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470 Orchid St (vault) f o a 1-70 ADDRESS �- �✓��"� �'' ` �� BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP - y- INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY G Z`/ ELECTRICAL PERMIT # C� 7 INSPECTIONS ROUGH ; FINAL - 7- MECHANICAL PERMIT # 13732-- PLUMBING PERMIT # NOTES : 7 CITY OF ATLANTIC BEACH s y 800 SEMINOLE ROAD _ ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ':'-•J1�'S fir`'' Application Number . . . . . 04-00027830 Date 4/13/04 Property Address . . . . . . 470 ORCHID ST Tenant nbr, name . . . . . . REPL WINDOWS/ENTRY DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6354 Owner Contractor ------------------------ ------------------------ DOBSON, WALTER SEARS HOME IMPROVEMENT 470 ORCHID ST. P.O. BOX 522290 ATLANTIC BEACH FL 32233 LONGWOOD FL 32252 (904) 241-8016 (407) 767-0990 ----------------------------- ----------------------------------------------- . Permit . . . . . . BUILDING PERMIT Additional desc . . WINDOWS INSTALLED W/OUT PERMIT Permit Fee . . . . 195 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 6354 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 195 . 00 195 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 195 . 00 195 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDIN OFMAL PREPARED 3/16/04 , 13 : 28 : 07 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L - --- ----- ------------------------ -------------------------- -------------- APPLICATION NUMBER: 04-00027830 4 0 ORCHID ST FEE DESCRIPTION AMO DUE ------------------------------- -------- ----- --- - ------------------- PLAN CHECK FEES 32 . 50 ~ BUILDING PERMIT 65 . 00 TOTAL DUE 97 . 50 Please present this receipt to the cashier with full payment . c� CITY OF ATLANTIC BEACH Ford L. BUILDING/ ZONING DEPARTMENT S. Doerr ggins 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax ! r PLAN REVIEW COMMENTS Permit Application # Property Address: y a ORGt-I t ID Applicant: S T�OI�-I�ZM`�R -C�cA-��` Project: l.. tr.�t"7ow + This permit application has been: Approved e and the f ' ems need attention: Please re-submit your application when these items have been completed. Reviewed By: C-.f.;. Date: 31& �a�� x CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS AND jaw GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Date: 24 2004 Job Address: —1 0 © ch( (,t, S 322373 Owner's Name: Y\V' 4— 1)o&,Y)n p/� Address:47D 0Y-Lh*C,� CS Phone: 5tA. 24� 1 'U(,,, 1 C Legal Description: Block Number: 'I Lot Number: Zoning ,District: Contractor: iS �e Number: Ca � ` Qq Address:(' , '/ Phone: �� City: ac!l 4ynu0 �( State: Zip: Fax: �)(A- 41U01 01 Describe proposed use and work to be done: \/I(1 j vlW� 4 Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required?_W If yes, please submit with this application. Building Data: Mean Roof Height � g O � (ft) Building Width s6 (ft) Building Length (ft) �• All Roof Slope 41-1 *Window Elevation from Grade114,e (ft) Window Height (ft) Window Width -36 (ft) Measurement from corner of building to window r (ft) S 0 4 S h ! 4 a 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page i Revised 1/27/03 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type b. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. (/1✓ Signature of Owner: A� ( Date: Zr I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true an correct and that the plans and supporting data have been or shall be provided as required Signature of Contractor: _—L`— - Date: Z4- Address and contact information of person to receive all correspondence regarding this application (please print). Name: IeIA r0r(fe,4'_ A � Mailing Address: �72.�� ' `" Telephone:> 1M '4-7o 01 ( Fax: ( -- O- b 114 E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of ,200ZA . State of Florida,County of Duval yp��h� Dave N. Griffin Notary's Signature:S4--i j °���,Commission#DD 068947 pie: Expires Oct 31, zoos ❑ Personally known "i;:•....%'4� Boned 3 i„u pati-tic Bonding Ca, Im 2 roduced identification Type of identification produced J AS TO CONTRACTOR: Sworn to and subscribed before me this day of �� ,206(l. State of Florida, County of Duval Notary's Signature: ,�ti•� r���,,, Dave N. Griffin r i Commission#DD 068947 personally known =`:''• ;qa• Expires Oct 31,2005 Bonded Tlu„ ❑ Produced identification Atlantic Bondin Ca Inc g � Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/27/03 Rte , 1,6;i. Page 2143 1 This instrument Prepared by: Name: SEARS HOME IMPROVEMENT PRODUCTS,INC rA'w' P.O.BOX 522290 MIN. RETURN '\ LONGWOOD, FL 32752-2290 > v 1-407-767-8011 PHONE# YC� NOTICE OF COMMENCEMENT �( State: on da, SICCounty: a 2�r4 fa2005 4 i r v men wil ook: 1161 THE UNDERSIGNED hereby gives notice that mp o e t 2103 ale: be made to certain real property, and in accordance witlPi ed & Recorded Chapter 713, Florida Statutes, the following information is dIM02//24/2004 02:32:25 PN FULLER provided in this notice of Commencement, CLERK CIRCUIT COURT a Dig. AL COUNTY '^ RECORDING f h 5.00 1. Description of property: (legal description of TRUST FUND $ 1.00 propert and eets availab ) h A+1&4g7b� -Beaji Sec, H Lot 'Z 91 h i to js2. Genera P P description of improvements: I() I `� 3. Owner information J �Y a. Name and address: V� '��•R��Uh b. Interest in property: C. Name and address of fee simple titleholder(if other than owner): Contractor: (name and address) �'J'` ��'15��5��'` f�£.. �-��Li�//�r4` ` SEARS HOME IMPROVEMENT PRODUCTS,INC. P.O.BOX 522290,LONGWOOD,FL 32752-2290 1-800-222-5030 5. Surety a. Name and address: NA b. Amount of bond $ 6. Lender:(name&address) NA 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7,Florida Statutes: (name and address) 8. In addition to himself,Owner designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: (name and address) 0 ABOVE NAMED CONTRACTOR 9. Expiration date of Notice of Commencement(the expiration date is 1 year from the date of recording unless vAa Brent to �sp/ecified) �.,. Gn, lvv.. (Signature of Owner) f} i�J 1 Drivers License#: !� 42z)- X7 Owner's Name: '�� � V-0 12� Owner's Address: / �, � h (e) S� All information must be typed or printed legibly to comply with recording requirements. STATE OF FLORIDA --D. } COUNTY OF �[ The foregoing instrument was acknowledged before me this o by who is personally known to me or has produced lel. Dr,'ver-5 k t COWS as identification and who did (did take an oath. ignature of person taking acknowledgement) (Name of officer taking acknowledgement-typed,printed or stamped) (Title or rank) •ifMMtM Mtts...... (Serial number,if any) M9 - Rev. 07/02 Offer Code: S mcwm Picoxcm WINDOW PROPOSAL WORKSHEET Date: -ll Phone: 94H- IM 6 Office Loc.and#: l�jCgCJ Z�fl-5-S�S" Customer: t�yc l ip-r 1 ah} ;Vn Sales Rep: 6, Ae-54 li"00A >4 City: 4n if,c ki e-k 3e 33 Job No./Lead No.: 351 6 f 33 WD HT WD HT WD HT ENTER WIDTH&HEIGHT # 5' XS # X 1 # 1 X FOR EACH UNIT TO BE # X # X # X REPLACED AND ENTER CORRESPONDING NUMBER WD RIGHT HT BACK # 36 X WD LEFT 3. #— X HT #— X # 34xChlr,' #— X #_ X c f"- � #— X # X # X # X #— X MODEL #— X _ PD Patio Door • DH Double Hun 21-13 Two-Lite Roller Series 7©(JQ FRONT EV Three-Lite Roller PW Picture WD HT WD HT WD HT SH Single Hun # d ?, X S # X 1 # 1 1 X I 1 LR Single Slider # X I # X 1 # 1 1 X I CR Casement Right For second story-use additional worksheet CL Casement Left ITEM MODEL COLOR U.I. GLASS SCREEN GRID TEMP/OBS $AMOUNT AWN Awning HOP Hopper 1 ti Wl1i k' e 107- -ail kO 14 e 1671 GW Garden Window 2 ll rr 95 s. i' ri 4V )0 7 BAY Ba 3 104 A/ 1071 BOW Bow 4 !P 4 << ,r 7 COLOR: 5 White Tan 6 LWG Light Wood rain DWG Dark Wood rain 8 GLASS: 9 CLE Clear 10 Hy-Lite Block 11 E2 Low E/S uare 12 GRAY Gray Tint 13 BRZ Bronze 14 OBS Obscure 15 OBSBOT Obs. Bottom KEEP Kee safe 1 5 TEMP Tempered 17 GRIDS: 18 CF Colonial Full Total$ CT Colonial To Detail additional labor and charges: DF Diamond Full DT Diamond To SCULP Sculptured PER Perimeter PRA Prairee SPECIAL INSTRUCTIONS: SCREENS: FULL OR HALF ALUM. *Bays/Bows:Specify window type(ie,casement DH,etc.) 2%Travel MISCELLANEOUS N Q MULL Mullions VOLUME SAVINGS Auditing Manager CAP Cap Facing RETAIL DISCOUNT r $1,500.000-$2$2,,499.00 5% $2,500.00-$12,999.00 10% Volume Savings . % ($ >3CJ ) $13,000-$22,999.00 15% $23,000.00-$27,999.00 20% SUB TOTAL ($ 11 $28,000.00&Up 25% ld Other ewlaxe 0t5c. ($ q'77 ) OFFICE USE ONLY I RATE: �3� I.V.D. (Coupon) ($ d� I ) SALES MANAGER APPROVAL TOTAL EI-B Rev.06/03 """Apr 19 M2= Rvr• ly 'I OU II :.UA.M _. 