 f J13��r� Application Number . . . . . 08-00000499 Date 4/14/08 Property Address . . . . . . 695 SELVA LAKES CIR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 3 fixtures ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NORTH FL.CLASSIC HOMES TDG PLUMBING 8081 PHILLIPS HWY, SUITE 14 4426 LOYS DRIVE JACKSONVILLE FL 32256 JACKSONVILLE FL 32246 (904) 545-7341 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 60 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/11/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 60 . 00 60 . 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 's> PLUMBING PERMIT APPLICATION Date: Lj [(k Property Address: n_ " - ``1 J- 5elcm L+6 C%-'c 1,C Owner: Lc e5�-h "'S c Telephone#: Contractor:' (e Telephone#: 9'L( Contractor Address: Y Li;� (o Fax#: 9-`4- 11 S"W Contractor Signature: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type•. If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets , Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine _ Lavatory Water Sewer Water Heaters rem v"g l✓t ('K z HO Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road s Atlantic Beach, Florida 3223345 Phone: (904) 247-5800. Fax: (904)247-5845. http://www.cl.atiantic-beach.fl.us Revised 1/04 Truss Connections Lot 70 in Selva Lakes North Florida Classic Homes Truss uplift Truss Stud to Double Stud to Sill Left Inter. Rig ht Connection Plate Connection Connection T1 780 780 HDPT2 TYPICAL TYPICAL 76 430 1030 470 (1) RTPGA830ts N/A TPP4 on Post T10 970 970 (1) RTPGA830ts N/A TP134 on Post 711, T12 520 ' 520 HDPT2 TYPICAL TYPICAL T14 690 750 HDPT2 TYPICAL TYPICAL T19 520 300 HDPT2 TYPICAL TYPICAL !T21 810 1210 (1) RTPGA830ts N/A TPP4 on Post ALL OTHER'S <510 <510 1 HCPLULR TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TP134 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790# uplift for trusses at 2' o.c.) Nail with 8 - 10d com. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 1100# w/ 10 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MST27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) Use Simpson HUS26 hanger where hangers are specified. 3P0 9�_ Jeffrey K. Hulsberg P.E. (904) 886-2401 �� -a1gle Aeach ER uatA OURDERS � cEIAT 5/16/@S 00 OC Draw Des;�iotion Reeceipt er;no; SSt}I BP ►S Quentit� BUILtro CITY OF ATLANTIC BEACH �r:-�.. 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030317 Date 5/16/05 Property Address . . . . . . 695 SELVA LAKES CIR Tenant nbr, name . . . . . . PORCH ENCLOSURE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 27800 Owner Contractor ------------------------ ------------------------ GEESLIN, JO FLA DESIGN BUILD INC 1301 D PENMAN ROAD JAX BEACH FL 32250 (904) 757-7087 --------------------- ------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 170 . 00 Plan Check Fee 85 . 00 Issue Date . . . . Valuation . . . . 27800 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 170 . 00 170 . 00 . 00 . 00 Plan Check Total 85 . 00 85 . 00 . 00 . 00 Grand Total 255 . 00 255 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN.YjVES. .Ad^O. BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc: D. Ford w ; BUILDING /ZONING DEPARTMENT ,ns T) 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us ` PLAN REVIEW COMMENTS MAY Permit Application # CC S � Property Address: (..vq S ��✓A L-'4N'ILz�5 C 2 Applicant: Dos l C 1i &u- C Project: �iJiZ�(-E C�C_C—b�U 2C This permit application has been: V/ Approved F-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: LAA— Date: Date Contractor Notified: rrrLy;J�� CITY OF ATLANTIC BEACH s C�2 Com— L-( ZZ5 MAY W&IN6P: ERMIT APPLICATION x4 - (Alterations & Additions) Date: �.�- Job Address: �O 95 SL1Ji9 L 1GS G 1��L Owner of Property: CY e,e<, Address: 1'6 < !� :5y t 'y- Telephone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: ELIC 9(gpv t�C�l L(j, /,.,UU State License Number: C, TA Contractor Address: 1301-C> � 0 APP) (ZC-'> -J A66 � A t-1 E%L. Telephone: -75"1-70&_7 Fax: c?qz- —1 vv4- Describe proposed use and work to be done: (a�1_1 e- A,: n—su rr-. Present use of land or building(s): yt_5 LC"- 0 Valuation of proposed construction: $z�7, 8 0-c5fo What are the dimensions of the added space: t*/ S feet x 1� Z1` feet Will the added area be heated and cooled? y New electrical or increase in service? �0 Add plumbing fixtures? P0 I Add fireplace? )y D Add heating/air conditioning? it)0 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? ENO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NrNO. 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.atlantic-beach.fl.us Page 2 Revised 8/04 ELVA LAK 114JiVllECI+la NER.S AS VCiATtt N R�,t)6lEST FQii AitC41TECTURAL APPROVAL MAS` "'liis re ues fo to be cora feted by the Homeowner and submitted to the(ARC) lYor to the coirimenceinent of work. DATE RECEIVED BY ARC:'.� Q�.__.�_____. THIS SECTION 7O BE COMPLETED BY HOMEOWNER I Date: _..__ _ Lot#. Address: __ >+ � 3 -X l Other Phone: i-lonie Phone: �_ _.____... Contractor: Describe the work to be done: (i.e. screen room, addition,fence.,garage door,siding,outdoor lights,exterior painting, roof repairs/replacernent,gutters„etc.) Location. Attach a copy`of your survey indicating the location of the work to be done. Describe Location:Specifications: Attach Attach a copy of the plans,drawing., picture.specifications(material,color,etc.) All exterior paint must rueet SLA specifications. _ Estimated date of completion: NOTE: Owners are responsible for the conduct of the contractor. You are required to supervise the work being done. You are personally responsible and liable for any damage done to common property or adjacent property. When required by the City of Atlantic Beach,Vol]are req . ed p de t ARC with a copy ol'the building permit. Homeowners Signature: _ ---� _ Date: -' s Date Approved� Dale Denied ARC" Signature(s): � X6 Comments or Conditions: ��'�.�_.,� ... ._M�-'-'� �-�,-t. �.t..�.�.µ -� �-uW1c.c�-.� -.�%`f�� ✓t... cJ� u%u..ra.,f.,� .4- �.. 4-A, -,u 4, These five colors will provide some individuality to eacrr 01 ine units o No other colors are permitted in the Selva Lakes Development. If you have any questions regarding the painting of your home or fence please contact the Selva Lakes Board prior to painting. NOTE: All fences on interior property must be painted. The required color is SEAGULL GRAY # 72 as specified. No other paint product is to be used on the exterior of the units other than Benjamin Moore. CITY OF ATLANTIC BEACH r, s) 800 SEMINOLE ROAD -' - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 IF Application Number . . . . . 05-00030647 Date 6/28/05 Property Address . . . . . . 695 SELVA LAKES CIR Tenant nbr, name . . . . . . REPL SIDING Application description . . . SIDING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1300 Owner Contractor ------------------------ ------------------------ GEESLIN, JO FLA DESIGN BUILD INC F 1301 D PENMAN ROAD JAX BEACH FL 32250 (904) 757-7087 ---------------------------------------------------------------------------- Permit . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1300 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMTP IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT z� . Hi ins 1 r) 800 Seminole Road S. Doerr v Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax b www.coab.us2 Ai ' PLAN REVIEW COMMENTS JUNL Permit Application # Co Property Address: (o"l' � "-L�/P� ��u, ►'L, Applicant: e-s' C G�J 6o,c'D Project: -RCPZ-- �J CN f This permit application has been: Approved r7 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: L,i Date: _�Z�L Date Contractor Notified: JUn 21 05 09: 15a William R Stowers 904-264-9569 p. l CITY OF ATLANTIC BEACH SIDING PERMIT APPLICATION y J� Date: dL0 0 1 -2 i7- �� 1ta Job Address: a do_ l..o-h e � P�� -2 � - `Ve,z�i. "L 3� 3 Owner of Property: eS C)r%, Address: ck� Telephone: Legal Description: Block Number: Lot Number: 1 V d- Zoning District: Siding Contractor: oY, Q S:q.,. �-,,c�- �}•,w o�J�•,• .. Contractor's Address: 3 c3 1 - Q Q�-ti �--� - '-�- -�-a c�, 1" Telephone: Fax: Describe proposed use and work to be done: Present use of land or building(s): X I-5`A �- Valuation of proposed construction: '-t*1.3 o,C� Is approval of Homeowner's Association or other private entity required? �� , if yes,please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as annronriate incomplete applications may result in delay in issuance of permit 1. Provide detailed information of product being used and how it is to be attached,i.e.,fasteners,etc. ox- 2. Provide completed Owner's Authorization Form if applicant is other than property owner. Address and contact infononation of person to receive all correspondence regarding this application(please print). Name: �. �1 ��- 0,y� Z Mailing Address: / iV 3 -t-o'�5 �• •�• . 'z Zo7'� Telepbone: Fax:%q, C-4 800 Seminole Road -Atlantic Beach,Florida 32233.5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atiantic-beach.fLus Page 1 Bruised 304/04 CITY OF ATLANTIC BEACH s SIDING PERMIT APPLICATION } Date: �.v 4 ({ E 1 ?2,0 Job Address: / ,� C Ja-- a-�e C�� PGl -e- , Owner of Property: e.e5 CI h Address: Q Telephone: Legal Description: Block Number: Lot Number: oZ Zoning District: Siding Contractor: 1 aY,Xa- 0-S; q.� ?> ►..►k �• � �ti...� �.a►J c-,% _. Contractor's Address: c� 1 - ', �- n, r�GQ., �• .,�a, c�-�, � 31- c� Telephone: n Fax: Describe proposed use and work to be done: ke,Q) ,.,Q. Present use of land or building(s): Valuation of proposed construction: /,3 o4 Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. 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. I. Provide detailed information of product being used and how it is to be attached,i.e.,fasteners,etc. 2. Vy&idve completed Owner's Authorization Form if applicant is other than property owner. Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: / 3 Gros`� .,. , ► e 07 Telephone: _ D U -(o to-U� 7-� Fax: log-"I-(, U-e? E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 1 Revised 3/04/04 e P ` I hereby certify that all information provided with this application is correct. Signature of Owner: Date: 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 that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: AS TO OWNER: t Swornto and subscribed before me this z O day of 20 O S� . State of Florida,County of Duval .�,D�Y111. r wim= R stol!Rri Notary's Signature: LX�y �c + Personally known low,,�� iui►�`� Adutio Boa ft Ca,b& ❑ Produced Identification Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 ®�! State of Florida,County of Duval `-x ls,My ►, Ham IL y Notary's Signature: � jgp� tPersonally known list X08 O,Le. ❑ Produced Identification Type of Identification Produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.cLatlantic-beach.fl.us Page 2 Revised 3/04/04 f ►`1:r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030941 Date 8/11/05 Property Address . . . . . . 695 SELVA LAKES CIR Tenant nbr, name . . . . . . INSTALL FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- - - - -- - - - - -- - - - - -- - -- -- -- -- - - -- --- - - - -- --- -- --- GEESLIN, J WAYNE CONN PLUMBING INC . 3429 N. LIBERTY STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32206 (904) 353-3102 - - - -- --- - - - -- -- - -- -- -- --- --------- --- - - - - ---- --- --- ------- -- -- -------- ------ Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 56 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due - --- --- ----- ---- - - --- -- --- - ------ - --- ------- - -- --- ----- -- Permit Fee Total 56 . 00 56 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 56 . 00 56 . 00 . 00 . 00 PET IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUI� CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: _ Property Address: �� Se—1 u A tom+►v-x– Owner: (fie_ems 1 _ _._._.., .` _ Telephone Contractor:_�A.�'1 _wu4_.��..t��4��=�__ Telephone#; 353–3 i a -2– Contractor Address: -,3 H-2_q N , L_% I e 'Fax#: In consideration of permit given for doing the wont as in the above statement.we hereby agree to perform said work in accordance with the attached plans and specifications which ane a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. t Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard I'lurnbing Code. - Plumbing Type: If other construction is being done on this building or site, D New list the building permit number; • Re-Pipe U)S=._ Number of Fixtures: i Bath Tubs Showers Closets Shower Pana ( Dishwashers L Sinks Disposals _ Urinals Floor Drains Washing Machine __. Lavatory Water - j Sewer _ _ Water Heaters _ Other Permit Issuing Fee: $35.00 Total Fixtures: X $7.04 + $35.00 i 00 Seminole Road-Atlantic Beach, Florida 32293.5445 ' Phone: (904)2474MM- Fax. (904)2474MG- http:l/www.ei-atlantic4)oach.fl.us City of Atlantic Beach +t* WOR RECEIPT *** Oow. BORDERS Tyoe: OC Drawer: 1 Date: 8/11/05 0 Receipt no: 75995 Description Quantity A*ount 21105 30941 BP BUILDING PERMITS 1.00 $56.00 Tender detail CK CHECK 2948 $56.00 Total tendered $56.80 Total oaysent $56.80 Trans date: 8111/05 Tiee: 8:35:31 City of Atlantic Beach REPRINT CUSTOMER RECEIPT Doer: BORDERS Tyne: OC Drawer: 1 Date: 6/28/85 88 Receipt no: 65984 Descriotion Quantity Avount 2885 3647 BP BUILDING PERNITSSIM $68.88 Tender detail CC CREDIT CARD Bef68. Total tendered $68.88 Total aayment $68.88 Trans date: 6/28/85 Tine: 11:55:21 ADDRESS 6 9`5 BUILDING PERMIT NUMBER 6 INSPECTIONS: FOOTING UNDER SLAB PLUMBING �/ SLAB / - /�, 4�4 FRAMING '/ 7-94 COVER-UP K--1 '7- 9�' INSULATION 5`- g b FINAL BUILDINGr CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # l/S6 �r- INSPECTIONS ROUGH �'-/"? -g 6 FINAL "' MECHANICAL PERMIT # 11 -7 63 PLUMBING PERMIT # `� 707 140TES: �;�� ,•,-, � / 3 735 �i�� c. � --4�—�r J CITY OF ATLANTIC BEACH f s 800 SEMINOLE ROAD --' -,� ATLANTIC BEACH, FLORIDA 32233 J INSPECTION PHONE LINE 247-5826 %:07 315 Application Number . . . . . 04-00028018 Date 4/01/04 Property Address . . . . . . 695 SELVA LAKES CIR Tenant nbr, name . . . . . . REPLACE EXISTING HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ GEESLIN OCEAN STATE HEAT & AIR 1476 ATLANTIC BLVD . ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 247-9320 (904) 249-8251 ------------------------ -------- --------- -------- --------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 f 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 TETE 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. %� C R 1�%k- - BUILDING OFFICIAL sf CITY OF ATLANTIC BEACH r' MECHANICAL PERMIT APPLICATION rJi31�` `^ Date: J Property Address: Lr.AG (�;elYa. la. e�3 ei: Q Q Owner: —ro f4slien1 Telephone #: Contractor:� S s�lya,, Telephone #: Mq- � Contractor Address: 1x7(0 L (61Vc Fax#: `'t' `'tq In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric ��, ❑ Gas: _LP Natural _Central Utility ❑ Oil hD ❑ Other—Specify_ MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed _Central _Floor Residential Air Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm C3 Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpmExisting Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _ Manlift Escalator (Number) 1 Replacement of Existing System ❑ Gasoline Pumps (Number) /`� ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency P HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency T plc, TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atiantic-beach.fl.us I MY OF Of€ice of €3wlc tg Official / j7, Ii-MIEST FOR INSPE(" 0,3 /� t/ DM- _ _ _ f'nrrrul tin. Time A JA / Rums", �j .. ,. Is p:{, —U L..`C,filV 3UlL_ D CONCRETE ELECTRICAL Fs Ln.ipliti� "+1EGfjAWCAL •r�u � P,� !i�ar{ R��2h ` it„� {� r F� her gond. t R�c(inq 51 {, ipre{i r r, l ��+{ t hatir9 st l?titin l r;!,. Find r Ple(acr,, Pre Ab READ n limt`E(;mi{ Q A{a s;h;� 7ir"4 s:eE! Tfru4 Ffisday t` tl.?, i rtlS( '+urn ,f 1-1;TY CF ,Offica 3uilcling 0 f I;cio I R ec,-,lve d v n e r Name Contractor ll I' 'r-c RE IJ I LD IN G CLN =1 ==MCAL j AI 3!,N G Framing Feeling Rot ,h Mring R, Rooting Slab imp Role op Out lnsulalion Lintel Final Sewer Place READY FOR INSPECTION Mon. Tues. Wed. Friday ',lade de Finai inspenon of occ,"pancv City of Atlantic Beach *** CUSTOMER RECEIPT *** 0 0 e4: CKOMOREK Type: OC Drawer: I Dates 4/61/84 81 Receipt no. 45289 Dewription Quantity Amount 2884 28818 BP BUILDING PERMITS 1.88 $79.88 Tender detail CK CHECKS 17733 $79.88 Total tendered $79.88 Total payment $79.98 Trans date: 4/81/84 Time: 8:56:59 . . h. 13725 DEPARTMENT OF SUI LDING' AlE CITY OF ATLANTIC BEACH . P IT j0"FO IATION ------ ------- ''LOCA'ION INFORMATICSN -------- -it -_ --_-. t Numb aw 13721 Address ., 1$95, SELVA- LAKES CIRCLE Permit Type:ROOK AVDITION ATLANTIC> BEACH, FLORIDA 32233 s of Work;ADDITIOV --------- LE0AL DESCRIPTION, 'Cons t r ypo*`WOOD FRAME Block: Lot. . Twp, 0 ropos�c�O Sectiow. Subd:0 , Rnq . I twe s Suibdi v s i on*iSELVA LAKES 1..mp. env Co t 500'.00 ib Utal e .t` 23.00 uit ; 5 00 Me' vrr APPLICATION FEES I am P PERMIT 25.00 00% �Add 8 R FLOOR I l3A 1 . . a' , .rr.., " � bd' € 6 C t PULL v I CQR RA:'I'�0 , Addr 5,.0081 PI S HTOWNT SUITE 14 �C ON , FLOR T I3A 32256 n lie Bites 4414 L C x NOTES: r R NOTICE-AJ COt�+CR06 FORMS AND FOOTINGS MUST SE INSPECTEfl BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUES M BUILDING MATERIAL,RU.BBISH'AND.DESRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,-AND MUS�t SE ! CLEANED UP'AND HAULED AWA'f BY EITHER CONTRACTOR OR OWNER S'FML:URE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT [IN THE PRE�PERTY OWN.