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Permit 1911-1913 Mary St (vault) � ' =� sjCITY OF ATLANTIC BEACH K , N , 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00001873 Property Address Date 11/16/09 Application type description 1911 RESIDEOTHERARYST Property Zoning Application valuation TO BE UPDATED ------------ 0 _______ ------------------- Application desc ------------ install new rear door FL 11136-2 ------ Owner - Contractor SULLIVAN, BRAD BEAT CUSTOM CONTRACTING INC 10175 FORTUNE PARKWAY STE 201 JACKSONVILLE FL 32256 ------------------------------------------------- Permit BUILDING PERMIT Additional desc INSTALL NEW REAR DR Permit Fee . . . . 55 . 00 Plan Check Fee Issue Date . . Valuation27 . 50 -----Expiration Date . . 5/15/10 400 -------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS ------ - ------*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----------------------- _______ ________ Fee summary Charged Due g Paid Credited ---------- _______ ------- . 00 Permit Fee Total . 00 55 . 00 55 . 00 Plan Check Total 27 . 50 27 . 50 Grand Total • 00 . 00 82 . 50 82 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. /r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 09- 11•, �i j OFFICE:(904)247-5826 0 FAX NO-:(904)247-5845 � BUILDING-pEPT@COAB.US 1.J091ADDRESS; , BUILDING PERMIT APPLICATION 2-VALUATIOMOF WORK DUVAL COUNTY �J� 3.SQ FT.UNDER ROOF 4 LEGAL DESCRIPTfON; L' Z Z-33 y 5.CLASS OF WORK LOT_BLOCK__SUB DIVISION ❑NEW BUILDING 6.USE OF STRUCTURE: 7.DESCRIPTIONOF'WORK ❑ADDITION ❑DEMOLITION 19 RESIDENTIAL � L\ ,1. ❑CONVERTING USE ❑COMMERCIAL ,v —"" ❑REPAIR nON El ACCESSORY BLDG. >#FIRE SPRINKLER; i ❑ PROPERPOOL/SPA 13 YES 13 WA + TYOWNERr 11MovE ❑OTHER (V 9.NAME: CONTRACTOR: ❑NO t5-COMPANY NAME ARCHITECT/ENGINEER: 23.COMPANY NAME 16.NA-4 10.ADDRESS: �n,p 24.LICENSEE NAME: 3��/_ e` �� 1� 17•STATE OF FLORRIIE)A LICENSE NO.: 6C V SI to� 25-STATE OF FLORIpA LICENSE NO.: VvVIR-- 1y�8.ADDRESS: to`°t L 26.ADDRESS 11.OFFICE PHONE. 2.FAX NO- 73o y(` 19.OFFICE PHONE 2.FAX NO_ 27.QFFICE PHONE 28.FAX NO-: W aS`�� %3 OL03Q�(d)'? ��1��dS4�73 13.CELL PHONE Qp� 21 CELL PHONE: v-'V—19 ;i6 i i• fi �Q 22 29.CELL PHONE 14.EMAIL ADDRESS: '1 O.7 v �_? 22.EMAIL ADDRESS 30-EMAIL ADDRESS: FEESIMPLE,TITLE 110LDER pF otaFlt Tww OWNER), BONDING COMPANY: 31.NAME: MORTGAGE LENDER: 33.NAME 35.NAME 32-ADDRESS: 34.ADDRESS 36.ADDRESS- Appligfion is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this Jurisdiction. This permit becomes null and void if work is not commenced within sor(6)months, or if col laws regulating ion la work is suspended is abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for or Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFfDAV1T-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.I will not occupy or use the referenced buildingor an agedand prior to obtaining a certificate of occupancy or completion issued by the building official,as required by awf until all inspections are finaled and *** WARNING TO OWNER: r YOUR FAILURE TO RECORD A NOTICE OFC MMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T OUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE REC D AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU I D TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTOR BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNE rAGENT CONTRACTOR (If Agent Power of may arAgenq Letter Required) /� (QualifierOnly) Signed: Date/7'�' O Sig Date: Before me this�f day Of /V'� Duval,State tJf plorida,h personally appeared 2009 in the county of Before m th' day of_ j _ 2009 in the county of � Duval,S to Florida,has personally appeared AM tr n by imselt/herself and affirms that all statements and declarations an: herin by hl elf/herself and a true an ccurate. s that all statements and declarations are :; true and ccurate. N Public at Large,State r.. County of V✓'CL. /^ Personally Known No Public at Large,State of unty of ❑Produced Iden' Personally Known Notary Signat ❑Produced Idantificetia Notary Signa jEM`J E C EXPIRES:Au ust 1 C ars 0 ATLANTIC$ tiMY ry J.M.DANESE,III BLI �IiCj1 ^'^ r-•-"moi ' MY COMMISSION N DD 879914 REQUIREMENTS AND CONDITIONS. PIRES:August 11,2013 Thr,Notary Public Underwritam REVIE BY.-MA 8 MIAMMAL MIAMI-DADE COUNTY,FLORIDA BUILDING CODE COMPLIANCE OFFICE(BCCO) METRO-DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 wEST FLAGLER STREET,SUITE 160. MIAMI,FLORIDA 33130.1563 (305)375-2901 FAX(305)373-2908 NOTICE OF ACCEPTANCE (NOA) www buildingcodeonline com " Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls,OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such besting and the AW may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"61-8"&8'-0'"'ShWe Outswing opaque Insulated Steel Doors APPROVAL DOCUMENT:Thawing No"DC9970 ,titled"6'-8"&8'-0 Single outswing Opaque Steel Edge", sheets 1 through S of 5,dated 12-07-07 and last revised on 02-05-08,prepared by the manufacturer,signed and sealed by Nimesh Bhaysar,P.E.,bearing the Miami-Dade County product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large wiisok Impact Resspint Limitation: Whits are not rated where water infiltration is needed,unless complies with exceptions per FBG LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement;"Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sake,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Many portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA rmew s NOA#02-1211.13 and consists of this page 1 and evidence page,as well as approval document mentioned above. The submitted documentation was reviewed by Isbaq L Chaeda,P.E. NOA No 08-0208.07 I Expiration Date:February 11,2013 WL' Approval Date:March 20,,2008 Jeld Wen ine A. DRAWINGS NOTICE OF ACCEPTANCE• EVIDENCE SUBD 1. Manufacturer's parts and sections drawings. 2. Drawing No "DC9970", titled 646'-8"& 8'-0 Single outswing Opaque Steel Edge", sheets 1 through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar,P.E. B. TESTS(Photo copies from files#02-1211.13),original test report conducted per SFBC,201, I- and 203-94,now termed as FBC,TAS 201,202 and 203-94. 1. Test report on 1) Air Infiltration Test,per TAS 202-94 2) Uniform Static Air Pressure Test,Loading per TAS 202-94 3) No Water Resistance Test performed. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per PA 202-94 along with marked-up drawings and installation diagram of single outswing and inswing residential insulated steel doors,prepared by Certified Testing Laboratories,Test Report No(s) Test Report No.CTLA455W,dated October 11, 1999 and CTIIA650W,dated January 03,2001 and,both signed and sealed by Ramesh Patel,P.E. C. CALCULATIONS: 1. Anchor calculations prepared by O.M.Engineering Services Inc.,dated 02-05-08,signed and sealed by Nimesh Bhaysar,P.E. D. QUALITY ASSURANCE BY; I. Miami-Dade County Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS(Photo copies fiom files#02-1211.13) 1. Tensile Test prepared by Certified Testing Laboratories,Test Report No.CTLA455W,dated October 11, '999,for steel samples,tested per ASTM E8-93a,signed and sealed by signed and sealed by Ramesh.patel,P.E. 2. Test Report NO-ITS-J99006660-001,prepared by Intertek Testing Services NA,Inc.,issued I held-Wen Research and Development,dated April 8, 1999,for samples of foam,tested per ASTM E 84-94"Standard Test Methods for Surface Burning Characteristics of Building Materials"and ASTM D 1929-91A"Standard Test Method for Ignition Properties of Plastics";signed and sealed by Douglas Keith Tucker,P.E. F STATEMENTS I. Letter of conformance&"No financial interest"dated February 01,2008,signed and sealed by Nimesh Bhaysar,P.E. 2. Laboratory Statement of compliance,part of the test report CTLA455W&CTLA650W, signed and sealed by Ramesh Patel,P.E. F OTHER 1. This NOA reeews NOA#02-1211.13,expiring February 11,2008. ,Ski► f• Ux.,�, Is aq I Chanda,P.E. Product Control Enminer NOA No 08-0208.07 Expiration Date:February 11,2013 E-1 Approval Date:March 20,2008 r O ynr �nnV _r0vmm 0 �T X-T03 /cn 'l i \ rD 7 / ' 0 U 47— C) 1 cu fc 8v8 - ch i 1vrnrncn I' O QO r � m O N N Qo m v �, - � n r �„ 3r o x rn J � o � V D PRODUCT: f� �S & 8'-0" SINGLE OUTSWING OPAQUE STEEL EDGE IMPACT JELD-WEN, INC. mim IN 3737 LAKEPORT BLVD. w Pmt ° Y KLAMATH FALLS, OR, 97601 BY ANCHORING LOCA71ONS PH. 541-882-3451 6c DETAILS City of Atlantic Beach Building Department ==routed: NUM77De . 800 Seminole Road ding antic Beach, Florida 32233-5445 � Phone(904)247-5826 • Fax(904)247-5845 ll, E-mail: building-dept@coab.us Cityweb-site: http://Www.coab.us p APPLICATION REVIEW AND TRACKING FORM Property Address: t 1 ( S ent review re wired Yes No Applicant: �P.c�.�'' ui ding a g &,honing Project: Tree Administrator "� D Q �o IL.. ",, •,public Works ublic Utilities Public Safety Fire Services DeAtShatu e fi x Other Agency Review or Permit Requir Review or Receipt of Permit Verified B Date Florida Dept.of Environmental Protection ' �, Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants V Division of Alcoholic Beverages and Tobacco Other: APPLI TION STATUS . Reviewing Department First Review: Approved. (Circle o ❑Denied. Comments: UILDING PLANNING&ZONING Reviewed by: Date:-//—/,-,2-n TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 06/14/09 ADDRESS `713 BUILDING PERMIT NUMBER -2 -2 U J INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB 4 ' // FRAMING -6-- 3 -9 f- COVER-UP -9 INSULATION 5 A9 f FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 9 g - 9 9 � y y-6-�j INSPECTIONS ROUGH FINAL 7 ( / - MECHANICAL PERMIT # X00 3 - /a o 3 PLUMBING PERMIT NOTES: d �-- 7 ' -� f.-- 7 19� io ► is 9 and Zvliing F1 > F Cu > J J AW ROVED CITY OTLANIIC BEACH BUIL ING OFFICE MAR 2 2 19 F4 ILI F4 to LEI v _ crl m v O Cu CU (U LO (LD CU LL KNEE WALL f� 35 , 4 „ J�l13 fi4 4fZ S7- scale: none 03-08-1995 TJBeam(TM) Page 1 of 1 TJBgA-% v4.20 sn:214010183 1111 HOLMES LUMBER COMPANY 6550 ROOSEVELT BLVD JACKSONVILLE, FL 32244 Phone: 904-772-6100 904-772-1973 (fax) ------------------------------- Name: DICK GOULD Project Name: Page Title: Based on ALLOWABLE STRESS DESIGN ( ASD ) SBCC building code for TJM products available through Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria (MR) Member Use................. Beam Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Overhang 2L/240 2L/240 Floor Decking............... N/A Dead Load(psf) ............. 15.0 Repetitive Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A Tributary Width('-").... 1- 0.00 LOAD: Class LDF Begin End Live Load Dead Load Comment 1 Conc(lb) Roof 1.33 131- 3.70" 2382 1340 Add 2 Pcs of 1. 75" x 14" MICRO=LAM(R) ES LVL 2 .0E 111- 3.75" 21- 0.000 -----------•------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The load conditions considered in this design include Alternate member loading. The maximum untraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Right overhang may require bottom chord bracing. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 3859 3779 < 12259 324% RT. Overhang under Roof loading Moment(ft-lb) 7566 7566 < 36296 480% RT. Overhang under Roof loading Live Defl.(in) 0.046 < 0.200 2L/999+ RT. Overhang under Roof ALTERNATE span loading Total Defl. (in) 0.069 < 0.200 2L/699 RT. Overhang under Roof ALTERNATE span loading Span 1 Overhang Max. Reaction Total(lb) -507 4915 Live(lb) -427(R1.33) 3116(R1.33) Required Brg. Length(in) 1.50(W) 3.30(W) Max. Unbraced Length(in) 32 32 Copyright (c) 1993 by True Joist MacMillan, a limited partnership, Boise, Idaho. MICRO-LAM(R) is a registered trademark of Trus Joist MacMillan. TJBeam(TM) is a trademark of Trus Joist MacMillan. Job: 5-0556) T Fl--13-3-12 Y4 TH MG PREPAq p FROM COMPUTER INPUT LOAD DIMENSIONS) SUM TTEO Y TRUS MFR. TOP CHORD 4x2 Sp I1 Dense :T2 4x2 SP f2 N: REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4z2 SP fi Dense WEBS 4x2 SP 03 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. SPECIAL LOADS CONTRACTORS WARNING: ------------------------------- THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS TC - From 101 PLF at 0.00 to 101 PLF at 13.31 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING IC - From It PLF at 0.00 to It PLF at 13.31 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. C - 1955 LB Concentrated Load at 13,30 r -2'6" -� 1954# N r �• 13'2"2 - 4.91112 I --1 '8" _ 4,9112a - 1 '9"7 Tl j 3X3 (_ 2X5 9'j3"12 4' 1X4 ( 3X3 3X4 4X4 3X6 3X3 exto t 1^, N y B. X X6X X 11 '3"12 2' --� X2 47 �• 13'3"12 13'3"12 R=241# .W=3"8 R=3177# W=3"8 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 9 TOTAL = 9 REV. 17.2m SCALE7-0.5000 ALPINE EN'IMEEIEO PRODUCTS. INC, TRUSSES REQUIRE EXTREME CAIS 03/10/95 TC LL 40.0 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 TC DL 10.0 PSF DATE 03/10/95 FAILURE TO BUILD T1E TRUSS IN CONFORMANCE WITH GSTBa BY TPI" FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , ALPINE CONNECTORS ARE MAGE OF 20GA 6AlV. STEEL MEETING ASTM GUIREMENTS. UHlE53 OTHERWISE INDICATED. TOP - - BC. OL 5.0 PSF DRWG TZS GR B 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 RAG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 55 O PSF 0/A LEN. 13-3-12 CDNFDRM W/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 m0'Q P` DUR.FAC. 1 .00 IN ONLY- AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEtY'��.�' $PACING 24.0" TYPE S 4 2 •--TP - T Ai T T T NAT NA F AT F T III 11111 Job: (5-0566) T F2 14-5-8Y4 7HI N PREPARE FROM COMPUTER NP T OAO 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP R2 N WEBS 4x2 Sp /3 + 2XG 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED BE SUPPLIED BY ERECTION CONTRACTOR. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ` 2'6" 3X5 �-• 6'4"12 1 .8'. �-• 6'4"12 1X4 ( 3X4 3X3 1X4 X4 3X3 JX4 JX5 IU + (V 8' 3X6 3X4X X 3X4 3X6 14'5"8 X4 2X R=7950 W=3"B R=7952 W=3" TAG = T2 SED: 78669 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 6 TOTAL 6 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/10/95 TC LL 40.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1111j DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �`� '� TC DL 10 .0 PSF DATE 03/10/95 (� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTN QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 5.0 PSF DRWG 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 5608 I BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE DF TOT.LO. 55.O PSF DSA LEN. 1 4—5-8 CONFORM M/APR ICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER P'� SEAL ON THIS ORAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIOp Q•` DUR.FAC. 1 .OO IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .--TP AT T T 7 NAT A r F r ''�. ;E ``� SPACING 24.0" TYPE s42 o- 9 — T F3 14-5-8Y4 THIS DWG. PREPAR D FROM COMPUTER INPUT ADS C DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 4x2 SP /2 N REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /2 N WEBS 4x2 SP /3 * 2X6 /3 HEN-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-1Od NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. �- 2'6" —� 3X5 IX4 3X4 3X3 IX4 1X4X X4 tV t tU 8' X X4 X X X4 5;12X 14 '5"8 X4 R=795# W=3"8 R=795# W=3"8 gg SED: 78671 PLT, TY .-ALPINE DESIGN CRIT=TPI OTY 14 TOTAL = 14 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REOUtRE EXTREME CARE 03/10/95 TC LL 40.0 PSF REF *IMPORTANT)(*SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN VS"eT��' 7 C DL 10 .0.0 PSF DATE 0 3/i 0/95 (� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 5.0 PSF ORWG V 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 5606 BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF Tor.Lo. 55.0 PS]TYPE DSA LEN. 14-5-8 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUWlISH A COPY OF TH19 � 0 RIOP P` DUR.FAC. 1 .00 Q ` IN ONLY, AND§HALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TTx133 ERECTION CWiTRACTWI, INEE� W--TP . T AT T T 7 NAT A F AT F T T ''��1�� 1�1��,,` SPACING 24.U" S 4 L Ib: -05 T F4 12-5-8 YA THI DWG. PREPARE FROM TER N T (LOADS DIMENSIONS) MITT Y TRU MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 02 SP 02 N WEBS 4x2 SP i3 + 2X6 f3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. --2.6" 3X4 �- 6 4 12 1 .8. --f 4'4 12 -� 1X4 ( 3X4 3X3 IX4 4X4 3X3 3X6 (V f N 8 X X 17xxt 12'5"8 X4 4X4 2X R=685# W=3"8 R=685# W=3"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL = 2 REV. 17.2m SCALE780 5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/10/95 TC LL 40 .0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND TC DL 10.0 PSF DATE 03/10/95 \v�U DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN (� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v� - ALPINE CONNECTORS ARE MADE OF 206A GAILY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF RAG CONNECTORS PEA DRAWINGS 130. ISO C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T 0 7.LD. 55.0 PSF OSA LEN. 12-5-8 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 RIOP ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPIICATjON. FURNISH A COPY OF THIS F _ Q �� OUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED DPOH IN AN'/OTHEp MAY. DES16N i0 THE TRUSS ERECTION CONTRACTOR. W--TP T A T T 7 NAi A F AT F T T �i��NNIIVE Rt;;�� - SPACING 24.0" TYPE .S 42 1 - T F5 5-3-12 Y4 THIS Own. PAR FROM COMPUTER INPUT ALOAUS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 4x2 Sp f1 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 80T CWf2 N EBS 4xHRD 02 SF N f3 THIS GIRDER DESIGNED TO CARRY 14-05-08 TRUSSES FRAMING TO TOP CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 4X4 �--2' iX4 3X4 4X4717 X (V N 4X4 X 5'3"12 X5 4X5 R=1181# W=3"8 R=1181# W=3" PL?. TYP. -ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL s 2 REV. 17.2m SCALE7=0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 03/10/95 TC LL 40 .0 PSF REF ��\��\�(J,��\`�\{,• **IMPORTANT*jE SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND AVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN e�UsiTC DL 10 .O PSF DATE 03/10/95 FAIlU1E TO 8UI10 THE TRUSS 1N CONFORMANCE WITH OSTBB BY TP1. FOq AOO1T10NAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP = - BC DL 5•0 PSF DRWG 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 O•0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - - Tor.LD. 55.0 PSF DSA LEN. 5-3-12 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'$ ALPINE TECHNICAL.UIPOATE 17/1/911 FOR PROPERSEAL ON TNIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISPIN ONLY, ANOSHALLNOTBERELIEDUPONINANYOTHER WAY. DESIGN TO THE TRU$g ERECTION CONTRACTORDUR.FAC. 1 .OO T A T T NAT A F T F T T '•�,h;E `'� SPACING SEE ABOVE ITYPF s42 5 T F 5-3-12 Y4 THIS DWG. PREPARED FROM COMPUTER I TL ADS 6 DIMENSIONS MITT Y TRUSS MFR. TOP CHORD 4x2-SP-#1 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD WEBBS 4x2 SP SP f3 N THIS GIRDER DESIGNED TO CARRY 14-05-08 TRUSSES FRAMING TO TOP CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT NOTE: THIS T FROM OTHER SIDE. ROSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 4X4 `--2' 1X4 3X4 4X4 X tV tV .� r 1%Z!�4 '., 8 4X4 31 X 43 5'3" 12 -� X5 4X5 R=1181# W=3"8 R=1181# W=3" TAG = T5 SED: 78678 P T. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/10/95 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 HI13-91 BY TPI. SEE THIS DESIGN etNEEVC / TC DL 1O O PSF DATE 03/10/95 FAILURE TO B111L0 TIE TRUSS IN CO FOiMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A 6ALV. STEEL MEETINS ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 5•0 PSF ORWG A446 GRB EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORE)SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - TOT.LD. 55.O PSF OSA LEN. 5-3-12 CONFORM M/APPLICABLE PROVISIONS OF NOS C 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 POUR.FAC. 1 .OO ERECTION CONTRACTOR. �` .--TP •T AT r r T NA A IF AT FogT SPACING SEE ABOVE TYPE S 42 4 Job:-15=V%6) T F7 3-3-12 Y 4 THI DWg- PREPARED FROM COMPUTER INPUT(LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 4X2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CWESdzpF3N xSNOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 1 3X3 1X4 (R X4 3X4 (U (U 8' X4 3'3" 12 x2 2x R=1821 W=3"B R=182# W=3" TAG = T6 SEO: 78680 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROOICTS, INC. TRUSSES REWIRE EXTREME CARE 03/10/95 TC LL 40 .0 PSF REF *IMPORTANT*BE SHALL NOT BE RESPONSIBLE FOR ANY WARNING I NG IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI, SEE THIS DESIGN � c�„E�••• TC DL 10 .0 PSF DATE 03/10/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE IF 20GA GALV. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED, TOPO - - BC 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 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C l60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE = TOT.LD. 55.O PSF 0/A LEN. 3-3-12 CONFORM W/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 �• �, <o RIOT Q P= OUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. OEBIBN TO THE TFAMQ ERECT..CONTRACTOR. • ■--70 PLATE INSTITUTE, NATA F AT F SPACING 24.0" TYPE S 42 T • R•R RR R1� auou :atQ7s , 6 T u1 rn ro t+ W N ob: 5-0567 LOT T ' Hirder '9"9S THIS OW PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 01 Dense :T2 2x6 SP #2 N: BEARING BLOCKS: NAIL TYPE: 0.131x3.0-g-pails BOT CHORD 2x6 SP #1 Dense BAG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WEBS 2x4 SP #3 0 0.000' 1 12" 2 1 35.708' 1 12" 2 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. BEARING BLOCK TO BE SAME SPECIES. SIZE 6 GRADE AS CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 1540 1530 BRG.LOC (FT): 0.00 35.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 19.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600 0 0d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS15O - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS #1 HIP DESIGNED TO SUPPORT 08-09-09 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 36' �— 8'9"9 18'4"13 8'9"10 --� 8X10 3X5 2X4 T2 3x5 0 , 5 v 1.5X3 1.5X3 4X5 (A4) 4X5(A4) 4X5(A4) 4X5(A4) �1 4X 4X X H 41 4X 4X x,17 �- 36' �N36* CU-i �----8'9"9 �-- 18-4-14 �—--8'9"9 --� R=3612# W=3"8 -3290 -3290 R=3612# W=3"8 TAG TI SED: 87972 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE -0. 1667 *IMPORTANT x*SHALLLENOTGBEERESPONSS113LLE FUR AIC.NY I'M HAN REQUIRE EXTREME CARE 3/07/95 TC LL 30.0 PSF REF WARNING NG IN HANDLING. ERECTION AND DEVIATION FRDM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY iPl. SEE THIS DESIGN T�1�U5 11F �i TC DL 7.0 PSF DATE 03/07/95 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 DRWG OR O A446 a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - S6O6 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0.0 PSF BEG CONNECTORS PEA DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --BEE STATE OF TOT.LD. 47.O PSF 0/A LEN. 36-0-0 U v CONFORM W/APPLICASLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE !7/1/911 FOR PROPER 0 RID 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 IHE TRUSS ERECTION CONTRACTOR. INEEV6 ,, __..—._. "--TPI TgUSS PLAiE /NST TiUTE. NOS 1991 NAFION AL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ,'''��T�I�I��TT' SPACING SEE ABOVE TYPE h i Y S Job: 5-056 7 LOT T2 36' Hlp 11 '2"6SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD WEEBS 2x4 SP #3 N UPLBRGILOC FT (FTT): 0.00 35870 TRUSS DESIGNED FOR 100.00 MPH WIND. 19.50 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED BUILDING (1991 SBC) 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ------------- ----------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** i *** HANGER *** H5 -455#(Jacks Only) i HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT26B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- -- 11 '2"6 — 13'7"3 -+------1 i '2"7 -� T 5X7 j .5x3 T2 5X7 _ 5 pi.5X3 CA) (A1 >I:Z_5x3 0 3X6(Ai) 3X6(A 1) -*17' �1 4 4 X X 36' _I �N 36' _I_Cu R=1844# W=3"8 R=1844# W=3"8 TAG = T2 SED: 87847 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL - 2 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 3/07/95 TC LL 30 .0 PSF REF t *IMPORTANT**S~ALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANDAVIATION FROM THIS DESIGN OR THESE SPECIFICA7ION5, OR ANY MACIMG. SEE HI6-9f BY TPl. SEE tMIS DESIGN .�fus �N�� TC DL 7 .0 PSF DATE 03/07/95 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH QST6B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUI(EMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL i0-0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 BC L L 0.0 pgF BEG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, {M)T TOM CHORD M CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LO. 4 7.O PSF DSA LEN. 36-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER CO pTO� P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � JOUR!FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INEEA`'�� - PI - TRI!^" PI nTF INSTITUTE. NOS 1991 NATTONAI OESIr,N SPFCIFICATION FOR WOOD CONSTRUCTION ''''TIfN1�11N1�` SPACING 2 4 D" TYPE HIPS Job:J5-0567 LOT T3 36' Hip 13'-7"3SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS UBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 810 810 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 35.71 TRUSS DESIGNED FOR 100.00 MPH WINO, 20.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED BUILDING 11991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- ----------------------------------- **m UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1p1y) MTS12 - -10000 1 HUS26 - + 3315# -1550#(15d 1ply) MTS12 - -20000(2 Each) 1 HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -44550(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# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13'7"3 8'9"9 — 13'7"3 T 5X5X X5 5 p 3X43X4 0 3X6(AI) 3X6(A i) 17' 1 . X X X X 1. X f 36' -I �cu 36' -I-cm R=1844# W=3"8 R=1844# W=3"8 PLT. TT SEG'DESIGN CRIT-TPI OTY 2 TOTAL -2 REV. 17.2m SCALE8-0.1667 ALPINE ENGINEERED PRODUCTS. INC WARNING NG TRUSSES REQUIRE EXTREME CARE 3/07/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN `T �� TC OL 7 .0 PSF DATE 03/07/95 (� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE `\\\ ALPINE CONNELipRS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM W1RE1�NT5. UNLESS OT1fERWiSE iN01CATE0, TOP - BC DL 1O.O PSF DRWG 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 IT 606BC LL 0.0 PSF BEG CONNECTORS PER DRAWINGS f30, f50 G 1fi0A-f. DESIGN STANDARDS MITH PpOPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47 .0 PSF O�A LEN. 36-0-0 CONFORM W/APPLICA9LE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/3/91i FOR PROPER P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �, L 0 RIO Q`� DUR.FAC. 1 .33 IN ONLY. ANO SHALL NOT GE REL 1E0 UPON IN ANY OTHER WAY. DE TRUSS ERECTION CONTRACTOR. SIGN TO THE MUS IN FO24.0" .. •--TPI - IO TRU"PI ATE INSTITUTE, NOS - 1991 NATNAL OFSIGN SPECIFICATION_ R"000 CONSTRUCTION SPACING 2 4.0" TYPE HIPS J b: 5-05 j L T T4 H THIS DWG. PREPARED,FROM OMPUTER INPUT (LOADS 6 DIMENSIONS SU MITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 810 810 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 35.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 20.50 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED BUILDING (1991 SBC) 8d NAILS & 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- -ERECTION CONTRACTOR. 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 = + 2751# -1286#(10d 1ply) MTS12 = -1000# 1 HUS26 - + 33150 -1550#(16d 1piy) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) MTT28B - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 = -4455#(2 Each) (16d)1 HGUS48 = + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16' 4' 16' 5X6 T X5 T 0 5p 3X4 3X4 (A) (A) 3X6(A1) 3X6 (Ai) 1 . X X4 X1 1. X 14 36' -� 36' R=1844# W=3"8 R=1844# W=3"8 TAG = T4 SED: 87855 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL 2 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 3/07/95 TC ll 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND pEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. Op ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e1N TC OL 7 .0 PSF DATE 03/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG - AU6GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER BC LL 0 0 PSF BEG !RUBS ANO UNLESS OTHERWISE IOCATEO ON THIS DESIGN, POSITION LY ATTACNEO PLTMOOp SHEATHING. 80TTON C1]ROCONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE T0T.LO. 47 •0 PSF D�A LEN. 36-0 0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERRID SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIONFURNISH A COPY OF THIS ' DUR.FAC. 1 • 33 AY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. - TPI - TRU"S Pt.ATF INSTITUTE_ NOS - 1991 NATIONAI. OESTGN SPFCIFICATION FOR NODO CONSTRUCTION ''llllllllT♦♦♦ SPACING 24.0" TYPE HIPS Job' 5-0567 LOT---,/ T5 3Common THIS DWG. PR PARED FROM COMPUTER INPUT L A S DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N UPLIFT (LB): 820 BID WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 35.71 TRUSS DESIGNED FOR 100.00 MPH WIND. 20.92 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- W- 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING -------------------(+)=Gravity-(_)-Uplift MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ---------------------------- SUITABLE SUPPORT BY ERECTION CONTRACTOR. *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(fOd ]ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 = -1000# 1 HUS26 = + 331511 -15500(16d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 = -20000(2 Each) I HHUS48 = + 42990 -1660#(10d 2ply) MTT28B = -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 -4455#(2 Each) (16d)I HGUS48 = + 6640# -21990(10d 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 T1 .5X3 1.5X3 0 3X5 A) (A) 3X5 1.5X3 1.5X3 r` 5 F,- 1 3X6(A 1) 3X6 (At) 17' 3X9 3 Rx 16 3X9 (- 36' �N 36' N-1 R=1844# W=3"8 R=1844# W=3"8 PIT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL 4 REV. 17.2m SCALE8-0.1667 ALPINE ENGINEERED PRODUCTS. INC• TRUSSES REWIRE EXTREME CARE 3/07/95 TC LL 30.0 PSF REF t *IMPORTANTx*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DE516N OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H10-g1 BY TPI. SEE THIS DESIGNTL' QL 7 .0 PSF DATE 03/07/95 FAILURE TO WILD THE TRUSS IN CWiMNANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE � 'ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INOICATED. TOP - BC DL 10 .O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER5606TRUSS ANO UNLESS OTHERWISE LOCATED ONTHIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 0 .0 PSF BEGCONNECTORS PER DRAWINGS M. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE : $TATE OF = TOT.LD. 4 7 O PSF D A LEN. 36-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C 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 0 RIO Q.` IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY 07HER MAY. DESIGN i0 TME TRUSS ERECTION CONTRACTOR. INEEA`' DUR.FAC 3 3 1 IPI -• TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL OESIUN SPECIFICATION.FOq WOOD CONSTRUCTION ',T1NN1.1�1111. SPACING 24 Q" TYPE COMN Job: 5-0567 OT T6 9'0 TERMINAL HIP 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. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 400 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 8.71 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 04-06-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBCI --------------------------------------------------------------- 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 --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER 11x11 H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286#(10d 1ply) MTS12 - -1000/ I HUS26 - + 33151 -15500(164 1ply) MTS12 - -20000(2 Each) i HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 5180/ -20000(164 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(104 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(i6d 3ply) --------------------------------------------------------------- REFERENCE HOLDS LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9' ----- -4-6" -4'6" 4X4 m n ru 6 D 2X4 (A i) ni X4 (A i) 4 38 i .5X4 2 9' 'T� 2 '1 R=774# W=3"8 396# R=774# W=3"8 TAG T24 SED: 78525 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REQUIRE EXTREME CARE 03/OB/95 TC LL 30 .0 PSF REF jl I MPGR T ANT m*SHALL .1 BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND - ,11111„ DEVIATION FROM THIS DESIGN OR THESE 5PECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN 11 VS FY �i TC DL /7 .0 PSF DATE 03/08/95 (� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` V ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF ORWG (\�\ A446 GR B EXCEPT AS MOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 BC L L 0 .0 PSF R A G )\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x - \\�U(^v\ CONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T 0 T.LO. 47 .0 PSF O/A LEN. 9-0-0 A CONFORM W/APPLICABLE PROVISIONS OF NDS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS ORAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E 41710' P. IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS F Q DUR.FAC 1 .33 S 5 ERECTION CONTRACTOR. INEEn;,.1 SPAC I NG SEE ABOVE COM N `_-TPI = TRIi55 Pt ATF INSTITUTE, NOS = 1991 NATIONAL.__DESIGN FOR W000 CONSTRUCTION TYPE b: 5- 5 7 LOT J 7'E J THIS OWG, PR PAR O fROM COMPUTER INPUT (LOADS DIMENSIONS) SU MITTE Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 280 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.00 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 215.61. --------------------------------------------------------------- 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. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)) HGUS48 - + 66400 -2199#(10d 2ply) NST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- R��1�HbL�t!)S CUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'8'2 0 6 C:—,- 2X6 2X6(B2) 1 17' R=521# W=3"8 R=74# W=1"8 TAY SEG: 87927 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 22 TOTAL = 22 REV. 117.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 3/07/95 TC LL 30.0 PSF REF (�� *I MPOR T ANT**SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN �1111lS"FNN�i TC OL 7 .0 PSF DATE 03/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v O\\\\V, ALPINE CONNECTORS ARE MADE OF 206A GALV. 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 SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED GN THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF BEG T/TT CONNECTORS PER DRAWINGS 130. 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE _ STATE OF TOT.LD. 47.0 PSF O/A LEN. 7-0-0 V CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C 0 RIO p 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 MAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR. ' INEEVC' •--TPi TRUSS PLATE TNSTITUTE. NOS - 1991 NOTIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION '','�NNNN.N.N..1` SPACING 24.0" TYPE E J A C K Job: 5- 7 LOT ,J 6'A"14 EjOWG. PREPAR FR M MPUT R INPUT (LOADS DIMENSIONS) SUBMITT Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 Sp #2 N UPLIFT (LB): 340 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 6.41 6.41 TRUSS DESIGNED FOR 100.00 MPH WIND. 18.50 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 190.05. --------------------------------------------------------------- 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. --------------------------------------------------------------- *** UPLIFT xx* I *** HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(fOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=190# W=1"8 19'8"5 Cu O 5 C:-,- 2X4 2X4 (Al) 4"1 17- 2 7'2. 6.4„14 _I (� R=501# W=3"8 �l R=64# W=1"8 TAG = T7 SED: 87917 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE 3/07/95 TC LL 30.0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-B1 BY TPI. SEE THIS DESIGN �1 i�� TC DL 7 0 PSF DATE 03/07/95 (� \\UwVVI►\v FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING NE , ALPINE CONNEC TOPS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - SC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD *56U6 BC LL w0.0 PSF BEG (�\ CONNECTORS PER DRAWINGS 1�. 150 G l60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE = STATE OF T OT.LO. 4 7 O PSF O�A LEN. 6-4-14 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER ' P SEAL ON THIS DRAWING APPLIES IO THE COMPONENT DEPICTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F CO RIO Q•� DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. TPI • TPI"; PI ATF INSTITUTE_ NOS - 1991 NATIONAI OESTC.N SPFCIFICATION FOR WOOD CONSTRUCTIONSP AC I NG 24.0" TYPE E JACK Job. 5-0567 LOT- J 4*0*2 EJ THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP 02 N UPLIFT (LB): 240 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 4.01 4.01 TRUSS DESIGNED FOR 100.00 MPH WIND, 18.00 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 90.25. --------------------------------------------------------------- ------TYPICAL-SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ---(+)_Gravity H-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - - --------------------------------- *** UPLIFT 9** 1 *** HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#000 1p1y1 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -15500(164 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -44550(2 Each) Md)[ HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=90# W=1"8 18'8"5 CU 5 O 2X4 (A 1) Cu 4 ]7' 2H �� 4'0N2 R=409# W=3"8 R=29# W=1"8 gg sEO: 8791g PLT. TY- .-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE m0.5000 ALPINE ENGINEERED PRODUCTS, IMC. TRUSSES REQUIRE EXTREME CARE 3/0 7/95 TC LL 30.0 PSF REF *I MPOR T ANT x*BHALL MOT BE RESPONs[8LE Fal ANY ARN I NG IN HANDLING, ERECTION AND ellE DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNTC DL 7.0 PSF OATE 03/07/95 FAILURE TD BUlLO Ti$ TRUSS IN CONFORNANCE WITH OSTBB BY TPI, FOR A�I7IDNAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMEHTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10.0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Q (,TRUSSANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD = 8C LL 0•0 PSF BEGCONNECTORSPERDRAWINGS 130. 150G I60A-F. DESIGNSTANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEECONFORM W/APH'LICASLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERTOT.L D. 4 .O PSF DSA LEN. 4—0-2 SEAL ON IRIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISP:~DESIGN i0 THE T DUR.Fac. i 33 IN ONLY. ANp SHALL N07 BE RELlEO UPON IN ANY OTHIER MAY. RNHSS ERECTION CONTRACTOR. A.� •- TPI TRI.c.S Pi ATE TNSTITUTF NOS • 1991 NATIONAL OF$1ON SPFCIFiCATTON FOR N000 CONS7R11CTi0N '�•HHHIT�•A SPACING 2 4 0" TYPE E J AC K a J b: 15::0-567) T J '7"5 EJ THIS DWG. PREPARED FROM MP ER INPUT (LOADS OIMENSIONS SUBMITTED Y TRU MFR. TOP CHORD 2x4 SP #2 N **WARNING** AN UPLIFT REACTION OF -84# OCCURED ON A BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.61 1.61 REACTION OF 130.74. TRUSS DESIGNED FOR 100.00 MPH WIND, 17.50 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 *** UPLIFT *** I *** HANGER *** INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(100 iply) MTS12 - -10000 1 HUS26 - + 3315/ -1550#(16d 1ply) MTS12 - -2000#(2 Each) ( HHUS48 - + 4299# -16600(IOd 2ply) MTT288 37860(2 Each) (10(j)) HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640E -2199#000 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) ------- ---------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X4 (A 1) 17'8"5 5 4.1 17' �----2 ---�- 1 7"5 --� R=397# W=3"8 R=38#184f"8=1"8 TAY S 0: 87922 PLT. TYP.—ALPINE OtSIGN CRIT=TPI OTY - 4 TOTAL - 4 REV. 17,2m SEALE -0.5000 SPINE EN6INEEREo PRODUCTS, INc. I TRUSSES REQUIRE EXTREME CANE 3/07/95 TC LL 30.0 PSF REF I MPORT AN T K*SMALL NDT BE RESPONSI%E FDR ANYWARNING IN HANDLING, ERECTION AND (� \ [ALPINE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 8Y TPI. SEE THIS DESIGN 11111111NN1j, TC DL 7.0 PSF DATE 03/07/95 (1 \\U1V`VILv\ AILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FDAAOOIT IONAL SPECIAL PERNANENi BRACING RE ` a F us CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. IV&ESS OTHERWISE INDICATED. TOP BC OL 10•0 PSF DRWG 446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5608 1 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - N BC LL 0.0 PSF BEG-T G CONNECTORS PEA DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE $TATE of T 0 T.LD. 4 7 .O PSF B�A LEN. 1 / J CONFORN W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 1 0 81011 Q SEAL ON THIS ORA ING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAV. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '� DUR.FAC 1 3 3 TYPE EJACK "--TPI TAVSS PI ATE INSTITUTE, N09 1991 NATIONAL SIGN SPECIE KATION FOR 11000 CONSTRUCi[ON '''''1111,11N11 SPACING 24.0" d` ob: (5-05 7 T J 5'3*15 E J THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR, TOP CHORD 2x4 Sp 02 N PROVIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.32 5.33 TRUSS DESIGNED FOR 100.00 MPH WIND. 18.58 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 151.40. --------------------------------------------------------------- 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. --------------------- *** UPLIFT *** I *** HANGER *** CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1piy) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) 1 HHUS48 - + 4299# -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS R=151# W=1"8 19'10'2 (U 6 p m 2X6 (82) 1 17 �-- 2' -+ 5'3"14 ----� R=452# W=3"8 R=50# W=1"8 TAG T10 SED: 87924 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 3/07/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - TC DL 7 0 PSF OATE 03/07/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BYTP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE � e 'ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN QUIREKENTS. UNLESSOTHERWISE INDICATED, TOP _ - BC DL 10.0 PSF DRWG A4AfiGR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL �10•0 PSF BEG CONNECTORS PER ORANINGS 130, 150 L 160A-F. DESIGN STANDARD$ NITH PROPE�Y ATTACHED 81610 CEILINffi --SEESTATE OF TOT LD. 4 7.0 PSF D�A LEN. 5-3-14 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE p/1/91) FOR PROPER SEAL ON IN IS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS F E 0 RIOT P' DUR.FAC. IN ONLY. 4Np SHALL NOi BE RELIED UPON IN ANY OTHER NAY. DESIGN /0 TME TRUSS ERECTION CONTRACTOR. Q , 1 .33 INEEA`'T.� SPACING 24.0" TYPE EJACK •--TPf TRU55 PLATE INSTITUTE, NOS -_1991 NAT tONAt. DESIGN SPECIFICATION FOR HOOD CONST TION ''''f TM�M1.MMf J b: 5- 5 7 T •7.15 EJ TU S DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 Sp 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 Sp f2 N UPLIFT (LB): 300 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.66 3.66 TRUSS DESIGNED FOR 100.00 MPH WIND. 18.17 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 78.93. --------------------------------------------------------------- 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. --------------------------------------------------------------- 1(Rx UPLIFT MMM I NMM HANGER RMM CONTRACTORS WARNING: H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286f(IOd (ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000f I HUS26 - + 3315f -1550#06d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000f(2 Each) I HHUS48 - + 429941 -1660#(IOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786f(2 Each) (fOd)I HHUS48 - + 5180f -20000(16d 2ply) MTT288 = -4455f(2 Each) (16d)I HGUS48 - + 6640# -2199#(fOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=79# W=1"8 1s•o•2 "v 4U812) P;- (1J 2X 1 17• I--2' -- 3 7"14 — -� R=392# W=3"B R=26# W=1118 TAG = T11 SEG: 87876 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 4 TOTAL = 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 3/07/95 TC LL 30 .0 PSF REF *IMPORTANT**$HALL NOT RE RESPONSIBLE FOR ANY ARN I NG IN MANGLING, ERECTION AND 1111j OEYIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HI8-91 BY TPI. SEE TNIS DESIGN TC OL 7 .0 PSF DATE 03/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, 70P - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY aRACEO WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M E�6 BC LL 47.0 0.0 PSF BEG CONNECTORS PER DRAWINGS 130, 150 C 16CA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE = STATE OF T O T.L O. 4 7•0 PSF O/A LEN. 3-7-14 \v\ v CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION, FURNISH A COPY OF THIS D RIO IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, F INEER`'Q DUR.Fac 1 .33 .