5-IMUNI ON NUCi No:8707 P 1/14 AAMA/NWWDA 101/l.S.2-97 TEST REPORT SUMMARY Rendered. to: S1MONTON WINDOW'S SERIESf-MODEL: 75-75 TYPE: PVC Double Hung Windows, (with A2 Reinforcement and Slotted Cavity Plugs) Results Title of Test Test S ecimen#1 Test S ectmen#2 Test Specimen #I_ Ratio - H- C25 56 x 84 H-LC35 52 x 71 If-LC55* 36 x 72 __QX&Wl Desi -Pressure 25 psf 35 psf 55 psf Operating-Force 34 lbs rnax. N/A N/A Air MItration <0.08 cfnV NIA N/A Water Resistance 5.25 psf N/A 8.25 2g Structural Test Pressure 37.5 psf 52.5 psf 82.5 psf Deglazing Passed N/A N/,A, Forced TAResistance Passed N/A N/A Reference should be made to Report No.05-30308.01 for cozmplefe test specunen description and data. For ARCHITECTURAL TESTING, INC. Lynn George,Project Manager �.G:xrlb - AP r . 19• '19U2-11 :38AM 51 MON ION PDC—'---'� No•8707 P• 7/14 05-3030901 Page 6 of T Fest Resui<ts: Paragraph Title of Test- Test Method Results Allow Test Specimen #I-.- H-LC25 56 x 84 (Continued) 'Forced Entry Resistance per AAMA 1302.5-76. . Test A No entry NO entry Test B. No-entry No entry, Test C No entry No entry. Test D No entry.: __-No entry. Test E No entry, No,entry. Test F No entry, No;entry Test G No entry No entry Optional Performance 4..3 Water Resistance per ASTM E 547 (with and without screen). WTP= 5.25 psf No leakage No leafage""' 'Fest Specimen#2: H.-LC3,5 52 x 71 QV44MV Performance - 4.4.2 Uniform Load Structural per ASTM E 330 - (Measurements reported were taken on the exterior meeting rail) @ 52.5 psf(positive) 0.092" 0.192'.m @ 52.5 psf(negative) 0-1.22." 0.192" max. Test Specimen#3: H-L•C55* 36 x 72 M6nil Perforrnarlce 4.3 Water Resistance per ASTM E 547 (with and without screen) WTP=8.25 psf No leafage No leakage 4.4.2 Uniform Load Structural per ASTM E 330 .. (Measurements reported were taken on the exterior meeting rail) 82.5 psf(positive) 0.047" 0.127" max. @ 82.5 psf(negative) '0.033" 0.1.27" max. APr . 19 20D2, 11 :38AM 'SIMONTON PDC- No-8707 P 6/14 05-3030801 Pagc 5 of 7 Fest Results: Paragraph Title of Test -Test Method Results Allowed Test Specimen;#I: H-LC25 56 x 84' (Continued) 2.1.2 Air Infiltration per ASTM E.283 @ 1.57 psf(25 mph) 0..08 cfhlt f� 0.3 cfmfftz max. Note #I: The tested specimen meets the performance levels 'specified in A"A/NWWDA. 101/19. Z-97 for air infiltration.. 2..1.3 Water Resistance per:ASTM'B 5.47. (with'and without screen) WTP=3 75 psf No leakage. No leakage 2.1.4.2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting rail) @ 37.5 psf(,positive) 0.101" 0 207'max.. @ 37..5 psf(negative) 0.141" 0.207'max;-- 2.2.1.6.2 Deglazing Test per ASTM E 987 Top Sada In operating direction at 70 lbs Lift rail 0.125"/25% 0.500"/1000A Meeting rail 0.060"/12% 0.500"/1Q0° In remaining direction at 50 lbs Left stile 0.060"/6% 0.500"/100% Right stile 0.060"/6% 0.50011/100% low— Bottom Sash . In operating direction at-70 lbs Lift rail 0.12'5"/6% 0.500"/100% Meeting rail 0.060"/12% 0.50011/100% Jn remaining direction at 50 lbs Left stile 0.06011/12% 0.500"/100% Right stile 0..060"/12% 0.500"/100% 2.1.7 Welded Coiner Test Meets as stated Meets as stated Apr . 19 2002' 11 :37AM SIMONTON PDC No-8707 P. 5/14 05-30308.01 . � Page,4 of 7 Test Specimen Description: (Continued( Drainage. Desgtpti Q11gifitY Location l-1/l6'.'wide by 1/8" Will 2' Exterior face,of sill, weephole(with flap) one 3-1/16" it from each end. 1-1/16"wide by 3/16" deep 2 Sill/jamb intersection., one at weephole(with slatted each end- cavity-plugs) 1"wide by 3/16" high 2 Sill intermediate leg weepslot. 3/16" diameter hole . 4 Bottom rail-and exterior interlock rail, one 3/4" from each end Reinforcement, (Simonton Code A2) The lock rail, contained a hollow rectangular shaped, extruded aluminum reinforcement measuring 0.989" x 0.796" x 0.062" (referenice drawing #60074). The keeper rail, contained a hollow custom shaped,: extruded aluminum reinforcement measuring 0747" x 0.488"x 0.060" (reference drawing#58.167). Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fur construction lumber and secured with four 98 wood screws, one at the top and bottom each Jamb(embedded 1-1/2" into"the wooden test buck).. The unit was sealed at the 140 ar and exterior perimeter with a silicone caulking, with the-exception of an approximate 6 void at each ulterior sill comer. Test Results.- The results are tabulated-as,follows 1''mwavh Title of Test-Test Method Result§ Allowed Test SpecinteJa#X: (H-LC25 56 x 84) 2.2.1..6.1 Operating Force Opening 25 lbs 35 lbs marc. CIosing 28'lbs 35 lbs max. Bottom Sash. Opening 34 lbs 35 lbs max. Closing 28 lbs 35 lbs max.. W - 19. 2002 11 :37AM SIMONTON PDC No-8707 - P. '4/14 *, 05-3030801 Page 3 of 7 Test Specimen Description: Weatherstripping: (Continued) Descripti Ouanti Location 0,.187",backed by 0:250" 3 Rows Top sash stiles high pile with center fin .0.187"backed by.0:3.4.0" 1 Row Exterior of bottom,sash`stiles,. high pile with center fin and exterior of keeper rail 7/16 diameter,.offset,vinyl 1 Row Bettom,rail jacket/hollow'foam-filled bulb, with semi-rigid exterior leaf 0.187" backed C,fold 1 Row Bottom rail vinyl jackei/foarn-filled leaf' 0.187 backed 0.250"high l Row Head adapter _ vinyl}•acketlfoaM fined bulb 0.187" backed 0.250"high 2 Rows Top rail, vinyl jacket/foam filled bulb Frame"'Constructiow The PVC f- Me was constructed using mitered and welded corner construction. A PVC snap-in adapter was located at,the head. Sash Construction: The PVC sash were assembled. utilizing- nattered and weldtd:*9mer construction. Screen Construction: The screen was constructed with extruded aluminum. The comers, were square cut and secured using plastic coiner keys. The fiberglass mesh screen cloth was held-3n-place with a flexible,vinyl spline.. Hardware: Description Ouanfi L9gation Metal cam lock and keeper 2 Lock rail, 8" in from.each end with adjacent keepers on the exterior rail. Plastic tiltiatch 4 Top corners of each sash Metal pivot bar 4 Bottom corners of each sash Constant force'balance system 4 Two per jamb, three coils per balance Apr- 19. 20U2 11 :37AM SIMONTON PDC ) No.6107 P • 3/14 *► 05-30308.01 . Page 2 of 7 Test Specimen Description: (Continued) Test Specimen #2: H-LC35 52 x 71 Overall Size: 4'4"wide by 5' 11`high Too••Sash Size: 3' 11-3/4" wide,by2•' 10-5/8" high Bottom Sash Size: 4'•03/4"Vide:by 2' 11-5/8 high Screen Size: 3' 11-13/16"wide by 2' 10-7/8"high Test,Snecimga#3: H-LC5.5•* 36 x 72 Overall Size= 3`0" wide by 6' 01"high Top Sasb Size; 2' 7-1./4'! wide by 2' 10-3/16"high Bottom Sash.Size: -2' 8-3/4" wide by 2' 11-1/8 high Screen Size: 2' 7-11/16"'wide by 2' 11-5/8" high: The following descriptions apply to all specimens. tz: 'Finish. ,All vinyl was white, Glazing. Details_ The sash were exterior glazed with 3/4" thick, sealed insulating glass fabricated from two sheets of•3/32" thick annealed glass and a steel spacer system. 'glass was set onto a double-sided adhesive tape and secured,with dual durorneter snap-in vinyl glazing beads. Weatherstripping: Description Quantit Location 0.187"backed by 0.210." 1 Row Sill _ high pile with center fin 0.187"backed by 0.,250" 1 Row Lock rail, keeper rail, and top rail high pile with center fin 0,187"backed by 0.250" 2 Rows .Bottom sash stiles high pile with center fin MOM Simonton Single Hung or Double Hung Vinyl Window is pyF2ar! N061( ar cr : Single up to 52'x 71" Z 2.25' 1' x 2" m to nN PRESSURE RATING: Anchors: Positive 50.0 PSF Negative 50.0 PSF MASONRY LINTEL � � FURRING c et Windows; Design Pressure Ratings Vary; See N ► DRYWALL p �;; YxY m CorrespondingTest Re Report Dade NOA ��� �N or Florldo, P.E. Evaluotion. :;•V �� .< ?!.• 1 1'x 6' oto 1_ USABLE CONFIRMATION& X 0 ,`'• ' 3'x 3/16'7APCON U oi"`t X X STUCCO n :« ?i TYPE ANCHOR V w O ,CFRaI DESCRIPTION: The head and side jambs aro PVC extruded by SILICONE v oo N ~•• O a a Simonton Windows. The wall thickness through DRYWALL -�•- which the;anchor screw penetrates in the head 1•x g• 1 `r' ' and side jambs i��0.070 "•�` G HEADER JAMB 3"xYK ANC' ORCON e ` 6" b !. . A• 1.25" MIN. EMB. •.•� SL/CONE o HEAD JAMB ''•. CAULK t t j E u STUCCO 4 w -cc �' ` st' aW&Tlr-AL 0- � kl .J 'Q a1 :I: SLWNE INTERIOR CAULK SILICONE CAULK LU t'• n SASH TRACK Z �- ST= INSIDE STOOL 0 Ir Z Z SHIM U O O LL R4L W W Z MASONRY 1"x 2' FURRING W 3 - 1SILL •, '.A DRYWALL to J O Cr 0 EXTERIOR '.'