— A PAYING TWICE FOR SUIL.t3IN 3 MPRC �MEt1I S, ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART Of THIS PERMIT AND SUBJECT TO REVI~3C VIOLATION OF APPLICABLE PRt7V1 "ON$Of LAW. 4 CHECKS 58183216 � ATLANTIC BEACH,BUILDING DEPARTMENT, , By; 777 CITY OF ATLANTIC BEACH PERMIT CALCULAT N SHEET mss __ Address S L t,/'!4 G. C r 62 (.� T f L c. ( `� Date Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch J @ $ per sq ft = S Deck@ $ per sq ft = S Patio @ $ per sq ft = S C�a TOTAL VALUATION : S S S Total Valuation 1st $ S Remaining Value $ . per thousand or portion thereof '"TOTAL BUILDING FEE + 1112 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP $ RADON (HRS ) . 0050 5 SECTION H PAVING HYDRAULIC SHARES S CROSS CONNECTION S ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE .5 Y, ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF I DESCRIPTION j�r(lt�s�'CG �c'CiCI - 7!4:C<iC� 800 of HNOLb:ROAD Lot r_ _ Block I........Section � ATLANTIC BEACH,FLORIDA 3223t-.-1�44; TELEPHONE(904)2.17-5800 Subdivision: � (ti Lac-(s- RECEIVED FAX(904)247-5805 ---- - ------------------------- Street Hame APP DE ANTIOH OF WORK or Address: _ �UW [_CIBC L If in a FLOOD HAZARD City Of .Atlantic Beach «X« Building and Zoning Flood Zone:--------------area complete page 3. Brief Description: Single Family Dwelling Class of Work— (Nev/Remodel Addition) _____________ ZONING IHFORMATIOH Type of Construction:_ Zoning Proposed District: PUD Uses Single Family Residence Estimated Value S S ,� exceptions or Materials: ruse Pine Fur S Pine Variances Granted:--- -----—---—_____ Solid or --------------------------------- Filled Grounds_Fi7led------RooS:_8hingles__ OWNER INFORMATION Method of Heating:__F,1,P_OXrlQ________ Property Ovner:_Pulte_Home_Corpora_ti_on -_ _ 733-7300 - s_ - --------- - ---- Phone: ------ Moiling ------- - Address------ •- B+S- �a.Ys_e�1i to 14--------------- ---- Jacksonville,-Fl.---------------------------- Zip __ ---- ---- CONTRACTOR INFORMATION r Contractor: Pul a Home or ora o Phone:_ 733-7300 Hailing ---_ _-.._.._ ..P _�-------------..�- ---- Addregss Rog1 vh j-1-jp-cL.0 adkksop3dlle2 Fl. — -------- zip;_32_256 License Humber:- G-C057891 Date: -31-98 ----------------------------------- ---Expiratio`$ ----------- I HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THC SANE TO VE TRUE AND CORRECT. ALL PROVISIONS OF THE LAMS AND ORDINANCES GOVERNING THIS TYPE OF rORK WILL BE Air"yIt. COMPLICQ WITH, WHETHER SPECIFIED HEREIN OR NOT. THC GRANTING OF A PERMIT DOES NOT FRESUNE 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 Tiff „l PERFORMANCE OF CONSTRUCTION.Or THE PROICCT, I UNDERSTAND THAT THC ISSUAMCE OF THIS PERRiT IS CONTINGENT UPON THE MOVE INPORMATION SEIHO TRUC AND CORRECT AND THAT THE PLANS AND SUPPORTIN4 is�aA, DATA HAVC.SEEK OR SHALL SE PROVE Q AS REQUIRED. Ovner Signature _ ._ _ ____Date _/_ 7- 4. Contractor 5igpature \` A Ae Date_ _/ FLOODPLAIN DEVELOPMENT INFORMATION Location:: b J �4L(- /'��C,o Type of Development: S e < Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: 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 required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop ed development. Date l�� Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative /./ Fyp©R ID��g\e� FL ooR tgipE a�p,R � F\N\gN ID pPft? ��' PRS PF2on, tFRONt �R\M F�o@R �RApE gNGGO (} Q Fir— rizo P�`�_ tFRON Ep.Ri� Q D D ED.p�PPR�V H Of ATtANT1C Q co � au it,DI�G flFF10E co�-u Q p 997 ctl 1991 � 1 SQA ��aGn \ �Y o`� 12 LIG!-tT STUCCO TEXTURE WOOD TRIM 4x9 VERTICAL $1DMG UNITII11 H T E L EE VA T 1 ON SCALE: 1/4' - V-0' 0 k i c �� ► I s r 1-—— —-� 34.-0. - - I - -4• —1"� I i 10'x 40•VV(S)*s I I 6' a•x la•ry[s)�s ROM CON r.FOR 2 I I I RODS�T'tarty 1 STORY Ll I i r TI I I I THICKEN&LAS I EDGE 10'x16'tw THICKENED&LAC rnISLAB a•x r. I I (2)5 RODS CONT. EDGE 6'x8'W/(1) I F (2)�)0b EN LAM T. I I 5 ROD CONT. I + a r 1 I I -—————— ---� I I it I I � j ! Ij I• r--I 4'MONOLITHIC SLAB IIY FIBER- I — ME&H OVER 6 MIL POLYETH- _——,J .;f YLENE VAPOR CARRIER OVER ——-j CLEAN.TERMITE TREATED A COMPACTED FILL(TYPJ , ;r ' I I 30'.2• b'-4• 1'1•_6• I I t`I I T 1It= II Co P 101 lISX t7 O� 11SX3 rn j a OF ou � A LAKESVto kx ' THREE AS iI CWRDED PLAT BOOK 44, P./�GRO ES 00 THUGH 606 OF IK 6TkJW04T'PUWC RI* OR CDS OF DUVAL COMTY, FLORIDA. Fok. NORTH F AIWA *,4sw MWES _ .T=- ., 'K l 1M�1 WN A19GVE i1I�+1 �13C9 PLAT. SMVA LAXES kf/w VAME A - 08 22` L r�f 1 $17*23'47 E � 34.5r 8. . P.R.C. Lmft24, Zr) PR.C. 4i h 4' +,; Q LSM` 041 h Y V' ' t 3► aXo^ > ^ %t Z 1 8 �. ^ 3r. � ~o p. p�. ul OD _.. . : ccs ti a �p Lw +� ' 77- T- m 1• 0 0 � ROM UWE s`sU. rA xcic. Z t O G� pG 6' wow Po" G �P 34.50 S83-42'00*W THE PLAZA (80' R/W) I F FIAT TINS StJRiI&Y. PQtFQRMfA 11N0ER 1AY RESPONSiBkf iSRECTK3N MEETS TitE LE"NQ frNhMMI�fWAL SYANGAiEO,S Fdi !./WD StJR1lE'MC1RS iN ACCORDAMt:E W1;F! tiAf�1ER 81613-6, FlaftiDA ADYMpSTXtATtVE t:OOE {PtJRSiJANT TO SEC1TflN 472023. FI.ORibA STATtJ1ES�, AND FURTHER CERTIFY THAT • F)r O 11o1NJAIDr Ti�ERE ARE NO VISIBLE.ENI:�tOACHir1E11T5 IPPON 1TiE SUBJECT PROPERTY E.><CEPT AS StlOY1S1. • t/p1�'fo��tDD��tNt111ow LRA- OIIIG 1ffkS"d1IC11�0N tUK FJ)00 C07 FICA '•THE LRT SNtm mm(w 1S W FL000 vVl+sv�7us� Aw AS=ATMNC, R R �E ZONE •) AS SHOW ON THE FT.00D OSJR/= RAZE 1`13 NAtJ)0 AW— JACKSONMLLE FL, AA AM LEMM MAP, CM"NITY PAW N0. 120073 - 00010 DATED 4-17-60. cm ONM pm PSTOF ATIWE P.T. POW OF Ti�I ECY SURVEYED AM. 17 1996. •* A • PAec aw aOF VVE SCALE: 1' m 20' r0. F4gOtl1fD OW4MI SURAYOR NM 4467. FLORIDA MT-f1F SKY ZRLO FIELD BOOK PAGE v. oat wu �Z� �_ JOSE A. HILL JR. m OF VIIiwi L A` LAKES UNIT " AS WCOROED IN PLAT BOOK 44, PALACES W TrODUGH160 OF THE OXIR04T PUBLIC RECORDS OF DUVAL COMT'Y, FLORIDA. FOR: NOFtTH FLORIDA CLASK MOWS S LVA LAMES CRCLE QR/W VARIESS) I�$ 4T�E�, P.R.C. P.R.C. QVC w 4 • � Q �n a 3 13 kk c o. z o� -' -' W OD rA. OD4w L 14,51 o to a a a OOF uME '041!' tuZ Z R Wow ' ti0, r woad 34.50 S8�►'42'04�1N � City of Beach Bu* i and Zoning THE PLAZA (80' R/W) 1 H Y "Yu+r 1fN5 selR+�r, PttFolt uND�R AtY RESPONSteLE tcTION IETs T1iE LEGEND: A�w� u+�Al STANCARDS FOR tIWG SURYEYdtS IN ACCORDAi�ICE rrnt CtIAf'�TER et6't7-b, FLOI�DA ADIIU�ISTIZATTY£ 0100E {pl)ItS1JIANT TO $ECT{ON 472027, FLo�DA sT/1RJTES), ANi? FURTHER GE'FtTIFY Tii/►T • THERE ARF NO VI'3i61E EliC'ROACFiA 11i'S UPON THE SUBJECT PROPERTY E)OCEPT AS 3fOWN. • tt/Z• FOkllI IRON � �y j�� y 704 A�. L 9MI D IG I C71�ON tLUNNE FWW CM ,G THE LOT wim mmm" IS W FLow CLLR N AND IN7�7V� AXS, INC. R wRAZIUS m"'f xmt 'k' AS SHOW ON SNE FWM *".MM RATE tff3 WALDO AVE„ 0XKEONVILIE, FL., 37207 A ARC IENM W. OOMYINMTY PMM-NO. 120075 - 00010 DATED 4-17•-89. 04 OHM P.Q POINT OF P.T. POINT OF TAN ?1CY SURVEWD ME, 1j ty�6. �. �e . PAC. POINT of C��cu� A.C.tC. POINT Of GJIlp VE PD, FOUND SCALE: 1 a51sRVE _ R/W —of-V AY F9E10 BOOK PAGE T3 _ REeISTa�Ea YraR Pa 44a7, FLaswA R04T O v. O oois VOLUM JOSE A. NILE. JR. CITY OF ATLANTIC BEACH _ r DEPARTMENT OF BUILDING 8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826 FAX: 247-5877 •PERMIT_INFORMATION _ LOCATION(INFORMATION i Permit Number: 24099 Address: 695 SELVA LAKES CIRCLE j Permit Type IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 ` Class of Work: NEW Township: Range: Book: IProposed Use: SINGLE FAMILY Lots): Block: Section: Square Feet: Subdivision: SELVA.LAKES- Est. Value: Parcel Number: Improv. Cost: _J _.---_- OWNER INFORMATION Date Issued: 5/15/2002 Name: GEESLIN, JO Total Fees: 25.00 Address, rp95 SELVA LAKES.CIRCLE I Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/15/2002- Phone: (904)247-9320 Work Desc- INSTALL ARlGATUN SYSTEM CONTRACTOR-(Sy__ _-- -----_--- _ APPLICATION FEES . J 4 ULIHAN TERRITORY/SCOTT HULiHAN PERMIT 25.00 77f in.11.1.31-i".tl.�, SOx '�"� .,,,. •� „ a � `F,..a 'n�4`jti v-- , y�# r tz t ,�.r � 4'-x 'fi - . NOTf � ry " 5 tIV�C ION -� ":. kw.a BUILDING MATE �V r � THIS vVOR fKI rjT_T4U_I w-pm � SPACE, AND . MUST BE CLEUP AR �`TfEPI'llx "FAILURE TOC HI- � � PROPERTY OWN . r � � ISSUED ACCORDING T t € T-�.lIs P # ECT TO REVOCATION _FOR VIOLATION OF APPLI Oper: RANIER Type: OC Drawer: I Date.: U15/82 81 Receipt no: 57769 . _f - 14 PERMITS-BUILDING 1 825.80 ATLANTIC BE�C4 BUILDING—DEPT� -_—.: �1�0032218� i 695 SELVA 4ARES CoRn CK CHECK�}KS. 3555 825.89 {tH1�t l t 1IIiAd: 't8AX25 T,Tc.riS. r C= Or LZC SERM APV ZX It w FOR l lzamnw Rzlqwr JOB LOCATION: �S�S � ��•-•- c�� a, 4WNR car PROPERTY: TELEPHONE NO. '1 - q 3 a PLM4BING CONTRACTOR `�y,� � i,, ,t SIN 1,'�OMRACTOR'S PaDRESS-- n s� NUKBFIR. -3'� '`l 6 t a TE-zEPHOl - OF it F=ZURW OR mw WATER HEATERS SAM TUBS DISHWASHERS URINALS_ SALS ecu rRG MACHINE DPJLTNS SHOWER PANS SENZR WATER M-PIPE CLIST r=muvjm BZ.TNG RZPIPPD) OT'HEJR TCVLL= FIXTURR&f x $3. 5G + $15. 00 MINIMUM PERMIT FEE - $25,00 f. SIGNATURE OF OWNER: >` SIGNATURE OF CONTRACTOR: ---"--------------- ------"— ------------ INSTAL.LA=ff— Qy P &ING'ANB FIXTURES MUST IN ACCORDANCE- WITH. THE MOST RE-CENT EDITIMU GF THE SOUTHE.'W STANI O PLUMBING CODE. CALL A Ul�Y AAIEAf37 TO SCHEDULE TNEPEMOIqS - (904) 247-5826 . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . 4tifirade Of Mrruvallru (litu of yM Atlantic Seaeil — foriba :4hportment of luilbing Jnnprtion 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 ClassificationheW Townhouse Residence Bldg. Permit No. 11674 Group MitseTy a Construction W.fraMf4re District Atlantic Beach FL 32233 North Florida classic Homes 8081 Philli;s Hih�sa 414 Owner of Building [Address n in cc � Svirvzrre}ri. Buii ' g Address 695 Se va Lakes Cr.Locality Atlantic Beach, FL 32233 fly: DON C. FORD �! 6 ng fficia Gate: k Q —94 POST IN A CONSPICUOUS PLACE ------ ---- CITY OF n&4a4,,c SeacA--9&u *d Office of Building Official REQUEST FOR INSPECTION l: - Date Permit No. 7 f. Time Received LIJ G' 1 G � & ff Job Address Locality Own r'3 Na e r Contractor UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring `, Rough ❑ Air Cond. & Re Roofing ❑ Slab Temp Pole Top Out ❑ Heating Insulation ❑ Lintel C'. Final ❑ Sewer ❑ Fire Place Pre Fab t C READY FOR INSPECTION A.M. Mon. Tues. �f�e� +/�TThh�urrrss. Friday Inspection Mad � P.M. Inspector '� --F* Certificate of Occupan CITY OF 4&4a4'C 3e44CA-/&"�� Office of Building Official �3 REQUEST FOR INSPECTIONZV--3(/� Date / - " Permit No. ` 7 V/3 Time Received Job Address Locality Owner's I U Cl7 5C Name Contractor 141 UILDMN CONCRETE ECTRICA PLUMBII�, --#ECRANt6AL Framing Footing ❑ Rough Wiring ❑ Rough ❑ Re Roofing Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READ INSPECTION INSPECTION Mon. Tues. Wed Thurs. Friday_ nPM p A.M. Inspection Made j P.M. Inspector F�>� pect� _�� Certificate of Occupan Date 06/19/96 WED 12:53 FAX 904 733 7733 NO FL CLASSIC lib 002 >l41F MAP SHOWING BOUNDARY SURVEY OF LOT 942 AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RECORDED IN PLAT BODK 44, PAGES 60 THROUGH 009 OF 1HE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-wAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOV MENTIONED PLAT. FIgMH FLOOR ATIGN 13.70 BASED gN NATIONAL GEODETIC VERTICAL D&WM OF 192 _ SELVA LAKES CIRCLE (R/W VARIES) a — 06'00'22' L rte, N87023'47 E ep CH--=34.57' J!" 131 g1 ie" 24. aCZi - •_ _ - 95 g p- I t :z Q x31 3.4 16�a LIAwi �,�r Ul) 4W �+ y � Jr 0.1n l!1 14 9a\F� 2 . � �Id ^yNitJLUam CD cc it z L • R09w UNE C8 Z It `ll O Q Q cr W u, ' a��h s m9r woos FENCS 1 » =L t ' 2 7996 S83'42'00"W q, THE PLAZA (80' R/W) Building arid L3iIT I HEREBY CERTIFY 'HAT THIS SURVEY, PERFORMED UNDER NY RESPONSIDLE DIRECTION MEETS TME LEGEND: MINIMUM TECHNICAL STANS DARDFOR LAND SURVEYORS iN ACCORDANCE WITH CHAPTER 61017-6. FLORIDA ADMMNSTRATIVE CODE (PURSUANT TO SECTION 472.027. FLORIDA STATUTES). ANo FURTHER CERTIFY THAT R PGL%m CONt6ETE THERE ARE NO V15119LE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. M lam;mime Ym" O 1(i Q Am •- UI 9704 FZ OGO CERTIFICATE:TwE LOT sHem N@11ECN IS MI Flood CUMSON ANo AS.OC�.IAT INC. 6.R L sr RE37MCOeM uNe 20NE 'IP -,%.% 000 ON THE FLOOD 04UNANCIE DATE 1647 NA DO AVE, wck*cmV0.UL•p%_. 3aag? A � I�a� R IUDM6 MAP. CCAdMUNITY PAN10- NO. 120076 - ooe1D . OATM 6-•17-66. Pcm CHO" .0 P IT OF CWIVAIUR[ P.T. POW Q TAM00my SURVEYED JUNE 17 1996. Oat Y. A: P.me, PmnT or■ews% �.g c,�— P.GC PCMT Of CO1w'01#m Qmw SCALE: L _ RE01SIMM SURVEVM w0 4"7. FLONIDA f* MMTo-•oF-WAY FIM-0 BOOK—5■.17 PAGE 73 a b v. OFMCAL rtFsawes VOLLIM 36 is 52 JOSE A. HILL JR. ■ slueee eeLLWO ZId 086 NpSit�7 TETT SE.. E T Nnr CITY OF t �1�ct clic Veael — 11� 8110 SENUNOLE ROAD ATLANTIC BEACH,FLORIDA 32:33-tLif TELEFHONE(904)247--cm FAX(904)247-580c NOTICE TO: Water Department FROM : Building Department DATE: (7 - o? c- 9 y 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 y 122L�'I- Sincerely, / r-- ` s Building Department CITY OF 4&a& Aew-4-47" Office of Building Official REQUEST FOR INSPECTION Date Rp-- Permit No. TimeA.M. Received RM, L)CL 14j Job Address Locality Owner's Name Contractor ELECTRICAL PLUMBING MECHANICAL a3F�—1-7 Rough Wiring _ Rough Air Cond.& 0 Re Roofing E, -Slab E Temp PoleTop Out E Heating Insulation W"' Lintel E7 Final m Sewer Fire Place E, Pre Fab READY FOR INSPECTION Tues, Wed, Thurs. Friday A.M. s :06 ,/-' 7_?,/ inp-,-'etiop,Ma PM. je Rna!Inspection Certificate of Occupancy Date i t' //CITY OF fY�+t�tdL' LTi -�f Office of Building Official REQUEST FOR INSPECTION Date "' Permit No. _ Time L4e M. Received __.. M- f n 4 Job dress L Locality Owner's NameoaZContractor ` BUILDING CONCRETE ELECTRICAL PLUMBING—) MECHANICAL Framing 0 Footing ❑ Rough Wiring ❑ ❑ Air Cond.& Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ' Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday i A.M. Inspection Made _ _. PM. Inspeatar Final Inspection Certificate of Occupancy [late CITY OF '�f Office of Building Official REQUEST FOR INSPECTION j 113 l Date Permit No. Time "5 A,M. Received c P.M. Job Address L cality Owner's C � Name C ` BUILDING CONCRETE ��ELETRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring iRough Air Cond.& Re Rooting Stab Temp Pole Tap Out Heating Insulation Lintel m Final Sewer Fire Place -.. Pre Fab READY FOR INSPECTION A Mon. ues. Wed. Thurs. Friday -M. A.M, Inspection Made _._ �.__ _--- _ PM. spt ctorc' Final Inspection Cvti icaty of Occupancy TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address d a c&\ EnmlcmexlKx=exxx=xgAxkua*x=PtxmxcfxxthOxV=Nubta. Please update your records accordingly. Tha k u UILDING CLERK CITY OF ATLANTIC BEACH /vcb t TRANSMITTAL DOCUMENT FOR JEA DATE: b The following permits have passed "rough" inspection: Permit No. Address /y6 / g�ae�xex�o�zxxecx®a5cxtslxcape�a�aat Please update your records accordingly. Thank ou BUILDING CLSRK CITY OF ATLANTIC BEACH /vcb if ` CITY OF QeacA- Office of Building Official t , REQUEST FOR INSPECTION Date `� /�� Permit No. TimeA.M. Received _` l P. Job Address Locality Owner's I\ l7/-. x I Name / V BUILDING CONCRETE ELE RICAL PLUMBING MECHANICAL Framing L, Footing ❑ ough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole CJ/'7op Out El Heating Insulation 1-jLintel ❑ Final /�— ewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. Inspection M de /� P.M. Inspector Final Inspectiori�� Certificate of ccupancy❑ Date DATE : _ br__/ PRE-SE89ICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2J3 WEST DUVAL STREET JACKSONVILLE', FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE 8220 MADE AND ARE �ATISFACTO8Y; - kl / � _________ i/ / ' !'j��- -- --- ------------------------------------------------- ` ______________________________________ kncloae6 are the blue copies of the permits. SINCER ' , BUILDING I0SPE�CTIU0 DIVISION FILE _- CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 1914. 