- To. - Tq.� P'ATF TN9T7TUTE. NOS - 1991 NATTONAI DFS70N SPFCIFTCATION FOR WOOD CONSTRUCTTON I/IP.PH•1,`` SPACING 24.0" TYPE E JA C K Job: (5-0567) LOT---/ J ' 1 "1 EJ TH 0W . PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) FR. SUBMITTED Y TRUSS M TOP CHORD 2x4 SP 02 N NNWARNING** AN UPLIFT REACTION OF -26# OCCURED ON A BOT CHORD 2X4 Sp 02 N 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 230 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.99 1.99 REACTION OF 45.12. TRUSS DESIGNED FOR 100.00 MPH WIND. 17.75 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: (*)-Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING *x* UPLIFT *** I *mm HANGER *xx INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 2751E -1286#(10d ]ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d (ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 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 R=45# W=1"8 18'2"2 2X6(82) cn 6 p -_ �-- 2' R=367# W=3"8 R=31# W=1"8 TAG = T12 SEO: 87877 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 3/07/95 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 BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 03/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST98 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - 0\\\\\VVj ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10•0 PSF DRWG O A4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ONTHIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0.0 PSF BEG CONNECTORS PER ORAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF `_ TOT.LO. 47 .0 PSF OSA LEN. 1-11-14 \\U V CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FDR PROPER (O Rio- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. JOUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TD THE TmU ERECTION CONTRACTOR. SPACING 24 0" EJACK •--TPI TRUSS Pt ATE TMST 7TUTE. NOS - 1991 NATION AI DESIGN SPECIFICATION FDR N000 CONSTgIKTiDN _ /�1��1•1' T YPE r' Job: 5-05 7 T J 10-11-3 H THIS DWG. PREPARED FROM COMPUTER INPUT LOAD DIMENSIONS SU MITTE Y TRUSS MFR. TOP CHORD 2x4 SP #1 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 80T CHORD 2x4 SP #1 Dense UPLIFT (LB): 200 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.93 10.93 TRUSS DESIGNED FOR 100.00 MPH WIND. 19.00 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 583.34. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)-Uplift SETBACK ONE SIDE AND 08-09-08 SETBACK OTHER SIDE. CORNER JACKS --------------------------------------------------------------- HAVE NO WEBS. *** UPLIFT *** I *** HANGER *** H5 -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d (ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -37860(2 Each) (106)1 HHUS48 - + 51800 -2000#(16d 2ply) CONTRACTORS WARNING: MTT28B - -4455#(2 Each) (166)1 HGUS48 - + 66400 -2199#006 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 - -16500(Each) I HGUS5.5- +113350 -3945#06d 3ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS SPECIAL LOADS ---------------------------------------- --------- TC - From 1 PLF at -3.13 to -56 PLF at 0.00 TC - From 1 PLF at 0.00 to -180 PLF at 8.71 TC - From -90 PLF at 8.71 to -108 PLF at 10.93 BC - From 1 PLF at 0.00 to 3 PLF at 8.71 BC - From -87 PLF at 8.71 to -116 PLF at 10.93 TC - 76 LB Concentrated Load at -3.12 BC - 80 LB Concentrated Load at 2.76 " BC - 49 LB Concentrated Load at 5.89 R=284# W=1"8 �- 14' 1"7 _I T20'8'6 3.84 p 2X6 0 v 2X5 (81) 6"ff �17' 3X3 �31"8 -}- 10' 11"3 10' 11"15 2�--9 3-}- 3' 1"7 - -5' 1"5 R=586# W=5"779# 490 R=583# W=i"8 TAG = T14 SED: 87910 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL = 4 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 3/07/95 TC LL 30. PSF REF (� *IMPORTANT**SHALL NOT DE RESPONSIBLE FOR ANY WARNINGIN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIF3LAiIIXS. OR ANY BRACING. SEE HI13-9I BY TPI. SEE THIS DESIGN e1N T(.' DL 7 0 PSF DATE 03/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 1O•0 PSF ORWG A6GR 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 L L 0 0 PSF BEG CONNECTORS PER DRAWINGS 130. 150 C /GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - SEE TOT.LO. 47•0 PSF D/A LEN. l0-11-15 CONFORM W/APPL[CABLE PROVIS10N5 OF N10S C TPI. AN ENGINEER'S ALPINE 7ECNNICAL UPDATE 17/1/911 FOB PROPERPSEAL ON TNIS DRAWING APPLIES TO THE COMPONENT pEPILTEO HERE DRyyALL APPLICATION. FINNISH A COPY OF THIS DUR.FAC. 1 .33 DESIGNORUSSRECTONCTRACTOR �` •--TPI - TRUSS PI ATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABOVE TYPE SPEC 1 Job: (5-0567) LOT j 4-6 END JACK THI DW PREPARED F OMPUTER NP T AO I NS N SU M TTEO Y TRUSS MFR. TOP CHORD 2x4 Sp 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS Ila]ICATEO. BOT CHORD 2x4 SP 02 N UPLIFT ILB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC FT : 0.00 4.50 4.50 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 112.33. -------------------------------- ------------------ TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. W-Gravity Gravity (-) Uplift --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WWW UPLIFT WWW HANGER CONTRACTORS WARNING: H5 4550IJacks Only) 1 HUS26 - + 27510 -12860(fOd 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10001 1 HUS26 - + 33150 -15500 16d 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. MTT28B - -37860(2 Each) (10d)� HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each, 116d) HGUS48 + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=112# W=1"8 /h 10'3"4 t� 6 (U T 2X4 (A1) 4"3 8 .L- (---2• 4-6" —� R=427# W=3"8 R=36# W=1"8 TAY.- T225 SED: 78527 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/08/95 TC LL 30 .0 PSF REF (� *I MPOR T ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 11 n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN A7,,�' TC DL 7.0 PSF DATE 03/08/95 PERMANENT FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENiS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG 4446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0.0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL / CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - TOT.L D. 4 7.0 PSF O/A LEN. 4-6-0 \UU\MVV CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/811 FOR PROPER LO RIO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � DUR.FAC. 1 .33 IN ONLY, ANp SHALL NOT BE REL NEO UPON IN ANY OTHER MAY. DESIGN TO TME TRU$$ERECTION CONTRACTOR. INEE�``` _` --TPI TRUSS R ATE INSTITIITf. SPACING 24.0" TYPEjack 991 NATIONAL RESIGN SPECIFTCATION F ONSTRUCTI N ,�N.IIIlllI7` Job: (5-05 7 L T J 'E J THI ON PREPARED FROM COMPUTER INPUT LOADS IMENS N SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CWEBS ORD 2x4 Sp #2 N BRGILOC FT (FTT): 220 200 200 : 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED = 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.26. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+) Gravity (-)=Up l i f t ------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** ( *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 27510 -1286#(100 1ply) CONTRACTORS WARNING: NTS12 -10000 1 HUS26 - + 33150 -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS NTS12 -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B -37860(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199 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 R=37# W=1"8 14 9'6"4 cY'! 0 s p r' T— 2X4 (A 1) � 3 B R=384# W=3"8 R=14# W=1"8 TAG = T21 SEG: 87938 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE =0.5000 PRODUCIMPORTANT ALPALLENUTGBEEERE,EOONSI FOR INC. INUSHAN LING. RECTIONEXTREME CANE 3/07/95 TC LL 30.0 PSF REF WARNING NG IM HANDLING, ERECTION AND DEVIA710N FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �I1'tllj I/�� TC DL 7.0 PSF DATE 03/07/95 n \\\V\VV(AU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB 9Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �� F •� ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF DRWG A4Aa GR a 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 CHH(M * BC LL 0.0 PSF BEG (�\ CONNECTORS PER DRAWINGS 130, 150 G 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD. 47 .0 PSF O�A LEN. 3-0-0 �+ CONFORM W/APPLICABLE PROVISIONS OF NWS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER * F SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO Q DUR.FAC. 1 33 IN ONLY. ANW SHALL NOT BE NELIEO UPON IN ANY OTHER RAI'. DESIGN TO 711E TRUSS ERE CONTRACTOR. '�� • CTION •--TPI TROSS Pt ATE INSTITUTE. NOS - 1991 NATTONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ��/N1�111�1 SPACING 24.0" TYPE JACK o Job: 5-05 7 T J VEJ THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRuss MFR. TOP CHORD 2x4 SP 02 N **WARNING*% AN UPLIFT REACTION OF -2280 OCCUREO ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 260 200 2980 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ---------------------------------------- ---------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)Uplift CONTRACTORS WARNING: ---------------------------------------------------------------11111( THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS III11( UPLIFT **r I XN* HANGER AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -455/(Jacks Only) I HUS26 27510 12860(10d 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -1000/ 1 HUS26 - + 3315/ -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT28B - -44550(2 Each) (1601 HGUS48 - + 66400 -21990(10d 2ply) NST60 - -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 6 p 8'6'4 2X4 (A i) 10'3\, 4'3 8' �-'—2 R=505# W=3"8 R=-228#-86#"8=1"8 TAG = T22SED: 87941 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL 4 REV. 17.2m CALE -0.5000 ALPl1ff ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 3/07/95 TC LL 30.0 PSF REF *IMPORTANT*x SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �11fUS 1 FNN�i TC DL 7 O PSF DATE 03/07/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIRENENTS. UNLESS OTHERWISE INDICATED, TOP _ — BC DL 10.0 PSF DRWG O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER — _ 0.0 p$F BEG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W5606 BC LL ,1 CONNECTORS PER DRAWINGS M. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF � TOT.L D. 4 7.O PSF O/A LEN. 1-0-0 U V CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O RIO p P, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS "I DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT 8E REL NEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEtT`,J 24.0" . TPI • TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION T�TLLLLLT�T``, SPACING j yPE JACK Job: (5-05 7 T J 4' HIP JACK THI OW' W PREPAR FR 11 TER ;INPUT WAD DIMENSIONS) Y T MFR. TOP CHORD 2X4 SP 01 N PROVIDE U(PLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SF i2 N UPLIFT (LS): (FBTI: 0400 6.36 6.36 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 258.42. -------------------------------------------------------------- --------- -------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-06-00 -------------------(+)_Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. -------------------------------- NWW UPLIFT WWW I MWW HANGER WWB A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -4550(Jacks Only) I HUS26 - + 27511 -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 33150 -15500 06d 1ply) MTS12 - -20000(2 Each I HHUS48 - + 42990 -16600 00d 2ply) CONTRACTORS WARNING: MTT288 - -37860(2 Each (`100 1 HHUS48 - + 51800 -20000((16d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each (16d)1 HGUS48 - + 66400 -21990(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NST60 - -46880(Per 2ply) I HGUS48 + 80000 -26500t(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -16500(Each) 1 HGUS5.5- +113350 -39450(16d 3ply ---- -- HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 109# R=258# W=1"8 9'3"13 10'3"8 c*l r` 4.24 - Cu T 2X4 (Al) 4'3 8' --2'9"15 6'4"6 —3'6' 7 211"7 R=4221 W=4"15 - 131# R=17# W=1"8 TAG T223 SED: 78530 PLT. TY .—ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGIEEREO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 03/08/95 TC LL 30.0 PSF REF (� *I MPOR T AN T)E lE SMALL 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 �T 1t1t. � TC OL 7•0 PSF DATE 03/08/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONECTORS ARE MADE OF 206A GALY. STEEL MEETIN.ASTN GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF CHOW SMALL BE LATERALLY BRACED WITH PROPER 0.0 PSF RAG TRUSSAND UNLESS OTHERWISE LOCATED ON THIS OESISK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LLCONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEEST = TOT.LO. 47.O PSF OSA LEN. 6-4-6 CONFORM W/APPLICABLE PROViSlONS O*NDS G TpI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C :SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS . . ' OUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO 711E TRUSS ERECTION CONTRACTOR. � INEE�'��'` " TPI - TRUSS PLATE INSTITUTE NOS - 199 NATIONAL DESIGN PECIFICATION FOR WOOD CONSTR TTON �NNI ��1�1, SPACING SEE ABOVE TYPE 8 C k - — k ilh-.7 OES':21PTION CITY OF v, �_ �----Bieck 0------------auction ......... y jq(,:)t.l.t. E.IY11J1 ZJ7-:1;�M1 s�/� � F+1X 1110►:J1-�1NK iubdivIulani___ _. ----------------------- suffl � vd itr ret Nm'^a �JDESCRIPTION OF WORK It in o-FLOOD HAZARD lccj _. ne:______________saran complete papa 3. Rriet � Descriptions Class of Work: (Ner/Rewodel/Addition)__Nt�•-__ -_--- 0112NG INFORMATION Type of Cematructions__1_ti��F o:a s ng Proposed actrict:---------Uses„-----PU�` ------ Estimated Value Ola UU _--- xCeptions or �!al�rlalal ...WQVp .- - 'LA -_____••__-- arlances Grantods-------------- Solid or ------------------------------------- -- Filled Grounds_� p I -„---Roots OWNER INPORHATION Method of Prop*' -- -1 --A----- --•---_—'—_—_ Cr )0 rOvTers -- -- —,-l7V--- PhoneshalLin __.b.«�.-p-7� ---- - g Addrom Address ------------------------- Zips IJ7------- CONTRACTOR Iilf ORNATION Contracto :_ _ ASSrC �,aN.ST (.(��_� �MP�1�Jti Phone: -23V L>7V1J Mailing � Cj n� { � f � 1 )(�M Addrepas.. ,G)_----i•----•-•---- - ----- -- ----------__.. C.1CS n n��L.1 1ZIP: 3 )�2,J`7 Estpiretion - , g License Number s_ C -G UJ 1-------------------------- Dates------- II NGRG11T CtRTifrT THAT t NATI MAD AND CKAN111911 TNtO APPLICATION AND MNOW TMG 5Aht !n 1 Y AND CORAGCT. ALL /1109111SON/ OF TNI LAWS ANO OMtNAW611 boveaNIN0 TNI. Tvrt ex wrsar .. .. Ct1MrL=GO WITH. WMTNON UP6CIFIte SHIMIN ON AOT. TN0 OOAMTIMU /n A raomsr UOL'; MIT rr.• . o1vt AUTNONIt1 TO TIOLAT/ M 9401M TNR DA11 SOIS0110 01 ANT FLI&CRAL. 'STAT[ Ok LCCAL 1 . 1�,t ;. .T• RGOULATION3. 10010:0ANCM4 " LAUD IN "1 NANNGO. TNCLUDINO TNG anvirAN1Nn ss► c .lM.,i ij ••• PGR►ORMANI'6 o1 CUHOTAUcTION M TNI riwacT. I UssucowTAM0 TNA• Toot IstmaNla air 1 r.1 . �• � ,:.