•�`• .e+" V SASH TRACK �— 2 m O 2--- 7.625' ---� HOOKABOO LEG SHOWNgill O IN CRM SECTIO , x LU WOPTIONAL CARIBN LEG 2 C� t EXTENSION DETAILED. V C; Z QLL-1 N .•';,�^. as �suxtiNo ';i,' ®13.684.3837 110IE t. This installation hos been evaluated for use in keatioaa adhering to the Florida Buik6ng.'Cods 'r••.' and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DAM4/12/02 �t•_ a r •:i'. and Other Structures do not exceed the design pressure noting) listed herein. SCALE. N.T.S. •"? "� ' 3 r 2 For Installations whore the sub-Duck is baa than 1-1/2' (FBG section 1767.4.4 Anchorage Methods DWG. BY. W'LN' and sub-sections 1707.4.4.1 and 1707.4.4.7) Topcon type concrete anchors must be used and the CHK. BY. R.W. _ DRAWING Na.: 52.0" MAX. OVERALL FRAME WIDTH length must be such that a minimum 1-1/4'.engagement of,the Tapson into the masonry wall is obtained. S-101 srezr 1 of 1 �►, 05-3030801 Page 7 of'7 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using- the designated test methods and•they.indicate compliance with the performance requirements of'the above referenced specification.. This report does not constitute certification of this product, which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC: s�2_ w 4, 4nn George Scott,A. Warner Project=Manager EXecu. ive vice President LG:nlb 05-30308.01 i lilil�ill!111l1U11111�Ii111!!I!!l 1ii1111�i111]1IN1111111�11 i I!f � lead Number: 3540433 rou : 06C Rescission bats; Appointment; Wednesday, February 11,2004 at 6:OOpm February 14,2004 Name, M.INIWAi.TER DOBSON, Spouse LEA Subdiv Address 470 ORCHID 5T "RT.,.._. Home Ph: (904) 241-8016 A LANTIC BEACH, FL. 3-344 Bus. Ph: i) Ex Product Ws Rep Code: t,L � PreviousResult: Aopt Time: 6:00:OOPM H-se nol- Crome Gd Rep Code. ' Arrival: ��� ®� Departure: Offer- None Check Oro Sale ❑ SNS ❑ C R ❑ S R ❑ N G Amount. 5 0 5altas Mgr, Office: 2 -Jacksonvitie(S,W. C, D, K) (old 02) PRICING TO CUSTOMER ESTIMATED MERCHANDISE Financing SIDING KITCHEN yyg (Check One) lnitia+ $ a SG LN FT n HIPS Lowest: $ SF COUNTER,TOP TYPE ❑ GE Combe: [7] Yes No WRAPS REFACE OPTIONS rnats ❑ ro NEW 001-ORGash Job 0: OT1ER s" dlrflQ ❑ Credit Cord u �S Rep Comments: If I ".rirt.k;tPYs LcRna_ic i:Auri T ATLANTIC BEACH GET OFA' AT MAYPORT TD TAKE IST'LF ON EITHER 8TH. 9TII fit. IOTI1 STS G T SS oRCHID TN LF T]NXT SS 6 TTIRI' r1 IT 5TII HOUSE ON RG dBETWEEN 4TH & 5TH WA 5L W eFh yI ST �' Cu•t:.rnar ��J' &SAM To ORI leLY fA1JYi .. EST WINDOWS AND DOORS MAY WANT SIDING IT MRJ/BOTH AVAIL CRE?t4E SIDIi�IG HOME w,y�h 0 2002 ESRi,OOT. .7 R r •.J SCANNED DESIGN PRESSURE WORKSHEET For use with Florida Building Code ASCI 7-98 Name. t e'r vah,Lokl Mean Roof Height: Job Number: Wind Speed Zone: 1 Y FRONT f Y I'x 2 FURRING d u 1 MODEL DESIGNATION: Simonton Horizontal Slider Vinyl Window C DRYWALL MAXIMUM OVERALL NOMINAL SIZE Single up to 73' x 51' MASONRY LINTEL 2.5' ¢N 1 . '-x 6- y N DESIGN PRESSURE RATING: Anchors: Positive 50.0 PSF Negative 50.0 PSF N2' C 1'x O N 3'x 3/16"TAPCON Windows: Design Pressure Ratings Vary; See +'• +.., ?, FURRING .:'., �:••.�'. . N LU 0'd• Corresponding Test Report, Dade NOA TYPE ANCHOR °O O or Florida, P.E. Evaluation. 10no STUC USABLE CONFIGURATIONS: XX, OX or XON Yz�•.r...,* OC a a SILICONE GENERAL DESCRIPTION: The head and side jambs are PVC extruded by CAULK DRYWALL " "x 6 Simonton Wlndo The wall thickness through 1d which the an screw JA penetrates in the head HEAD MB 3'x 3/16'TAPCON and side jamb is 0.070". TYPE ANCHOR SILICONEi;� 1.25"MIN. EMB.'`.. CAULK ,.m eo 10 STUCCO <� }u� P a IM HEAD JAMB c 2 o - 3A :CAL• r3, 6. 2'x 3/16'TAPCON :;•�•.: TYPE ANCHOR Q SILICONE CAULK o SILPCONE •: CAULK Z .•. INSIDE STOOL O Z STUCCO - SHIM MASONRY 1'x 2'FURRING 3 SILL DRYWALL N 00 N p O .I 2m N Z :4... 2.5' X Q 'h •' '' + SILLCAR180U !FG SHOWN O T IN CROSS SECTION, V O y N OPTIONAL HOOKAB00 LEG Z LL :y,•- EXTENSION DETAILED. Q � Y• - �eus.allo 61- SULTAN7y. INC '.+ "t u� •�., � � 613.664.3631 llQIE 1. This system has been evaluated for use in locations adhering to the Florida Building Code and whom pressure requnvnents as determined by ASCE 7 Minimum Design Loods for Buildings GATE: 4/12/02 73' MAX. OVERALL WIDTH and Other Structures do not exceed the design pressure ratings listed herein. SCALE: N.T.S. 2. For Installations where the sub-buck Is less than 1-1/2'(FBC section 1707.4.4 Anchorage Methods DWG.BY: W.L.N. CHK BY: R-W. - and sub-sections 1707.4.4.1 and 1707.4.4.2) Tapoon We concrete anchors must be used and the DRAWING NO.: length must be such that a minimum 1-1/4'engagement of the Topcon into the masonry wall is obtained. S-102 i' sresr 1 Or 1 Rpr 19 2002-11 :38AM SIMONTON PDC No-8707 P . 9/14 x A:AN1ATTWWDA 101/1.5.2-97 TEST REPORT SLZ+y Y ARY Rendered to:. SU401 TTONWD DOWS SERIES/MODEL: 07-70 TYPE: PVC Horizontal Sliding;4 iudow l�7 with E2 Reinforcement Title of Test Results Rating HS-R50 73 x 51 •w-- I Overall Design Pressure50 ps.f i i O eratin .:Force 8 16 max'. Air Infiltration 0.11 cfm/ Water Resistance 7.5 sf Structural'Test Pressure t75 0 psf De lazin Passed Forced Entry Resistance Grade 10 Reference.should be made to Report No. 05-30347 02 dated 04/02/02 for conaplete test specimen description and Ma.. For ARCHITECTURAL TESTING, INC.. Digitally signed by Lynn George Lynn George, Project Manager LG.nlb 19 2002_11 :38AM SIMONTON PDC No- 8707 P. 10/14 Architectural Testing AAMA./NMrWDA. 101A.S.2-97 TEST REPGRT Rendered to. SIMONTON WINDOWS One Cochrane Avenue . Pennsboro, West Virginia 26415-9403 Report No.: 05-30347.02 Test Date, 02/07/02 And: 03/06/02 Report hate: 04/02/02 ' Expiration Bate: 02/07/06 Project Summary: Architectural Testing, Inc, (ATI) was contracted by Simonton Windows to witu'ess performance.tests.on a Senes/Model 07-710, PVC horizontal sliding window at their'test facility located in Pennsboro, West Virginia. The sample tested successfully met the performance xeeuireMents for an HS -R50 73 x 51 rating.. Test specimen descriptions and results are reported herein. Test 9WeWfaeation. The test specimen was evaluated in accordance with A-_.L rPAI WWDA 10M,S..2-97, Voluntary Spec-fications for Aluminum, Vinyl("PUC) and Wood Windows and Glass Doors ` Test Specimen Description. Series/Model: 0770 -'Pype. PVC Horizontal Sliding Window (Type with E2 Reinforcement): Overall Size: 6' 1" wide by 4'3" high Sash Size (2): 2' 11-13/16"wide by 3' 10-13/16" high Screen Size. 2' 10-7/8" wide by 3' 1011./16" high Finish. A1Lymyl was white. Glazing Details. The sash were exterior glazed with 1" thick sealed insulating glass fabricated with two 1/8" clear annealed sheets separated by a steel spacer system The glass was set against a double-sided adhesive tape and secured with single leaf, dual duroiameter vinyl glazing beads. 130 Derry Court York. PA 1740Z-9405 phone. 717 764 7700 fax. 717 764.4129 . 19 2002.1 139AM_...S I MONTON PDC_,_. No 8101 ' P . 11/14 05-3034702 Page 2 of 5 Test Specimen Description: (Continued) Weatherstriiiping: Descnpti Ouanti Location. 0.187" backed by 0,460" 1 Row Lock stile high pile with center fin 0.:87" backed by 0.250" 2 Rows Top and bottom-ra k,jamb stiles high pile with center fA 0.18.7" backed by 0.340" 1 Row Exterior side of keeper stale high:pile.with center fin 0 1,87" backedby 0.300" 1 Row Interior side of keeper stile nigh pile with center fin Frame Construction. The PVC frame was assembled using mitered and welded comer construction. Rigid PVC roller tracks were applied to the sill.. Sash Construction: The PVC sash were assembled using mitered and welded comer consffuction.. Screen Construction. The screen, was constructed from extruded aluminum.. The com- ers were, square cut and secured with plastic corner. keys.. Fibermesh screen,,cloth was held-in-place with a flexible spline. Hardware: ' Description Quantity Location Metal,cam lock 2 Meeting stiles, 12" from each end and keeper Plastic dual roller assembly 4 Bottom sash rails, one at each end PVC sash anti-lift 2 Head, one in each track _Avr l9 2002_111 9AM SiMONTON PDC j _ No.8707 ...... P 12/14 05-30347.02 Page 3 of 5 Test Specimen.Description: (Continued) Drainage: Descripti Quantit Location 1-1/16"by 3/16" weepslot 2. Exterior sill face,4" from each end (with flap) 1"by 3/16" weepslot d Interior sill track,4: kom each.end, Interm.ediate sill wall, one at each end 14' diameter weephole 2. 