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 ORDINAN ES. Munson and Bryan l9*ic Co. R-0008471 1423 ME?47 ELECTRICAL FIRM: MASTER ELECTRICI KN SIGNATURE JOUfiNEYMAN norms Pt o r4a Lo t 1(4 , NAME C U-M-i'L 40VW-P-S _ ADDRESS:Lv95 �' Vii - 5 �T. RFD BOX BLDG.SIZE S �� (� BETWEEN:p I G,'L0. (c.C�l / �Q(�L �i 1�r, RES. (L-f- APT. ( ) COMM. ( ) PUBLIC 1 1 INDUS. ( ) NEW(f-,r OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SO. FT. SERVICE: NEW (-I INCREASE ( 1 REPAIR ( 1 FEE _ CONDUCTOR SIZE �L/t7 AMPS I S v COPPER ) ALUM. k 1� SWITCH OR BREAKER 150 AMPS ( PH 3 W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS, 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER 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. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. IKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE __j_SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES CITY OF Office of Building Official Y 3 M/� REQUEST FOR INSPECTION / / "1 Z -7 P �' NN �� "Date__ J � �__ _ __ __ Permit No. _ j Time A.M., Received _ _ _ _ PAI e_- Job Address Locality Owner': Name _ j" L _ _5_SLC-------- Contractor BU CDING � CONCRETE ELECTRICAL PWMBING MECHANICAL Footing Rough Wiring Rough Air Cond. & Re Roofing i Slab Temp Pole Top Out Heating 'nsulation Lintel Final Sewer Fire Place �e) os�c� Pre Fab READY FOR INSPECTION Aon. Tues Wgd. Thurs. Friday 9 A M ,(Y1 , p�EtLSe... nsperrion h4ade / 7,1_ F.,a! Inspection Cervficatc of Occupancy Date ___ CITY OF 4&aa& BwxA-AM Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received �P M� 'Job'AcFdress Locality Owner's Name Contractor U L 61IFN 6G lcumb�,, L:EfCTRlC�AL PWMBING ECHANIC!AL 'r UL I ED�Air o (�,�ing 0 0 Roug inng D Rough Re Roofing 0 lab N Temp Pole C Top Out D Heating Insulation 1.1 Lintel 0 Final Sewer D Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M.- A.M. Inspection Made P.M. Inspector Final Inspection El Certificate of Occupancy F, Date OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE L l!1p THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted -AIA —1)ZLIall'4145 del/ $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. e`DG CITY OF Office of Building Oficial {/ REQUEST FOR INSPECTION Date "�/ Permit No. � ' Time r A.M. Received L PM, 1 A) Job Addr Locality Owner's 77- --Z Name _�----.._ Contractor — /-y" BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D oof "C"y, Rough Wiring G Rough a Air Gond.& 0 Re Roofing C Stab pPale 0 Top Out 0 Heating Insulation G Lintel U Final ❑ Sewer 0 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday —.:' } A.M. Inspection Made � � _PM. Final inspection Inspector _. Certificate of Occupancy E Date CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: G 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. ER-0008471 ELECTRICAL FIRM: 4 ,, MASTER LE I NAM40yih �✓1c`^-� S V- DDRESS: �OCK` 'O UCL. �S 1� RFD BOX BLDG.SIZES v-ld-k ��"� `� BETWEEN: LCI -F_Si�� ,�r�7" Y►Q ZLL C�k RES.<,. APT.( 1 COMM.( ) PUBLIC( ) INDUS.( ) NEW ( ! OLD ( ) REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW"_ INCREASE ( 1 REPAIR ( ) FEE O� CONDUCTOR SIZE (-) AMPS COPPER I ,A)LUM. SWITCH OR BEAK l SL)AM PH �)W 1 LT P ��'-RA EW Y EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 1.100 AMPS. SWITCHES r INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. IOVER 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. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ O TOTAL FEES POR-30,44 11727 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORMA ION -_ LOCATION INI ORMA ION _- Permit Number: 11727 Address:, 695 5EL'VA LAKES CIRCLE Permit; Type:PLUMB ING ATLANTIC BRACH, FLORIDA 32233 Class of Nock:N i LEGAL DESCRIPTION _------ Constr. 'Type:WOOD P AME Lot : Block: Section: Proposed Use: Plat Book Page:G Dwellings : 1 Subdivi.sion.:SELVA LAKES Est . Value: 0100 _!--- OWNER INFORMATION I'1!prov. Cost . .q0` Nama ,NOR;!TH FLORIDA CLASSIC HOMES Totatl P 67 .50 Address: 615 SELVA LAKES CIRCLE Amount 67 . 550 ATLANTIC BEACH, FLORIDA 32233 96 6689 __ _ -__ APPLICATION TEES DO ```r P_ IT �67 50 NOTES:' :_Inspections Required Inspections 'Required Inspections Required I~I NAL Rough Plumbing Topout NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE 11 SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE,QF ISSUE BUILDING MATERIAL, RUBBISH ANDD'EBRIS FROM THIS WORK MUST NOTBE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY ITHER Ci7NTRACTC3R OR OWNER "FAILURE ' 0 COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE'BUILDING IMPROVEMENTS" .r ISSUETt.ACC4RDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANDAyp`IEf9� jagvooWwom lIOI ATt iNl~"APPLICA13LE PROVISIONS OF LAW. ATLANTIC BEACH BUIIIING DEPARTMEN s au`2.3 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: S So( yc Loo_k e S L� OWNER OF PROPERTY: L L04s 1 BUILDING CONTRACTOR: ` rk'o' `-.-kaSI L PLUMBING CONTRACTOR r g ��-L:S AND ADDRESS: TELEPHONE NUMBER: (9 0 4) 7 Y2 m(1 )'0 O. STATE LICENSE NO: CFc _ a l °I 1 Q 4 TYPE OF BUILDING: "_2�, A42AA,C TYPE OF WORK: �J_ew a u'vvl b ►l HOW MANY Or THE FOLLOWING FIXTURES INSTALLED T SINKS SHOWERS LAVATORY / MATER HEATERS BATH TUBS DISHWASHERS URINALS _ DISPOSALS CLOSETS I WASHING MACHINE FLOOR DRAINS I SHOWER PANS OTHER _ TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ _ !Japly----------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 z r- c y psw 11743 , DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PII lrT INFORMATION --- -- TION INFORMA?IOW -------- Permit I umber. 11743 Addres,4-,613 SELVA LAKES CIRCLE P � TYI �.A�IECHAIafCAL ATLZ4 'IC BEACH, FLORIDA 32233 Class of Wo - C3AL 'DLSCRIPT"ION �..----_. Canstr. yPe:WOODAAlI~ Lit : Black: Section: �' I Proposed Use: P1 at Book Page.*0 D0411 ings: I Subdivision:SELVA LAKES Est . Values 0.00 -----, OI!,NAR INFORMATION -----__-- Improv. Cost ; Q ,QU, Name 'SHArPER S SONS Total 47 .00 Address 8081 PHILLIPS HIGHWAY #14 Amount, 47 .84 JACKSONVILLE, PLfORI04 32256 996 4'ne TRAC, nZXT AND X1,9 In 14" "PlInvNis �... , ---....---C »--- APPLICATION FEES ---------- MC AIR CORD. PERMIT 47 .00 NOTES:' Inspections Required Inspections Requirod InspectionsRequired ROUGH MECHANICAL T"XNAL NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID`SIX MONTHS AFTER DATE OF ISSUE BUILDING"MAt,,tRIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT RE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED.UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER` *AFAILUI4 0 COMPLY WITH THE N E IIA IC' .I N LAW CAN' RESULT IN ' H R"VITY OWNER YVINGTWICE FdRTHE WILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS<PERMIT AND SUBJECT TO-RAYE ION FOR VIQL"N OF APPLICABLE PROVISIONS OF LAW, 1 , 4/121% 01 RCpts X10 r , t BiI:AM BU11DiNG DEPARMENT 3, r i,s k BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLA14TIC BEACH ( " ATLANTIC BEACH, ! ;_ORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — App' ant to complete all items in sections 1, II, 111, and IV. I. 5 J�Z LOCATION Street Address: OF Intersecting Streets: Between And BUILDINGzy,� Sub-division � , � ______�1c�--= � 11. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' S Heating & Air— Contractors Contractor (Print) Cond . Inc . Mester CACO-18970 Name of / M-48 Property Owner �� Signature of Owner Signature of or Authorised Agent L Architect or Engineer III. GENERAL INFORMATION A, Type of heating fuel: e' IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF VES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify - IV. MICMANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed $::�Cenfrsl ❑ Floor /,64 New Building \m Air Conditioning: ❑ Room WCentrel ❑ Existing Building T Duct, System: Materia Thicknesses_ ❑ Replacement of existing system f adv * New Installation(No system previously installed) Maximum capacity c.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g•p m. ❑ Fin sprinklers: Number of head---- Elevator eadElevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps_ (number) (Received) ❑ Tanks (number) Remarks ❑ LPG contains, (number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers Q Other — Specify Permit Fee a LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capaciroving pp Number Units Description Model Number Manufacturer (�oefe)y Ai1 lee,c_A9F Ila 11 HEATING - FURNACES, BOILERS, FIREPLACES Capacity Number Units Description Model Nttmbcr Manufacturer (BTU) A#41WY TANKS Now Many NoIrinal C'apaeity Type Liquid Drame at Serial Ap roving and Dim4nalons Contained Malsuiactu2w No. cT _' - 1674 DEPARTMENT OF BUILDINQ ` 408W #V 'CITY OF ATLANTIC 8EA0Ii : .� .ZPNvN . w ` 116714 ' /ryd{� Perrrait` 'IYp BUILDING ILDIN4 N["'�`IC BEACH, +`L+O IVA 3223 ' y`VI W - WLlrit: ,iCIT7 LEGAL iI�1$CRV?T OX --------- ,Constr.� Type-. WOOD P`RAME Le�� 1�2 8��s Sect� : Proposed Use: SINGLE PXLY(A'1"I') �� 1p RNG � 1 ire s: 1 Cads: Q Subd�.wi.oioil $ELVA LAKES D g A Estimated value Improv. Cost : t .00 Total Fees ' 2�68•�2S - � t 3/29/96 Na NEW TOWNHOUSE RESIDENCE PER PLANS HSP 1546/11tAWN 729 APPLICATION FEES ...,._.. C iSSI OF ?E IT $51x6 #�Q'"`� ;. HIC# 1RY 1 wrR PEE LPLOI A 3 5 IMPACT PEE 50:00 IN1 ON '"__... RADON CAD 5% X4.19 .. - Nay DA IC HOMES CAPITAL I1�IPROVE. $325.00 Alt a E{ N ILEI" B IT 14 R ?BB CONNECTION $33 .178 ` L ss CRC 4 `yw I SEC H ..IMPACT PEE �.Ob + IRG $UCH �;Y{y■r�Mk+#}1�[' �C11 ,}�✓yy'�yy{ $ JI 4i'I M T M/ 4 :. ".. {, �°Meiwpdvm%4,4 e�krinoFrv,MMre ': S 1 CH k ' I�� . ' 110W 91#1 10 96/aDft, NQTICE--ALL CONCRIE TE FORM$AND FOOTINGSMU$T BE FN PI CTI:Ca'BEFORE POURING h PERMIT VOID SIX MONTHS AFTER"PATE OF,iSSUE BUIL �. ATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOS AA0ED IN PUBLIC SPACE,ANIS I S >r CLE EEUF AND HAULED'AWAY:,BY B1TIiI;t Clf N1 RACT4R OR QW4tNI:R F—Z I "I ;TO COMPLY"w' 'I"I�I THE ME H14► IIC'S LAW 'CAN FEES IN T #I PROPERTY OWNS_,PAYINGTWICE Ft `s I�I��l:©ING IMPROV�E�� ISSUED,SRC G7M C 7fJ A PPRQ I Pt. ISH ARE PART OF THiS. 'Ir AND SUBJECTIO REaRV FOR id#t ,ATI1/ " 4/02/96 0I: P 14; , $. i101t�Q t ` ;i lIX1 ATLANTIC BII�"ACH Bl11LD G EAARTMENT II CITY OF ATLANTICIBEACH PERMIT CALCULATION SHEET Address .S�-y 7 U S t Date `.z-�1 .� (o Heated Square Footage '� �6 @ $ 3'� - per sq ft r - - 396 Garage/Shed @�; S per 'sq ft 7� Carport/Porch - .@ $ � ==a-per sq ft Deck @ $ G i per sq ft Patio @ per sq ft = $ TOTAL VALUATION: $ 771 906 a6 a To a1 V luation 1st SO,� �I (� , I / / Z , $ g 112 - Remaining Value $ ; per thousand 4. or' pprtion thereof TOTAL BUILDING FEE $ 3 72-cs) + 1/2 Filing Fee $ 18,6',06 (1 ) Fireplaces @ $15 .'00 $ / T; ��tt CITY OF 1�,t�1aos& B -OA Office of Building Official REQUEST FOR INSPECTION Date__ Permit No. 117 f Time ' - A.M. Received PM ri H� Job;�r Locality . 1 r Owner's Name Contractor BUILDING CONCRETE ELECTRICALPLUMBING"' RECHANICAL Framing 0 Footing ❑ Rough Wiring ❑ Roug Air Cond.& ❑ Re Roofing 0 Stab 0 Temp Pole 0 Top Out ❑ eating Insulation G Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR`INSPECTION (::ADM Mon. Tues. Wed. ? Thum Friday A.M. Inspection Made - P.M. Inspector Final inspection❑ Certificate of Occupancy 0 Date CITY OF RC1ERTY DESCnIPTIOH - T�? J �f�t�tL'cC �c'cZ�l 80o SF.NIINOLE ROAD Lot +►_-jD_Block #--------Section -------- ATLAN'rlC BEACIL FLORIDA 32233-444' TELEPHONE(904)247-5800 (. FAX(904)247-5805 5;ubdiviaian: _ v ------- ------------ - Street flamer (3� DESCRIPTION OF WORK or Address:� � ---- 1/tJ-l-----``--�'-J---------- If in a FLOOD HAZARD 11X1 Flood Zo area complete page 3. Brief Single Family Dwelling Description:------------------------ Class of Work: i►f �y � 6 MAP 9 � � (New/Remodel/Addition)__ New________ ZONING = dr g-nd Zoning Type of Construction:_ Wood gamed __________ Zoning Proposed District: PUD Use- Single Family Residence Estimated Value S �SG- ULA ---- ------ ------ - 7 Exceptions or Materials; Sprucez Pinel Fur=_S_ Pine ; Variances Granteds_________________________ Solid or Filled --------------------------- - Grounds_.Fjjjgd------Roof:_ajajUglea-- OWNER ZHFORMATIOH Method of Heating:__EjQQtLlQ-_______ Property Ovner I_North_F 1 o r i d a_ Classic _Homes______-_ Phone,_ 733-_7300____ Moiling -- -- _----- Address------ ��' .1,P�_ 'Ys_�1��. e 14---------------- ____ Jacksonville'_Fl. Zi 32256 . CONTRACTOR INFORMATION Contractor-_North Florida Classic Homesphones 733-7300 --------------------..__------__________.._.._ __________---- Mailing Addrepss---_8II8_L Eh = ..L�vly Jacksonv_ille.,_Fl_. _____________________ _____ Zip:-32256 CRC042504 Expiration 8-96 License Numbvr:----------------------------------------- Dates-------------- I HEREBY CERTIFY THAT I HAVE READ AND EXAMIRED THIS APPLICATION AND KNOW THC SAME TO PE TRUE ` AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK. VILL BE '-vI ' i• COMPLIED WITH. WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO .r GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RUL:5. •�r •, 1 .t. REGULATIONS, ORDINANCES. OR LAWS IM ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR Tiff PERFORMANCE OF CONSTRUCTION OF TOE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS �i• `!may:'• , . CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature _ _ _ _ _,____-____ ate____________ 4 t '�� ,;•,.' Contractor S store___ __ _ Date________-____ 14U H 1 JOUI-y�l Jf7J 1JJl 14U .VIJ I UJ y i p 11f1LL (1 1 L lll.(I 1 LL LJ TRBE RMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINASS TUESDAY BEFORE THE KEETING! k. FC & C (f rroperty owner ' s Name Adaress . Telephone Location of Tree Removal/Site Alteration SECTION B - (To be completed by applicants whose property is zoned residential , includes an existing dwelling, and which is not presently owner-occupied) i . what changes are proposed to theabovespecified site? What is the purpose(�pf these proposed changes? r `� 1. Specify trees proposed for removal as follows: ge ,�� 4 tN, ?.j Tree Count Species —Bigot DDH x NOT) Conditio.r. a . Will these trees be relocated on the same property? s . It not, will replacement trees be planted? E . Specify proposed replacement trees as follows: Tcee Count species size(DBH x NOT) xttacn site plan. (Note: All trees proposed for removal twat be marked on site by F44 tape or flagging). 1 O I. I ' HRLL RTL BCH TEL No . 2475805 Rpr 3 ,95 15 : 31 No -010 P .04 seeTIopf 6 - (All other Applicants) i . Property Zoning: 2 . Submit the tollowxng: SITE PLAN/TRaE BURWRT ladicating: a) site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees o/D1H of iia inches or sore d) Tree species and sizes a) Trees to bs removed should be clearly marked t1 Trees to be relocated should be clearly ranked g) Location of any proposed Ireplaaewent trees h) Identify trees of special or unique characteristic i ) Idanity trees within 10 toot of oonrtruction areas ji snow location and type of tree protective barriers k) Location of utilities, accesses and easements 1 ) Location of vehicle travel corridors M) Location of commercial sprinkler/irrigation systems n) Hattceis40411=r o ) o) Staging areas for equipment and material storage All trees identified for removal must be marked on site by rA4 tiagging or tape, SECTION C x agree to comply with the rules and practices established in Chapter 23, Article II Of the Code of Oroinanees of Atlantic Beach. Owt Date 411%wl Ap cant has complied with all provisions of Chapter 22 and requirements of the Tree Conservation board. Tree Conservation Board Designee Date MOTS: "Tree Protection tot 11wtilderrs and Developers" is available at City Hall or from the Oivisl,00 of rarestey, 0719 Nest Deaver Street, Jacksonville, !L 32220. (701.1430) O ;ITY HALL RTL BCH TEL No .2475805 Rpr 3 ,95 15 :31 No .010 P .02 ruxo LAxV DEVELOPMENT XNFORKATta/S Type of Developments r--r...n.._.. --..-r..r.....--------------------------- flood -----------•---------•-----Flood Zones...-r. ...►-..--rrrr-r-w ..rw.. P*gvired Lovost Floor tiaystionv__.- If building to located within a flood hazard sone, a survor "U"t be made AFTER TUC SLAM Bag DEEM POURED, certityinQ that the L OwEST FLOOR CLEVATXON Is equal to or above the base tlooa elevation establisbod tar that sone. No ftnal tnapeation w411 be nods and no aertAtiaate of occupancy Will be l.wausd until the purvey is an 'tiie with the but4dln0 Department. COMMENTS% Applicant " Acknowledaes"ts X understand that the tMsuence of this permit Am aosttnyOnt upnq the above inZoraation bai,no correct and that that plass and supporttn* data bows, been or shall be provided as roqutred. Z agree t0 000ply With all applicable prowisioom O= Ordihano* No. 30-9-11 and oil other lora or ordinanobs o9footinp the proposod drwilopmant. Oats------- -----+-ApPlicoat•s $ipnsturo....