� CONTINOtNT UPON TNI AAOTO tWONNATION 116100 TRU[ one COMAC ANO THAT TNG PLAM. AND V I . /!'!��!�;�: '• DATA NAvt •ttN OR SHALL 09 [ROTC IOlO•�►0.RtO�tO. ,44� `S •�., I Ovner Signature ... `—«--- ---- - ---Ua}tc•--- -- - • ,' Contractor Signature lluto n Standard Of the South the f Sedan 13'8 compliance With 'j Of mems was in � U,rSuant to the require ante this structure e follotuing` 1 tr cafe issued p tat the tune of issu action or use, Vol.the ,V r S This Cer i ing tha constr cert building g\d9 Perm yr, t x ting Cade ting wild regula A dinances ';" s arious°r a3 "\ we D�str�c5Ct t$ V Y Cy`1 r tion n 0 dress w � Gse G\ass�fica Gonstractio C Pd iG(olap � S� .,� a l Q�ner of gald�n9 , 3 ' Date' KU P\-P coNSp\C gq 1din9 t , I �,��S�tovk and j� Southern Stand of the Southe ce with the Section 103.8 comPli.an em-en�of was in e uir structureing• • Sued Pursuant�theime° tissuance this n or the f°ll°w fLcaw tis at the t f tion or use. F 1 i5 This Gerti that onstruct rm;t No ..' �'h code certifying building c Pe uild� regu ting B ting la ces dinars � trict ° p;s .E :yy iious r e w Fire ti oar i . caress n Gonstt��on use plasstticatw TypeC} �, ` Hyl, aid. Wca�ity ' A. GTOUP 1�10, ��,,e: gy finer of - g pate. ares ;" Pd VS ' 9 /`t• ___..C6 A ONgptGVOP�ACE Bulla+n5 POST CITY OF 12ear'4- ` Office of Building Official REQUE.ST FOR INSPECTION �� ? ,Date» — Permit No. time &M, Received _P.M. Joo Adr;ess T Locant Owner's /j�5 Name — C•G�________,� Contractor "�re BUILD:N4�-'Gbj CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Bough Wiring Rough Air Cond. & F, Re Rooting - Slab Temp Pole Top Out = Heating Insulation Lintel _ Final C Sewer Fire Place C? /)�� READY FOR INSPECTION , Pre Fab , A.M. Mon. Tues �j Wed. Thurs. Friday P.M. Inspection Mads _ _,_�/•_ �� /�'6�v _P.M nspccfor-- -- — F'rna Certifi:.te:.f:0!c.t.panc?-- Date w- X y VA 0. t a m e.....a.m...:..-+muni .._r..._:......v...w..v_.am........rr ,..........,v.. :....- ._ ..w.....:... y}}Lpil.•MN,MY'.a .2.. - aW..�C'�w.Ma,... -re z MMLIMAu.Ndl.+ - . f 4 r a"• . +m u. igo lu ... �, ra+...X'.s:�:"MKC,r.+zn..aK rt+'J�+ *+.xanr,n :s..nare.•'y .Jy n .• 1 � �- � ��•j _,„,,.—°`. 4„ �'f-moi `' �.jk 7 s w fay.:a FNA GF^�'. f�t "l'T S M w�C� Sr,EWARr SVBDl'VCSl0V RfrPLA)r P B, A3, pa 56 Y L a r 13 (lrP . vss ��-�� cF,�- ,� Building and Zoning THEM aY w A rONAi. CAUWKTS A%,Com Iii TmMVN5 DAT ARE NOr SHOW ONrlm SURVIEW THAs AMY AE F~ IN F 400 Mow OF rm a upyrs aW. . zNE �.. ... . ON nOOV NVStlMIVE RAIr MM FEAR Till ORY df JACKSONNl�E, PLOiR A, DAM ALL AMERICAN SURVEYORS., INC. LAND SUA}°YE'YARS — grog S40y jM AVV., Saar ao1 — JACKSONIIlItLE, FLOYP11�1A =17 - MU17.V-2211 LEGENO AROREWATIONS J tAERESY CERTIN FMT TW ABOVE LAWS WW SURVL 'D UNDER A1Y REsJbNMZ SU!►ERVj$AW AND pMlMMW, OUT IMM AM NO � 4{ R cOHc. MON, Kit "0 r�.m�c A NTS EXCEPT AS SW*W AND THAT DW SLOVEY SNDWN ��-�—^-- MP�J'AV` MEM`�FHeEr ITECHWAL '�tANIli4�llyD,Sy�SCr AMM By ME A P.S. • P 7ANOPICr �LvowA OXY K &Aw •~i� r4 RSUANT M +moi ?YO 472,027. f ,_ IRGk CON. iA � k r (:t T WlT71 C,IP px �+tau vet 4R1 3TATt/£S. �" �) A AIIC�iT1US11 = 1N Vir C. c., - a, v, HAA1 OOK, A, Nv: ,4�t' -� fENCF iP> R1r* IRON COR, koffluL uL M°016 acmrerxn SCAM`.. = (fYN!!!�1]} ii.9.�. - t++OXS% scs EMM7wlc :.ae tAko RAt�GYA►K.MI�R �' " k clettss cert rxxrceF DATE . .4U r Sr rr OF A iry = R1WIT+of-Y11Y •• a w.� _ 839, PC Pt' tiADER id0. 9S 32: CITY OF Office of Building Official REQUEST FOR INSPECTION 7 Com ' Date Permit No. Z' d Time kW- Received P.M. Job Address Locality 6 Owner' NName --U Z� Contractor BUILDING CONCRETE ELECTRICAL �,RLUMDING MECHANICAL Framing Footing — Rough Wiring ❑ Rou ❑ Air Cond. & Re Roofing Slab Temp Pole Top Out C Heating Insulation Lintel Final Sewer Fire Place C Pre Fab READY FOR INSPECTION J A. Mon. Tues. Wed. Thurs. A.M. Inspection Made P.M. Inspector final Inspection C Certificate of Occupancy i- Date UT 11' OF ewwdec fs"Tr-4-4;7,4�-"- '- Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received Job Address Locality Owner's Name BUILDING CONCRETE CiLECTRICtt—) PLUMSING MECHANICAL Framing Footing RoughWiringRough Air Cond. Re Roofing Slab Temp Po!e Top Out Healing Insulation Lintel Final Sewer = Fire Place Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. Friday—RM *3 0 Inspection Made - Inspector— Fina! Inspection Certificate of Occupancy Date CITY OF � Office of Building Official 9geJ, REQUEST FOR INSPECTION pate _ � _ Permit No. i R„ceiced — ---- —V--P.M. 9 01, -� Job Addr s ocality i Owner's Nacos __. Contractor BU iG C INCRETE LLU INNG-� MECHA ICAL amino F oting Rough 4 mng Rou Air Roo _ lab Temp Pole _ Top Out Heating nsulat� ni'I Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Gr AAgv— r QQ J--A- Made —_--[_J _P.M. nspsctor _ mal Inspection Certificate of Occupancy Date Vv T Mof Y � 033- ' i A p{f;ceof g�;;ding��'0,(i014 0.0 31 ° OIR iN pear t NO, A.M. "OC 1t lame / R �'�-- eGerved """ �` Address A/ toe , p1r Gond.& -, Rough Fire place �Wner's -� � loP but C' pre Fab tiamecor ,� - u,L Stab Flab I —c-t Frarn\ng �mte urs Re Roof ng Lle� inPc� s, 1�•�'na� to of QccuPan PAon Gertltica msPecfron Made inspector_/"�J • 4 OF ADDITIONSor • " • 1 • NOT REMOVE �,,VDDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Cx PE $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 PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. .3ffice tai wilding Official REQUEST FOR INSPECTION Dste—____��✓ -_7 ----- Permit No. —__— � f ✓� -- Time �= �J A.M. Q�aGJ /- Rece;ved --_ —. _ PMI. J4P',ddra ality Owner's Name _ —_ _ Contractor _ BUI�OIN^ G�� CONCRETE El E T MECHA,�_ L Framing Footing Rough Wiring _Rough Air on & Re R Slab = Temp Pole Top Out � Heating solation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION !,.!on. Tues Wed. Thurs. � ~__� A.M. Made ade / F�rfa! Inspection E - - Certificate of Occupancy C Date .— t aB • OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted "rCi2l=4J4-4C /EJC CDAvJ rKUCTCo f O C6 015— $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 ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BL'!),, Gdn-'p OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS N T BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted a/ v�-i7"' ,�.�s{/G�.�T'.�d�ar' Ute-,t�� ST•fi�?�' �'Rd�e'c�-' J $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 ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Vonday through Friday. CITY OF AW40 a add -74te-Gt ATI.ANPIC SEACN.FLORIIN 322J3-54/S TILIPHONE MO SSM FAX MO U7-=$ NOlICi ' TO: Nater Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number . Address 9f'-71? /Q// Cmc/ �-' 9/3 -- - rely, Building Department 1 kv v -jam ; 5 � cK'�" •:�Ad sX � - +�4• + t +} , t�d x e DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORYs ------ --------------- '�" ------------- ------------------ ---__ --------------- ------------------------ ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY BUILDING INSPECTION DIVISION cc:FILE A 1 TRANSMITTAL DOCUMENT FOR JEA DATE: -- :-3 �-C S The following permits have passed "rough" inspection: Permit No. Address 8>ra�omm&xmexxxaxgi)d=gcx= dxmxafxxbko3c4)ozxubtm. Please update your records accordingly. Th ``BUILDING ALERRO-' • CITY OF ATLANTIC BEACH /vcb p CITY,OF Office of Building Official REQUEST FOR INSPECTION Gab —_- .^_ - — Permit No. 94F 777 Time !�; j SW ---- Received C)- Job Address Lo ality Owner's Name _.. _ _Contractor —_-- BUILDING ELECTRICAL PLUMBING MECHANICAL Framing Rough Wiring Rough Air Ccnd. & Re Roofing L Slab Temp Pole _ Top Out ': Heating Insulat,on Lintel Final Sesser Fire Place _ Pre Fab READY FOR INSPECTION Tues Wed. Thurs. Friday---- P.. Inspection Made -- Final Inspection Certificate of Occupancy - OF ADDITIONS or • " • D• NOT REMOVE JOB/AOORESS GATE / 1 THIS JOB HAS f4OT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 7- 4r A et p $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 ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG �V• j669 LAWS we 11�•1� to fvhtott v wiU ba nwda to caAain race! The undersigned hereby infoma all co"r"d that imp"" property, and in aaadw= with action 713.13 of the Rod&Statutaa, the fdlowini information is stated in this NOTICE OR COMMENCEMENT- .............. OMMENCEME.............. .w ......„ ,»......»..........» .. ownw'l ww.d in r'a of dw i�r a a�aaf� c, AIL-C Fee u wie Tide holder Gf 4w#m owmd �►dd►..�•• // I Jill, caftweir� Il l•�SS r C. ��i�S /cM,c-T r.�J M�"A,�.� .«. &AWY �f A/dr of bond i---Y-»-�-»-»- Hmw of 0waan w" do$we of Hallie dsdpwW by w~wo what mWaas or olive deamm s my be serves In addition to hiniaif,owrwK daa1Www Vw foUawk4 pw9ori to raoalw*copy offt Lienors Notice as provided in Section 713.13 41! IFI, Fioriib Statutaa. (FIN M st Ownar's option). w,M...._._w w_ ..vow ..».1..»..»w.w».M.»M.....»....»M.MW»NM».»».»»1.»M».M• No IP rw�SPAU IM MM"w"Nei M&r 1 iww+a� aun ui►r , Aq y F � CMY 0. CC 22L' asp t � t3 • �'� it`�� ,� � , . # � �"�' ``� ","�,�� . � DEPARTMENT CSF t�UtLD� �t1A0k�.�+9� ..._. TV + NI�'fi31�T C,I!II _ �.. .. �,.� OG"1 ' # CSN it ,Silmb- r- 4877 e" 1411 JAI MSTREET , Actdr mit T Ittl"I,CIINCLNC . FL!ISBII , ASA 0 NEW P st `�. "meted lue: - 04$596 0 4ill» 'C?" w+ ,{ 3 C"CNS" ' 1 'T' C7N C.`C�I"f NX VA ,� x+347 , 50 , k i I f ' Wei, XPAC FER 9�0 ;0;�M1 �` ATP ,06 " RADO .» 4 RADON CA 5 t, re$s TAP OURO PARK BLVD. StOtOft lLL RIGA 322,57 : CROSS. ONR C�`LC N: 4 :'C" ' ,, C P`E'E . 00 7 77N ss':,` k j Nt 1fit^E -ALL CONCRETE,FPR1VIlS,AND Ff}OTI�+�f�?iS MUSS BE,tl�1SiP1 CSI C�$EF4RE Pf3l�RtA1G d PERMIT Vol SIX MONTHS AFTER GATE nF ISSUE , flI Ca MAFERI L,,RUBOI:SH AIN?OSB IS FROM THIS WC'? K M BEPLAEr>wC?IN PUBLIC SPACE,AND'MUST" RFD UP ANIS!'iAULED AWAY ty' 'EITHER C 4T,4 TOA ORO + . RE,,,,, COMPLY W1, x-181 ME!CH N SLA N LAW CAN t ULT 1 Ow PRI P, t WTWICE FOR f.�"! ACGORD�. GTO APPROVED PLANS WHICH ARE PART OFT' PERMIT,AND"SUB>JECT TO ATI FCR t �ALlCAf3LE PRC)1/ISIf7NS OF I�AW. A Tf>BE ARTMEPI .9+1 71 " �7f>II 434710417061 . ply, E .w i Yf"H TMENto Ott OX r}t riif+k� .� #w s' iQ 37�.��F, '+ '4' w"'�,k%i r, 7r.dr .Rg«7t#:rrS ee AS 'Q f 7T �: : N � .ro;.w..c.,w.,«�«.,rr:�.� �i �i�etS r Otl taw taus t ." ''' WOOD.F AME 4a Don Tow'"hi ub 400 , '£1 0 " ` . k £7 + , 8 D 3123 Nom` DUPLEX UNIT""' PL : , �,l. 1-123 DON io Tcr ;atom3 ' . 41 4 '. ress I� P� I3 ao IMPACT PZZ COMPANY CONSTIAll XOT.4m 70 i eaas¢ .: suw dmhn, . V '11111 7777 � K NOTICE ==,ALL CONCRETE Fa s, Na FocmNGs MUST, t ronP.'POuol h ;r PERMfiT ut�l `X itIONT4S AF G MA EF 13H AN© E RIS [ T WORK M t 40,PUBLIC SPACE,.ANO MUST S REC3 UP ANI .hAUC:EQ`AWAY BY EIS t-IER C RRTt�R bFi !# Ct3WL 1il`�11`HE ,�E w�� ' �,1� LAW�y�{ A�1 OESI�I.T 1�1. t "�UN : ',A► AGT�VV � 'OuEPO I�.. ICR �t�4 G,TO APPR{J�/ED PLANS WHICH ARE PART OF .�RMIT`ANO SUSJECT TO REV ATI A ' UCABL E'Ar?1tISt.CNS©r LAW. A ��'RFS RT �. .� �� •,• �47— ♦ � z 'x7 4x rs ` y e„ . . ,, a / CITY OF 4 Office of Building Official REQUEST FOR INSPECTION! (/Q Date_ Permit No. Time Received P.(". Job Ad,.ressca y Owner's Name _ for BUILDING CONCRETE LECTRICAL PLUMBING MECHANICAL Framing - Footing _ Rough'Mring Rough Air Cond. & - Re Rooting Slab Temp Pole op Out Heating Insulation Lintel - Final ewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thus. Friday_-_--_-- - _R Ji. inspection Made Final Inspectio Certiticatc oI ccup incy 1 DATE: -z/& (2 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: 1 ------ ------------------------------------------------- ------------------------------------------------1 1 ------ ------------------------------------------------- I ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BU ING INSPECTION DIVISION cc:FILE i CITY OF ATLANTIC BEACH FLORIDA NAME n ADDRESS Z 6aL--kt CITY 1911- 1913 PAID w I j 1995 City of wantic Bch: When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Reserved Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER ' gqq CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION ICOR ELECTRICAL PIRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IW'ORTA14T NOTICE., X87 7 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY -AGREE TO PERFORM SAID VVVORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS WHICH ARE A FART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OFI ATLANTIC BEACH ORDINANCES. LECT FIRM: NAME11'xS�� A/ tCiZ��/� _ADDRE8S: /9�.,...,l� Jr RFD -----BOX BLDG.SIZE -- _ AETWEEN:_6L/Lea _...._ ,2" AmOr" APT.( 1 COMM.( I PUBLIC( 1 INDUS. ( 1 NEW( N OLD 1 I.r REW.1 1 ADDITION ( 1 TRAILER ( 1 TEMP.11 1 SIGNS ( ) . --SO. FT. "RVICE: NEW(' INCREASE i 1 REPAIR ( I FEB DtICTOR SIZE PS /S o . COPPER ALUM, 1-11, 6c TCH EAKE �� P C EXIST.SERV.SIZE AMPS PH W VOLT RACIINAX FEEDERS NO. SIZE N0. SIz6 • NO. SIZE ' LIGKTINO OUTLETS' CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL. O•p0 AMP111.100 AMS. S W ITCHES INCANDESCENT FLUORESCENT a M.V, rWILD 9•100 v aft Ii APPLIANCES BELL TRANSF. AIR H.P. RATING H.P.,RATINO CONDITIONING COMP,MOTOR OTHER MOTORS AMPS CEIL HEATt P.W-HEAT �1 a� OVIR MOTOR$ H,P, VOLTAGE PHS NO. 1 H.P. VOLTAGE PH$ �+�LAN O r TRANSFORMER$: ND6R 800 V. OVER QOp V, i NO. KVA N0. KVA 140. NEON TRANSF. NO. VA. MA. MOTOR SIZE EACH SIGN FORWARDED TOTAL FEES ) J CITY OF ATLANTIC BEACH, FLORIDA Appreweby APPLICATION FOR ILECTRICNI.� PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DACE: IMPORTANT NOTICE: _5t'6 � IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOIVINQ, WE HEREBY AGREE TO PERFORM SAID�WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIF{CATIONS WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY 0� AT(ANYIC BEACH ORDINANCES, r� 69 LECTRI FIRM:Z _ All" IKLRCTRIG16N BIO &WBE.�._ NAMEII�SL'L OIL �6�ci rlF ADbF1et�S:_/9� !lLDO.SIZE �BBTWEEN: � aa�'ucTA, REB. (+I' APT.( ) COMM, f ! PUBLIC I ) INDUS.I 1 NEW('-l' OLD i ) r REW.I I ADDITION ( ) TRAILER ( I TEMP.( I SIGNS 1 -1 URVICE, NEW 1✓1' INCREASE( I REPAIR ( 1 PEN 0!?NCIUCCOR SIZE AMPS /s©. COPPER ALUM. F iTCH 28 lREAKED r 0p �3 �—ac t EXIST.SIEAV.S1xE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. size NO. SIZE LIGHTING OUTLETS• CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0,110 AMh x1•100 AMPS, NWITCHIKS INCANDESCENT FLUORESCENT&M.V, ; NIXED .too A v APPLIANCE$ I I BELL TRANIZF. AIR H.P. RATING H.P.,RATING CONDITIONING COMP,MOTOR OTHER MOTORS AMPS CEIL HEATt KW44EAf 11 l 0-1 OYER MOTORS H,P, VOLTAGE PH$ NO. 1 M.P. VOLTAGE PHS r M'l*C!LLA,N o , TRANSFORME1`16; NDER 000 V. VER 600 V, i NO. K.VA PN . , KVANO.NEON TRANSF, NO• VA. MA. OR$ IZE EACH SIGNJ FORWARDED TOTAL FEES ps"8-3 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH JL ON >WOBMAT 16 . ...�, _ ...... tO ' P mit Naat�9�r, 1001' 14ddr+daa 1911 S'711<' T, F e rsni t fi xCRAN I CAL J I CIACB, F`LtR I DA 322 .` N� PT ON ». .,_... .. ..� xI/A Lot , — tr. T3 $ k Secti�a� r Posed OI . SIR�3LL EAlI"Y 7 2 i r s; " 0 Code: + subd"i.