1✓xtenor sill,track, 4' £rom each end 3/16" diameter weephole 6 Bottom rails, one at each end, Sill screen track, one,at each end Reinforcement. (EE2 .reimforcement) The interior meeting stile contained a rectangular shaped, ionised steel reinforcement measuring 0.980" x 0.747" x 0.036" (reference drawing_....... .._ #SL1tll.ECT2), The exterior meeting stile contained a rectangular shaped, foamed steel reinforcement measuring 0..980" x 0..650"x.0.036" (reference drawing#SIIVIRECTI).. Installation: The window was installed into a wood buck constructed of Spruce-Pine-FAY construction hunber. The unit was sealed with.silicone caulking at the.exterior jnd interior perimeter with the exception of an approximate 6" void at each u}teri6r silkxn coer`.. �e unit was secured to the buck"using four#8 wood screws, one at the top and,bottom of each jamb (embedded 1-1/2" m' io the wooden test buck).. TesjAesults: The results are tabulated as follows: Paraemanh Title of Test-Test Method Results Allowed 22.1.5.1 Operating Force Left Sash Open 7 lbs 20 lbs max -- Close 8 lbs 20 lbs max Right Sash Open 8 lbs 20 lbs max. Close 7 lbs 20 lbs max. Pr 19 2002'11 39AM S1MONTON PDC.. �. w........ No 8707 P. 13/14~,.,,..., 05-30347.02 Page 4 of S Test Results: (Continued) Paragragh Title of Test- Test Method Results. Allowed 2.1.2 Air Infiltration per ASTM E 283 @ 1.56 psf(25 mph) efxrn/ftz 0.3 cfrn/ftZ max. Note #1. The tested specimen meets the performance levels specified in.AAMAIN RVA 10111S. 2-97for air infiltration. ' 2.13 Water Resistance per ASTM E 547 -. (with and without screen) WTP=2..86 psf No leakage No leakage, 2.1.4.2 Utuforn Load Structural per ASTM E 330 (Measurements reported were taken on the ext error meeting stile) @ 22.5 psf(positive.) 0.03 '.' 0.187"max. @ 22.5 psf(negative) 0..024" 0 137" max 2..2..1 6.2 Deglazing Test per.ASTM E 987 Left Sash operating direction at 701bs Handle stile. 006011112% 0 500"/100% Meeting stile 0..060"112% 0..500"/1000/0. in remaining direction at 50 lbs Top rail 0.060"/1;2%. 0 5001'1100% bottom Iall 0.06011112%a 0 500'11100% Rt ght Sas In operaiing direction.at 70 lbs Handle stile 0.03011/6%'.' 0 500"/100% Meeting stile. 0.060"/12% 0.500"/100% In remaining direction at 501bs Top rail 0.090"118°/v 0.500"1100% Bottom rail 0 030"/6% 0..500"1100% 2.1..7 Welded Comer Test Meets as stated Meets as stated AA1 . Iy ZUUZ--I1 : 6 AM.,a:......JIMUNI UN NUG.;.„.:.,. „,. M1.,.....,.� ...:.,.....:..,.....::, ...:,.,,:,:,: , NO•8101' P • 14/14 05=30347.02 Page 5 of 5 Test Results: (Continued) Paragxaoh Title of Test.-Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM'S88-9'7 Type: A Grade: 10 Hand and Tool Manipulation No entry No entry t• TesAl through A7 No entry �.. No entry. Hand and Tool Manipulation. No•entry. No entry Qgtional'Performance 4.3 Water Resistance per.ASTM E 547 (with-and without screen) TP w 7 5 psf No leakage No leakage 4.4,2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken,on the extenor meeting stile) @ 75'0 psf(positive) 0,1321' 0'.187” marc. @ 75 0 psf(negative) 0.171" 0 187"tnax. Detailed drawings, representative samples of the test specimen, and a copy of dus report Nvill be retained by ATI for a period of four years. The above results were. secured by-using the designated test methods and they indicate compliance with the performance requirement of the above referenced specification. This report does not constitute certifncaiion..'of this product, which may only be granted by the certification program administrator. Fot'ARCHITECTUR.A.L TESTING,INC Digitally signed by Lynn George Lynn George Steven M. Unch, P.E. Project Manages-- Senior Protect Engnnedr Mnlb 05-30347..02 f tz.00D'ATFECTNE Mto7H) f aoDo'(EFTECTNE NOW) -"j 1. STORM PANEL SHOW ON TIPS PROf)taCT ENILWT70W DOCLMNT(PEO.)MS BFMN DEMMM N ACCORDANCE As A R16ifR£ 0 AS APPEACMIE IWf1f RHE Y001 FDFHOH t r 7HE fLORM Bmam tXlOE 1.500' 4.4731.500 4.473 - 1.500 1.500 1.473' 1500'{ NNO S MED LOINS REQUIRED 8E 14ETJUAMDD AS PEA SECRON f60B OF THE BE IN lALLED,tA'D COMOR FOR A(A•4C _ I DIRE SPEED AS REOLMIED 8Y n..1AC)pN STORY PANE].WILL 6E INSTALLED,AIG FOR A f4P.J DAA F �FOR N/PACT E 7-M SIANDARD DANCE HAS BEEN VERIFIED N ACCORDANCE MI'M 24 SEMON 1606.1.4 OF THE ABOVE AOMONED CODE AS PER ATL REPORTS/0121.01-96R AND/oumxr-m ... 20 CAGE G4L. p 20d G-4GE GAL. g 1 2..ILL STEEL SHEET IB7AL PANELS SNMLL 1NVF SIRUC17Y1AL DUALITY ASTM A-BSL MAX 40, KM C-60 STEEP 8S �� _- _ fn _ GILAWIZED STEEL DESMAMTIOM- _ TQC .4 3 AL1 ALUMWUM EXTRUSIONS SMALL BE 6063-76 ALLOY UNLESS OTHERM7SE NOTED a 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES 3.BOLTS TO BE 2(124-T4 ALIANIN ALLOY, GALwWZED OR STNAMM STEEL, NTH 36 AW AM MLN MELD PONT. 6.ANCHORS M WALL SHALL BE AS FOLLOWS(UNLESS OMERM75E NOTED) f� PANEL ® HALF PANEL (A)TO E70S77NG POURED CNCRETG srA E:.V6'-1' SGIE:'W-I' - 1%4'0 c ANCr TAMON ANCHORS O S(ft-MM STUDAcnowro BCON),AS MANUFACTURED BY 7RU-FAST CORPORADON. ' - 714'12AM4C NAB.N ANCHORS AS MANUFACTURED BY POWER FASTEAONLS,INC. .x000•Max. 2.470' - 7/4'/x 7/5'CALX-N ANLTiQ45 01R ELCO maN t NmalR 'PANaMTE'ANCHORS AS LMNUFAcTuRED .214' Br POMEN AslFMNCS INC.AND ELCO TEX".RESPECTNELY. Y.f70• .123' - 1/4'I RID HEAD DYNASOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W.Bux=. 2470' }� R.200 NOTES: iw3 8750' A1)MNBNY EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314' 14' FOR 2AM4C N41UN ANCHORS IS T 3/8' FOR ELCO PAAnWTE ANCHORS 6 1 3/4, R.125'x: 8250 ry RL230' 8.125• 't' M L ITS' RR25,, FOR RED HEAD DM49MT SLEEVE ANCHORS IS 1 ?A,AND FOR OF TAP-GRP ANCHORS 6 1 1/4' + R2f7D' Q �- I -�- A.1)7/8'CALK-N ANCHORS SFWl BE.ENDRELY UMEDOED INTO POURED CONCRETE. NO EAMERIENT WM K 075' �S t- 150' STUCCO SMALL BE POWTE0. 114-0-20 SCREWS USED SHALL BE 1 1/2-LONG MfiMUM SHOULD SR/CCO EXIST, R.f23• S 'lyp a a 'r- -T'4 AND 1'MNWLW FUR MALLS MTTH NO STUCC(1. ryxS .O�' BI'Ti R '�' A3 N GCSE TMT PRECAST STONE PRECAST CDNCRETE PANELS OR PAYERS BE FOUND ON 7TE EJ057NG MNL. _ a h ors' a r OILOR ODOR,ANCHORS SHALL BE'LOW ENOUGH ro REACH THE MABH STRUCTURE BEIIRA)SUCH PANELS ANCHIORIDE II I .384' SHALL BE AS POIGTED ON NOTES A 1)h A2)ASDW- S I I 11--ZzsO'--1 R SHOD'Mmc (B) ro EMVM CONCRETE BLOCK MALL: 1 (-2250 2250•-1 'R IIFF--__L�'. O 3" ANGLE BUILD OUT BRACKET - 7/4'r CF CONIAP ANC4;RP Ars As LaNUF M SILRED BY LT.w.S AUXX M4NUf 2391' - 1/4'I CF TAP-GRIP ANCHORS(BEITTIA SRXJ-CON).AS EANUFACIINED BY TRU-FitST CDRPOFA710N. 2591• O "U' HEADER spur: •_ ,• - 114 r 2AUAD NYLN ANCHORS AS MANUFAC7URED BY POWER FASTEMNGS NC. 1/4'I x 7121'CALK-N ANCHORS O7 ELCO mob t Lomak 7ANELWTE'ANCHORS AS MANUFAcnmM BY POND?FAS7EPINGS NC.AND ELCOnOrfl NL RESFFCTI r.. Q "h" HEADER © 3" max. "U" BUILD OUT SCALE: 3�--I• � WA - 114•I RED D DMABOLT SLMW ANCHORS AS MWLFACTARED BY Lrw.BuEDEX Sour:5/,'-1' Sour: -1• NOTES a 1)MNNUM ELIBEAMfJ47 OF TAPCONl,£lC0 PANELMATf;AAO tY TAP-GRIP R km HEAD BLOCK D/7M80ET SLEEVE .188E .750 P L t� ANCHORS ry .II4L 7iy� INTO NO aommoff .. COFAXE7E ANLTA7R5(SEE 3' • F_-S` _$ fes)75T!C O SHALL.BE�RT�114.0EM20 SCRsCREW�S44U BE 1 1 LOW MIMUM SH OMD STUCCO' MST,AND 1'MINIMAN FOR MOLLS NTN NO STUCCO. 0 4 x I '�• _l B.3)N Mr TWAT PREGSr STGVE OR PRECAST CONCRETE PANELS BE FOUND•ON ME FXISTNG WAU_ANCYDRS L Y• L .ODD• N�Tm LONG .1�822AM SJNUCTUBE BEN6MD SUCH PANELS ANCHORAGE SHALL BE AS IIF-----1.950' --iii - OB3• 07 REVERSED 'F" ANGLE TRACK M&WA��TALIED FOLLOWING ALI OF THE RECOAFMEMIATIAYS AND SPEC CAM NS OF THE © 3 B B. 0. ® 314 B. O. SME.-y6'-,. µms 'f� TRACK 7. PANELS WY ALSO BE INSTALLED HORROWALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SL'CTORS 1 R&U 'F" TRACK 8(SHEET 2 A•3 OF 8)EXCEPT 71MT HEADERS 2 3 5 4 SHALL NOT BE USED. aGvr:,y'-1' so": 1• A N SHALL BE THE RESPONMOV Y OF THE CONTRACTOR ro VERIFY THE SOUNDNESS Or THE STMDTURE WHERE 083' 1/r'r 3a IV 7ED ,374• g S s sru0 An�ETED ro sHwnEn IS ro 6�F A7rapaD ro NSL�PROPER ANproVLICE D6s SHUTTER SHALL ONLY BE ArrAGHfO ro 750 'oma ANGLE•SPAOMCS COWCREM BLOCK OR WOOD FRAME BuB.ONGS L Lf"8 SHOWN ON SEC710AM r.344 9. (o)TN6 P.E. O PREPARED BY THIS R IS CENERM AND DOES NOT PROAOE M9'ORMATON FLY!A STM gs SFECIRC PROJECT,•i a *WOW TTff SRT COHIMIONS DEWATE FROM 7HE P. E O N (b)CDATRACMR TO BE RESPONSOX FOR 7W SELECTION, PURCHASE AND INSTALLATION O'TW PRODUCT BASED ALTERNATET_ ^ h DETAIL 1 h ON na P.E O PROVIDED HE,/SNrE DOES NOT DEMIE FROU 7WCO MONS DETAILED LRM/7M DOCUMENT. LEG LOG7DN� .093' m h ,L -7 c I (c)THIS P.E D. WILL BE 2 DAMLD N ALTERED r,.