-------------------_-_-- -------------- Department use Recurred LOwest Floes► iC2wation -,__-_„__.r.._...._.._ As Built Loweet Flops ilwatioo Survey Piled with Auitdino Department ........... +--.-----.. 6vilding Department Reprewe"tative page • 1 nHLL HIL ��f1 ( tL (yo . L4 (!DbU5 HP, .5 ,95 1551 N0 .01�1 r .ui , iC V� 7�4Z� 1�1I1.D3N(s F' [tTj�f Af'}`J.IC(►T1.41N +ilt.,��i'ta tat:�a t,.r,r,>tl�►� VAX IMNI 2�T<X1►c RF:QtlIRk:D '+UDt1Il_T/�t,.,i, , Each application for building permit must be accompanied by tt►rer, co-plete Potts of__plsl ca, including a detailed ai_ta plan, ifidicating location of utilitiou, parkinp;--Bi Mbf --y-ii-de, uetbacks and other data an required by Code )Intl/or the building, zoning or community development departments of the City of Atlantic Beach= one Pet of Florida EnerAy Efficiency Code rshes`tu con new construction or additions of 300 aq. ft. or more) j a recent survey of the land for new construction and addition&; and u tree our•vey or lattir cartifying no treee are on property. .n y APPLIGATION CHECxc.X5]E I. Building Application Foran ✓2. Three Complete carte of planar including detailed site ploy, Recent survey, including tree survey or letter eartifying no trees are on property 4. Owner/Building Affl.davit (required when owner acts a& contractor 5. Energy Sheets i 7Ak1,S S L)_JGt,I S Notice o.t' Commencement 12)19 REQUIRED EOR PERMYTTZ°N% hP12LICATIO,N2ARE CON21DERER IBJ, TWE QRDER RECrkIYEs SCHEDULED 1H2PErTJ00N., Requests for .inspection are taken from i2sp0 a. ig. unt „l 4-%20 D.m. Inapectione ore anade the following working dam please opeoifr a. m. or p. m. Inspection. When calling An an inspection Please have 'the permit nui,ber, job location and type of inspection nevded. Inspections are scheduled an followar 1. Footing • . 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (framing, rough PlectrIsals 000b"niO4A. p4mobAny call for Cover-up on bwiSdAna, use building permit number and reference other applicable permit numbers teleatrical, plumbing. Mechanical And building, eto. S. Insulation A. Final Inspection 7. Finish Floor elevation survey/CertIfioate of Occupancy BUILDING CABO MUST BE PQ9TrkVO Concrirte cannot be pourod and work cannot be covered up until building card Is SIGNED by the inspector. You n,ay be required to uncover any work that hoe not been inspected. It lo the recponaibility of the BUILDER/CONTRACTOR to past the building card. A tee Of SIS- 00 is 'chorded for all reinspactiona. POTS: This application may be subject to covenants and restrictionc` for the narmitte0 propert The enforcement of the rovenanto and rarrtrietiono nre the rLponalbility of ho,neowneru :,crociati.onz. . !NFTbTRATION HUDUCTTON PRACTICY COMPIJANCY C"ECKVIST COMPONENTS SECTION REQUIREMENTS FOR EACH VRNCTICI, 0"VPF PRACTTCE 41 606 . 1 COMPLY WITH ALL INFILTRATION PRESCREPTIVFS . -- -- ----------- --- ------ -------------- - -------- --- -- --- - -- -------------- wioaows 60611 Maximum of 0 . 14 cm per inear, root of operabic sash crack ( includes sliding glass doors) . .. . . .. . ....... .. ... ....... ....... . . .. . ..... .. ............... ...... .... ... Exterior & 6001 Maximum of 00 CFM pe:p sq , ft . of dear area : solid Adjacent Doors corn , wood panel , insulated or glass doors only , ------- --------- ------- ------- --- --- ------------ ----------------------------------- ExLeviur Joints 606 . 1 To be caulked , gaskeLed , wnather-stripped or other- & Cracks wise scaled . --- - ---- -- ---------- ----------- --- -- -- - -- --------- ---------- -- ------------ ------ PRACTICE #2 60611 COMPIN WTTU PRACTICE 01 AND THE FOKLOWFISIG : -- ----- ----- ------- -------------- - -------- -- - ----------- ---- ------------ - ------ Exterior Waits 606 . 1 Top plate penetrations sealed , Infiltration barrier, & Koop's installed . Sulu Vlate/ rjuor joint caulked or scaled , -- - - ------------ - -- - -- ------ -- --- - - ----------------- ----------------------------- ExLeriur Walls 606 . 1 Penetrations , joints and cracks on interior surfaccL & Ceilings caulked , sealed or gasketed . ----- - ------------ -- --- - ---- ---- ------- ---- ------------ --------- --- ----------- - D"ctWurk 60& 1 D"ctwork in unconditioned space must be sealeX - --- -- - -------- ------------------- --------------- - -- ------ - ---- --- --------- ------- Fireplaces 60611 Equipped with outside combustion air, doors and fl "o dampers . - -------------------- -------- --- --------------------- --------- ------------------- Exhaust Fans 606 . 1 Equipped wiLh dampers , Combustion devices sce 606 . 1 . 02 . -------------- -------------------- ---- - - ------ ------ ------- ---------------------- combustion 60611 Combustion space and water heating systems provided HvaLlmwith outside combustion air, except direct vvnt. appliances . - ------ ----------- -- --- - - ------- -- ------ -- ---- ---- --- ----- --------------------- -- ** OTHER PRESCRIPTIVE MEASURES ( must be met or exceeded by all residences , ) ** -------------- ------ - - ---------- - -- ------- ----------------- ------------------ -- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11 , Switch or cleaKy marked circuit breaker (electric) or cutoff (gas) must be provided , External or built in heat trap required . -------------- ---- ------------------------------- ----------- -------------- -- - - ------- Swimming Pools 612 . 1 Spas and heated pools must have covers ceXcept SUM,, spaz-; heated) . Non-commepcial pools t mushave a pump timer, Gas spa & pouL heaLeps must havea minimum Lhepmat efficiency or 7s percent . -------------- ---- -- -------- ---- - - - -- ---- - - - ---- ------- --------------- ---- Shower Heads 612 , 1 Water now must he restricted to no more than 3 gal Ions per min"Le at 80 PSTG� ------ ------------- -------- - --- ----- -- ---- ---------------------------------------- Air Distribution 610 . 1 All ducts , fittings , mochanicat equipment and plenuni system ; chambers shall be mechanically attached , sealed , ins- ul.aLed and insLgal lud in accordance with the crit"PW:d or Section 610 , D"cts in unconditioned attics m"sl:, he insulated to a minimum of 1t-6 , Air handlers shall nut, be instalied in attics unless in mechanical Closet . - --------- - ------ ------- ---- ---- ---- - - - -- - ------------ -------- - ------- ---- UVAC Controls 6= 1 Separate readily accessibIc manual or automatic thermostat rap each system, - ------ ------- -- - ----- ----- ---- --- - - - -- --- ----- --------- -- ------------ - insulation 604 . 1 Ceijings minimum R- 19 . Common Walls Frame R- 11 a!, 602 . 1 CBS R-1 both sides , Common ceiling floors 11- 11 , ---- ------ -- - - ------- -- ------ - - -- - - - --------------------- ----- -------- -- - ---------- SUMMER CALCULATTONS BASE AS-BUTIT GLASS------ --------- -- OREEN AREA x BSPM = POINTS TYPE SC GREEN AREA x SPM x SOF ---------------------- ---------- -- -- -- - -- ----- --- ------------------------- ----- 65 ' s 7806 Dun CIS N Wo 38 . 2 . 77 177 . 7 Dub CLR N 6 . 0 28 . 3 77 177 , 7 U6 . 00 65 . 8 6316 . 8 j Dub CIS F 100 79 , 7 M WsMi F 30 . 0 79 , 7 . 96 2299 . f" (-LR F, 35 , 0 79 , 7 " 86 c],.,v. F 15 . 0 790 . 86 10310; 5 . 00 6518 329 . 0 DPL CIS SE ko 70 . 1 W 205 -1 S 109 . 00 65 . 8 7172 . 2 DVE, C,1.,Fr S 54 . 0 66 . 2 05 303816, Dub CKR S 40 , 0 66 . 2 . 45 81SIX D V[" CLF, S 15 . 0 66 , 2 . 77 768 . (-i w 57 , 00 65 . 8 3750 . 6 DUL CIS w 400 70 . 7 42 135K9 1)ti 1, ('1,R w lho 790 M RIO . ."3 DPK CIS w 6 . 0 79 , 7 , . 75 3 5 7 1 21 ---- ---------- --------- -- -- ------- --- ------- -- -------------------------------- --- 15 x COND. FLOOR A' TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA NREA FAC'FOR ISTNTS POINTS PO 1 N TS . 15 1 , 763 . 00 279 . 00 . 048 18 , 358 . 20 17 , 400 . 81 i 15 , 156 . 67 NON GLASS------ ----- -- AREA x BSPM = POINTS TYPE R-VALUE AREA SPM = PO YNTS' ---- -------- -------- ------------ ---- - ---- - ------------------------------ ----------- WAKhS- - - -------------- ExL 1265 . 0 . 9 1138 . 5 i KXL Wood Frame 11 . 0 12WO 1170 2150 . ,') Adj 146 , 0 7 102 , 2 1 Adj Wcod Frame 11 . 0 146 . 0 70 10 2 DOORS.._.......................... ......_............ --........_. FxL OORS-------- ------- - FxL 20 . 0 6 . 1 122 . 0 FxL Ensuinted 20 . 0 KID 820 Adi 18 . 0 2 . 4 41 . 2 1 Adj Insulated 18 . 0 1 . 60 2 H. ., CEWNGS--- - -------- -- UA 11400 6 687 . 6 Under ALLic- 30 . 0 1154 . 0 60 692 , 4 Under ALtic- lWo 194 . 0 1 110 2 11 , 1 FLOORS------- --------- Sib 153 . 0 -37 . 0 -5661 , 0 Slah-on-Grade . Q 153 . 0 -41 , 20 -6303 . 6', INFILTRATION 176 . Q 8 . 0 14104 . 0 pracHce 1763 . 0 K00 14104 , 0 I'OTAL SUMMER POINTS 27 , 937 . 31 26 , 226 , 17 TOTAI, x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COCkW, SUM PTS MULT POINTS COMPON RAT fO MULT MUIT MULT PO 1 N` S -------- - ----------------- ---- --- -- -- -------- - -- ---- ----- ---------------- 27 , V7 , 31 . 37 10 , 33601 1 20 , 226 . 37 1 , 00 1 , 070 . 340 1 . 000 01 , 541 , 16 WINTER CALCULATIONS BASF AS-BUILT ---------- --- -- - ORTEN AREA x HWPM = POINTS TYPE SC ORIEN AREA x WPM x WOE POTNT,''.,' -- -- -- -- ------------------ ---- - --- ---- -- ------- -- ---- ---- - ----- ----------- N 12 . 00 - 10 . 6 . 127 . 2 On CUR N 6 . 0 7 . 1 1 . 14 5 8 . f1i DBL CIN N 6 . 0 7 . 2 1 , 34 58A) k 96 . 00 _ 106 - 1017 . 6 DBL UIR R 36 . 0 _90 . 91 -269 -9, DnL ChR F 30 . 0 _02 . 89 -244 . 1 c LR F 15 . 0 -9 . 2 X3 8 6 c,I,I t I" 15 . 0 -9 , 2 . 63 76 , SE 5 . 00 - 10 . 6 -53 , 0 DVI, Cf,R SE ku - 22 . 7 06 -41 S 109 . 00 ... 10 . 6 -1155 . 4 DVL ChR S 54 , 0 -2814 . 93 - 1429 . 7 D V I I f,I Jt, S 40 . 0 -28 . 4 27 -306 . 7 I, c",J,,I, QI 15 . 0 -28 - 4 87 -171 J W 57 . 00 - 10 . 6 -604 . 2 T CKR w 40 . 0 -9 . 2 _ 00 2950 T)vtE-,I.,I,,, W 00 _K2 . 32 - 17 , "-'f ------- --- -- -- --- ------------ -- -- ---- -- -------- ----- ----------- --------------_-, . 15 x COND , FLOOR / TOTAL GLASS = ADJ , GLASS ADJ GLASS GhAS,',', AREA AREA FACTOR POINTS POINTS POTNV� -- --- -- ----------------- ------------------------------------------- --- . 15 11763 . 00 279 . 00 . 948 - 2 , nS7 . 40 -2 , 803 . 17 -2 , 520 , ;1 NON GLASS----------- - AREA x BWPM = POINTS TYPE R_VALUF AREA x WPM = POINTS ------- --------------- -- - - ------- - -------------- ------------------------------- WALhs------- -- - -- --- - ExL 1265 . 0 2 , 2 2783 . 0 FxL Wood Frame 11 . 0 1265 . 0 3 . 70 4680 , 5 Adi 146 , 0 316 525 , 6 Adj Wool Framn 1110 146 , 0 V60 525 , 6 DOORS ---------- ----- - Ixt 2kc 12 . 1 246 . 0 ExL insulaLod 200 8 . 40 16810 Aj 18 . 0 110 207 , 0 1 Adj Insuintud 0 CEThINGS------------ -- UA 1146 , 0 112 1375 . 2 Under ALLk_L: 90 . 0 1154 , 0 1 . 20 1 n84 A,, Under Attic, 19 . 0 194 0 2100 998 . KBORS- --- ------- --- Sib 115s � u & S 1161 . 7 S! ab-on-Gradc!, � 0 151 . 0 18 . 80 28704 INFIhTRATION- 1762 . 0 7 , 4 13046 , 2 PracLicc 12 1761 . 0 7 . 40 1304q : TOTAL WINTER POINV-3' pp ITTAK x SYSTEM HEATING TOTAL x CAP x DUCT K SYSTEM x CRFDIT = HFA Tffir: W PTS MULT POINTS COMPON RATIO MULT MUFF Mulm POTNTc,,,' --------- ---- -------------- ----- -- ---------- ---------------- --------- ---------- -- - - 16 , 741 . 53 . 55 0 , 207 . R4 1 20 , 6a3 . 06 1 , 00 1 , 070 472 1 . 000 10 , 416 . n WATER HEATING BASE AS- BUJLT NUM OF MULT TOTAL TANK VOLUME EF TANK c MUIT x CREDIT '}'OTA!, BVDRMS RATIO MUT 111 ---- - - - ------------ - ---------- ----- --- --- ----------------- ----- ---------------- - 3803o 11 , 100 . 00 40 92 1 , 000 9638 . 7 1 . 00 10 , 916 , 00 SUMMARY BASF AS-BUILT COOLING HEATTNG HOT WATER TOT.Ah COOLTNG BEATING HOT WATER TOTAL POINTS + POINTS + POINTS POINTS POINTS + POINTS + POINTS POTNT,,' ------------ ------------------- ---- --- -- ---------------------- -------------- 101308 2207 , 8 11408 . 0 30 , 953 . 65 9541 . 2 104460 10916 . 0 KPI 29 . 84 ENFRQY QU [DF Fur WeLai led infurmat icti or the Epi rating number, ov for any ITEM I isted, ask your Bui Lder fur FPI= 99 , 8 DCA Form 60DA-93 or Form 600B-Wi 0 10 20 10 40 50 60 70 80 90 100 --- ----- ------ --- --- - --- ------------ ---,....0;_- The maxim"m allowable FPJ is 100 , The lowor the EPI the more vfficienL the hume, RESIDENTIAL ENERGY PERFORMANCE RATING SHEET TTEM ROME VALUE Low Ff ic c i eny High friciency S f F NGL CLU LWh FTINT AFI WDOWS . . . . . . . . . . . . . . . . . . . . . Double Clear 1 -------- - ----x.. _......-._ ..- .- I NSU(.AT ION ------- INSULATION . . . . . . . . . . . . . . . . . Cuiling R-Val "c . . . . . . . . . 300 1 ------------ --------V R-0 R-7 WAIj R-Valne . . . . . . . . . 110 ! -------- -- ---------- T P-0 R- ) fi Floor R-Value . . . . . . . . . 0 . 0 ix---------------- ---- AIR CONDETIONER . . . . . . . . . . . . SEER 171) SEER. . . . . . . . . . . . . . . . . . . . . . 10 . 0 - -------- -- ------ --- HEATING SYSTEM . . . . . . . . . . . . . . 6 . 8 HSPF 12 , 0 -- -------- -- ------- WATER BEATER. . . . . . . . . . . . . . . . Q . U 6 Electric EF. . . . . . . . . . . . . . ----------x---------- K54 0 . 90 G, 1 ------ ----- ---------- 0 , 40 0 � 80 S -------- ------------- OTHER FEATURES . . . . . . . . . . . . . I corLify thaL those energy saving reat"Pes requitwd for the F; err ida, Energy Code have been installed in this ho"se , ,u j I do r Address " - 7 5 G i Ly/ZJ 1) Florida Enexly Code for B"illing ConsLr"ctinn 1991 Flurida Department or Community Arfaim,,., FL-FPK CARDS,'3 SERIAL # 714 Resman"JU) WHOLE nous v" BEAT GAIN / HEAT LOSS CALCULATION USING FLAMES(c) DATA FTLFS (BASED ON A. C . C . A. MANUAL J - SEVENTH EDETTON CA 1986 by A . C. C , A . ) Project name 176,1 Address 70 LELVA LAKES UiLy/State NEPTUNE Owner Builder NORTH FIA .ChASSIC HVAG conLr . McGOWAN' S A/C ..and Fir Arca: 1763 SF * GLASSAF RATFO 16% * House Faces : East * Climatic Conditions & Design Conditions * - --- -------- - ----- ---------- -------------------------------- --------- -------- neugraphical Loc aLion : Florida 1 Jacksonville ---- ------------- ---------- ------ ----------------- --- --------------------------- North Latitude Elevation 10 Dog . 24 Ft . Above Son Invel Outdoor Winter Dry Pulti 92 Deg , V Jndoor Winter Dry B"Ib 70 Deg . F Winter (Actual ) Temp . Diff . 38 Dcg . F Winter Temp . Diff. (wTd) 40 Deg . 1-0' Outdoor Summer Dry Bulb 94 Dog . 11-o� Outdoor Summer Wet Bulb 77 Deg . F Outdoor Summer Hum. Ratio Gr/Lb 114 Indoop Summer Relaltive Bum. 50% Indoor Summer Design Gr/hb . 49 Indoor Summer Dry Bulb 75 Deg , F Summer Daily Range, 19 Deg . F - M Summer ( Actual ) Temp . Diff . 19 Dog , F Summer (User Sel ) Temp . Diff. (sTd) i 20 Xg . F -- ------------------------------ ---- ------------- -------- ------------------- * HEATING SUMMARV * SH1763A XAT * COOLING SUMMARY * SUBTUTAI, 27175 . 85 ! STRUCTURE SENSIBLE 22442 , 80 'iMFCH .VFNT- 200 € f ani 4180 , 00 'ISENS . + MFCH , VFNT 26622 , 80 'ITEMP . SWING 0 3 DEG. 1 , 0(l 10CCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 1368 , 70 ! DUCT UAIN 2962 . 2'�,. TOTAL hOSS/BTUH 2S714 . 64 : TOTAL SENSInhP 32585 . 08 11TOTAL LATENT 10308 , 471 ISENSVOLE + LATENT 42289 . 51 2OZ OVERSIZE FACTOR 5748 . 93 120% SENS ,OVRSZE FTR : 651702 ACTUAL + 20% OVERSIZE: 29622 . 80 ! SENS , + 20% OVERSIZE: 39102 , 10 HTG FTH = 43 . 2 CLG FTH = 22 . 7 MG DESIGN CFM` FRUfPMENT SRKFCTTCN FQT MANUF CARRIER CU MOD 4 38YCB42- 2 AHU MOD FAUNF04200 H'I' INP/RTUII HTG OUTP/RTU11 AFUF/HSPF 7 . 2 TYPE "P SENSIBLE BITH lATENT BTUH 40500 155 CIS BTUH 40500 NONAGE 3 . 4 ( SPER 10 CKG CFM 1400 HTG CFM 1400 Florida Building EncrVy- Efficivncy Rating SWISS for New Residential Building,; Raters Name : Cil LBERT M1hFR Raters Certification 4 : 044 Street Address : hOT 70. City : SEbVA hAKES County : No CounLy Tnput Climate Zone : NORTU End Use bAel Costs 1 SiLe Energy 1 Energy Score j Site Costs j Cost Scare $1 Mutl'; $ % cool- iug : 23 , 7 9.(i 76 227 74 beating : 23 . 7113 10 , 5 87 249 74 highLing ; 23 . 01 4 . 0 42, 95 3 6 vinr A . 7:� 9 , f, 614 205 60 Florida Building EncrWy- Ffriciency Rating SysLvm,-.; for New Residential Buildinp; Haters Name : GI WERT MI MR Raters Ce rtj f i cat ion V 044 Street Address : MT 70 City : SELVA KAKES Coun Ly : No Co"nLy Tnp"I. climate Zone : NORTH End Use F"el Costs j Site Enorgy i Energy Scot, j Site Costs Cost Scare $ Mt t t-I 'A $ % cooling : 23 , 73 0 76 227 74 heating : 2 3 , 7 .3 10 , 5 87 24 9 71 highLing : 23 . 7113 4 . 0 42 95 '36 Refrig : 23 . 7J' 5 . 113 42 12 6 17 Hot Water: 21 « 73 12 . 4 40 294 11 Dryer: 23 . 73 Z . 6 65 61 27 Stove : 23 , 71 2 141. 6 5 51 1 pool : 22 . 03 00 0 0 TOTALS 55J 71 1309 543 Estimated Annuat Site Energy Use 55 . 14 MHtus Estimated Annual Purchased Energy Cost $ = 1308 . 56 Total Energy Rating (Energy Scope) - 71 . 