* siol., timated Va_Iue fiDC Improv. k o f 0.CSD Tat a , "eras`: $37 ,00 �► x t id s, 37 �00 A a la i i, 1 ` r t oDO OM �� 7 .00 0 MIR 4914 ISMO ]3R 3 2 : PILI:Od, NET .tl t ph 4k. 3 T OIY ,._ _ . .. DON CAA, �� $t1.t?C� Ka ne ° & B CSA 114pr VE. I Q :C�E� . r s sIt HLV IC3 I I ? # Anse x T-pe; � BSC .TN Id f1 .Q�# CONI T.B RCHARON t?Q' SC 00 I NFA .:MGYa. arv..dfxYd d9lz'4. ;sxvrrt+ :e' p°„.6v5t+Jrswta .+:'Nsb3iIX53$` h a,.yjak�. n, NOES. r 4 `f I 4' g G , NOTICE;-w-ALL CONCA&P,0011WAND FOOTINGS MUST Be I#+IBI* D BBFORE POUAf"O l` y` PEt tItT VOID SIX MONTHS AFTER DATE 1$ UE IL£iING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE,PLACLI�IN PUBLIG SPACE,ANt)MUST BE EARED UP ANIS HAULS AWAY Elf EITHER-CONTRACTOR OR A OWNER' �1 � � A [L E CC � Vl �� PRO, FSP. �T�IEI�PAYING TWICE.FORTH� 11�41/EIVIEI TS, �:A 1}EI3 ACCOIIIVG TO APPRpVED"PLANS WHICH ARE PART OF THIS PERMIT Ahlt3 SUBJECT TO REV©CATION FOR OLATION OF AP'LICAI3I:E PRC?iJISIC NS,OF LAW. `" '" 1U Q1N CPATMEhIT `' .„ yr4M i c �e?4"gx'C a o 6UiLDING"ANDZONING• INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA .02233 APPLiCATIrON , FOR MECHANICAL PERMIT CALL IN NUMBER j . IMPORTANT Applicant to complete all items in sections I, II, III, and IV, (• �r� Staet`Addni �1x ` LOCATION gV LDI C7•w' Intersecting Streets; Between`" 1J13� � Aad 1Y� , N Sub•diYtslon IL: IDENTIFICATION To be%completed by all applicants. fn con;fdnration; permit given for doing the work as described in the above statement we hereby agree to perform said work in accordanco 7'with the .ottoch$:q�glens and specifications which are a port hereof and in accordance with the City of Jacksonville ordinances and standards r 'of good.practics listed therein, Nsme`of Mechanic a) ' '' Contractors Contractor (Print) Master /n _ 6r Propertyety /ropOwner '• Signature'of Owner Signature of or;AuihorkedlAyent �r y Amlillect of Engineer All,'``6ENEitiUL`INFORMATION"I e A' ;T of Is Ing fuels ( B. IS OTHER CONSTRUCTION BEING OONE ON Elsctric .I THIS BUILDING OR SITE? D' G+s a O U , Q Natural `' E3Central Utility ` IF YES, GIVE NUtde)rR OF C0NST RUCTION O PERMIT ra= O Other•`, Speo IV. MECHM"L E9UItM6NT Tor IE,INSTA1160 NATO OF-WORK r viovide complah list of compone h on back of this form) An sidentlal or ❑ Commercial He V i ❑ Space 17 Recessed [� Ciatnl O Fbw New Building t Alf Coedstionin ` [% ❑ Existing Qulidln „+t gs La Room Centel g 9 'y ct System rta Mahl ' Thickness ❑/Rgplacomont of existing system .CJ New Installation(No systom proviously Installed) *=Maximum-capacity" c.f m. ❑,'Refrt nation' '" ❑ Exlenslon or add-on Io oxlstlnp systom g` ❑ Other- Specify O; Cooling towers Capacity 9-P.M. Q Fire iprtnklerss Number of heads O Elevator Q Menlift C3 bcalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gawliike pumps_. (number) (itacefrad) 1 enks (nunsbar)• Remarks conteinaK (number) 13 UAW promire Vessel Q>, `�'kilenPermif Approved by Doh ' . O':yOtMr Specify Permit Fo- i LIST•ALL EQUIP14ENT /�D „ COtiD1TI0N1Iit3 AND, AEFRIGERAT101V EQgfPMF.NT r tl� Capsdty A f?moi NumberVaita DaarlDtloa Model Number Xanutr<cturer (Tons) easy f• ' t, n.h4��'a :15 r `"� _a•�.,"pis's�.'l� •, ¢A. �:xr9:• ry, ��.�Gr►iY�V•� FuRNACE3 80II.ER3;8IR>rPI,ACES... ��k �5 t 'I� F ', ; Capackty APpOA v :, ?:' 'Number Vaita • ± ptioa •• a[osSel Ntunber utacturtr (BTU) Jl9asay TEEM 00 Rwi]tang s Noottlial CaD+ct3' i+tQuid Name oL Serial Ap(?rOvB nd'DlmmnsiOns ;. ntained 3[anutaettlrsir No. agency ..rr i = CITY OF Office of Building Official REQUEST FOR INSPECTION Date_ Permit No. �— Time A.M. Received P.M. JobAd �cality Owner's � --� Name �--�—__ _Contractor — BUILDING CONCRETE ELECTRICALC PLUMBING: )MECHANICAL Framing Fcotlnc Rough Wiring Rough Air Cond. & Temp Pole Top Out Heating Re R")ofing Slab Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR, !NSPECTION 1 A.M. ues Wed. Thurs. Friday — — _n A.M. Inspection Made __ d --P.M. ------ ---- Final Inspection i —��— Certificate of Occupancy CITY OF 12e - Office of Building Official REQUEST FOR INSPECTION - � Date 7—; Permit No. Time / A.M. Received `-T` P.M. Job Address ocality r ! Owner's Name � � � — `" �' Contractor BUILDING CONCRETE ELECTRICAL UMBI G�' MECHANICAL Framing Footing _ Rough Wiring Eio'ugti -- Cond.& _. Re Roofing Slab Temp Pole Top Out He ting Insulation Lintel L Final - Sewer = Fire Place C Pre Fab READY FOR INSPECTION %,ton_� Tues. Wed. Thurs. Friday P141 A.M. inspection Made _ "' �S� _� P.M. na!Inspection Ceriificate of Occupancy C. Cate OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS PATE L/= 3 - FY- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ,'O U ZI/ - /©iE. $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- PLNG ment for an inspection. Field Inspectors ELEc are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. OtPARMNENT OF CITY©�':AT �w..".w ' l IN ' 10X1` ,.w; •r-- �.»..,»..� _s LOCATION 111ATTO}I ----....w� vy r Add pot 'CAL ATLAS 01 ,/}, ID ' a's k: Otis- t �; Lc . i'.MM .. k 3:"i+ ztViU � _ tk ; sift 00 0 y� t - ` 3A` RY 4:�1`Ma " ,.;pp��,,a,R �� +1 �^y[�� ' �@ 1M afIFMM'EW'4w �n��y �i=i 0, -. T#1YItT, iW,M+tlYY Jir}AhMsr( E r s' €iT y]y X V ifs00 ,. rLAP p- o �wa ; �ix:�Z � �•. �uC4�s.�'.t��7t�:""�m"�°1�a+�k@�"w. .«ro.�S� y�.?auma��auema�rw�mau ew ,°aR,„,w` .��a �n 3,2 ' " Cflp fidC7T � � j, s, NQTtCE ALL C0NCRETI"E�R*Mfl40A1ii,-IA,N©k OTINQS 1 401,, E" w�7y FORe,POVAINQ , THS,AFTERT® rr MN �.. 1, .a d �+tA RtA#,FiU ltSH AIS bEERtE tt THl3 W©RtE MUST PtkA ®ISI PUBLIC SPACE,AtV�Nt 4T,BE UPCAUt»lTa AWAY Y ETHR NTRAC,TQR OR 6 R z" LU ► ► .' WH .EH�AS ,1 ►W C41tElL 'WIC f �yjEACH y Tfl A S L N w ick AAt PART aP T,Hf$?�R t�T��a�EJECT TIP ��m �E)ViS�bNS CF:LA11 RTMENT s rtAs ',„Y 1W d' r BUILDING: ,AICD ZONING' INSPECTION DIVISION CITY OF ATLANTIC BEACH ,`ATLANTIC BEACH, FLORIDA 02233 use+ '6 APPLICATION TOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections I, II, 111, and IV. 'LOCATION Street`Addnist OF Intersecting Sfreetsl Between And BUILDING, ' ' � . • : Sub•dtvtston . 11.''IDENTIFICATION To be completed by all applicants, y y(n con;ideretion:Ql_permit given for,doipq the work as described in the above statoment we hereby agree to perform said work in accordonce �.with the,"ettecipd plans and specifications which ere a port hereof and in accordance with the City of Jacksonville ordinances and standards good practice listed therein, Nome`of Mechanical' �' Contractors 'Coptraclor (Print) s" Master Property Owner ` Slyneturs of Ownerr Signature of or;Authorisad!;A9ent )` Architect or Engineer III,,,GENERAL INFORMATION,' .• `. A" Type of heating fuels B• IS OTHER CONSTRUCTION REIN DON ON OKtric i THIS BUILDING OR 51TE7 Q Gas C) U (3Nature) ` O Central Utility iF YES, GIVE NUMBER OF CONSTRUCTION C3OII ' � i. PERMIT t btx ❑�Other•.-� Speclk 2 r' ' Iv, W11CHA1it.4 99UIPMSNT To`tiff INSTAUM NATURE OF WORK ,r (►tovi mpleto list of comp"s,ph on brick of this-form) ,kJ Residential or ❑ Commercial Het <L7 Sp+Ce ❑ �Recess.d Gintnl O Fbor 0 New Bulldln ' Condbtionings Q Room Gntnl Q Existing 13ullding DuctSyst,ms''MeterieL Thickneu ❑ Re acoment of existing system Now Installation(No system previously Installed) y Mexlmurn cop�ci_ty" c.f.m. -- ❑ Extension or add-on to existing systom Q Refrigeration ; rt, O Other-- Specify Q�Cooli'g towers Capacity 9•p•rn• Q Five'cprinklnn:'Number of heads..._ ------ ❑ Hwetor Q Manlih C3`Esalsitor .(number) THIS SPACE FOR OFFICE USE ONLY Q Gasoline gum; (number) (Received) (number) Remarks (a LPG containers..._ (number) n . 4 (� ;Unfired pressure vessel Permit Approved by Det, E3 sallerss (� OtMr— Specify Permit Fee 5 � kjv. ;�. 0 e LIST-ALL EQUIPMENT t AM,,CONDITIOMNG AND REFRIGERATION EQQLPMENT CaCity -t: D 'i F s ia! ^� Deicrlpuoa XodelNumber Xanuts�cturer (Zbna) aaaY " NumberVsiitr ,,; /(�\/ 1, 75 - 111-�a, J�V h�::3-+,d�a,`.�r:,..' �' ••.'.y1 rr.'Yr:y: �i,s::C; 6 Fr,�' VVVVV ., w`t'�,8"^ii4t'K3'�S- -d•, 'i;f+• ;�; '>gky, • . s HEATING • PURNACESr BOMERS�-.FIRULACES Capac ty ravtnY ,� ,: . ,,Nua>ber Vnitt +.., iT ptloa :• X04e1 Number7777 utslatartr (STET) �i" y ».. 12 x . TANKS Iiaw Xssay ," Naeaiisal'CspadtY ;Type Ltsluw Nsuur oat Serial Approving stud DizueasrSoes ntath" Xaauiaetwa No. Agency Y tali _ CITY OF ATLANTIC BEACH, FLORIDA Apprandby APPLICATION FOR RUCTRICl1L' PIRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:..-- - 19._._.., ��a�✓�ti �e77 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBEI? IN T149 FOLLOWING11 WE HEREBY AGREE TO PERFORM SAID�Y}NIIORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS WHIPH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OFI ATLANTIC BEACH ORDINANCES. rL„ ECTRIrc FlAft N/W! �7` ADDRESS: BLDG.SIRE l��G' 96TWEEN: REB.( -r APT.1 1 COMMA 1 PUBLIC( ? INDUS.I 1 NEW(14' OLD( 1 r REW.1 1 ADDITION 1 I TRAILER 1 j TEMP.(VI SIGNS ( 'j 90. FT. BERVICE: NEW C-l' INCREASE ( I REPAIR ( ► PER LQQNDMOR SIZE AMPS COPPER ALUM. 9ffiTCH!20.1flEAX900 991 P :: o EXIST.Il EHV.SIZE AMPSI PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. Size. LIKING OUTLETS' CONCEALED OPEN TOTAL 41 RECEPTACLES CONCEALED OPEN ' TOTAL_ 0.110 AMP# I a1.100 AMPa. ■WITCH96 INCANDESCENT FLUORESCENT&M.V. FIXtO 9000 AM 1. 1 OVER APNLIANCtS BELL TRANBF. AIR H.P. RATING H.P.,RATINO I CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEATS KW44EAT II 0-T OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS t IMLLAN , TRANSFORMERS: NDER Goo V. OVER 60q V. i NO. KVA NO.. . ' KVA NO.NEON TRANBF. NO. VA, MA. MOTORS EACH SION � �,,._... FORWARDED TOTAL PEES r 1 1 ASR +v/jMt 1 s r OUILDINt CITY of ATLANTIC BEa � AT,L ACH, PLORIDA_ 2 3,1 VOOD P A Lot 1 ock. �Section*.' To ' ;"" ' 8` " Ai irk "I UM 140 IN NEW DUPLEX UNTO' 014 ------- 'A Ll CAT ION " N °# '�- `" ° � . ,. PES WATO IMPACT '1 , $0.00 C e O DS331 S XXIVAS PEE S 0.0 ON . RADON "CAB 5% '0:.00 N rt+ ' PL" ''' C. fit" `'AL II+E 'RflV $0 .00 re ' A 257 wRS" CONNECTION .00 t aSEC" ACT PEE $0 .-00 CS E f AT BC- { +� rr, .,a^s.,:,w .5, ,,ai mew aa+t',mrtra:aaw+ar xa+rflVswe +a�..au..w~,asq. 01 S. d c% y 4 u p£p F. F NOTICE A .L,CONCRETE IFORMS AND FOOTINGS MUST BEIN6 0.00E POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE L©!NG"MATERI ,RlJBE31SH ANf .dERF3lS:FROM THIS WORK MUST N&'Bt PLACEC "IN,PUBLIC SPACE,AND MUST BE AREI3 UP ANMAUIp"AWAY BY EIThli*ECC}NTRACTOR DR OWNH F� .URE0,4 ��`H THE: MECHANICI LIEN LAW CAN SULT N :PA ' V GTWtCE F0 TH !Y�L� �#N10-It�i�F�OVEMENTS h # ACCCRt ►q TQ APPRQVED"FLANS WHICH ARE PART OFT PERM(T''N©'StISJECT TO'RE1l(�CATION QR r N C1F A UCASI E PROVIMON5 CF LAW. i A C BEACH 1.01NO C3EPARTMENT I> tiD04tl<KI.A�t10 - CITY OF ATLANTIC BEACH APPLICATION�/ FOR PLUMBING PERMIT JOB LOCATION: 19/1 tt 1913 lno4 / OWNER OF PROPERTY: k as se Coen 51-Y,u,c-110 )1 PLUMBING CONTRACTOR 1 t2le- i ` " e), CONTRACTOR' S ADDRESS: x.533. SU n beaw 1 1 a 2 �i9xd Fl. 3 225 7. STATE LICENSE NUMBER: C l'-004 4 Z() 4L TELEPHONE: 3I " 2 7� HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS IP LAVATORY �- WATER HEATERS BATH TUBS �- DISHWASHERS URINALS z- DISPOSALS 1 -CLOSETS z WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: .Z la x $3 . 50 + $15 .00 MINIMUM PERMIT FEE - $25 .00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: (. ,/ , ----------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 i M -ARTMENT ? BU�I Y♦NSG 1 OF ATLNTI �A 'nM Mk ua%+r , 19 TL foximi Of W-06 k 1 ` Lt} :" � 4 $ � ' sw 1 n4s,, od �. i 5ON ` Ax �. 5 . 4 f� . w $ � EC�.C1PSS ' l r� ` � ; 3�1 ` ' .Cit 4OWT, FEW $0,00 32233 IPh 1 001 ER €I . 0 . ; SEC l�P C " 0 0() 0 OF, AfL kit f ALL CONGRETI fC1RMS AND FO OTINGS MUS' flE l!►la C't' >3EFO#+iE PtiUR#NGi PI~ lVIiT VlID SIX MONTHS AFTER C3A�'EF ISSUE , { t RUB$ISH ANC313 KRIS.FROM THIS WORK MUST NOT BE P AC 771� DIN PUBLIC$PACE,ANC1 MUST BE MATE; ;IAL, REO'up A D HAULED AWAY$'1 fjTHER�CO�iTRACTdf�OR UTO " .' !# �"H TIE MECMAN '� � A E ►ULT t *YING'C11 IC F t T � ` N P 11 M NT ` ASCO,. .INC T ApP�{( WE[j pt ANS WHICH AREPPART OFTMIS PERMIT ANp'StJBJECTTC7.,REVOCATION = : 7T 3NS PF LAW. IC: EAUILa1NG'DEPARTtwtIdT tat k4I ie 401** ; " CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage @ $ � ?-00 per sq ft = $ 14 91, :a0 Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ 3g2- Deck @ $ Q per sq ft = $ Patio @ $ per sq ft = $ n TOTAL VALUATION: $ g S g (o 0 T;q��-tion 1st $ �a a t. �[ Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE $ dy + 1/2 Filing Fee $ -7-7 . 6o ( t ) Fireplaces @ $15 .00 $ J,S� OQ BUILDING PERMIT FEE $! �f� WATER IMPACT FEE $_T 0. �O. SEWER IMPACT FEE $�jl d.0 WATER METER/TAP $ CAPITAL IMPROVEMENT $ -3 2 _ 0 '• SEWER TAP $_ w g) RADON (HRS) .0050 $ 9`t SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ Q SURCHARGE . 0050 $ -3 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: FLOODPLAIN DEVELOPMENT INFORMATION Type of Devvlopmentt------..------------------------------------- Flood Zones—. -....C11 rr-r---------- Required Lowest Floor Elevations____ ;,,,______ If building is located within a flood hazard sone, a survay muut be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the bane flood elevation established for that sone. No final inspection will be wade and no certificate of occupancy will be issued until the survey is on Zile with the Building Department. COMMENTS% Applicant Acknowledgements I understand that the issuance of , this permit is Contingent upon the above information being corredt and that the plans and supporting data have been or shalt be provided as required, I agree to comply with all applicable provisions of Ordinance No. 2$-7-11 and all other lave or ordinances affecting the proposed development. Date..............Applicant's Signature-------------------------- ------------------"------------------------r-------- Department -----Department Use Required Lowest Floor Elevation ....... ----- As Built Lowest Floor Xlewation Survey Filed Filed with Building! Department ........... Building Department Reprenentative pager 3 FM ft I CAT' FOP WAT / StNZR TAP L1 1A !+ _ �,,..., 2 Pawl woomm erw.+.anda.a�y.f.� _ - .,n..•.u.r.f — ...��.....w..