*.MCW04TED. MARKED,ETC)BY ANY MEANS �- f = I (d)SNE SFTC r P��SHALL IE PREPARED BY A FLORIDA REGISTERED EHGNEER OR ARONECT NWH WILL f F--Z.ODO' BECOME THE ENGINEERR.OF RECORD(EO.R)FDR THE PROUELT AND WHO WILL BE RFSPONSOX FOR 7HE PROPER 8.125 2 BBB•--i$ _ • USE OF Df£P.E.D. ENONEER OF RECORD.ACING AS A DELEGATED m=AirER TD THE P.Ea ENGINEER sHALL OSTUDDED ANGLE i p SUBM?ro TMS LATTER THE SRE SPECF7C DRAWINGS FOR RCWWL ---- - - - - - - - - ----(g)--F-.TRACK ANGLE---- _._ _ _ _ _ _ - -- - --- ---- - --------------------- (a) 77115 P.E.D.SIWl BEAR T}N DALE AND ORIGINAL SELL AND sOYMTURE OF'THE PRO ESSIOAAL ENLSJEER _-_-.- SCALE:3/8'-1' SME:J/8'- ` RECORD THAT PREPARED IT. ,.344• .957- t Min. .085' This Is Not mash Dralfring, = 3' ICONOL17E ANpDRS W scrrnlR�, I ` _ �' Z V I� KEY HOLE WASHER Valid Only For No Thm e j(m,; 1M"yl,, r LAh. _F :;iC6-H1b4:Ar.,A{LOY- TLA. STORM PANEL TYPICAL ELEVATION r �3�� ��,Ql'�a � 3/P'- I' F.B.C. M L` c �ClIVD 1b i �1Ja 24 GAGE GALVANIZED STEEL STORM PANEL Asy SHOW �1 714•Mmt.GAP 1/4'Max. .LMC'-1 I *.9 s d d V �� - .3141Wi 7575• EASTERN METAL SUPPLY, INC ��� ® KEY HOLE At PANEL I L E C O N c. -I OAT• 468 M£S7 ROADS DRIVE T2UT 7ES7M t EMORIVEMM COMPAMr RA'7ERA 2TEAGI{ FL,33407 02-055 SECTION A-A c� ° PPtaWa.3�6%7"t-Mv.Fla M( 13 My" �J► Der r A. 6ae�IMr „W CRANING No It.[a DETAIL 1: STUD W/DIE CAST ZINC -- EB-OLV6779 NICKEL PLATED WING NUT - __._ _ WALTER A TILLIT Jr. P. F. I SHEET / OF- B - - f 4 FLORIDA LIc 44167 1 ELCO—Awlt male ELCO male/female 9 Conf. alp ma*twrnle- -'-'--_.• ELCO male/femoN PAN£LAMIE. ZAWAC IWjf4 PANQ.M M ZAMAC NAILIN. PANELAM7F- ZMNC NN-IN, PANELAWE ZAMAC NNL/N, CALK-RJ OR CF TAP-GRIP CALK-IN OR Cr TAP-GRIP —1 CALK-IN OR CF TAP-GRIP CALK-M OR Cr TAP-GRIP ANCHORS: (SEE SCHEDULE FOR ANCHORS (SEE SCHEDULE FOR ANCHORS. (SEF SCHEDULE FOR S ANCHORS (SEE SCtRDULE FOR SPACING). SPACING). h c SPACING). In SPACING). 3 ConL POURED h ~ CONCRETE POURED POURED _.. 'L REQUIRED_ _ o_ I POURED —� CONCRETE CONCRETE p _ - CONCRETE .. ._ _ _ REQUIRED _ • k __ .. - REQUIRED p c k REQUIRED--\ h >i W N W I N� � I w I n� 2 Cont. 2 Co J 1 1'MINIMUM— SEPARATION INIMUM SEPARATION TO U GLASS OF WINDOW I a OR S. G. D. w w W H U W W W y 7'MINIMUM 1'MINIMUM SEPARATION TO I tu' SEPAR477ON TO SEPAR977ON TO CLASS CLASS OF WINDOW I 2 CLASS OF WINDOW I OF WMDOW OR S. C. D. OR S. G. D. V 1/4'0-20 x 314' y OR S G D. J BOLTS W/320. 7/B x 1y XWC.ING NUT420. 1/4'0-20 x314' ^' f7NlSHm WALL I BOLTS W/7/8 x 342'WNG c I (W/STUCCO) 12'0. CI. 7/ NUT O 114' B'4'BOLTS W� I I x J/32 ( ---� MING NUT O O 12'O. C. ci / j POURED W CONCR w I CONCRETE E w N I POURED J W CONCRETE OR CONCRETE' I o I CONCRETE OR CONCRETE „�f* RLQ WCL ' OR CONCRETE g �OCK WALL }(___-�- BLOCK WALL ^ REQUIRED IXOCK W� v? l I N REQUIRED REQUIRED REQUIRED :x 6 Cont. f 5 Cont. TAPCONS, RED HEAD DYNADOLT, 1 TAPCONS RID HEAD DYNA80LT, / o TAPCON$ RED HMD DYNABOLT, I ^ TAPCONS, RID H[AD DYNABOLT, ELCO mole female o ELCO malele�le ELCO male/femok PANELMA7E ZAMAC NAUN, PMIELA44TE f7.4MAC N4ILIN,ELCO mcemaleCont. pANEZM4Tt~fZA.W9C NA/LM/, voi o PANELNATE, ZAMACµVLM, 9 Cant CALK-IN OR CF TAP-GRIP n� CALK-IN OR OF TAP-GRP ANCHORS (SEE SCHEDULE FOR CALK-IN OR CF TAP-GRIP CALK-IN OR CF TAP-GRIP ANCHORS (SEE SCHEDULE FOR SPACING). NCHIOR)S. (SEE SCHEDULE FOR ANCHORS. (SEE SCHEDULE FOR SPACING). SEC77ON ® ANCHOR WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 2 SCALE: 3/8'= I' SECTION 3 SCALE: a/8'- I^ BUILD OUT INSTALLATION W SECTION 4 scALE:a/8'= 1- 0 ' U h W V ---� — - -- -- w MING NUT O `' (SEE SCHEDULE ON -------------- ��ee ' ---�---— 12'0. C. yf SHEETS 5& 6 OF 8) is 6S Not A av4,�. 2 ZLI K POUREDa h o 0 CONCRETE OR CONCRETE BLOCK WALL J REQUIRED F.B.C. a 9 Cont. N07E FOR COMBINATION OF SEC7)ONS : Z4 GAGE GALVA AS SHOWN ED STEEL STORM PANEL SCALE SECTION ® STUD WALL/FLOOR/CEfLING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 3/4/02 WALL MOUNTING INSTALLATIONEASTERN METAL SUPPLY, INC DATE {L E C O N 42M WLST ROADS DRIVE SECTION 1 SCALE:s/8-= 1' '�=s= ' '� MMM & fWWUMW PA ' -ACK FL u+07 02-055 'M6-dCN.NIAS1,SLL 771 MEOW a,UOE716,ft M'" PA9'rr a(.70aJQ71-f570 (�Sfe71-fSSf n:i a+f tl:/Y IlaallOf alt ORAMwG Me NOTE: AILM�oUMISE G ,70NY� (TOP)ID ALSO FOR Pk 2 700 wACTER A 77U-ff Jr. P. E. - - , - - WALL sHEET 2 of e FLORIDA Lk. f 44157 , - - mde/lemo/e PAN£LMA7E OR CALK-MJ mole/female RWELMATE OR CALK-IV mate ema/e PANELM47F TAPCONS, RED HEAD DYNABOLT, ELCO ANCHORS (SEE SCHEDULE FOR ANCHORS(SEE SCHEDULE FOR E D 1 4 0-20 SVEWW-K BOLT OR O SPACING). E. Q ANAs/female RWCHED L OR CALK-IN SPACING} ¢, ( £ D. HORS(SEF SCHEDULE FOR E. D. £. D. /fes�jl/4 M-20 TRUSSI .AD BOLT11 ' POURED CONCRETE (SEE SCHEDULE FOR SPACING REQUIRED \ POURED CONCRETE POURED CONCRETE \�, REQUIRED I I Q ED- ` I I POURED I -� I 1' 1'�{I I 1' CONCRETE REQUIRED _. _ - Q I I I I ALTERAKTE o e I o >< w LEG LOCATION n 3 I I I N I LEG LOCATION n 3 8 Cant. I I 4 Cont. I e Cant. 1/4'r-20 x I I 11/4"0-20 x I .� 3/4'BOLTS W/ W 3/4'BOLTS w/ 7/8'r x 3/32" I I -� I 7/B"/x WING NUT O I I j I NTNG NUT O 12'0. C. I 1 W I I 1 i 112'O. C. I 1 I I utli I y I I y I y I w U M SEPARA710N TO i 1'MINIMUM I I 7'MINIMUM I GLASS OF WINDOW I 2 SEPARATION TO GLASS I I N" SEPARATION TO I I OR S. G. D. I a OF WINDOW OR S. C D. I ` 1'MINIMUM I I GLASS OF N4NDOW 4 SEPARATION TO I OR S. G. D. 4 I o ASOF NNlIW 1/4'0-20 x OR S. i 7/8'v x 3132'7NTvx IG NT O3E/o13r25 NG I II ! I I /4'0-20 x I I O 72"0. G I I 12'0. C. 3 4 80175 W g Cont. I cont. 17/B'r x 3/32 I I AL7ERlW7E h.5 I I .I h I h I 2'0. C O O o cs LEG 10(A77. ".� I 7 ^ CONCRETE Cone NCRETE BLOCK WALL _ I .!I REQUIRED TAPCONS, RED HEAD DYNABOLT ELCO/ I n•�� MPCONS, RED HEAD DYMBOLT. £LCD I CALK-IN OR ELCO I 1 TAPCONS, RED HEAD DYNABOLT, ELCO I I I I male/female PAIVELU47F OR CALK-IN male/%malt PANE7MA7E OR CALK-IN I male/female PAN£LARTE mole/femde PANE7_IMTE OR CALK-IN ANCHORS(SEE SCHEDULE FOR E D. ANCHORS(SEE SCHEDULE FOR O 1D 1//4%-20 SIDEWALK E10LT OR O ANCHORS (SEE SCHEDULE FOR E D SPACING). POURED CONCRETE SPACING). t0 Wj W/1/4 0-20 TRUSSHEAD BOLT SPAGNG). E D REQUIRED E. D. (SEF SCHEDULE FOR SPACING) POURED CONCRETE POURED CONCRETE REQUIRED REQUIRED CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) t INSTALLATION - SECTION 5 INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION 8 SCALE: 3/8-_ SCALE 3/8" = 1" SCALE 3/8" - 1" SCALE 3/8' = 1" SIDE WALK BOLTS ARE 314 Ix/ "THICK HEAD MACHINE SCREW W/LENGIN + AS PER NOTES A2 3' B.2 (SHEET 1) i TRUSS HEAD BOLTS ARE1 2%xf/B"HICK HEAD MACHINE SCREW WILENGTH ------------------- --E.-Q-a-_EDGE DISTANCE=----- ---------- ----------- -------------.__ .----------- ----- ---------- -AS--PER JOTE3--a�--d^�.2{SHE27-1)-------- ------ ---- ------- (SEE SCHEDULE ON SHEET 5 & 6 OF B) This Is Not A MaRer Drs, ing. Valli pli For V�� f,�. �I 1 NOTE:FOR COMBINAAON OF SECTIONS : F.B.C. SHOWN WALL/FLOOR/CE7LING MOUNTING SECTIONS CAN BE 24 GAGE GALVANIZED STEEL STORM PANEL AS SLE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. GGACE 3/4/D2 1 L ECO EASTERN METAL SUPPLY, INC DATE q L. 4268 WEST RQAOS ORW "LLlr 7EMNS !ENOMEEMNO COMPANY NVIEPA BFACI{ FL 33407 02-055 xrs w�uxr .S n.vies ...___. / PYlene: 1-1=.r:(.]06Je71-IVT �,e. aa: en:>r aeeoraae ea[ DRAWING No -_:.. _ 'A + ?I.I�Y WALTER AA TRLIT Jr. P. E. i - + - FLORACLl Uc. 44167 , - SHEET 3 aF 6 T MAXIMUM DL wuiy O USO cvNCR £ „ARVa 5j CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft.) S(.71tuuLc -EW WALLED BLOCK WA J POURED CONCRETE Mor. PANEL LET4GTN OR MAXIMUM DESIGN 24 OWE 81F£L ^CUTGCONCRETE BLOCK WAi_t PRESSURE RAWG REOUIRED W(AAs f,JMOUN7m W/0 MOUNTING W/1'Min. j 'h"HEADER2Q �'H£IOFR �CONCRETE ANCHORSr2'0. C. In90' <L 135' k 7 +40.0, -45.0 9'-8" 9-B" eOR a +45.0, -50.0 '-2" 9'-2" 2'x 4'x 125' a'� 3105-H74 OR 6063-T6 ALLDY "� 9 Cont. Alum. ANGLE '$ \ OR ORO OR h 2'Atax. j .� fOR9 714-'f BOLT 4"x 4'x.ort' +55.0, -60,0 B'-4' 8'-4" O 24"D C. 3705-H}4 OR 6063-T6 ALLOY w/j4c-UT Cant. Alum. ANGLE +65.0, -70.0 7'-B' 7'-2" CASE A (Plan) CASE B (Plan) +75.0. -80.0 7'-2• 6'-s' SCALE: 7/4'= I* SCALE. 114 7. Min. POURED CONCRETE OR CONCRETE BLOCK WALL REDUIREO i POURED CONCRETE 2'x 3'x.093'3105 H-14 OR CONCRETE BLOCK W 6063-T6 ALLOY Cont Alum. ANGLE REQUIRED WITH ANCHORS O 12'0. C. X-B.O. 01STANCE _ ?.500'Min. o CONCRETE ANCHORS F 2500 Min A 1/4'GAP 7.000 POURED CONCRETEOR j 2'x 2'x.055 TO ALTERNATE LEG LOC4TTON CONCREIF BLOCK WALL Alum.ANGLE OR Coot q 11J REOUIRID CASE E (Plan) .060'3105-H}54 SHEET ���// - _�E M£ULAlum.BVT7PLA7E __.__ _ __ _ ___ ___ _-____.____ ___.-_ __.._______. __. _________ . _____ __._ ____ _ _ _ _ ____. SCALE.