09 Total Cost Rating (Cost Score) = 58 , 8,1 Rating Range low Use Low Cost High Usc High Cont MIMA $ MRt" $ Cooling : 2 . 1 46 M8 75,'. Heating : 2 . 8 62 60 . 6 8019 bight-ing : 112 27 610 134 Misc : 2 , 0 Refrig . : 1 . 4 30 8 , 2 182 Hot Water: 1 . 1 11 20 , 0 3013 Dryer: 2 . 1 2V 3 « ''t `76 stove : 1 . 81 17 2 . 9 69 Paul : Q . 0 0 !`fix Q G T 1:71'A 14A 259 155 . 1 280fl OWNER/AGENT RATER JDATE, DA T E c N Job: 5-i 4 LOT F1 14' 11"14 SY42 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/950.76 TOTAL LOAD. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. —6'7"8 — 1 '8"14 6'7"8 4 ( X4 X4 3X3 1 (4 1X4 3XX34X t + to 8' 4X4 X 31 X 43 X X 4X4 14' 11" 14 X2 2X R=831# W=3"4 R=818# W=1"10 TAG = T9 SEO: 10098 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 140 .0 7.3 SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 04/13/95 TC LL 4 0 .0 PSF REF (�� *I MPOR T AN T'1E IE SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND o111R�N n \ DEVIATION FRD04 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN �7, �� TC DL 1 0 .0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WI7H 05788 BY TPI. FOR ADDITIONAL SPECIAL PERMM$NT BRACING RE _ , �� e � - C ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 5.0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 5606 _ 0 .0 PSF MSK ON TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITILY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS M. 150 i 1GOA-F. DESIGN STANDARDS WITH PRDPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 55.0 PSF OSA LEN. 14-11-14 \\U v CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� OUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. TPI "TRUSS PLATET i i 14ATIOMNAL I GAN CIFICATIONFOR WOOD CONSTa5jLqsf ,��R/, ,,,,`�` SPACING 24.0" ITYPE S 4 2 Job: 5-10 4 T F2 13'5"14 SY42THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP 02 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/888.58 TOTAL LOAD. + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. 2'6" --� 6'7"8 1 'S"14 5'4"8 — 4 ( 3X3 3X3 (4 X3 3X3X t0 LO B 3X5 3X3 3X31X X 13'5"14 x2 2x R=748# W=3"4 R=735# W=1"10 TAG = T8 SED: 10100 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL = 8 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 04/13/95 T C LL 40.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FGR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN .�1r�rTC DL 10.0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ _ 8C DL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 _TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL OO PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 55.0 PSF O/A LEN. 13-5-14 CONFORM M/APPLICABLE PROVISIONS OF NDS i TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A Copy OF THISDUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY 07HER WAY, DESIGN 70 THE TRUSS ERECTION CONTRACTOR. ,c INEE� �� "--TP "T A7INSTITUTE. NATIONAL SPECIFICATION F CONSTRUCTION r�rrrr rHMHM SPACING 24.0" TYPE S 4 2 Job: 5-10 4 2 LOT F3 13*3"12 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #13 TRUSS DEFLECTION MEETS L/999 LIVE AND L/896.18 TOTAL LOAD. + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 732.19 LBS. �--- 2-6" ---� 6'7"g {- m 5'4"7 _ I 1X4 ( X4 3X3 3X3X4 X 3 3X3 3X6 T T T to co B' X5 X X3 X4 3"Xt 3xb 13'3"12 x2 211 R=732# W=3"4 R=732# W=3" PLT _ SED: 10102 . TYP.- ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3q SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF )(IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND (� `� '� TC OL 10 .0 PSF DATE 04/13/95 \UV`In\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIR-91 BY TPI. SEE THIS DESIGN ` FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OS788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , V� f !' O� ALPINE CONNECTORS ARE MAGE OF zoGA GALV. STEEL MEETING ASTM WIPEMEN75. UNLESS OTHERWISE INDICATED, TOP - _ BC DL 5.0 PSF ORWG O A4d6 OR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N E+OEi BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF TOT.LD. 55.0 PSF O/A LEN. 1 3—3-12 CONFORM W/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER U RtO� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. QDUR.FAC. 1 .00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN t0 THE TRUSS ERECTION CONTRACTOR. INEE ' SPACING 24.0" TYPE S Y 4 2 •--TP - T AT T T T AT A F A7 F T T N ''RRR /RR��` 7 ' ah.- (5-1042) L0 T F4 12'5"6 Y4 THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP f2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /2 N WEBS 4x2 SP f3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/460.00 TOTAL LOAD. + 2X6 /3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR, BE SUPPLIED BY ERECTION CONTRACTOR, �---2'6" --� �--4 4' 1"8 1 '8"6 --.��___ 6.7"8 - -t �,Uc4 ( x 4 4 3X3 3X3 3x + co M a-1 X4 A X IX48 12'5"6 X2 2X R=691# W=3"4 R=678# W-i"10 TAY = T2 SEQ: 10104 PLT . TYP.—ALPINE DESIGN CRIT=TPI QTY 6 TOTAL - 6 REV. X117.3 SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND - Tc DL 10.0 PSF DATE 04/13/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �� ^ U` FAILURE TO BUILD THE TRUSS IN CONFORMANCE MI7M OSTBR BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACl/Ki RE - , I ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER NL - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 646 W BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 O 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.L O. 55.0 PSF O/A LEN. 12-5-6 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER ' �ORIP: SEAL ON THIS ORAWIN6 APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS :� �, Q•� DUR.FAC. 1 .00 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�� SPACING 24.O" TPI " T AT T T T NA7 A F AT F T T '��NNN NI�HH� TYPE S 4 2 Job: (5-104 T F5 1 S Y4 -THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP f2 N REFER TO DRAWING A250 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /2 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED SHIM ALL SUPPORTS TO SOLID BEARING. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ALL PLATES ARE IX4 EXCEPT AS NOTED. m m m m m ti 5'7 8 -gym 1 '7 8 In �q ( X 3X X X4 t0 t0 L_j X B. 8' 112 3'4" X2 3X4 X2 3X3--4222 12'5"6 R=140 plf W=5'7"8 R=399# W=3"8 R=183# W=1"10 TAG = T4 SED: 10111 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 (1 REV. 17.3 SCALE =0.5000 tALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/13/95 TC LL 40. 0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T, � �� TC DL 10.0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 5.0 PSF ORWG - A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF MSK CONNECTORS PER DRAWINGS 130. 15D L 16oA-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF _ TOT.LD. 55 O PSF 0/A LEN. 1 2-5 6 CONFORM N/APPLICABLE PROVISIONS OF MDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO Q'; 1 .00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��F �Ej,`�� OUR.FAC. A--TP - T ATINSTITUTE. NAT F AT F T �„ SPACING 24.0" TYPE Sy42 Job: 5—1 4 LOT F6 10'll"6—SY42 THIS OW9. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP 02 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/758.49 TOTAL LOAD. + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. �—2'6" �- —4' 1"8 1 '5"6 + 5'4"8 -� �(4 ( X4 3X X4 X X3 X T _! + T tD ca 8' X4 X X 4 10' 11"6 X2 2X R=609#1 W=3"4 R=596# W=1"10 TAG = T6 SED: 10108 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV, 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANOLmr. ERECTION AND 1�IU DEVIATION FROM THIS DESIGX OR THESE SPECIFICATION$, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN s� �� TC OL 10 .0 PSF DATE 04/13/95 E � �1 U" FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING PIE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - BC LL _ 0.0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON TH _IS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W56O6 ` CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 55.0 PSF DSA LEN. i0-11-6 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPEq 0 RIO' P.� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q om` OUR.FAC. 1 .00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, '.�� ITVEE�`' � SPACING 24.0" TYPE 5 42 TPI S T AT T T WT F T i T T ��l IH��` / Job: (5-1042) T F7 6-0--6 Y4 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIM NSIONS SU MIT TED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/836.05 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 1 '7"8 --}N 4 '2" --� XQ X4 X4 X X 1X4 (R) T Y U] ID f 1 r1 X3X3 3x X4 8 X2 3'6"2 2X -2-6"4 11 (R) -- 5' 10"14 - -� �--- 6'0"6 -- � R=83# W=1"10 R=567* W=3"8 TAG = T5 SED: 10113 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL - 2 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF t *IMPORTANT**SHALL MDT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN pi THESE SPECIFICATIONS, OR AM 6RACIMG. SEE HIB-91 BY TPI. SEE THIS DESIGN ��TTC DL 10 .0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING REus �ALPINE CONNECTORS ARE MACE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - 18C OL 5.0 PSF DRWG M46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 0 PSF MSK TRUSS AND Uft&ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 11 ' BC LL CONNECTORS PER DRAWINGS 130. 130 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STAR OF TOT.LQ. 55.0 P]TYPE O/A LEN. 6-0-6 CONFORM N/APPLICABLE PROVISIONS OF NO 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 F, o atop?P= DUA.FAC. 1 .00 INONLY. AND SHALL NOT BE RELITO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �„I „ S 4 2 SPACING 24.0" Job: (5-1 4 T F " KNEEWALL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x2 SP 02 N TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. BOT CHORD 2x2 SP /2 N WEBS 2x2 SP #3 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ALL PLATES ARE 1X4 EXCEPT AS NOTED. m N m m m m m 1 I NF to •e-1 �-1 1 2K2 2X R=110 plf W=$' TA = T3 SED: 10116 PL TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF x*I MPOR T AN T IEEE SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND title" n '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �`t f��i� TC DL 10 •0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMEN78. UNLESS OTHERWISE INDICATED. TOP _ _ BC DL 5.0 PSF DRWG A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 606 BC LL 0 •0 PSF MSK CONNECTORS PER DRAWINGS 130. 190 C IBOA-F. DESIGN STANDARDS W17H PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF TOT.LD. 55.0 PSF 0/A LEN. B-0-0 CONFORM M/APPLIG9LE PROVISIONS OF NOS i TPI. AN EN9INEER'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��C,Q P: OUR.FAC. 1 .00 IN ONLY, ANO SHALL NDT BE RELIED UPON 1N ANY OTHER MAV. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��.c INET�� SPACING 24.0" S Y 4 2GABL •--TP T ATINSTITUTE- NAT F AT F TR i N NN NNN1N `� TYPE 4 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (5) C0 WATER CLOSET NATER CLOSET, TANK OPERATED (4) � VALVE OPERATED (8) O BATHTUB/SHOWER (2) URINAL WALL LIP (4) 0 SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) / I SHOWER STALL DOMESTIC (2) 2— LAUNDRY TRAY (2) LAVATORY (1) 2— COMBINATION SINK AND TRAY (3) i WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _DISHWASHER (2) 2 WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ($) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) ® LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS - @ $20.00 EACH Z-1 j0' 00 JOB UIFORMATION �- Job.,-- (5-104 T Ti " HIPS 7 THIS DWG, PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 780 780 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Up l 1 f t A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER WW* H5 - -455=(Jacks Only) I HUS26 - + 2751# -12860(fOd 1ply) MTS12 - -1000# 1 HUS26 - + 3315/ -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS LIms 20.8" f�' 6.8" 7' T 5X 3X4 SX4 Ln 1 .5X3 1.5X3 to 7 v 3X6 (B 0 3X6 (B i) I_ f 7' 6'8" 7' R=1997# W=3"8 -215# -215# R=1997# W=3"8 TAG = T1 SED: 10234 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17.3Q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 T C LL 30 .0 PSF REF *I MPO R T AN T j(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 1T,lUC�" �� T C OL 7 .0 PSF DATE 04/14/95 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v - ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, 70P - - BC OL 10 .0 PSF DRWG - 5606 0 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 4 7 .O PSF D�A LEN. 20-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �, RI,_�,*{Q;� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY 07HER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt^_�`�`` TPI - T TINSTITUTE. NAT F A F 7 r N ��''�� n.1,` SPACING SEE ABOVE TYPE HIPS Job: 5-104 T T2 20*Q" HIPS 9'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TO CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 410 410 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity H-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455/(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(164 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 = -46880(Per 2ply) I HGUS48 - + 80000 -26500(164 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' 2'8" —91 4X5 4X5 Ln 1.5X3 1.5X3 n 7 p in 3X4 (A1) 3X4(A i) X X4 48 f-� 20-8" -1 R=1075# W=3"8 R=1075# W=3"8 TAG = T2 SED: 10240 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e.":rVo9. TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - �ALPINE CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 1O •O PSF ORWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDBC LL ,10•0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - TOT.LD. 4 7 •O PSF OSA LEN. 20-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERPSEAL ON THIS DRAWING APPLIES i0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNIBH A COPY OF THIS DUR.FAC. 1 • 33IN ONLY• ANO SRRALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.A--TP i AT 7 7 T AT NA F AT F T T �'NNH HH HH Hi SPACING 24.0" TYPE HIPS Job: 5-1 -Q LOT T3 COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 410 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. 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 ------------------- -------------------------------------- WNW UPLIFT NNN I NNN HANGER NNN H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(160 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(164 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 10-4" 10 4" —I 4X4 1.5X3 1.5X3 0 v 7P;- u:) 3X4 (A1) 3X4 (A1) em X X 4B �-� 20'8" R=1075# W=3"8 R=1075# W=3"8 TAG = T29 SED: 10242 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *IMPORTANT*)(SHALL NOT aE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN _ �l,t,,l1j f'�� TC DL 7 .0 PSF DATE 04/14/95 r1 \\Uv�v1AU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H GSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v� - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QIIREMENTS- UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10 .0 PSF ORWG \U\\ A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF _ TOT.LD. 47 .0 PSF DSA LEN. 20-8-0 \v\ V CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RID * P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q�� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY.OTHER MAY. I DESIGN 70 THE TRUSS ERECTION CONTRACTOR. INE tY`_ --TP - T AT T T T NAT F T F CONSTRUCTION ''�., , „��`�� SPACING 24.0 ITYPE COMN Job: 5-i 4 T 129 T4 " RBC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED 13Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 400 400 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , DEFLECTION CRITERIA IS L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (-)-Uplift ERECTIONCONTRACTOR. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(100 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- 14 10"5 orcrorphrr HOI mFq I UMBERggTA11L"JfER DETAILS 4X5 (R) 1.5X3 1.5X3 A) (A) 0 rn 7p 3X4 (Bi) _ 66610'1" 3X4 (A 1) N X 3X3 OO �X 20'4"O •T'�3 5'4" 26' - R=1057# W=3"8 R=1279# W=3"8 R=316# W=3"B TAG = T12 SED: 90370 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 09/13/95 T C LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1�' ' ' TC OL 7 .0 PSF DATE 09/13/95 weFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATE., TOP - - BC OL 10 O PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW �06 BC LL 0 •0 PSF THB CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 4 7 O pSF O/A LEN. 26-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE (7/1/91) FOR PFlOPER 0 plop P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � r0U .F Ac. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. n,--TP - T AT T T T NAT NA F AT F T T ' 'CHH ,H1H AC I NG 24.0" TYPE spec Job: 5-i 4 T 129 T4 " RBC GABLETHIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 03 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. *** UPLIFT *** I *** HANGER *** H5 -455#(Jacks Only) I HUS25 = + 27510 -1286#00d 1piy) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTS12 = -1000# I HUS26 = + 3315* -1550#06d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 -4455#(2 Each) (1601 HGUS48 - + 6640# -21990(10d 2ply) MST60 -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -5650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- 14'6" 14 REFER NCE HOLMES LUMBER q! J Ej4 _„ HEET FOR UPLIFT/HANDER DETAILS 4X4 11 X4 Lo 3X4 0 7 00 � 3X4 (01) 10'1" 3X4 (A i) N 4 58 X 3X7 3X3 m 20'4"8 - �- -I- 26' R=1075# W=3"8 R=1081# W=3"B R=74 plf W=5'4" TAG = T3 SEQ: 90374 PLT. TYP•-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 09/13/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND OFVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SFE THIS DESIGN ♦�1`�r"�I" TC OL /'7 .0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 2OGA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOPS.- BC DL 10.0 PSF DRWG 0 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - T HB - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 0.0 PSF CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.L D. 4 7.0 PSF O/A LEN. 26-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORVWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO' F DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY 07NER WAY. OE GN TO 711E TRUSS ERECTION CONTRACTORI. e--TP " T AT T T i N T NA F AT f T T ,'��MMJ M1M��` SPACING 24.O" T YpE spec Job: (5-1043) LOT i T5 RQC MONO THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 3.38 13.04 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/240 LIVE AND L/180 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. - ---------------------------------------------------- (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY (+)=Gravity (-)-Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. H5 -4550(Jacks Only) I HUS26 = + 27510 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000/ 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 = -4455#(2 Each) (16d)1 HGUS4B - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#116(1 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 I ND VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. ROY DE HANGER AT RIGHT END OF TRUSS FOR 437.02 LBS. 3X4 7 n (A)fn 1.5X3 0 (A) ,.2X6 (B2) bio' N �_3'4"8 9' 10' 15 X3 3X � '_ 13'3"8 R=269# W=3"8 R=437# W=3" R=648# W=3" TAG = T9 SED: 90376 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 09/13/95 TC LL 30.0 PSF REF 2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1-,S'111"�T'i' TC DL 7.0 PSF DATE 09/13/95 TO BUILD THE TRUSS IN CONFORMANCE WITH QSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` -LPINE CONNEC70RS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 •0 PSF ORWG 4A6 GR B EXCEPT AS IW7E0. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER5606 - THB RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 47 .0 0.0 PSF CONNECTORS PER DRAWINGS 130, 160 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - T O T.LD. `�7 •O PSF 0/A LEN. 13-3-8 CONFORM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <0 R10 P' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS $1 Q`� OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE� SPACING 24.0" TYPE Spec -TP -T 7 INSTITUTE- AT SPECIFICATION F T T ��// 11�H��'`` Job: (5-1043) T T '0" HIPS 7'0" THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOTS CHORD 2x4 SP #2 N : T2 2x6 SP 02 N: BEARING BLOCKS: NAIL TYPE: 0.13lx3.0y nails BOT CHORD 2x4 SP 02 N BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WEBS 2x4 SP 03 1 12.333' 1 12" 6 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH UPLIFT (LB): 430 1030 470 Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY BRG.LOC (FT): 0.00 12.33 25.71 ERECTION CONTRACTOR. TRUSS DESIGNED FOR 100 MPH WIND• 15.00 FT MEAN HEIGHT• WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 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 l-)-Uplift --------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. W*W UPLIFT MWR I NNN HANGER MWW H5 - -455#(Jacks (rnly) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 = + 42990 -1660#00d 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199:00d 2ply) MST60 -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 -1650#(Each) I HGUS5.5= +113350 -39450(16d 3ply) -- ---------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 26' -� I--- 7' 12' -�- 7' -----� 5X7 4x5 T2 X7 T Ln 1.5X3 (A) (A) 1.5X3 Lr) 7 p v 3X4 (AS) 3X4 (Al) 10 4X5 12'4" -3X4 13'4"8 f-� 26' J -1 �►---- 7- — 12' 7' -{ R=822# W=3"8 -215# R=3279# W=3"8 -2150 R=957# W=3"8 TAG = T10 SED: 10257 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 04/14/95 T C LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR AN. ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1'""f �� TC DL 7.0 PSF DATE 04/14/95 �1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �USi�11 - O\\\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 � I/ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC L L 0 0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T O T.LD. 47 .0 PSF OSA LEN. 26-0-0 CONFORM M/APPLICABLE PROVISIONS Of NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER N*. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RI�O.'C,Q•` DUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '•�� r(�EtT`-�.��` SPACING SEE ABOVE S M--7P - T T T T T NAt F Ai f 7 T ��NNH MMMM� TYPE h i p JDb: 5-1043 T T7 '0" HIPS 9'0* 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. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 510 510 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 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. (0-Gravity (-)=Uplift --------------------------------------------------------------- MWW UPLIFT **M I WM11 HANGER W** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(fOd 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT288 = -3786#(2 Each) (10d)) HHUS48 - + 5180# -2000#06d 2ply) MTT288 = -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9. 8' g. 4X5 3X4 4X5 L0 1.5X3 1.5X3 !� 7 Fl- L0 L0 3X4 (A I) 3X4 (Afl X XSO' f—� 26' R=1326# W=3"8 R=1326# W=3"B TAG = T11 SEQ: 10259 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1ft'11 1 '�, - TC DL 7.0 PSF DATE 04/14/95 \\Utv`vAv\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE NE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W5606 BC LL 47.0 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. `�7.O PSF O/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/9t) FOR PROPER ' <DR>o* v: 1 .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. PUNISH A COPY OF THIS � Q�� DUR.FAC. IN ONLY, AND SHALL NOT SE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE �� .--TP - r AT T T T NAT A F r F T r ��''�N, „NP SPACING 24.0" TYPE HIPS Job: 5-104 OT T '0" HIPS 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. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 500 500 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 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. (+1-Gravity (-)-Uplift ------------------- --------------------------------------- *:* UPLIFT *** I *** HANGER *x* H5 -455#(Jacks Only) I HUS25 = + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT288 - -3786/(2 Each) (100H HHUS48 - + 5580# -20000(16d 2ply) MTT288 - -4455#(2 Each) (1601 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11 ' 4' 11 ' -1 4X5 4X6 Lr) 1.5X3 1 .5X3 7 3X4 (A 1) X4 (A 1) �—� 26' R=1326# W=3"8 R=1326# W=3"8 TAG = T13 SED: 10289 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF t **I MPOR T AN T M N SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS TC DL 7.0 PSF DATE 04/14/95 DESIGN �TFAILURE TO BUILD THE TRUSS IN CONFORMANCE M17H OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REFISE ` � IALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL ETING ASTM QUIREMENTS. UNLESS OTHERWINDICATED. TOP - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.L D. 47 .0 PSF 0/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF AOS C TAI. AN ENGINEERS ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C O qIO' P SEAL ON THIS DRAWING APPLIES TO 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. INEE� ■--7P - TRUSS PLATEINSTITUTE. NAT F AT CONSTRUCT ON SPACING 24.0" TYpE HIPS Job: 5-104 LOT T9 '0" COMMON 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. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 500 500 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 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 ------------------- --------------------------------------- *Nm UPLIFT *** I *** HANGER *** H5 -455#(JackS Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 = -1000# 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) MTT288 = -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#06d 2ply) MTT288 -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------- ----------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS t3' 4X4 to 1.5X3 1.5X3 7 53X4 (A 1) X4 (Al) 10' 3X4 3X4 3X4 �^ 26' R=1326# W=3"8 R=1326# W=3"8 SED: 10291 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 7 TOTAL = 7 REV. 17.3Q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30•0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �1 �"��iTC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v - ALPINE CONNECTORS ARE MADE OF 2O6A GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10•0 PSF DRWG — — A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0•0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * 26-0-0 CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 47.0 PSF O/A LEN. 2 6 0 0 CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER CD pts' p.� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTORI. �AIEt^� � Il-AC I NG 24.0" C OMN --TP " T A7 T T T MAT N F i F T T '�I�l T1�1 TYPE Job: 5-10 4 L 0 T TIO " HIPS 7'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BV TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 970 970 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 22.71 TRUSS DESIGNED FOR 100 MPH WIND. 19.78 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 = + 27510 -12869(104 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(loci 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS l 23' -) T 4X7 1,5X3 4X7 Ln 1.5X3 1.5X3 Lr) 7 v 4X5(A2) 4X5(A2) 7'6"12 3X4 5X7X 23' (� �---7' 9' 7' R=2230# W=3"8 -242# -2420 R=2230# W=3"8 TAG = T15 SEQ: 10287 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF )(I MP O R T A N T)(i(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND A n DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN Us TC DL 7.0 PSF DATE 04/14/95 G RE .�� c� ' ��i FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING f � 0� ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM 9UIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10•0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 W BC LL 0.0 PSF MS K CONNECTORS PER DRAWINGS 130. 150 G 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T OT.LO. 47.O PSF D/A LEN. 2 3 R1 -0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER �* p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS i' �. Q � DUR.FAC. 1 •3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��T INEE �.`� SPACING SEE ABOVEH Z PS •--TP - T S AT T T 7 AT A F AT F T T INN /�� TTYPE Job: 5-104 LOT T11 " HIPS 9'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOC CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 520 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 22.71 TRUSS DESIGNED FOR 100 MPH WIND, 20.37 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. 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 --------------------------------------------------------------- WWW UPLIFT WWN I WWW HANGER *WW H5 - -455#(Jacks Only) I HUS26 - + 2751/ -1286#00d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -37860(2 Each) (10d)l HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' -�- 5' 9' 4X5 4X6 In 1.5X3 1.5X3 !� 7 F7 Ln 3X4 (A 1) X4 (A1) 5 17'6"12 XQ 23' R=1185# W=3"8 R=1185# W=3"8 TAG = T16 SED: 10285 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL = 1 REV, 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF (�2 )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND X11 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 6111EI, ' TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10.0 PSF DRWG - -A4/6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 6E LATERALLY BRACED WITH PROPERVTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL 0.0 PSF MSKCONNECTORS PER DRAWINGS 130. 150 Q 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 47.0 PSF O/A LEN. 23 0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ?` DUR.FAC. 1 .33 IN ONLY, ANO SMALL NOT RELIED IP W/ IN ANY 07HER MAY. DESIGN TO THE TRU55 ERECTION CONTRACTOR.a TP " T '../M ��` `` SPACING 24.0" TYPE HIPS Job: 5-1 43 T Ti '0" HIPS 1 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 520' WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 22.71 TRUSS DESIGNED FOR 100 MPH WIND, 20.95 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 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 1 i f t --------------------------------------------------------------- *MM UPLIFT M** I *** HANGER TIM H5 - -455#(Jacks Only) I HUS25 - + 27510 -1286#00d 1ply) MTS12 - -10001 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1.5X4 3X4 X4 Lr) 1.5X3 1.5X3 7 LO 3X4 (A 1) X4 (Al) lit 17'6"12 bKb K7 f 23' R=1185# W=3"8 R=1185# W=3"8 TAG = T17 SED: 10283 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF _ t *IMPORTANT*j(SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �Ir '� TC OL 7 •0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRUG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M 606 BC LL 47 .0 0.0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WI7H PROPERLY ATTACHED RIGID CEILING--SEE STATE Of TOT.LO. �+7 •0 PSF 0/A LEN. 23-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C 0�O' p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q•�� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. HIPS W--TP - AiINSTITUTE. NAT N N F AT F CONSTRUCTION T„ SPACING 24.0" TYPE Job: (5-1043) LOT T13 23'0" COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 420 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 22.71 TRUSS DESIGNED FOR 100 MPH WIND, 21.10 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. 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 --------------------------------------------------------------- NNN UPLIFT NNN I NNN HANGER NWN H5 -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d (ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#060 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 11 '6" -�► 11 '6" 4X4 m 1.5X3 7 p i.5X3 0 n 3X4 (Ai) 3X4 (Ai) 4 X �f7'6"12 �- 23' R=108111 W=3"8 R=10811!! W=3"8 TAG SED: 10281 PLT. TYP. -ALPINE DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 17.3o SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF *I MPO R T A N T *SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BiACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �``S'US"f��' TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE , v ALPINE CONNECTORS ARE MADE OF POGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z6605 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 O 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE of - TOT T.LO. 4 7.O PSF DSA L E N, 2 3-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ?'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' �. 0 RIOT Q'`� DUR.FAC. 1 .33 IN ONLY, AND SHALL NDT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��....... SPACING 24.0" CONN W--TP "i AT T T 7 NAT SPECIFICATION F CONSTRUCTION './N ,NRR` TYPE Job: 5-104 T T14 3'0" HIP 7'0" W STUB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 690 750 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 17.21 TRUSS DESIGNED FOR 100 MPH WIND. 19.78 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-1=Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *W* UPLIFT *** I *** HANGER *** H5 - -455=(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) MTS12 - -1000/ 1 HUS26 - + 3315/ -1550#06d 1ply) MTS12 - -2000!