�s,�... .z" VWM P KD TO POI GRIN PUBLIC most" DZPARTMIIMT PRICE QUOTE Rzopo"SE r• 6.0 PR- ICS Quoys l � • _z� :s'r x - __ Bigu*ture - Title CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR RACY 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. BATMROOK GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY i BATH (8) TUB OR SNOWER STALL (6) & IWATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) tIkATWMJSNDM (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) „LAVATORY (1) ' COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) __�_DISNNASNER (2) Z'" WASH SINK EACH SET OF FAUCETS (2) KITCHENSINK (2) DENTAL LAVATORY (1) _L_EITCl= SINK WITH WASTE`.3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) L/ BIDET (2) URINAL STALL, WASHOUT (4) FLUSYIn RIM SINK (8) COMBINATION. SINK AND TRAY WITH FOOD DISPOS. (4) ORINAL, 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 WITS_�a $20.00 EACH Cl 0 JOB INFORMATION -00- 4 30 y( u Y OAK. ., �t o r 10 Shear Wall Calculations 1st Floor--all sides using 36'of walls and Condition 3 nailing All Walls: 40'=30.0' 30'=23.2' Difference 6.8' x 601/6 =4' Shear wall length: 23.2 + 4" = 27.2' REAR SHEAR WALL 27.2' + 500/o for LP siding=40.8' -20%for 16" center =32.6' - 20% for 8' plate line = 26.1' -20% for Southern Pine studs Group II = 20.9' of shear wall FRONT SHEAR WALL 27.2' - 20% for 16" center = 21.8' -20% for 8' plate line= 17. '. of shear wall SIDE SHEAR WALL 27.2' + 50% for LP siding =40.8' - 20% for 16" center=32.6' - 201/6 for 8' plate line= 26.1' of shear wall 2nd Floor--all sides using 36' of walls and Condition 1 nailing All walls: 40'=17.9' of shear walls 30'=14.7' of shear walls Difference 3.2' x 6016 =1.9' Shear wall length 14.7' + 1.9' = 16.6' 3 SIDES SHEAR WALLS 16.6' + 50%for LP siding =24.9'-201/o for 8' plate line =19.9' - 20% for 16" centers = 15.9' of shear walls FRONT SHEAR WALL 16.6-20% for 8' plate line = 13.3' - 20% for 16" center = of shear walls /�or (./e ta i led io forlAw"ion. of the EPI rating numbel L r r any 17kY'i •yvw for 5W. ? M Form or Form 6008-93 0 70 20 30 40 50 60 ?0 80 90 ?001 ---------------------------------------v/ Me maximum allowable EN is ?00. 7he lower the EPI the more efficient the how,-,- PITATMA! MERCK XTRFMANCE RATIM SHM i TEN i-A t 06" low Efficiency h7gh Efficiency SINVI CIR lut 7IN7 AUAIWAU. . . . . . . . . . . . . . . . . . . . .Wable Clear -------..........---x------- INSMAWN. . . . . . . . . . . . . . . . . . ceiling R-polue. . . . . . . . . 7 9. 0 ----. . .- »S __ . » , .__. __ Ifi ! ----A_--------- fi - 1L.'a.1 ae'. o --------------------X/ R-0 R- Floor R-polae. . . . . . . . . 0.0 .................... AD' 10.0 SEER 11. SEEN. . . . . — . . . . . . . . . 7 0. J7t'rd MV SMa"H. . . . . . . . . . . . . . Electric hTAK . . . . . . . . . . . 6.8 /K------------------- AA 7ER HFA MR. . . . . . . . . . . . . . . . 0. Electric EF. . . . . . . . . . . . . . O.: 9(,' /--- ..jar_...__---...----._.-_-_, Gas EF. . . . . . . . . . . . . . 0.00' /------------.........------ 0. Sola{ EF. . . . . . . . . . . . . .. --------------------- O7hFR FEATORES. . . . . . . . . . . . . . 1 certify that these energy saving features required for the Noridd Energy Code have been iostalled in this homev"5t?. A(,/(Ir es s: Flor ,idd Me fir Sail f./,iny Flot ida Wpm blleol',* of t',*'(-iwolunity "I fl" WNW 6VIDE of the EPI rating numM or for any I'TEN listed" d,�,k YU4,1 lor EM 5WA OCA Form 60OA-93 ul f��ofiw 0 10 TO 30 40 50 60 WO 80 90 100 ---------------------------------------0/ allowable EPI is 100. The lower the EPI the more efficient the home 1 TEN HOW PAW tow Efficiency High Elficie0vi, 3ING1 CIR D81 TYNT AUND0146. . . . . . . . . . . . . . . . . . . . .lJouble Clear -------------V------ MOVAUM. . . . . . . . . . . . . . . . . . R-if," R-30' ceiling R-polow. . . . . . . . . 19.0 /---------V----------/ R-O 19-1 /--------------------X/ R.0 -------------------- AIR WNDITION •R.. . . .: . . . . .: .. . . . 10.0 SEEN 7. 0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.6" /X-------------------- Sr37EN. . .. . . 6.45 H511Y i 2. -------------------- WAN-En,? . . .. . . . Electric EF. . . . . . . . . 0. 961�1 ----V--------------- 0. 54 (k 96 0.4 0 61.86) Solar E& ---------------------- 07HER 1"F'. . . . . . . . . . . . . . 1 certify that these energy sdvisg features rtquirt-'a, fol the Floiidi have been installed in this hovs,?- C Florif.rcz i /,f{=!'✓r,3 Coal for Rud ldiog coostTaction - 199..""" i,Itment of Community Affair,, 7!''':*±';�.�``;�t'.7•';?±!'��•.k'.w.�'.5!'.N'.�":1�'.p'.#.3t'.Y':7�.Y'.}!'.}'�';Y 1")!':�"°��`"<1t'.�.�.�9!':N'.?`.'�'1k 9!'.r'.}`'.1�':�'1!'�Y�`�k.1!'.7`.'.}`;�'.#'?`•;r'91".�;":+,r.'t�',t!'�.Y'.;t.�`"k'J�'.;".Y.'w.;!'.Y.'.�'1`:N`..W.'P' M'$'.p.:??'4Y p".�'.*.N'y.'.tr-7!":?'Y4'.#':,+t'k".1t'.�,9"..k h`J+;k-,±.?`':?`,T".Y'-9l'9t'.�'t?".�".V"}k.Y`;t'.)!`.�?"1'!`.;t`�!'�'.�,+Y_9!'.k.Y'.%'9!'.4`':!'.1E S!'.T�'.S!'"!?•.Y!'�':Sf:Y'"'±'.p•.#±!'�'.�•+`':Y.'.3�'S!':9r'.w,r w,r.�, x fYL./i. 1 — 7070 f r`3d. f r`SN,'t RVIONE tL:•r 1 f3tY'N .K 1 pit:%i 7 .•i C>tt'C�Cr f r' ,r•(J T;;g;? -------------------------------------------------------------------------------- 3 W03.0 ? 1,409.00 fr "'fit,! 00 J..LOO 3?F, . , LOO OO fi, 1 5 9. 00, p.9!'P'.+�i?�'"�`�.!".5�'T.x'.rt"�'.�•.x"�t•.K'.rt'.�!•�'rt'N"P':��"'#'�".�'#*.�'7'•"t.P r`�!'.#N•�'±�.y,':K'a".yr.rt.�'�'.�t•p•,k'.)!'.!Y:#'#'�•:T h'.P'�.sr.�•�!'.�:�'k'T!'�'�?'.�!'.�'�'p!'a":a�"„k.�Y' coo BASE vn-� now r':,�•.,�w s��'.��.x'��”y!'n'r.r'.w.�,!`.n.,r';+":�.�•.,r��.n",r:x.,��':��:�.n'r.'.�"M'x•.�t`.�•r�'r�rt x-.�•.a�':r`.�'.n"r�.�':r.'.x'.r.�'.�'w.��•.,r,x'4'.r'"�r'.�'.�'.�'.,�.#•�•.�'.�'.r.�.�.w R,., -8VH7 or- L.1001i ifW", i"7A f a'rYtr iYi.1 f'.. 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MOW / 707AI A10j. 61 A33 ADj GIAM G!u3.±,.., AREA AREA FAC70R POIN73 AVINTS Jr AVIN7.51 --------------------------------------------------------------------------------- . 75 7,236. 00 29.00 2. 341 -83Z 40 -1, 5wsm 90.6.51 NOW MASS------------ AI REA x 6AIF-Vi R- AREA ----------------------------------------------------------------------------- --- AMUS---------------- Ekt 1024. 0 2.2 2232.8 f E,kl, ,Vood /'{ ::em e 1 024. EKt 42. 0 12,. 3 .,5/6 1,-�x 1 hl C: 42. 0 ?2. 30 5 i 6. CMINGS------------- UA 636. 0 1.2 763.2 IIodef` AtLit,. 1, i,J 664.: 0 2. 66" HOOR3--------------- sib ?2. 0 8. 9 640.8 Slab .0 32. 0 18.80 1353.6 MPIURAMN-------....... ,,;','36. 6 4 9146.4 f Met ice 1? 1236. 0 7M 9146.4 TOM WINM TWIN73 707AI A ,:r ME - MUM f 707M 6"4F, 'k 1"'t"?,67 C ' WiN P73 boy 7 MYT3 e?4 TIV boy 7 hV7 boy T POMP", --------------------------------------------------------------------------------- 11, 334. 56 . 55 6,2,45.07 / !Q 042. V7 1.00 1. 0?0 . 500 1.000 6,w. Msmiaiiu" 004. 1 mi" .ti um NOT. Wawa WOO - Ardwe &-I / m 602. 7 t5tn11 ",idts. COMMOO ceiliag X floovs R-17'. ------------------------------------------------------------------------------ L"AlL CU/A 7 10H zoo SME zoo A&M17 no- GIA33---------------- MEN AREA A SOW o TWIN73 71TE SC ORIEN AREA x 31W x SM w FWINF"� --------------------------------------------------------------------------------- cleOl 6,5.8 1914.0 Jr PSI Lit Pk' N 15.0 38. 3 . 95 IV 15.0 38.3 .86 4 9 P. E 29. 00 6,5.8 PSI CIR IF TO M ? Aw 687. 4 m a R E 20.0 W9. 1 .84 1339,i. il" 261. 6110 65.8 1376. 0 Jr PSI CIP N 20.0 ?9. 1 M ---------------------------------------------------------------------------------- FIOOW / TOM GIA33 w AV.7. GIASS AW 014% J GI AS, AREA Ah"t,"A 6"t F.r`tta' P-10hW's POIIH7151 ------------------------------------------------------------------------------ . 15 1,236.00 79.60 2. 341 5y 15W. 4,6*0 1"Al NON CIA19------------ AREA k 63PY POTH?'3 I,fl 1,ilk' AREA x 3Pt"/ -------------------------------------------------------------------------------- A5113---------------- 5",?/„6 Fr.,.ime 17.0 1024. 0 1. 10 1 w 4 0,.lll"�,, r•'...,---. ----- M 42. 0 6. 1 25r3.: 42. 0 6. 10 256.,,,."' CEMM------------- VA 636.0 .6 6* i9.0 U4. 0 1. 10 73T 4 FUMS--------------- 31b 12. 0 -3?10 -2614. 0 Slab-on-Grau? .0 W2. 0 -47. 20 -2966. Wil 7RA TIM--------- 1236. 0 8. 0 MWO MU Me 1236. 0 8. 00 9888. 0, 20, ;W2. 72 J 14,250. 40 707AI 3157EN z WOW 707AI x CAP x ZXY,"?' .N, Sr",t;,TZF�f ,*,� C/ .arrP T�51 I XVIXTS WXPON 04710 SW NOY I h5v 7 XGU7.1"', W; 'LS... ..671 Jr /4,250.40 1.00 1.010 040 1.000 3, 784. 3(; IsMPY! MA TIM 5._.t 7.7 ON eili�.-'�fi;ye,F.",,�.''dlb'',V�"S FOR EACH MUM AMMICE #7 6 6x6. i Y WITH At! MM', TIYA,Tif.)All --------------------------------------------------------------------------------- 6 06. 1 of 0-3'-4 t""t"Y/ per linear Not of t�i" crack (Aclaues glass ()our%'-;+)� ---------------------------------------------------------------------------------- e 1, o 06. H"-xirauit"' "f 0. 5 CFM Per of t.Yoor core, mood panel, i0salatea, or dours ------------------------------------------------------------------------------ EAK-rfor Mats 60617 76 be caulked, or other-. X Crack,,� MiSe Sealed. ------------------------------------------------------------------------------ -- AWACUCE 12 6V6. 1 COM Y P'V!7H 1,-,Vt,A C T16,E #1 A N, 7h6:' F' 1 ,'z7W! ------------------------------------------------------------------------------- Phteriop Walls 606. 1 76P Pidle PetletTMOUS Sealed, Infiltr&1jon barrier S Flow,, installed. 3ole plattlflooi joild, or Seaj,e(i., ------------------------------------------------------------------------------ 640-'St iol W-'tit'ls 650 6. 1 MetraZio"s. joints and cracAs on interior surface A Ceil&91udulked, sealed or gasketeJ t?Cdt,'t.Plro Ff 6001 OuutWrk in unconditioned space most be sealeN 1 ;` 606''. i combusliun air, obars and flu,-, dampers.� ------------------------------------------------------------------------------- Exhaust Fins 610. ? is See 6 6 t65. A. -------------------------------------------------------------------------------- ion 6 u e.5. Combustion space and wdl'-ei hede'iag 'proviaec" r-k,a-1.-.f try with oulside combustion &"fr' t'--xct"ol' vem", ,"q"pY ia ----------------------------------------------------------------------------- - ss 07HER Hr,*,,",3t,,,,,t,t"e",*.,';' (must be wet or exceeded by o"Ll -------------------------------------- -------------------------------------------- Water Heaters, 6 C014,10 with efficiency requirements in Table 017', Switch or clee,,,sly marked circuit breaker QjMric) Cit, Muff egas) east be provided. External or builo, in beat trap required. -------------------------------------------------------------------------------- 6,'2. r and heated MON most have cover, (exympt solar heated). Non-comwercial pooK must have a pomp timer . M spa A poul heaters east have a minimum thermal --------------------------------------------------------------------------------- '612. 1 Met flow must be restrictwd to no more than 3 gal- loon per miout" at 80 MIN --------------------------------------------------------------------------------- Air Vistribution 610, 1 All AM, fittings, mechanical eqvipment and pleo,rA, System.,,> Lhambers shall be mechanically allached, sealed, i"S ulated and installed in accordance with the t.: .1 or Section 610. oucts in UOU00dilioned attics must be insulated to a minimum of R-6. Aft handlers shall Out bw Nalwiled in dttfus unless ,i rd meuhaNual closet., --------------------------------------------------------------------------------- HIAC MUM 60P. 1 accessible manual on datometic thermostat for each system. ------------------------ ----------------------------------- ---------------------- bape; Went of' Ctmiatultily Affairs EFFAVIENCV COW "COfi, 151WI13iiV4,1� ?"WhW 60(,Ao-V Residential 0602e SailaYng Performance Method A NOR AV 1-`eVO_,`k`C7 AIANE.;, Plan 1236 Sq. Ft. ISVIUVER: Kassel Wnstyuctiori ICI 1X4 li"' 10FFIC& Atlantic W120NEV Qj 21,1 3k,l Imam No. co o's;.`,r ou 1',i oo f",/ aciuyl'iva 1. Now ConstrucQuo 2., Single 11mily altached or Maltifdolly attachm", I'Vu i 3.. if Hallif',*#ily No., of uo.Rs 4. if Naltilkwily, is this a worst Cuse (yesloo) 4. A 5. Conditioned floor aea (sq. W 6. PIWOMOW eaVe UVWdOy 7. 50 Porwh overhaag lVayth yt!. � 0 -"Ou "",ypu� Single Pane Wable Pairt, 001 '. Sa.. (".(""",u fi, ei(ts f`Z b. Tioy� �V m: Voldr screen 61". t,". G+.5011 .?, 0 Floor Qpe and insulation: 4. Slab on gradd (R-value, perimeter) Q.X 0. 00Ty.00 f Wall IYlle area and fresula1,"00'. a. Exterior: 2. pood Trame (Insulation R-palue) loa -2 W1. 00, 1024.00sqfl. 71.Cefllay type area and iosulatio"., d. Upoor attic (Insulation R-value) 1 ld.. 06 , 66 4. 6e(e,,, 12.0; distribution systems ". Oucl,`* Y' local.it,w) i2d. R= 6100 uncono' 13.Coo11 84J systow 73. Type: Contra! AIV SEER: 10. 00 14.Heat1"y system. i 4 rkkoo' P*ulko Mate r systeo, W. Qpe: Electric E0 0 l6./,61, Wal,&r t"'rt dits,.,- t"W-Heat 16. "Ve'al Pux/,.y, UWwriltTation practice: i, 2 or 3 is. house Go, RS-Al.tic radiant barrier, WNultizone) 19.EPI (was! not exceed 100 poi"Is) 5W.0:1 a. Total As-Sailt po&L.,, low. 24926. 78 AUTAT ------------------------------------------------------------------------------ ----------------------------------- ---- --------------------------------------- I Htvebs, ceri"'i"Q that the plans a"d Review of the plans and speuificatiom, specifYcalloas covered by Ws calcu- it covered by this calculation jadicate,', alalation gace wilh the comolia"ce with the Florluk Eam yQY x101-.t t.at Energy took. b`e.e'ure Construction is mmplefeu, this buildi"y will be inspected /W 1-`R'EP4VV Uompliarice io wilh 5e.,*,` 01? 1 hereby certQv- thdt bm;)Wy is in complia, with the Fyorid - IF I Oevdrtmeat UJ Qomuoity Affairs t"I'X.I_'5IVI""N.' 6,60i" Fi) ' 60(,`,4-,5'3 Residential Whul"t' Building Plan 1236 Sq. FL I'SUMER: Rosso!#llcz AAII.', 1PERNITMAM", M MA Q 1651"ICE: Atlantic Seatr .'1,91VE.', 13MISVIMON NO. 7. NOw Coostructloie 2. Single WIN aetdched Or HUMMOily atiwched 2. Hui 1 i-Fdaily .5% If -.1, Y vo": of uoiZ"�: 4. if Hallifamily, is this e� wv?"'-;I 5. Conditioned floor area (sq, M ) 5. 1236.00 Q Predominant eave overhang (fj� ) Q 7. 3 0' T. Puyuh overhang length 00 al&la' and Single sloe Double tune a. Clear olass b. Not, file or solar suveea 0.00's d. Slab 00 grade (R-value, perimeferj' MW 0.00 r. 12.00 f! kull area and i"suldhiox- a. Werfor: 2. Alood frame (Insulation Rvdlut.) ;,c "! RM.W, 7074. 00sqfr area and MulalfLT1'1: a. under attic (10salalion R-mlue) uist;rfbtjtfoo d. Ducts (Insulation location) 13. Tyt"'e: og 5,3`"t'teo.-. 14. 66" eN. 15. ?Jpe: WWI,,; W.Hot Abler CrudRs: (I'VR t. 16- A."eaI, P'tniq-') 1111MItYation practice; 1, 2 at 3 21 1,3.Hi",4 hC CI edits CSC F"Wiling ton, co"cross vent, /8. i'l,F-Alhole house barrier. Whult&ooe) 19.EPI (east not eAreed i0o points) 19. &W. 01 a. Wal As-Sailt points / �+5;`_F6 , 7 6 b. Total Base point,` 7M. 2..74M62 --------------------------------------------------------------------------------- ---------------------------------- -------------------------------------------- 1 uert'V-ty c'-'ek" i_ify that W plans and / Review of the plans dod specificatiout, specifications Coveredby this calcu- / covered by this calculation indicates Itiou are in compliance with the compliance with the Florida Ehery Y.V Flotiuk Energy MO. 6"oo'e. 15"efore coosl".1aul"i0o 'e's, this building will be fospected fW PhIpARED comoliance in aucorulace with Seutim TO ceriify in comoliance 'or" J." .If tr BVIIDMV6' OFTYt,`1AK.- 17,4 re IWOW not it Oud &Y AW im WOM4 4N »«2«7z m> U/ WHOM Polo NANM A it Ed. RIGHI-j; i 0' v i job W: Plan 123Z 3q. F& 3-Z-9-5 ill s 0 Ov G 1 3 3 0 N A 3 0 0 N c N N K .1 A 1 0 7 H v a ly H i", i", H H A, A/ A P' e? 4 H i 61 0 R el? J z Q A 1"', 411 z i 0 Al K 3 A' J7£ ""'ouse, a 6 a a a y 2 90 1.0 1.0 0.0 1.0 23.0 30.0 0.0 41, a 4 a a y 2 90 LO 1. 0 0.0 1.0 72. 0 29. 0 24A a 0 n 0 6 A a f 1 y 2 90 1.0 1.0 0. 0 7.0 23.0 30.0 §.K '/i,"".