• 714- r'_ ___ _ - - I�� {►$�y Q ������Fcl Th j •ALL INSTAUTIONS PERFORMED wnH C�"�{1 y " 1 E Time a a j�sz THIS CLOSURE DETAIL SHALL REDUCE F PANEL LFNG H BY 2010 AT EVERT CASE C (Plan) CASE D (Plan) SCHEDULE FROM U SHOW ON scH£DucE ON rws sHE£r. F.B.C. SCALE: 11/4" = 1" SCALE. 1/4" 1" 24 GAGE GALVANIZED STEEL STORM PANEL scu£ 3/4/02 EASTERN ML'TAL SUPPLY, INC DA rt END CLOSURES DETAILS I L E C O rNa, 4264 WEST, S D,," "Ulr VE3TM70 k AYGBVEOWN:COMPANY 02-055 b)3 n.K xaetS�,Aa 277.NnsW CMiJP14 R 37rss .—��• Y`7-�_ L70d7Q71-f=.For:(J0.4f17l-73.17 KV.ftC,h balm~ 8rR ORAwm NG W-0306 WALTER A 711.117 Jr. P. E. SHEET 4 Of' B FU WMA Lib. 44167 1 9 is 9 izwm "NOISY-3 L9liI '?7 Ya/d03 d 'JP 117711 Y N317YM 64[9000-®av sNulrao ,R,-rcalmrY: as,-, .wd ��)(y8d - - 06 SS'o-Zo Lo*1T VMY~ ONAG3NXM3:DNus3e3Nd0 so ` � j 09' 0S' lL• t/l z 31ya om 'A7ddns O33 '111May/£ oo'l SL' 9a' .r S31YM13AW 37r35 73NVd NNOIS 73315 o3ZINb'A17 3,9V-9i+Z drds-dYt ^"- i7@r 7MJdY1 NnloHs sv '0 3 7Y(11JY '�•g j dO1JYi 0 JVq Uo !eA (.z/4 t sr�lrnv73rrod 0073 -V S210HJ/W NI-)MJ d0i '0 3 JYi 'full ��f7u j �� JAI. 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D. = 3 112'•• APPLICABLE 1D MAXIMUM TAPCONS 2AM4C NOUN/ �_Wr PANELMATES CF TAP-GRIP SECTIONS f& MAXIMUM PANEL DESIGN LOAD RED W. DYNA801.T. ._--- - COMBRA LENGTH "L"ftt.) - - - W(P•s•f) TD To 77 70 70 To w 7D ,Til TO OF THEM camcw7E MASONRY CONCRE7E MM44ONRY CONCRETE M4sawr CONCRE)E MASONRY CONCRETE A4SONRY 8' - 7' - 9' - 12" - 6" - 1 & 3 (TOP) 12' 72" 17' 10' 72" 4' 72" 9 112' 9' 5" 1 (BOTTOM) 12" - Il" - 12' - 12" - 9" - 2 (TOP) 12' 5' 71' f0' 12' 4' 12" 9 112" 9' 5' 2 (BOTTOM) +55.0. -60.0 12' 5" 11" 10" 12' 4' 12" 9 112' 9' 5' 3 (BOTTOM) TO 12' - 11, - 12' - 12" - 9- - 4 (TOP) B'-O'OR LESS +75.0, -80.0 12' 5' 11' 10' 12" 4' 12" 9 712' 9' 5' 4 (BOTTOM) 5OP BOTT 70'++ _ g• - 10 112 - - - 6 (TOP) 6" - B'++ - 6' - 9' - - - 6 (BOTTOM) 6" - 7'++ - 6' - 8 1/2' - - - 7(BOTTOM) - 12' - 12' 6" - - 8 (710P/90770 MAXIMUM ANCHORS SPACING FOR E. D, = 3 112'•• APPLMABLE TO MAXIMUM ANCHORS SPACING FOR E. D- 3 112"•• APPLICABLE TO DESIGN UM TARCt1NS RED HOC OST CALX-)N PANELMATES CF TAP-GRIP SEC77ONS/& MAXIMUM PANEL Uum TAPCA4SZAM4C MUNI CALK-IN PAAELMA7ES CF TAP-GRIP SECTIONS/& MAXIMUM PANEL LOMB/NAT LENG774 2"(a) RED MO. T ANY COMB1N4770LENGTH 7'(a) W(P.s.E) TO To TO TO 70 TO To TO TO 70 OF THEW/ W(P'a.f.) m 70 W 70 TO TO TO TO TO TO OF 7HEM CONCR7E MASONRY CONCRL7E AMSONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETE MA40NRY CONCRETE MASONRY CONCRETE Ml4SONRY CONCRETE MASONRY CONCRETE M4SONRY CONCRETE MASONRY 6" - 5' - 6' - 9 112' - 4' - 1 & 3 (TOP) 5' - 4' - 5' - 8" - 3" - 1 & 3 (TOP) . 11" 12' 9" 8' 17" J. 12' B" 7 112' 4" 1 (BOTTOM) 10' 3' B' 7' 10' 3' 12' 7" 6 712' 3 112' 1 (BOTTOM) 11" - 9' - 11" - 12' - 7 112" - 2 (TOP) 10' - B' - 10" - 12' - 6 112' - 2 (TOP) C f}' 4' 9' B' 11' 3' 12' B' 7 112" 4' 2 (BOTTOM) 10' 3" B' 7" 10' 3' 12" 7' 6 112' 3 112' 1 (BOTTOM) 11" 4" 98' 11' J. 12' B. 7 712' 4' 3 (BOTTOM) 70' J. 7' 10' J. 72' 7' 6 112" 3 112' 3 (BOTTOM) +55.0, --60.0 11' - 9' - 77" - 12' - 7 111 - 4 (TDP) > 8'-0'TO +550, -60.0 70" - 8' - 10' - 72' - 6 112" - 4 (TOP) 8'-4"TO TO 11' 4' 9' 8' 17" 3" 12" B. 7 112' 4' 4 (BOTTOM) 8'-4" TO 10" 3' 8" 7" 10" J. 12' 1 7" 6 112' 3 112' 4 (BOTTOM) 9'-g' OTT +75.0, -80.0 4' - 5•++ - 4' - 6 112' - - (T- - 5 70(TOPO� +75.0. -80.0 4" - 5'++ - 4" - 5 112" - - - 5 7 / 6• _ g•++ - 6" - 8 112" - - - 6 (TOP) 6' - 7'++l _ 6' - 7 112'1 5 (TOP) 5' - 6'++ - 5' - T - - - 6 (BOTTOM) 5' - 5'++ _ 5' - 6112 - - - 6 (BOTTOM) 5._._.. _-__ _..B•++ _r_._... ..5 __ --_7_' ---- - -.- _-__ 1 f@OTrOM)_ - _. —4.�- _5'++ ..__- _..�'._.. - -6•- - - - 7 (BOTTOM) - - - - 6' - 12' 6' - - 8 (TOP/BOTT) - - - - 6' 6' 12 - - - 8 (TOPIBOTT) !s Is Not ++ANCHOR SPACINGS ONLY VALID FOR RED HEAD DYNABOLT ANCHORS. n"ter bit t{�[ �tFt p� m FACTOR F �€G 4itFi f" T f F hF"4C ,: ACTUAL E D. F.B.C. * SEE SHEE7 7& B OF B FOR ANCHORS TYPE& SPACING TPC HD D CYNABNOL CALIr_IH GF TAP-GRIP AS SHOWN LINI FOR 1NSTALLanoNs INTO wooD FRAME ewcDlNcs. PANELMAT£5 24 GAGE GALVANI2EQ STEEL STORM PANEL SCALE** MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 112' EDGE DISTANCE. 3" .86 .75 1.00 3/4/02 FOR 7 LESS SPAN 3 1/2; REDUCE ANCHOR SPACING C EASTERN METAL SUPPLY, INC DArE 8Y MULnPLYING SPACINGS SHAWN ON SCHEDULE BY 2 1/2' ,71 .50 .BO III THE FOLLOWING FACTORS (MIn. E D. FOR G4LK-IN 1 N�' 4260 WM;r RO405 ORrvE ANCHORS & ELCO PANELMATE IS 2 112 . 2• .50 - - ,�-�, mur rrsTNw t EYMG11r1miNN6 COypMry NVMR4 BEA -..,_� as mw.Jen,.5 s 7r7 Maw F4ieoom R Alla J3407 02-055 -'..i y..� /ee>:(Jasp71-16M.A.r(]n7.N7r-rS77 ,er R. °"a a7:N. moan-mm Iws DRAWING No WALTER A ELLI7Jr E. _ A TITU.1T P. FLORIDA Uc 44 4767 : ' TUBE W/ 1/4'0•x 4'LONG 7/4'0 x 3'LONG LAG 1 1/4'0 x 3'LONG LAG LAG SCREWS O 6'Q G SCREWS O 6'O. C. W/ SCREWS O 6"O. C. W/ W 1 1/2'Min. PENE7RAI70N 1 1/2"Min. PENETRATION 1 1/2'Min. PEACTR4710N TO EXISTING WOOD HEADER TO EAIS7ING WOOD 70 EXISTING WOOD 1/4'0 x 3'LONG LAG SCREWS HEADER HEADER. O 6'O. G W/ 1 1/2'Min. a ' WOOD HEADER. /7t�71NG PENETRATION TO ' zi 9g $ `? I 2 Cont. I 2 Cont. O I -�2 Cant g I 3 HEADER ••'• LI—LJ -� I -, WOOD HEADER WOOD HEADER I t o RW I t WOOD HEADER REQUIRED I REQUIRED I m I 3 REQUIRED m o h 1'Min. Ii 1'Min. t"Min. p SEPARATION TO m SEPARA77ON TO EXISTING I 2 SEPARATION 70 I SEPARATION TO I 2 EXISTING GLASS OF I GLASS OF WINDOW EXISTING GLASS W WINDOW OR S G. D. IOSTTNG CLASS I OF WINDOW I I g OR S. C. D. I In OF WINDOW I g OR S. C. D. y OR S. G 0. In ALTERNATIVE 1 0 I �4'0-20 %4'BOLTS W/ a 114 x 3/4"S. S I I y 2 I 7/8"0 x 3/32' x S. N. S O 6 D. c I I o WING NUT O 4 EVERY STUD O I a p•• 12'0. C 1/4'0-20 x o 1' 100 I J14'BOLTS W p SEPARATION TO 1/4'0-20 x voi O 2 W EXSRNG GLASS I ,i " n 2 . B"I x 3/#2" /4 BOLTS 32 WING NUT 0 OF WINDOW I 7 8'I x 3/32' -• '•• I °? EVERY OR S. C D I EVERY STUD O W IG NUT 0 "� I O 12'0. C. 1/4'0-20 x 'o I 12'O. C W 5 Cont. 3��4'BOLTS W/ 718'0x c bA Cont W ^� D 3/m.Wiw o �!� 7/4'0 x 3'LAC o 4' C. EVERY STUD 6 Cont. 0 12'0. C. W SCRElAS O 6'O. C W/ -{ O I?E /RED 2' 7 1/2"Min. PENETRATION /I ` 9 Coni. U!R O MIDWIDTH OF PLATE / $ _ 1/4'0 x 3'LAG I'x 4'x.725`(Min.) ; SCREWS O 6-a C. W/ 1/4'I x 3'LAG 11000 STUD 6063-T5 Alum. TUBE'(Con L) 1 1/2'Min. PENEM77ON 2' ' T SCREWS O 6'O. C. W/ REOUI 0 24 D. C. t O MIDWIDTH OF PLATE LAR 1 1/2'Min. PENETRA77ON (2) 1/4'0 x 4'LAG SCREWS O MIDWIDTH OF PLATE. O EACH STUD (MIDWIDTH ool h OF STUD, 2"Min. NOMINAL) AND W/2'Min. PEIJETRA77oN INTO EX157ING STUD. ALTERNATI VE 2 ALTERNATIVE 6 ALTERNATIVE 4 ALTERNATIVE 5 0 WALL MOUNTING INSTALLATIONS I ' SER"7701V To I SECTIONS A SCALE : 1/4•= 1' EXISTING GLASS 1/4"0-20 x 3/4' OF WINDOW I BOLTS W/ NOTE'FOR COMBINATION OF SECTIONS: OR.S_C. D. WING NUT O EVERY STUD WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS ONXl I WA ' BUILDINGS O 12'0. C. IN ANY WAY TO SUIT ANY INSTALLATION. �� ,'�i �, � t Valt s 3a � eE`IJ b Cont. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, 24 GAGE GALVANIZED STEEL STORM PANEL AS sHowv 1/4'o x 3'LAG -70.0 ps/AND PANEL'S LENGTHS UP TO 7'-B'. SCALE 2• SCREWS O 6'0. C W/ 3/4 U1R t 1/2'Min. PENETRATION 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN /02 ~ o MIDWIDTH OF PLATE PINE No. 2, W/ SPECIFIC DEN51Y OF 0.55 OR EQUAL. I/TECO Nc. EASTERN METAL SUPPLY, INC ` 4268 W TATE a"L EST RQ405 A4NE nw �'" r nsrllvo t arec>NERnM COMPANY NV971'aEA04 Fl 33407 02-055 ALTERNATIVE 3 z_. I'hwr:.i.7LF4MT-,aw.Fe:(3CSJa7,-75t, a«N °� an:w, .on..., a,r aaAwrNc No Ft-_.- Ea-0006719 WALTER A 7XLIT Jr. A E FLOR24 Lit 44167 a LAOSOMWie a C 14 e.r LONG ,. Aar.PEM7m— IAC SCREYS•A'a c Tb O64lAYC WOO DFAM w/I I/S�AOL PDKM71M /AC 5;;-k O Ib E7W57WM6 9=sew %Jpo.w__ 6EYI.. 1/4'0-20 ELCO mole/ 4'.a"(Mn)D07M -ro'.. PANELMATE O E WOW SOW REOURED. f'r 6"(19a)E aMW klCont .6'(W.)EVS7NG )?'O. 7 W/ 1 7/8'Min. OF E)05W Wt700 E 57RU PA AMMU4CY R/C7U ADEOU4CY' PENE7RA770N BEAM TO BE C'.RMED OF EXISIM WD00 L zYm MXV BY RE4S(ERED EMMA13Tf OMM m BE COMEO W 10 of ConmD s ... _I - _ TO SHUTM?W 770W.RIOR _- ... OR ARCWTECT PRIOR - I TD SHUTTER A6TALLATION. SHUTTER AJSTAUA7?M I 00 n21 . I I o I I 4 Cont.WOOD HFAD£RR£OUIREDWOOD MEMBER I �-+ (2"Min. NOMINAL1'Min. 14"BOL75jPENS RAON.