(2 Each) I HHUS48 - + 4299# -1660000d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17-6- 7' 7'6"7' 9' .�. 5X4 X4 5X7 X2 T 1.5X3 Lo 7F;;- v cn m 2X7 (A 1) 4'5 17'6"12 X 4X 4X4 17'6" �- 7' 10'6" R=1632# W=3"8 - R=1796# W=3"B TAG = T19 SED: 10272 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.3a SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FDR ANY A R N I NG tN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN1T111US 11f.��i�' T C DL 7 .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UWESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 L� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACMEO PLYW000 SHEATHING. BOTTOM CHORD * BC LL 47 .0 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 G )SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = STATE tJf = TOT.LD. 4 7 •O PSF OSA LEN. 1 7—6—0 CONFORM W/APPLICASLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER D HIU' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS :' Q � UR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , 1TIEE��•. W--TP "T AiINSTITUTE. NATIONAL SPECIFICATION i T T N ', 111 1"", "" SPACING SEE ABOVE TYPE HIPS Jo 5-1 43 LOT T15 " HIPS 9'0" w/STUB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 400 330 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 17.21 TRUSS DESIGNED FOR 100 MPH WIND, 20.37 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. 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 ------------------- ------------------------------------------- *:* UPLIFT *** I WWW HANGER **W H5 4550(Jacks Only) I HUS26 - + 2751# -1286#(fOd 1piy) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(160 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (1601 HGUS48 - + 66400 -2199:00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#0 6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) 9' --- ------------- AB----------- ETA ILS 4X5 5X5 X2 L0 1.5X3 i� L0 7 F,;;- m in i+l T 2X4 (A fl 4"5 17'6"12 y 3X7 m 3X3 �--� 17'6" R=947# W=3"8 R=803# W=3"8 TAG = T20 SED: 10274 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL = 1 REV. 17.3a SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 04/14/95 T C LL 30 .0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN NANp.ING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 11�1� TC DL 7.0 PSF DATE 04/14/95 ^ \\UvAv1EU\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE - ` - \\\\\V� ALPINE CONNECTORS ARE MADE OF MA 6ALV. STEEL MEETING ASTM QUIREMENTS, UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W56O6 BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 L 16OA-F. OESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF TOT.LD. 47.0 PSF O/A LEN. 1,7-6-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G 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 �, �, O RIO Q•" ouR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEtY'- ` SPACING 24.0" H IPS "--TP " T PLATE T l i NATIONAL SPECIFICATION F T T TYPE Job: 5-10A LOT T16 23'0" HIPS " w/STUS THIS DWQ. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 400 340 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 17.21 TRUSS DESIGNED FOR 100 MPH WIND. 20.95 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- ----------------------------------------- *** UPLIFT *** I *** HANGER MR* H5 - -4551(Jacks Only) I HUS26 - + 27510 -12860110d 1p y) MTS12 - -10001 I HUS26 - + 3315/ -1550#1160 1ply) MTS12 - -20001(2 Each) I HHUS4B - + 42991 -l5500I10d 2ply) MTT28B - -37861(2 Each) (10d)I HHUS48 - + 51801 -20000(16d 2ply) MTT288 - -44551(2 Each) (16d)) HGUS48 - + 6640# -21991000 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80001 -26501(16(1 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS f 11, 1.5X3 i I 5.6H . ,J 3X4 X4 1.5X3 X4 Q1 7 T to m to 2X4 (Al) m 17'6"!2 X 1.5X3 �-� 17'6" R=947# W=3"8 R=8031 W=3"8 TAG = T22 SEQ: 10279 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = i TOTAL = 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (( DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN 0% tis' E�� TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING AST" OUIgEMENTS. UNLESS OTHERWISE INDICATED, TOP — — BC DL 10 •0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 * BC LL w 0 •0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 0 16OA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE — STATE OF _ TOT.LO. 4 7.0 PSF 0/A LEN. CONFORM*/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER OF 10�' R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS �. Q � EDUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED IPOs IN ANY OTHER NAY. DESIGN TO THE Tr ERECTION CONTRACTOR. � tPACING 2 4.0" H IPS —TP T TINSTITUTE- T i AT F T i •N NN ..,r TYPE Job: 5-1043 LOT T17 3'7* MONO THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOFS CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 250 210 WEBS 2x4 SP 113 BRG.LOC (FT): 0.00 3.33 TRUSS DESIGNED FOR 100 MPH WIND, 18.75 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS GIRDER DESIGNED TO CARRY 02-00-00 FRAMING TC/BC SPLIT TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS FROM ONE SIDE AND 09-01-00 TRUSSES FRAMING TO BOTTOM CHORD (+)=Gravity (-)-Uplift FROM OTHER SIDE. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(fOd 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000/ 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 382.64 LBS. 2X2 7p 2x4 (Al) 4'5 3'e 17'6'12 1.5X3 �1 '4N 3.7H R=6301 W=3"8 R=383# W=3" TAG = T21 SED: 10263 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL = 1 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30.O PSF REF _ *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7•0 PSF DATE 04/14/95 n \\UvV1AU\ FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 206A MY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z5606 MSK 1/ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC L L O 0 PSF CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ TOT.LD. 4 7.O PSF 0/A LEN. 3-7-0 ORIO CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER i'QP: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS i �. DUR.FAC. 1 .33 IN 010.Y, AND SMALL NOT!1E RELIED UPON IN ANY OTNER MAY. DESIGN TO 011E TRUSS ERECTION CONTRACTOR.A-- TRUSS_ NE TP -T AT T T i T N4 F AT F T T SEE ABOVE��T� �""' TYPE MONO Job: 5-10 4 T T1 A w/STUBS THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF WEBS 2x4 SP #3 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 19.49 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *IFIL HANGER *** H5 -455#(Jacks Only) I HUS26 = + 2751# -12860(10d 1ply) MTS12 -1000! 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#00d 2ply) MST60 -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--3' �� 6- 1" 4X4 7F7- Lo T m m fU X4 (Di) 3'i2 17'6"12 R=105 Of W=9' 1" TAG = T28 SEG: 90393 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 09/13/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDL LNG. ERECTION ANO7.0 7 '\ Ill DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �11NUS, TC DL / .0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 206A GALV-STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - = BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTEO. APPLY CONNECTORS 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, BOTTOM CHORD W BC LL w 0 .0 PSF T HB CONNECTORS PER DRAWINGS 130, 150 C 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGTO CEILING -- SEE - STATE OF - TOT.L D. 4 7 O PSF OSA LEN. 9-1-0 CONFORM W/APPLICABLE PPOVISIOS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/91) FOR PROPEq SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIOT'Q P: F DUR.FAC. 1 .33 [N ONLY, AND SHALL NOT BE RELIED UPON IN ANY 07HER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEL �� SPACING c o mn A--TP " TRUSS-PLATENAT f AT F NCONSTRUCTION T T N '�NiN �iNNH TYPE Jo 0: 5- 4 T T COMMON w/STUBS THIS WG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TO—CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 260 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 8.79 :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.729' TRUSS DESIGNED FOR 100 MPH WIND, 19.64 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. (+)=Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT NNN I NNN HANGER NNN PROVIDE HANGER AT LEFT END OF TRUSS FOR 539.08 LBS. H5 -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d !ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2p y) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5580# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 = + 6640# -21991 00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 36' 1H 4X4 7 3X4 `0 T CV 1 Q' cn X4 in cv 5X4 (E i) 17'6"12 X 1.5X3 R=539# W=3" R=419# W=3"B TAG = T27 SED: 90387 PLT. TYP•-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTAE14E CARE 09/13/95 TC LL 30 .0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n \\\1VN TO BUILD t/1E TRUSS IN CONFORMANCE WITH OSi6B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT DEVIATION FROM THIS DESIGN OR THESE SPECIFICAiI0N5, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �115'UrJ" �� T C DL 7.0 PSF DATE 09/13/95 ^ \\UvVRAU\ FAILURE NT BRACING RE - ` v - ALPINE CONNECTORS ARE MAGE OF 206A 6ALY. STEEL MEEtIN6 ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP IM - - BC DL 10 .0 PSF DRWG O AOA6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - I TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC L L 47 .0 0 .0 PSF T FL1B CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD. 4 7 •O PSF]TYPE O/A LEN. 9-1-0 R CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER CO ID' SEAL ON THIS DRAWING APPLIES TO 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 NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0" C o mn TPI - T AT T T T NAT F T i T T N ��.�� Job: 5-10 4 T T19 1 GIRDER W STU THIS DWG. PREPARE FROM COMPUTER INPUT GADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x6 SP #2 N UPLIFT (LB): 520 300 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.38 TRUSS DESIGNED FOR 100 MPH WIND, 19,64 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- -------------------------------------- SPECIAL LOADS *** UPLIFT *** I *** HANGER *x* -------------------------------------------------- H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) TC - From 74 PLF at -1.48 to 74 PLF at 12.67 MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) BC - From 20 PLF at 0.00 to 20 PLF at 12.67 MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) BC - 600 LB Concentrated Load at 3.58 MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) L MU28Q,= -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#( Od 2ply) 1�6Cf 6d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +113350 -3945#( 6d 3ply) ----- --------------------------------------------- ------ - 6-7" --- =g- 1-1«r 4X4 tD i.5X3 cv v 7 3X4 (Bi) 3X4 (A 1) —F 4"5 7117'6"12 X 1 -4" + 12'8" (�3.7N 9. iN R=1147# WW=3"8"8 600# R=748# W=3"8 TAG = T23 SED: 90378 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL i REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 09/13/95 TC LL 30.0 PSF REF *I MPO R T AN T N N SHALL NOT BE RESPONSIBLE FORANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN "1,1�'If��i�, TC DL 7.0 PSF DATE 09/13/95 ^ \\UvViAv\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 9STB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 206A 6ALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER SBOS TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD NEW 18C L L 0 .0 PSF T HB CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANOAPOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = T 0 T.LD. 47.0 PSF OSA LEN. 12-F3-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER It SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERR: DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RI�Z..',c�Q'` OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ice'F �(E tom-`�`` W--TP -T ATINSTITUTE. NAT A SPECIFICATION F CONSTRUCT N ��/M ,M.IM�` SPACING 24.0" TYPE c o mn Job: 5-1 4 T 129 T COMMON w/STUB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 320 220 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.38 :Rt Slider 2x4 SP 03: BLOCK LENGTH - 1.693' TRUSS DESIGNED FOR 100 MPH WIND, 19.64 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 = + 27510 -1286#(IOd 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) ----- --------------------------------- ------ 6 711 - ET43C15NEET FOR UPEIFT/11AN6ER DETAILS 4X4 co tV Q 7 � 3X4 5X4 (E 1) --r- 2X4 (Ai) 4 7"13 i"5 17'6"12 1.5X3 1 -4" 1218" R=722# W=3"8 R=573# W=3"8 TAG = T24 SEQ: 90381 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = i REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN WT C DL 7.0 PSF DATE 09/13/95 n \\UwVV1Av\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , f ' ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM IREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS/TOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 56 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 06 BC LL 0.0 PSF T HB CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE - STATE OF TOT.LD. 4 7.0 PSF DSA LEN. 1 2—8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS t 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 p20 Q P: F DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E� ■--TP T AT r T T T A N F AT F T r ��'�TT, ,,111`��1 SPACING 24.0" TYPE comn Job: (5-1043) T i T21 1 GIRDER w/STUB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x6 SP 01 Dense UPLIFT (LB): 810 1210 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.38 TRUSS DESIGNED FOR 100 MPH WIND, 19.64 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS GIRDER DESIGNED TO SUPPORT 17-06-00 SPAN HIPSET TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS WITH 07-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. (+)-Gravity (-)-Uplift OPPOSITE SIDE SUPPORTS 00-00-00 JACKS. JACKS HAVE NO WEBS. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. H5 = -4550(Jacks Only) I HUS26 = + 27510 -1286#00d iply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 = -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(100 2ply) MTT2288 - -37860(2 Each) (100)1 HHUS48 = + 51800 -20000(16d 2ply) 44550(2 Each) (16d)I HGUS48 = + 66400 -21990( Od 2ply) R-406d 2ply) CS150 = -16500(Each) I HGUS5.5= +113350 -39450( 6d 3ply) ----- ------------------------------ ------------- �.— 6'7" �L1�N�z,-�,roPLFFHAN• DETAILS- 5X6 (R) tD 1.5X3 1.5X3 CU v 7p 4X4 (81) 3X5 (A i) _F �— 7"13 4"5 17'6"12 X (� 1 '4" 12'8" _I f 7' 5,8" - -� R=1259# W=3"8 # R=2667# W=3"8 TAG = T25 SEO: 90383 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV, 17.35 SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THFSE SPECIFICATIONS• OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �1us i� TC OL 7.0 PSF DATE 09/13/95 A \\USV;V�AU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v - O\\\\\V�_ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG O A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - pp TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W6606 BC LL 47.0 0 .0 PSF T HLJ CONNECTORS PER DRAWINGS 130. 150 C 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF = LDUR.FAC. D. `�7.O PSF O/A LEN. 12-8-0 CONFORM M/APDL ICAtW.E PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER p'_ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIOp Q.` 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �'� F■--TP - T AT T T T NAT F AT F T T N � NN1 `�� ` NG SEE ABOVE ITVDC CO111ft Jo 5-10431 T T22 4 COMMON THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 3.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH, MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . - ----------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 -455#(JackS Only) I HUS25 = + 2751# -12860(10d 1ply) MTS12 -10000 1 HUS26 - + 3315# -1550#(16d iply) MTS12 = -2000#(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) MTT288 -3786#(2 Each) (10d)1 HHUS48 = + 51800 -2000#(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �2' 2' -� 4X4 Ln to 7 7 .y T 2X4 (A 1) n X4 (A 1) 1 �1 '4" - 4 - - 1 '4" -� R=2871 W=3"8 R=2871 W=3"8 TAG = T38 SED: 90395 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 09/13/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �1us .,,� - TC OL 7 .0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` V - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - 8C DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 •O PSF T H B TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W 606 BC LL w CONNECTORS PER DRAWINGS 130, 150 i t60A-F. DESIGN STANDARDS WITH P90PERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD• `�7 •O PSF O/A LEN. 4'O�� CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C O plOF P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .� Q �� OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEvF1 M--TP - T TINSTITUTE- NATIONALSPECIFICATION F CONSTRUCTION ''�'N�IH��, SPACING 24.0" TYPE COM O 111n Jo (5-1043) T T 4 DROP GE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- -------------------------------------- *** UPLIFT *** I *** HANGER x149 H5 -455#(Jacks Only) I HUS26 = + 27514 -1286#(10d iply) MTS12 = -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2Dly) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(160 20y) MTT28B = -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#1160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 7 � 3X4 1'2'4 2X4 (01) X4 (01) 9 11. qP — R=1880 W=3"8 R=188# W=3"8 TAG = T39 SED: 90397 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PROOUC75, INC. TRUSSES REQUIRE EXTREME CARE 09/13/95 T C LL 30 .0 PSF REF XMIMPORTANT*)(SHALL NOT BE RESPONSIBLE FGR ANY NARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DEBIGN OR THESE SPECIFICATTONS, ai ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNUS TC DL 7 .0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY NPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ^ ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING AGIN QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG \0\J\ A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 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. BOTTOM CHORD W BC LL 0 .0 PSF THB CONNECTORS PER DRAWINGS 130. 150 C ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47.0 PSFITY 0/A LEN. 4-0-0 CONFORM W/APPLICARLE PROVISIONS OF NNS C TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE i7/I/S11 FOR PROPER (O E OF Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � OUR.FAC. 1 .33 IN ONLY, ANA SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. , �E ``�� M--TP - AT T T T NAT F r FDR r ��' P.N „HNT SPACING 24.0" PE spec Jo 5- 4 T 7' END JACKTHIS DWG. PREPARED FROM COMPUTER INPUT JLOADS 6 DIMENSIONS) UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ILB): 200 260 200 WEBS 2x4 SP 02 N BRG.LOC FT)1: 0.00 7.00 7.00 TRUSS DESIGNED FOR 100.00 MPH WIND. 19.78 FT 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) REACTION OF 221.38. --------------------------------------------------------------- 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. MMW UPLIFT NWW 1 WWW HANGER WWM CONTRACTORS WARNING: H5 4550(Jacka Only) I HUS26 - + 27510 -12860(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 I HUS26 - + 3315/ -1550/(164 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each) (10d)1 HHUS48 - + 51800 -20000116d 2ply) MTT288 - -44550(2 Each) (16tl)1 HGUS48 + 66400 -21990 10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500 16d 201y) CS150 - -16500(Each) I HGUS5.5- +113350 -39450116d 3ply) --------------------------------------------------------------- R=,TIF#Egrh."S LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21'B" If) s If') 7 F,;;- Q -Y— 2X4 (Al) 4.5 17'6"12 i 7' R=4910 W=3"8 R=105* W=1"8 TAG = T32 SEG: 14914 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 24 TOTAL = 24 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 05/23/95 TC LL 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 11111 n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI13-91 BY TPI. SEE THIS DESIGN ��1_t� ��iTC DL 7.0 PSF DATE 0 5/2 3/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 93788 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 20GA 6ALY. STEEL MEETING ASTM 9UIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER , 5606 BC LL 0.0 PSF JRK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M - CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF T OT.LD. 47.0 PSF O/A LEN. 7,-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RIOT' r SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED)ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1? 11 OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� ZME��"` SPACING 24.O" JACK TPI - T INSTITUTE- NAT F T F T T TYPE Job: - 4 T 129 / J 5* CORNERJACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (L81: 200 200 200 WEBS 2x4 SP 02 N BRG.LOC FT : 0.00 5.00 5.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.20 FT 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) REACTION OF 148.28. --------------------------------------------------------------- TYPICAL SI14PSON 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. ----------------------------------------------- ---------------- WWW UPLIFT WWM I WWW HANGER MWW CONTRACTORS WARNING: H5 4550(Jacks Only) I HUS26 + 2751/ -1286000d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -1000/ 1 HUS26 + 3315/ -15500(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000/(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -37860(2 Each) (10dil HHUS48 + 5180/ -2000#06d 2ply) MTT28B -4455012 Each) 0601 1 HGUS48 + 66400 -21990(10d 2ply) 14ST60 46880(Per 2ply) I HGUS48 + 80000 -26500(16d 2ply) CS150 16500(Each) 1 HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLDS LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=14811 W=1"8 z0'6" m 7 rn -7— 2X4 (A i) 4.5 17'6"12 i L�1.4" + 5' ! I` R=3940 W=3"8 R=69# W=1"8 TAG = T33 SEO: 14916 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 14 TOTAL - 14 REV. 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 05/23/95 TC LL 30.0 PSF REF (�� *I MPORT ANT�(�(SHALL MY BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-Of BY TPI. SEE THIS DE51GN �11j11 �I�� TC OL 7.0 PSF DATE 05/23/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` v E •� - O\\\\\TV/}\V�J ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS, UNLE55 OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWCI A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W G�6 BC LL 0.0 PSF JRK CONNECTORS PER DRAWINGS 130, 150 G IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT.LD. 4 7.0 PSF D�A LEN. 5-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS G 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 THIS1110 DUR.FAC. 1 .33 IN ONLY, AND SHALLN07 BE REL1EO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE ' SPACING 24.0" JACK =--TP " T T T T T F AT CONSTRUCTION ��N RN RMM��, TYPE 4 T RN R A ---THIS M PAR FROM COMPUTER INPUT (LOADS & DIMENSIONS) BMITTE Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N 200 200 200 WEBS 2x4 SP 02 N B UPLIFT (FTT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100.00 MPH MIND. 18.62 FT 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 65.48. --------------------------------------------------------------- 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 I MMM HANGER MMM CONTRACTORS WARNING: H5 -455/(Jacks Only) I HUS26 - + 27510 -12860110d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 I HUS26 " + 33151 -050006d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT280 -37861(2 Each (10d)t HHUS46 - + 51801 -2000I(16d 2ply) MTT288 -44556(2 Each (16d HGUS48 " + 66400 -21990(10d 2ply) NST60 -46BBO(Par, 2ply) I HGUS4B - + 8000/ -26500(16d 2ply) CS150 -1650i(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=65)1 W-1"8 19'4' 7 .� tV --r- 2X4 (Al) 4'5 17'6'12 1 -4" .l. 3' -- R=3071 W=3"8 R=331 W=1"8 TAY = T34 SED: 14918 PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 16 TOTAL - 16 REV. 17,2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 05/23/95 TC LL 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �I'51�, �T�� TC DL 7.0 PSF DATE 05/23/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTaB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v ALPINE CONNECTORS ARE MAGE OF 20GA 6ALV. STEEL MEETING ASTM OUIREIENTS. UNLESS OTHERWISE INDICATED. 70P - - BC DL 10.0 PSF DRWG UO A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 M ~- BC LL 0.0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 i ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF TOT.LD. 47.0 PSF]TYPE O/A LEN. 3-0_0 CONFORM W/APPLICABLE PROVISIONS OF NDS I,TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE i IMI FOR PROPER ' p': SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 AID �` DUR.FAC. 1 .33 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. OESIGM TO THE TRUSS ERECTION CONTRACTOR. �, IN ERECTION �� SPACING 24.O" JACK A--TP - A7 T 7 T T F Ai F T �N NI IIII/T` Jo (5-1043) T RN R A K -THIS N PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP /2 N MMWARNINGNM AN UPLIFT REACTION OF -1061 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-MIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT LB): 200 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC FT): 0.00 1.00 1.00 REACTION OF 96.60. TRUSS DESIGNED FOR 100.00 MPH WINO, 18.03 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: M-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NMB UPLIFT NNN I NNW HANGER NMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacka Only) I HUS26 - + 27511 -1286/00d JOY)MTS12 - -10001 1 HUS26 - + 3315# -1550/060 1plyl MTS12 - -20001(2 Each) I HHUS48 - + 42991 -1660#00d 2ply) MTT288 - -3786/ 2 Each (100)1 HHUS48 - + 51801 -2000/(16d 2ply) MTT288 - -44551 2 Each) (164)1 HGUS48 - + 66401 -21990(10d 2ply) NST60 - -46881 Per 2ply) I HGUS48 - + 80001 -26500((16d 2ply) CS150 - -16501 Each) I HGUS5.5- +113351 -3945/(16d 300 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �� 18'2" 2X4 (A 1) 11.5 4.5 17'6"12 .1 1.4H +1' R=317# W=3"8 R-9716SNl'V -i"8 TAG.= T35 SED: 14920 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY 16 TOTAL = 16 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 05/23/95 TC LL 30.0 PSF REF *IMPORT ANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n i DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN d,` TC DL 7.0 PSF DATE 05/23/95 FAILURE TO&IILD THE TRUSS IN COWDRMANCE WITH QSTBB BY TPI. FOR AOOITIONAL SPECIAL PERMANENT BRACING fE -ALPINE CONNECTORS ARE MADE OF 20GA 6ALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10 •0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL ,10-0 PSF JFK CONNECTORS PER IxMAM2NG9 f3fl, 130 G 160A-F. DE3I6N STAIOAROS WITH PROPERLY ATTACHED RIGID CEILINGSEE = TOT.LD. 4 7 O PSF OSA LEN. 1-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ;� OUR.FAC. 1 .33 IN OILY, AHO SHALL NDT REL2E0 UPON IN ANr OTHER MAY. oESIGM TO THE TRuss ERECIDON CDNTRAc1aR. � $PACING 24.0" JACK •--TP T T T AT T T ///// HRiH` TYPE job, Q T 7' HIPJACK THIS N PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT LLB): 200 200 200 WEBS 2x4 SP #3 BRG.LOC FT)): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND. 19.78 FT 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) REACTION OF 357.35. ------------------------------------------ TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO NESS. NNN UPLIFT *** WNW HANGER NNN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 455#(Jack. Only) I HUS26 - + 27510 -12860(10d 101Y) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 -1000# I HUS26 - + 33150 -15500(16d (ply) MT512 - -20000(2 Each) I HHUS48 - + 42990 -16600110d 2ply) CONTRACTORS WARNING: MTT288 - -37860(2 Each) (10d)( HHUS48 - + 51600 -2000#(16d 2ply THIS TRUSS IS DESIGNED T AND/OR SUPPORT ADDITIONAL LOADS MTT288 44551(2 Each) 06d)I HGUS$4q8 4p� 2 #(10d 2ply) AT SPECIFIC LOCATIONS. AR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) 1 HSU3iff 2 Od#36�#II6d 2ply) INSTALLATION TO ENSURE T� ►i HTS TRUSS IS ERECTED PROPERLY. CS150 -1650#(Each) 1 HGUS5.5- +113350 -3945#06d 3ply) '1 - - ---------- ----- ------ ---- - - - -- ----------- fr 11, 10"15 REFERENCE HOLMES LIMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21'6"4 2X4 In 4.95 v v 2X4 (AU 4S 17'6"12 1' 10"10 9' 10"13 --j �---4'2"15 of 5'9"6 —� R=493# W=4"15 R=357* W=1"8 PLG SEQ: 14922 T. TYP6-ALPINE DESIGN CRIT=TPI QTY - 7 TOTAL - 7 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 05/23/95 TC LL 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN X7'U „ , - TC DL 7.0 PSF DATE 05/23/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , e �� _ ALPINE CONNECTORS ARE MADE OF 20GA 6ALV. STEEL MEETING ASTM QUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER UNLESS - - "J\ TRUSS AND ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - BC LL 0 i\U`^vi CONNEC70AS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 41010 CEILING--SEE STN 5606 0 PSF JRK ATE OF TOT.LD. 47.0 PSF D/A LEN. 9-10 —13 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO IN ONLY, AND SHALL NOT BE RELIED WHO/IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� Q ` DUR.FAC. i 3 3 ,� 1'NEE ,� JACK "--TP AT .T T AT NA ..........F T �„ ,,,,• SPACING SEE ABOVE TYPE job-, (5-1Q43) LOT H P A K THIS DWG. PREPAREDFROM C=PUTER INPUT AD & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 92 N UPLIFT (LB): 200 200 200 NESS 2x4 SP #2 N BRG.LOC FT): 0.00 4.89 4.89 TRUSS DESIGNED FOR 100.00 MPH MIND, 18.75 FT 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) REACTION OF 159.18. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK I5 DESIGNED TO SUPPORT A CORNER SET WITH 03-05-08 ( )-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- MMM UPLIFT MMM I MMM HANGER MMM A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1pIV) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315/ -15500(16d 1ply) MT512 - -20000(2 Each) I HHUS48 - + 4299# -16600(10d 2ply) CONTRACTORS WARNING: MTT288 - -3786#(2 Each (((10d)I MMS48 - + 51800 -2000#(16d 2ply ATISPECIFICSS ILOCCAATIONS PARTSIGNED TO TIICULAR AR CARE IS ADVISEDORT DURING LOADS MTT288 -4455#MST50 - 46880 pera2ply)�)I HGUS48 + 6640 2199 106 HGUS48 - + 8000/ -2650#(16d 2plyj INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 1650# Each) HGUS5.5- +113351 -3945#116d 3ply� --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -53# R=15911 W-1"8 I7 6'9"5 _I 14'7"8 CD 4.95 p v cu 2X4 (AU 5 17'6"12 �i ' 10"10 4' 10"11 �-- 2'0"12 ---� 2'9"15 -----� R=206111 W=4"15-- x R=301 W=1"8 PIG gg SED: 14924 T. TYP.- ALPINE DESIGN CRIT=TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 05/23/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 1 ,�' ,T�i�� TC DL 7.0 PSF DATE 05/23/95 ^ \\U1v`V)►v\ FAILURE TO SUILO THE TRUSS IN CONFORMANCE WIT0H OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 pSF DRWG ALPINE CONWC7S ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC LL 0 0 PSF JRK "J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W - CONNECTORS PER DRAWINGS 130. 150 L 1GOA-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47.0 PSF O/A LEN. 4-10- 1 1 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0 BOE, ?` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS L( Q OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, I DESIGN 70 THE TRUSS EREciION CONTRACTOR. rSPACING SEE ABOVE JACK "-- A T T T A F T T ��HN ``,` TYPE MAR 01 '96 Al:18 CLARSON 536 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 70 BLOCK - AS SHOWN ON MAP OF S VA LAKES UNIT TWO AS RECORDED IN PLAT BOOK 43 PAGES 11-118 OF INE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: SHAFFER A SONS LN pg1s4_ BEARING REFERENCE: BEARING SHO VM all RICHT-OF-wAY UNE HEREON IS THE SAME AS SHOW ON THE ABOVE MENTIONED Pu►t SANDPIPER LANE EAST (40' R/W) N06'48'00`W ("ft. 35.00' `�tnK[e htvMV(FFlyCAt) AIC S nLaNpi 1 to.3 -w F r t° J J a � 4 s. a o.4o7 dr olp' v 4 616+off, � Q r.r 35600' Cf-C°) 'C N '45'00'W SELVA LAKES CIRCLE (60' R/M PREL, v I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE 1 Cr.c�� MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE MATH CHAPTER 81G17-8, FLORIDA �`IA+ ADMINISTRATIVE CODE (PURSUANT TO SECTION 47ZO27, FLORIDA STATUTES)' AND FURTHER CERTIFY THAT a FOUND CONCRETE MONUMENT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, if FOUND FOUND IRON O 7i2` SET IRON — 0 1704 /� S.R.L. BUILDING RESTRICTION LINE FLOOD CERIMCATE: THE LOT SHOWN HEREON IS IN F4,000 CLARSON AND ASSOCIATES. INC. p RA111JRAN,LE ZONE Y AS SHOWN ON THE FLO00 INSURANCE RATE 1643 NALDO AVE, JACKSONVILLE, FL., 32207 L ARC I,F.NGtH MAP, COMMUNITY PANEL NO, 120075-^ 00010 DATED 4-17-89. CN CHORD P.C, POINT OF CURVATURE PT. POINT OF SURVEYED MARCH 8 _. 1995. P.R.C. POINT OF REVERSE REVERSE CURVE P.c.c. PANT OF couvouNo CURVE SCALE. 1 =20 FOUND CISTERED df F SURvEYOR NO. 2361, FLORIDA R/w RIGHT-Or-WAY Y FIELD BOOK 537 PAGE 58 R.v. OFFICIALL R VOLUME - JOSE A. HILI. —A-� & Rt Wwo Fe NtE