-(I A",-, - , owt i," y 4C'(""'i 10 MUM all faquiveme"Is of hd"neal ruvw job 1: Plan 7236 Sq. Ft., Zone HkViMN' _T: M Ed. Q ---- TR2973 --- Page 7 Ndov, of fioom' klo a e i'lihole 21' Raosilty Fl. <..01 tC I 31 fi'oomi iv its, 23't7. x /-,6,1 F r;_- 41' cwilag6j? / Cono"iL. Opiionle 6.0 S.0 / hed le -----------------------------------------I-----------I--------------------- now OF 159TI HTH / Area / stuh / Area / Stuh EAVVSVWW IhV. lHtg Qly lienythl Hty / C19 Ileogthl My / Cly ---------------------------------------------------- -------------------- 51 Gross {ale 12C/ 3. 4/ KO/ 624/ lost toot 10241 loss / "ry le I It ciposed 10/13CI 2. 31 3/ 0/t fees $,It it Ole toot / $$jw 11 e t:1 e I it se le jet t e I walls and 6, Ole '11 1 t t tr to It le Partitions le 0.01' 0.0/ 011 ease toot toot It jot, /I 1 0&1 1 It 0.Ole, 0.01 Olt SYSS to *$*a Ole sale also / Ifl, le 0.0/ 0.01' Ole tons / less 0/i ease r $sit / ---------------------------------I I--------------------- - ------------------- -i- " ? It le 61 dVlockwt-, Idle '56/-,".�6/ - / 891 24521 less 891 24521 sets eve & Glass IbI •3cl2w, so le Ole Ole **as Ole Ole sale / Doors Hty. /c/ / 0.0/ We / Ole 01 as** Ole Olt Soso Idle / O-Ol' So / 0/ 0/ Veto Ole Ole east r Ir lel / 0.0/ as / Ole 01 also Ole Olt ssss Ijr r R It O-Ol' *1 / Ole 01 sale 1 0/ 01 ease It-------------------------------/--------------------/--------------------le 0,11im."tow's le Wrib 123.01 So/ ease / 79341 841 "as Jr 79341 & Glass NFXWW / 0.01 01 lose / Ole 01 *as* / 0/ le le ESW 112.01 51 ease 1 3551 51 ease / 3551 It Ir Saw / 0.01 01 else 1 Olt Ole also 1 Ole South le 0. 01 0/ sees / 01 01 were / 0/ Holz / 0. 0/ 01 esss / Ole Ole sees / 0/ ------------------------------- --------------------/--------------------le Je S/ 01,hr 0'bor"'> 421 7341 4371 421 1341 4371 It / /b le/of-':' '5 0.4 01 01 Otte Olt 0/ 0., ------------------------------- --------------------1--------------------/ 91 Net IdIMI 3.41 X01 8931 30541 78161 8931 30341 ?8161 / Elposed IbIQVI 2. 31 :1. 31 Ole 01 0/ 01 Olt Ole F 0,11 allo, let/ / 0.0/ 0.0/ Ole 0/ Ole 0/ Olt Ole / Partitions Idle / 0. 0/ 0. 0/ Olt Ole 0/ Ole 01 Olt le le lel / 0.0/ 0.0/ Ole 0/ 0/ Olt Ole 0/ / irl le 0. 0/ 0. 0/ Ole Ole Ole Olt Olt Ole -------------------------------1---------------------1-------------------- JIVI Wilblys lal?601 2.01 2. 31 6641 13371 15131 6641 133?y 1501 1 le 1rGF11601 2,01 2. 31 01 01 Ole 01 0/ 0/ 1clisol •1. 11 1. 9/ Ole Olt Ole Ole Olt 0/ /------------------------------- -I--------------------1--------------------/ /771 Floors Q122,91130.81 0.Ole P21 22161 01 ?21 22161 0/ It /.0/ 0.0/ Ole 0/ Ole Ole Ole ol, 0. 0/ 0. 0/ Olt Ole 0/ Ole Ole 0/ -------------------------------/--------------------/--------------------/ 1121 inIii ll-ralloo a 152, TY13.21 1311 6,;-(e21 J?261 1311 690?1 1126''' 1-------------------------------/--------------------/-------------------- IMISubt.ot Stuh lossz6M . f??f121 S"s / ?66011 *sea 1 Isla / 166961 f" 1741 Duct 81uh 10SS 1 W1 16POI seat 1 7611 16101 at*" 1751 7olal 81wh loss ••- 13114 1 as** / 145.5�661 aIle / else / 183661 lose le /-------------------------------/--- -----------------/--------------------/ 1161 int. Oains: Awople 0 SOO/ 61 sees 1 1800/ 61 loss / /SOO/ QW. & 12001 41 eastI 48001 41 sale / 4SO01' .t �e tts awes Ga i w P 18, 1/21 i6/ two A f", t ' ""/ I �t al t /18/ Duct Wah Gain i -11t't i(� 1191 Wal RSH Gai" - WK trst *nedIJ. rId+ Wddte, 1 IP01 UN Air Xquirwo" ttys 6SOI 6BOI wttf I 6S51 6 8 5 I ,- prWout certified by WN W wi oil inquirroe"Is uf 51"MU Form RIGH03 CA!MY'fir dob h Plan 1236 Sq. M; 3-1-T, A - Wiaivt Willyatioa HTH Calculativwl� ------------------------------------------------------------------------ 7. Water 10fillydQuo MY NO Co.Ft. A 0. 0161 765 CFM 2. winter infiltration Stub 7. 1 A 16.5 i,TYV x 3,5 Winter To 6,"-k1-'? Stub fr 3. Water fariltvation HM 6902 St ah 131 Total Window 52. 1 HTM X Door Area ------------------------------------------------------------------------ 1voceawre 8 - Sommer infiltialloo HTN COCONINO ----------------------------------------------------------------------- 3a/#,,#t.'v CFN 0. 5 ACAVR k Cu.Ft. A 0. 016? 63 CFM 2. Summer 10011wation 6tuh tr 7. 1 x ZYN x !9 Mow TD U26 Stub tr 3. Summer 1WI1.ratioa HTH fr 026 6tuh 731 7ote., ririrh.icTtai /3. Y 'H X Door Area ------------------------------------------------------------------------ bywcedure C - latent infilErdtfoo Gain ---------------------------------------------------------------------- fr 0.68 x 49 yr.dliff. x 83 CFH z L. Stub ----------------------------------------------------------------------- Pvouedwto,' i", - Equipment SINOY loadt; --------------------------------------------------------------------- 1. Sensible Shiag load 1r it e,ws.ible Veotilatioa i ve;a u, 1. ? x 10", rf,7v4.0 ili A 79 Summer 7D 2090 Stub sensible load fur (IfIve 19) a^ MY Stub 541#1 of j*,,t,,ntjlatjoa and Structure iodds Rating and 7emowatwc-e 3*109 A Equipment Shing load - Sensible '06 b'I uh 2. ;.Meat Wioy load latent Ventilation 1 1a(1, t. 0.68 kUtt", ,*Y f; yr.d!U. 3332 Stub Internal -- 230 x 6 AN Woule 7380 Stub fr 1"UM'dtifor? Ivad Proc�p-s(/'we, C 2251 Stub Equipment Siziag load - latent' ?463 Stub ---------------------------------------------------------------------- "Coostructioa Ouslity is: 8 it. of Fireolaces is: J. ;?Th Ed. RIM&K W. ?2 M2913, 1,044,' ANO SfMNARK 3-1-9.5 3820-1 Williamsburg f7arAway Suite i jdcAsoovilh- Fi (900130-01001 AIR e*iV+,",�liYi"+""i,S, 'V6' t"?t;dc/I Zlvd. jacAsoMlle F 1 3.1,11"?i 6 904 j 4 1-2333 job W: Plan 1236 Sq. Ft., Wlhr jdcASoovKjq_fat' Fl 35RAIR 0EMIN Cobol 7100Y,9 Oulsid'e e'll". 94 e.d' F insids oz., TO Deg F P5 Deg F Design To. ";,6 F l'-4"siyo 7i"�. ?9 Dey F Daily Raqyt.-I A" r. RU. Him. 50 49 gy YEA 7,Z*N4,' 7`EN5`181 F' COO!MV EMP 1 OAO 3121 Slug. Heal loss S 4 t ou I I'*i��'e' 080 Mob Ventilation Air 100 f.", H P"',o tila 4io o 2090 810h i,'t-wt Air loss 4180 Rtah Design -3.0 Design Heat, load 1250 ;;SF f)ft i�l.`::t AQ. Data Total Seas kquij;" INFII TRA TION 1 A UNT COO!MO ERUIP 1 OAD 3KI11'rf",' coost Goal a W Fireolaues 0 Inter"al Gafa"""' i'380 Pwatilation 3332 Koh Infiltration 2?51 8%/r Area (sq. rt. ) 1236 123W Tot laleat Quio load W463slob Air Qw,"o load 2530 Koh Equivalent CFH ?65 KJI T 1It INA lc'1 6 lf2611 1'11 GUAI"' N T -�.iF tv T , MAY lenno, Na Avow! 62131-62403 "Yoo'el i H,udtioy lqvul 0 61uh Sensible Coollay 0 stvl( H'&' I'ilty 0 Stub laze"t Cooling 0 Still Tiwqs (J /"' 0 Stall Actwal Mating Fan 685 6TH Hip Air Flow Factor 0, ow fThQtoh Cig Air Flow Factor 0. 043 IWNIMIi a T DEPARTM&NT OF PUBLIC WORM Building aid Z=ing Inspection Mvigion JW19 7, 1934 J-,-r I ICr Holm" Lurnter Cc-f 6550 Roosevelt Bc;j!eva.,c JacksonvTe, Fhorida 32230-1301 R e, Up!lft Connecters instailed in Wali Panels Dear Psrr. -"-,y for fn response to your =--er data,: 1 1994, the SEMCO Anchor (#TPF) - 20 qa!jgf-4 w'th 5 n e 6,a -8d ra�!s each 'de �s good for an Lp)ift value of 4, 559 pounds. if you p!acthe anchors all top and c,-e at t,',,e �oe.cm P'ste at 32 'nches on center, the maxImUM UPiift PGr j 2t 16 rch28 .,r) c.--rter wou,d be 780 pounds or 685 pounds per foct. I approve the Cf tk 'ase anchors at the rranufactuilng part I the inspector can ,nspect the irsidanaJlng top a-d cc~!s-1. P!e-ase c^-rtz,-t rre ;f 1 Cin be of arY 4SSistary , Claude e. sa5*W-p , Cbfef Building & Zonlng lnscwa;:tion Division CEB:bb PrO F I " Tr T? T?Ti7 C; j a C F Uvj Building and Zoning Mew AREA CODE 934 1220 2. SAY STREET I JACKSCNVJLLE-, FLCAk0A 322023401 06-08—V394 02:1 E3PM 9046302767 P.e: 4 10-05-1994 12:36PM FROM HLC:F'PLH,WALL-PRH,SPECL TO 7300700 P.04 7434748 DOLE KELLEY ENGR. 578 P01 AN 03 194 12:17 So�tJi�eaatsr»Mstetlls Mwrt�atur� Cd.. Iua 1 i"l Mdoby Drive 0 P-a fta 2047 Joebewvli(e.F3orNa sale i(i0WIAM FL WATB 0 IM074-MM MAY.WA7s•(904)7$7.4no June 2, 1994 A nVINATg Ko SILL ANGIIOR IN LIEU OR A&aHgftaOLTS ANCHOR BOLT WASHER UPLIFT LOADS ARE BASED ON THE BE RING CAPACITY OF NO.2 SOUTHERN YELLOW PINE, COMPRESSION PE PENDICULAR TO GRAIN 866{PSI) ASS.UMPT/ON: 2"SQUARE WASHER 4.00 9110 HOLE (^ 3,120� SO, INCHES W.��{� PINE BEARING X Q INCH 1762.80# DUPATION FACTOR 2bW 4'ON CENTER PRESCFNPTIVE SPACING 4'0.C. Q 5ff#A,F MODEL #PA3 MUD SILL ANCHOR PUBLISHED UPLIFT CAPACITY ice= 9.97 OR 586W 2'O.0 PLA EMENT TO EQUAL 8OLT& WASHER CAPACITY THE MUD SILL ANCHOR PLACED 2'ON CENTER IS EQUAL TO AN ANCHOR BOL WITTY A 2"WASHER, 4'ON CENTER, INSTALLED AS SPECIFIED ABO E. err. .�, •.. T,; 7R Gr Z ,a* PPD •w..� �.r', • P 06-03x-1994 01 PM 9046967542 03-13-1995 01.1ePM FROM HLC:F'PLA,WALL-PAN,SPECL TO 7300700 P.03 t} w_[ ry $ 5:��: "-r�--'•'��i' ;`r= r,=�- :lackso vIt[ incus ts v35, e�,.als> 00 "'` •�� SPECSr 737-7327 :rr MIaml: at TechntcalSup )ort{800)ySE;� ) . FENCE BRACKET Design Features: These brackets let you position fence nails without nailing the rail to the post. / Materials:_ 20 gauge galvanized steel W Di E?RpDUCT N!>;W69 PER SIZE -� GAUGEi �_ H� 0 N t: ?� •1 it 1X4 FBJFXI4 20 13!16 3 5o •fit: : .•, "�'a� H f r'VA FBJ =s=- TOP PLATE ANCHOR rt: Design Features'. A fast, economical tie to secure top plates to wall studs. �• `� Materials: 20 gauge galvanized steel H Loads: 240 1559 lbs. DIMENSfOhtS PER `;y ';w.;; IJumber of Fastenersr,�. SIZE PRODUCT GAUGE FASTENERS F{, CTN. 2X4 TPP4 20 36/8 1 7114 1100 6d 240 480 720 860 1200 1440 i vz• .2X6 .TPP6 } % 20 55/8, ,:"�;T ' 100'. 8d -�� .320 fi40„ °60 1280 .1559 .1559 TPP ZX8 TPP8 20 7 518 1 8314 1100 10d 387 774 1161 1548 1559 1559 TPP8i2 ;". •' 20-`= '`7 518 : 1:;X:12'; 100' INSTALLATION: Use all specified fasienem in schedule to achieve values indcafed, SEE GENERAL NOTES: CODE COMPLIANCE: S.s.C.C,i. 89166,METRO DADE COUNTY REPORT 991.0702.9,X191.0830.8 �I J: ,; `� •M Design Features: • Use to splice butt joints of plywood soffit sytems. "'•� Material: Aluminum extrusion PRODUCT ''" '`�" PER .•�, SIZE. OESCRJPTION CTN 3!0'X12' HWAL ^;Alvnumvm 50 �'`'� t� � • 7liB'Xt2' .`�KM.i�klT:�' ;�:Alumutum':•= X50;;: �s+�sb�/�' ,rte•'`�,.�''. HMJ 40 � 03-13-1995 01:22PM FROM HLC:F'PLA,WALL—PAN,SPECL TO 7300700 P.07 a m J 1U W o a 6 N Y ' I-K—,.f7/t-b.6 TE a , m !, I Iro N = m v 0; m m ru N N a EZ Q .ti I N d3 v i fi Q N Q c 1-01 .01 o ►E-.,d/t-Ot , tE --„e/1-z.Et in in Z „b/6-8,9 w w cc TOTAL 4AL>12'0' 4 45L>12 0 4050SH 4 4050SH 4 47L>0'0' 46L>12'O" 49L>15'0-1/2" 50L>12'O" W 51L>12'0• 6 52L>11"8-1/2" I-1 53N 5'0-3/4' W 20 INT 20 INT 5411 12*0-3/4' F- r 56M 5'0-3/A• lD MG 57N 12.0-3/A- NC z z SBL>t2'0• H H 59M 9'2-3/A' Q 0 O o q 60N 810• N Cu 6tN B'0' .• 62N 9'2-3/4' RJ 63N 6'0' G 6AN 11'10-1/2" 65N 12'2-1/2' 3 65H 10'6-3/A' 67N 3'10' 66N 2'0-3/4' 69N 5'0-3/4' ,ZJ s70N 12'10-3/4' O 0 71M 8'6-1/2' 3 26 I NT 26 INT 72L>12'0" 73L>B'O' _ 7AN 3'0-1/2' r 75L>12'0' (7 6 1 z z 9 4 76N 3'0-t/2' 77N 7'tO-1/2' 78N 12'0• N N 79N 12.2-112' r SON 10'6-3/4' D BIN 3'5-1/2' .. _ = 62H 2'4-1/4' In (n 83N 5'0-3/4' D p 84N 12'10-3/A• r L 85N 8'6-1/2'L 15 8-FOOT WALL r fi3 D N is 6—ML6 WALL > is Bearing - (Bundle.Pagel (Jj 7 80 m m 20 INT 20 INT n 40BF ` 40BF r 1-4 z26 3/4 25 3/4 � o w cA N N 7 1 6 8 20 INT 20 INT 44 7v LL lar 9 CA CD m m O O m v v � m SOOSKAS1 01236A 3 BEDROOM DUPLEX � 4050SH 4050SH KAs EL CONST. DMFS LUMBER cDlp4NY (?� (6 Level: 2nd Floor PANEL 03-13-1995 01:21PM FROM HLC:F'PLA,WRLL—PAN,SPECL TO 7300700 P.05 m W J S � Q � yU� N ' t � Y • I O M . N mj N� cc N ' v v r. I N I.PA-0ti,0z N tt v wi—B, OE I sa zr •b/r-e,sr � \ . I � N I , N N � w Q C p I I � Q c N „b/r-8,213 `v ? �+ w � u4/r-7O,GE } Ir. w 2L>12'0' 3L>1Q'Q' 3030SH 6 5 4 3030SH 5L>96 of+2 7L>t2'0' W n J\ z"" 30 SYP 30 SYP 9L>9 8-1/2' i0 2-5-3/A- I /4'IIN 8.2' W 30 TNT 30 INT 12 >9.3• 1i h-9'3-7/6' 13 >12'0' h=9.3-7/B' 11 30 IAL>611-1/2' m 3 15L>tQ'6-i/4' � t6L>3'0-1/2' 17L>2'3-!/2' N 7 10 3'0-1/2' zON6'0-1/2 21N it: 22N t T� 23N 2'10-1/A' �J 1 r28 24N it- 025N II"30co 30co 26 >12.0" 28 INT 27L>t2•Q•2BL>12n'a"29N 2'10-1/4" 130N 7'10-1/2' 3iL>6'8-!/2' �33L>3'4"34L>i'8-1/2"N35 3'0-1/2' 34 h=7 6L>14'3-3/A- ]] C) p Ill 36L>14'3-3/4" r 1n O 37N 6'0-1/2' Ou m i8 39N 11" � 40M 2'10-I/A' Z ASN 11' 42N it' (.rl 2 43L>11'6-1/2' D 20 2 41 4 3 L is B-FOOT WALL n g 2 N i3 S'-NLS WALL r- > is Searing 1 is > 3-1/2' (bundle,Page) AO 3 1 3 3 O i 9 W m CD 6� 4050SH 30 EXT 30 EXT 4050SH 5005KAS1 *1236A 3 SEDFPOOM DUPLEX � r( HOLME5 LUMBER COMPANY KASSEL CONST. (M) Level: 1st Floor PANEL 13 Mar 1995 1i:41:!i Scale 3/!6 r Wv � gull sing and Zoning r F" 2, v i4.w �..:}�.,s�f w,{i,.�i 4in./d!a^ riz mob, `t5 "��A ♦ e � Ir wi r rr , w F� TUIHL P.04 ` LT-13-1995 01:18PP1 FF,'OM HLC::P F LHa IAHLL-PAH. 0700 ISFEt�:L TO �O ?a �.' .�a ,• Y. F". 03 I no Jackso vliie`� o Id `� 8 r ,y _ : outhecrsern=Metals- Y?-. atio got Aire TechnIg Supp ( •w)�. �`; �Miami wats,(800.6„40;4s8t oft 800 SE•SPECS'(737-7327) - ..z . .� ��.�;..�.....` !Maar..,. FENCE BRACKET Design Features: These brackets let you position fence nails without nailing the rail to the post. Materials: 20 gauge galvanized steel W j PRODUCT GAUGE DINlENSIOTiS: pR SIZE .r `' :a0H N. 1X4' FBJFXI4 20 13116 3 so' 80'< : li 3'c 100 21 9 FSJ TOP PLATE ANCHOR Design Features: A fast, economical fie to secure top plates to wail studs. v i Materials: 20 gauge galvanized steel 2 H Loads: 210- 1559 lbs. << t PRODUCT DIh1ENStONS PE`R _ NuRlber at Fasteners �r, SIZE GAUGE FASTENERS 12 Wig; CODE 4'>' CTN 2 2X4 TPP4 1 20 '1 3 6,"8 7114 100 6d' ^t 240 480 1726 1 964 1120011440 n• :2X6,. . '.TPPB '= 20: 05'8; Sd;:,r1280 1559 1554 TPP 1X8 T?P8 20 7 5/8 1 8 3r4 1100 -1 d 387 1 774 1116111548 1155911559 2X8.. :.-TP?812 20 7518 Y:12. 100 INSTALLATION: use Zit specified fasteners in schedule to achieve values indicated. SEE GENERAL NOTES: 1,2,3,6,10 CODE GOMPLtANCE: S.B.C.C,r. 4-9166,METRO OADE COUNTY REPORT 991.0702.9,#91-0830.8 111! I i! H - MOLDING Design Features: • Use to splice butt joints of plywood soffit sytems. ,r Material: Aluminum extrusion rpt- S12E PRODUCT DESCRIPTIOtJ F CTN 318'XiT MAL Aluminum s0 �`' ''` • 7/18'X72 'RMX7; 'AfAAU'm HMJ -- 40 ti II 9'4-1 `4" --� �' 2 4-1,r 4' i 13 2-1/4"— 31 10 k�. i r y 30 f0-1I4"----1" u � 1 /4M 7'0-1/4" to 7'0-1/4"- dG' 10 4' 1 i to I �, .D a; i � m .. 160 10 1/4" � I w e F If s i z � z 7 � f m i ( I I Lc1'd OOLOOIZ Wd C4 s. 4 OF.0 SH 4050SH 20 INT 0 INT T + -111�1 1� MO tmc i —N -.�o,l" -N -/4' l-1ILI -(55)' li i N V4, lu 13 C cl GA� 1 10- IL .4 ft 2ON 12 10-3/4 26 i 26 INI 73, �7 7U IT, 2 C, T NT 400F 406f 6 3/4 Lp Pi 76 Y I C !NT Its T J. J83 —77—7 -n 1,7V7 , H.FflrCilM OUPLEY 4053SH -1050SH 3116 07-11 -71-1995 X11:21RM Fl 011 HLC :F':'LH.IJNLL-FHhI.:z"PEC:L ?0 7300700 F.'=15 JJtt{{ i 4 i i i I : IT i ; _ t i r i i l I i ' ,n ,z .' I 30a]SH 36 - -- -�� 30 305H 4i e v F s 30 SYFId ' K INT 3 0 - 2�•1 jj --r-.---•-1 - .. r r.-� 3-71 d' UD i.D 01 JW Q•7.4. `i 2bN 6.0-1/2' -TT X24; (} <i`5 ,s cf?.•�,, Q��; �, �: �+" D_ f� -7, ° r 1 y a ✓ _? ,. i-- - IIi_i 4 I r f t �1 4! { —i � t t iJ I G1 { 30 EX' 30 EXT rZ 4G5v`1 -1 i_ :r-n OUR A rt c' PANEL r SLdlm 3/16