•MingRATION TO I 1 2 7/B'x 3/3? pp OF W/NOOW j 12"0. C. I OR S. C D. I a 1"Min. 7 1"Min. 1 I"Min. ! �-+ I SEPARA71ON , 2 SEPARA71a4 I 2 SEPAR.I7TON 1 I c TO EXIS77NG I a TO EXISTING I a TO fxS71NG � a t 1 1 GLASS OF WINDOW , GLASS OF WINDOW I CLASS OF WINDOW I OR S. G. D. 1 0 7/8'x 3/32" OR S G. O. I OR S. G. 0. o WING NUT O f I 12"0. C. I j M i7 2'x 6" 2'x 6' L—J i I DECKWOW I WOOD 9 1 o k 2'x 6' I DECK I DECK o c l 1 v1 o WOOD DECK ALT£RNA7E,LEG o . W n ; Cant 1- 1 `"•� REOUIRFD Cont. ^• AEOUIRELI LOCA77ON Cant, R R£OUIRED 1 W 0 MIDW7DTH OF PLATE 10 i/4"0-20 ELCO--fel female PANELMATE O 1-1 72'0. C W/ 7 7/B'Min. PENEW77ON 1'PLA1 4 o x 1 1 2 £0 EO 1.000 1.000' _ 20 x REO RED LAG SCREWS O 1/4'/x 1 1/2' 3//4'BOLTS W/ d%4"BOLTS 11 6'O. C. LIC SCREWS O 7/B"x 3/32' 1/4 Y x 1 1/2" 7/B"x 3/32 6'a C. WING NUT O LAG SCREWS O WING NUT a 12'0. C 6"0. C. 12'0. C. ALTERNATIVE 1 ALTERNATIVE 2 ALTERNATIVE 3 t ALTERNATIVE 7 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS B SCALE: 1/4"- I' WALL MOUNTING INSTALLATION- SEC WN NSTALLATION-SECTION A SCALE: : 1/4• = 1• INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS This Is Not Acastteer Druing, all F.B.C. } NOTES 24 GAGE GALVANIZED STEEL STORM PANEL AS SHOW 7. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, SCALE NOTE FOR COMBINATION OF SECTIONS.* -70.0 PSI AND PANEL'S LENGTHS UP TO 7,-8'. 3/f/oz ° FLOOR/WALL/ CEILING MOUNTING SEC77ONS CAN BE 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ( c EASTERN METAL SUPPLY INC Luff ° COMBINED IN ANY WAY TO SUIT ANY INSTALLATION PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. I { E O I N C. 4p68 MImuT TESILYo t ExeulcFLMNG cLarrANr > a Fi a�iw7 02-055 �....:c T^�C-- eSA9 py—.r(3T,sr..117•WWIGlN aUVDrs 52 MI" a PLoae:(,70s.@7r-fSJa.Far:(Jas)71-isn �•` Ma DRAWING td EB-0006719 An.>• aoe:aaWeW wa WALTER A RLLR Jr. P. E :.. 4 �I�-` ✓:Z4?KN Lie. ff 1 I : - CITY OF ATLANTIC BEACH t� I ? 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �Jjilt Application Number . . . . . 05-00030667 Date 6/28/05 Property Address . . . . . . 470 ORCHID ST Tenant nbr, name . . . . . . INSTALL CU & AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DOBSON, WALTER OCEAN STATE HEAT & AIR It 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMPr IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUII.DING CODES. !&- (P 1A BUILDI CIAL r. f CITY OF ATLANTIC BEACH r MECHANICAL PERMIT APPLICATION Date: v Property Add re s: 0 VAZ4�,/ y Owner: Telephone #: Contractor: , ocean �-�a�e �-►�E (e Telephone #:EqQ-$t'5 Contractor Address: 14�(D�,nC � ��}� Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: (3 Electric ��. ❑ Gas: _LP Natural -c-entral Utility ❑ Oil ❑ Other—Specify_ MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK C'Heat _Space _Recessed -`6entral —Floor p—Residential �3­Air Conditioning: _Room antral ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) p'' Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Manv &Dimensions Contained Manufacturer No. Agency r 800 Seminole Road .Atlantic Beach, Florida 3223 Phone: (904)247-5800 • Fax: (904)247-5845 . http://www.ei.atiantic-beac�us " r� `x r Ile \ 7000. -f 1000, ...�—�' ll''•��'q.h;to� � �' 1761 DEPARTMENT©F SWUNG ;< CITY OF ATLANTIC MACH PERMIT INFORMATION ------ ------ LOCATION INfiflRMATION t Nurbe 'i17614 + 70 ORCHID S"l' 'Iw ET xmi t TYP .N .ATLA 'I'It LEACH, FLORIDA 32233 ' W�ark:1� t - Lw*t DESCRIPTION ' tr. Type'.' D FRAME' ' BIc .LD `r posed ;'U e:S I NGLEL `AMI ► " Twp. ► DweIIimga,! t� Sect ca {� Subd: l n s Subdi vz tin:SECTION N rd�t Cost , < 3;t1 a r P ►:60 f`Date, Pa`; r E or Desrc VACS FENCE PER PLANS s ZRT 54 'PLITION FEES41._ CA oa 101100 I 44j AT 57e& eec, e. a- , CON i I ON ` ROPE R 1 dd k z� Lt W RX, f' z NQ"l�S: r NOTicE.iNSPI`cnoNs MU I EQvESTEo AT LEAST-Z4 p TO rNs EMaN '. 4 { t3U DING MATERIAL, RUBBISH AND DESRIS FROM THIS WORK MUST NOT SEP IN PUBLIC SPACE, AND-MU �; BE C 'E UP AND HAULED AWAY SY EITHER CONTRACTOR OR OWNER ` LURE ' 0 COMPLY WITH IN THE MECHANICS' L� JS 'CAN'GAW ES.LT PROVENtENTS ACCdRpINt; TO F0CAPPROV6PLANs WHICH ARE PART OF THIS PERMIT"Arlt?".SU&IECT TO.REYOCATtdN T +I dF;APABLE"PROi/iSIONS"4F LAW. FOR A , CH Bit IEP RTMEN 411MI� 1 � C APPLICATION FOR FENCE PERMIT Owners Name MaV-kr-Sl-WJVlQ R6lQ� Phone 1642-7000 Joh.Addrass 4.7U d yC,W a , k r b c LotiBlocic and/or Unit # Subdivision A Fi Cnntractar if different from owner �iQ,lVl Valuation..of.fence$L "VL14 Corner or Interior.Lot U� Type of Construction 12 t1 142 Q1 IV14A. tc Show location and height of fence as well as location of. street(s). �l Owner Signature Date IAP Contractor Signature Date MAP SHOWING BOUNDARY SURVEY OF LOT _ 2 __ BLOCK __/__a¢_ AS SHOWN ON MAP OF SEcrl ol, / "/-/*' • 7'Z, .4.1r/C 4E.4Ch/ AS RECORDED IN PLAT BOOK ��_. PAGES _3 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR _�U�TE Ala-411E C0lee0"fd 7/QN ,(/DrE.' E6EV47/0/1S,4QE51-10N/N TuVS:(//./4)AAID/ZEGEe 70N47-/OA/QL GEO,pET/G VAC7744L pdrvv OC CERTIFIED TO: MARK R. A SUZANNE M. ROBERTS PULTE MORTGAGE CORPORATION FIRST AMERICAN TITLE INSURANCE CO. PHC TITLE CORPORATION Lo 2 4d7 / w , 47 u i6 «B/afA 1 C�e.lOs9E Z a c A' Qi5.4' 16--P B.5 �\1►] A4 rly` Oo4 rl � IN J Ci�q f M /A e 4.111A�new -9 - C k Q T Sf FlNdG SU,Q—wry (p--/0-0 J /.,0 7E F-pUNO ALC l20NS fCJq 710V ft-IR VeY 4-18- 57 A10 r4 FOUND ,o,Cc .aove- I HEREBY CERTIFY THAT THIS SURVEY PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61(,1 7 6 FLA ADMINISTRATIVE CODE f< Fceste. (PURSUANT TO SECTION 472027.FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH IS CONCRETE MONUNtNT MEN7S UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY1/2"FOINID IRON O 1/2"SET IRON-L./.170{ FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD 0R.L WILDING RESTRICTION LINE ZONE --- x'_.—_- AS SHOWN V THE FLOOD INSURANCE RATE CLARSON ANEW ASSOCIATES, INC. CENTRAL ANGLE MAP COMMUNITY PANEL N- 120075- Q��� p DATED-f-t7_#9 1643 NALDO AVE JACKSONVILLE, FLA 32207 R RADIUS A ARC DISTANCE - CN CHORD DISTANCE SURVEYED UCI"oBE.Q 300 t 9 9G P CPOINT OF CURVATURE ----- ►.T ►001".7 OF TANGENCY 1'S'ERFD SURVEYOR NO 'l3G/, FLA P.R.0 POINT OF REVERSE cum" = SCALE _-_�___ A In rf056 /7• P C.0 POINT OF COMPOUND C{Slr[ - "—•— 6•)aoo0 69A/CB FIELD BOOK 580 Pa. 9, MAP SHOWING PLOT PLAN OF LOT.2 BLOCK4 AS SHOWN ON MAP OF ,5C-C�`10A1 . ,4n.4AV rIC 69-AC y At RECORbl:b IN PLAT BOOK /8 PAm or " CURRENT PUBLIC RECORDS DLIVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEAIM REFERENCE: IMANNO ON R1dIT-OF-MIAY UNE HEREON 19 THE SAME AS 94M ON THE ABOVE MENTION® PLAT. 8.2, L DT 3 40 7' 2 poi / .50. 000 mrze 20'BRG T� (p OAK DOUBLE DAK 1!0 O � TR/PLE OAK Ig., IMAX MYRTLE ;D NOT C': 014L M I A101? 6RADINC, is m^�ti AIC O E .30" TIO , 1\ w zcP• y� ILI N ` Y r ,1r"* REC -Im o��' • MAR 6 1997 ii cl City of ,Atlantic B ch o Building and Zoni g FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD PREPARED BY: ZONE �� X" _ AS SIIOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. MAP, COMMUNITY PANEL NO, 1200'75 ' 0001 �, DATED 4•l�• �, DATE: P,661PUARY Gv 19'99. PROFESSIONALyALDAoDvUE SIURVEYORS SCALE: C - 20' JACKSONVILLE., FLORIDA, 32207 ; MAP SHOWING PLOT PLAN OF LOT 2 OLOCK loo AS SHOWN ON MAP OF sr-crlom �,W" ,9r1. 4Mr/c SC-ACH At RECORDED IN PLAT Bow 18 PAGES 34 . OF rA CURRENT PUSUC RECORDS DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: KAPMO MMI ON MOHT--OF—WAY I*& HEREON IS 11HIE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. B•2 Z 0 7- 407" 2 X07 / &- WQDD 4.7 M t� � /D FANG .5 Q. 0 0 (D' p0 20' [3kG TRG-C- Gtr4&A D 0 OAK Qp. DOUBLE OAK O rRiPtE OAK X18" PINE 0:• 30" WAX MYRTLE NZ m NOTE: OJVtr MIA101? ^ # ORADINO 15 `e Air- O v PATID 2.Co' oo PGS tit RE Cf 3' R r o. MAR 6 1997 �l City of Atlantic B ch r 3 0 Building and Zoni g FL00��� kgRTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD 'PREPARED BY: ZONE -' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 120005 '0001 , DATED CLARSON AND ASSOCIATES, INC. DATE: )WM414Ry CoPROFESSIONAL LAND SURVEYORS 1643 NALDO AVENUE SCALE: 1" s 2 � JACKSONVILLE., FLORIDA, 32207 CITY OF Office of Building Official REQUEST FOR NSPEGNON Date ! _�!_ _ Permit No. Time Received Job Address Locality Owner's �� Fr Narne ------- -�--- ..Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Flaming J Footing Rough Wiring - Rough Air Cond. & Re Rooting ❑ Slab ,;i Temp Pole 1 Top Out 7 Heating Insulation Lintel C'. FinalSewer Fire Place C,. READY FOR INSPECTION 4,)Oz� Pre Fab Mon. Tues Wed. Thurs. Friday____—_—_ 'P.M Y ) - A.M. Inspection Made ___ Final Inspection I I ---�- 7 q ` ' Certificate of Occupancy I Date - - ----- -- ` _ 1 .,.f- ► '" �I�►. .tel/ TT �6 - .. m i� 1t m 5.6. VEI) ;oIj REC Cid aimID"ILL.EI:LMAR 6 1997 r-t-�T�?: rRm r--�n*err • CitY Of \� ding and Zoning /I ill/ Rrn�^Yr� -71 I-M,rrr \_ APPROVED ■C'7�a Lr1iL mil U W CITY OF BM / BUILDING OFFICE A I, AR 2 4 1997 / I!!!!!F_ 4i1_ i�.: �a _ ■ 12 4 R0,01P FRMINC PLAAFti . �� Nor ro SCALE --THIS DING. PREPAAEDFR M COMPUTER-IWUT JLQAOSME TT Y T MF m TOP CHORD 2X4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. f1991 SBC) B0/ CHORD 2x4 SP 13 N UPLIFT 1181: 250 350 NESS BRG.LOC F Tl: 0.00 11.38 N 1RUSS DESIGNED FOR 100 MPH WIND. 15.00 F1 MEAN HEIGHT, 07 WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF IBDTIOM) DEFLECTION CRITERIA 15 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- #1 NIP DESIGNED TO SUPPORI 04-00-00 JACKS WITH 2 PANEL TYPICAL SIMPSON 04 EDUAL UPLIFT/HANGER REOVIREMENTS -J TOP CHORD ANO NO END VERTICAL. (rl-Gravlly (-l-uplift A RIGID CEILING OR CONTINUOUS LAIERAL BRACING AT 24" D.C. NNN UPLIFT MRM I 1r*E HANGER NNN R] MUST BE PROPERLY ATTACHED TO IW BOTTOM CHORD. H5 - -455fIJaCkS Only) I HUS26 - 4 2751# -1286#(10d 1plyl MYS12 - -10000 f HUS26 - 4 33150 -15500(!6d !ply) m PROVIDE HANGER AT LEF1 END OF 1RUSS FOR 723.22 1.85. MIS12 - -20000(2 Each) I HHUS48 - 1 4299# -16601(lOd 2illy) p� M17208 - -37861(2 Each (100 HHUS40 - r 51800 -20000116d 2bly) M11288 - -44551(2 EaCh 06611 HGUS48 - 4 66401 -21991 IOd 201Y) MS760 - -46880 jPer 2p1V) I HGUS48 - 4 80001 -26501 16d 2plY) CS130 - -16500Eachl I HGUS5.5- 4113351 -39454116d 3p 1V) m --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS O 3 O r- ' 3 m [n 4X4 r c 3 5 C7- 70 o AI nJ C U1 N x4( X41AII 41 B, I.OX3 1.5X3 O m 4' 3'8" 4' 1290 1294 O z R-7230 (1-2600 Rv-8441 U-3501 N-3'8 in pp A Vt 4- N GN R i-TP TY - I 7 7A - R V, 17 u6 A£E -O9 $kPIJ[IREI,EE1Fa wwxia INC. IWISM ACCUUZ CITAENI CAI! 02/2,6/97 TC LL 30.0 PSF REF m n(� *I MPOATANT If IT msu wm at 1EEPEIam#a At.. ARN I NG IN kowta 1Q UUTIEN Am OETIUION IREN TNis d716N EA 11lSE IPCCIfRAIIM+I. OR ANr EWL1Ni. 3[E NtE-91!+TYI A!E 7N17 OE11EN e T-C DL 7.O PSF DAtE - 02/26/97 m \\uV�liV\ .littm IE fulto INE IK6E'l.$091►MWARCE Nl at OIM M 7PE- pan IIgIT10NAl SmctoI AERW1,*Rf!RAVENS IN ^� ALPINE V011iC10Nb UW NUN i aft AMY.HEEL 101E11M ASTM 0UMl1A{NTO. VOLIS0 CWKB*lEE ImnATt0k IOP - - C OL 10 .0 PSF DRWG (\V\[ 1940 OR 1 NICE"A!N0110. �►v fAW..ETIE"I!fAW IKI W CHIC SMALL BE LAIIA&W e1ACE0 r1m oR1PER � O Psf �E L. S ANS wLlAe SetftRl.ISE►aA�e a rwEE EQfI1AL P"11 t..rrAp,Eo OL+.000 OPCLiaAO. ROTTEN etaPo _ BC Ll eE1A[uaa 054"fNN(s.t*. AH 1 1l"-P, Ql1W 11IAR01P00 -!ITB ONOPEALV AITIOtEO 11010 C[Jf:TNO •-OEE TOl ,LO. 47 .0 PSF 0/A LEN. Cwww N/APDL IC/0L0 mvts A Ai mu 0 T*1. AN vameaR"! ALP" M)WICA► �R7E JIV1/!II 00R PROP94 ♦- !!AL OMTHIOORANttN A"Lill 10 AI CDRPQbKf0 OEPICTlONERE O1+NAlt APRNII[A7t".NUIRTAN A twT Sr TNI! DUR.FAC. 1 .33ENLr, A.o tNA�t A,R PIA.to tANAR EN Aw oltlR rAr. OEs10N 10 0RE TRUM IMOCTLON COOPACTOR. �� ��� SPACING SCC above TYP SPEC .� - - 4' GAULE THIS . PREPAAED FRN COMP 1 R T A M 1T Y IIF M TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) to BOT CHOm 2x4 SP 11 Dense •B2 204 SP /2 N: UPLIFT (LB): 690 620 NESS 2x4 SP 03 :112 2x4 SP 42 N: BRG.LOC (FT): 0.00 23.71 N TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FT MEAN HEIGHT. M I MIT" DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . j DEFLECTION CRITERIA 13 L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. - ------------------------------------ ------------------------ CD j A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. D.C. TYPICAL SIMPSON OR EQUAL UPLIFI/HANGER REQUIREMENTS �1 MUST BE PROPERLY ATTACHED l0 THE 90TTO4 CHORD. NI-Gravity H-Uplift SPECIAL LOADS ON UPLIFT www I NON HANGER NNN ` N -------------------------------------------------- H5 4591(Jacks Onlyl 1 HUSH - C 27511 -12861 104d iP1Y) 1C - From 74 PLF at -1.33 to 74 PLF at 4.OD M1512 - -!0000 I HUS26 - r 33151 -15501 160 JOY) m IC - From 106 PLF at 4.00 to 108 PLF at 11.93 MIS12 -20000(2 Eachl I I*VS48 ■ 1 4249/ -16600 1IOd 2DIv) IC - From 74 PLF at 11.33 to 74 PLF at 25.33 MT1288 - -37864J2 Eachl (10d11 01" ■ + 51800 -20001 Ad 2aly) Be - From 20 PLF at 0.00 to 20 PLF at 4.00 MT1208 - -44950 12 Each) I16d11 HGUS48 ■ r 66401 -21990(10d 2ply) Be - From 29 PLF at 4.00 to 29 PLF at 11.33 MST60 - -46881 Per 2p 1V) I MUS40 - 4 80001 -265001186 2Ply) Be - From 20 PLF at 11.33 to 20 PLF at 24.00 CS150 - -16504(Each) 1HGUS5.B■ +!!3351 -39451 16d 3p1y) INC - 445 LB Concentreted Load at 4.00 --------------------------- - -------------------------------- Be - 496 L8 Concentrated Load at 12.33 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 0 3 2 0 • r 3 M C0 C 4114 3 1.5x3 1.5x3 m rn 1.5x3 .5X3 1? 1.583 .5X3 51.© _ v 1.5X3 5x3 .5X3 5X3 v co !.9X3 .5X3 in N 1,5713 .5X3 .5X3 .5X3 3 4X4(A2) 5X3 5)p 1X3 x5(Atl TTI8' O 1.513 . AL 1.5X3 . 1.5X3 1.5X3 1,5x3 = �� �-•� 24' N 4' B'4- 1119" z 14to 496 co Rv-17920 U*NOO Ww3"13 Rv■15984 U-5200 W-3'8 A? a - 9 Ij 'TY 2- P N CRII- . (IY - TTA - 1 V, 7.3u6 CAFE -0 9B G) AtPMt f►Ai11["M "amm loc. 0x.15600 acaatof 64101PC COW: �2l9. ?6/97 C LL 30 .0 PSF REF rn (� 11131PORTANTl1 M autA Her K x1111oaxelmLt F4w AIW ARNING IN HANOLCN11. 1x10T1O4 ANO e1v1Alie*PAN*IAyt USTgN p1 UNIL SKCVICAII&M 00 ANY NIMCae.Ift HI11.0I Ir Tor. TER THIN Kwiff .�``OS TC O1. 7.0 PSF DAVE 02/26/97 m FrTrelle le SUALD TNt TIM IN pOHre"AMEI 01114 091110 Sl III. fell A�ITINAC IJKCIRL PCNNAMNI WCIAQ xE 10.0 ^ jkPIK C&SM"1O Aft*AN V 1aM OMv. O1Ct1 MCIM ASIN w101KNi1.UNlg9 01110*191 Im"01w. TOP - - 11,1SPACING '. a `O•v PSf ORWG A ACAO M O EIIOVi M 14%0. APh/ Om*tcpr le CAIN FA11 OF CHM MKIL 0f LATEIIALLl ePAC10-TIN PAOPEx aeon 0 ,0 PSF ,OE II11_fS0 ANO,rxl►f94 104ft1w 1.aCAlke e0 1141!unT1NI ee011ltp 41 rTTACKe PLIIOCa p11Aiwile. wpoil"IQ - N _ �".7scoad4w ii ria owA0ro tx Tee 0 IeN•r.MIN 01400000 NEIN"Mmtr AITAcNtO(tela 0Er►INa •-9!l 9000E eF TDT.LD. 47.0 PSF 0/A LEN. COiO01 M1/RICACLe W411910" OF NCO 9 101.AR EMCK111•6 ALPINE TECHNICAL 11PeAM 01f/4fl FOR PROPER - (0 q10 YMAL eN TNr9 oallikV IPFLICI To TNI COWC ONT IINKC110 MW O MALL APPLICAII(M. FLO.IIN A(VPr 1/ tHu Q' _ OUR.FAC. 1•33 IN QKV. NO IMLL Wf K aCLTIe UM IN AW%Tl11N NAI. M�IS"le/K NI190 If ellaN cOnRACTOA_ JWE,-,-�'•l„ see above Typ SPEC a TI T INIS JM. PRPA FROM 1£A INPUT ILOAGS & M i S MI Y T m lOP C,*mM 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT HEARINGS AS INOI ATEO_ (1991 SBC} w BOT CHORD 2114 SP /2 N UPLIF7 (LB): 470 470 WEBB 2x4 SP 13 8HG.LOC (F7): 0.00 23.71 W TRUSS DESIGNED FOR 100 MPH NINO 15.00 FT MEAN HEIGHT 07 WITH DEAD LOAD OF 5.00 PSF (TOP, AND 5.00 PSF (UOTTOMI , OEnICTION CRITERIA 15 L/360 LIV[ AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- CD A 81610 CEILING OA CONTINUOUS LATERAL BRACING Al 24` O.C. TYPICAL SIMPSON OR EQUAL UPLIFIMANGER RE0111RE14ENTS _j MUST 9E PROPERLY ATTACHED TO THE BOTTOM CHORD. 111-Gravity (-)-Up111t -------f------- --------------- N 11411 UPLIFT 111111 1 111111 HANGER NOW H5 45511Jacks Only) 1 HUS26 2751# 12869(10d 11IIY) .. MIS12 - -10001 1 HUS26 - 4 33154 -15504(16d 1PIy) t9 MIS12 - -20001(2 Each 1 HHUS40 - 4 4299# -16604(IOd 200 CD MIT269 - -37861 2 Each 0 M I HHU548 151901 -20001116d 2D1Y) MT1299 - -4435152 Eacri1 (164)1 HGUSAS - 1 56404 -2199#110d 201Y) MST60 ■ -468811Per 20IY) 1 HGLIS48 1 B0001 -26500111fi6 2plY) 1 CS150 - -16501 Each) 1 HGUS5.5- 4113351 -3945#(l6d 301Y1 ------------- -- -- --------------- ---------- -------------- 'n REFERENCE HOLNES LUMBER DETAIL SHEET-FOR UPLIF//HANGER DETAILS O 3 2 O r 3 m �•- ]2' 12' � r C 04 3 to m 70 5 p 1.5x3 .5x3 v U) U1 U1 I r 3x4(All 114#A1) 11 O U] 24' �J cn Rv-1227/ W-470/ N-3.8 Rv-1227# U-4706 K-3'$ Z Cn *A , 7 1 gE© 414 7 D -A T-7P 7Y - 6 TOTAL - 6 REV. 17,3u6 ALE -0 IAq'!tmtuluw PWAMS. 118. 101054141 acture 411'!11[ENE 02/?�.6/97 TC LL 30.0 PSF AEF m M IMPORTANT k11 1wYc NOr wll w romat m Pa►Rr ARNING r11 wA1141LTPa, 4REcna4 No 1t of,", . ^j\ RYIIITIW PON Tx0 10051411 01 IWAS VICIPnE1INA OP AMV GOACa6_ SEL HIB-11 tT TPI.349 Iwl!K314 t 11yr • TC DL 7 .0 PSF DAIE 02/26/437 m FAK4M 10 w►KO PN IEyt 1M CWI MtwG Iflfw Q/144r tY TPI- FOR AMI 11dIPt VICTAL Ptfw~1 114CIMt Of - , , /l "M C9M r PON 4001 Eu1F p 70"414til. 11[11[IEEIINR ASIR 4REPAPOTS. 41415!011{11111W IHOI{AT;i, Too - � QL �0•0 PSF (�RRWG U1 444/110 0 Zpr"Rollo. APPY cdog 00000 10 14414 rACO M CHM 1111111.K LAMALty 41540410 OTTR PROPER 0 -0 PSF �E f11100 Alp INllll O WftU! LOWFO"0419 NS104 P41111100 Lr Al KWA P11w040 9fA1111R0. 14111Cu CIEPO *6170 ISPACING . LL 4w10[Craiwom105411P14141F Im 175 i 1f0A-F, doraww immm" vim PROPIQT Arficrtb 411010 t1 r1 VO •• 34[ 9141[ Or 7417,1.0. 47.O PSf 0/A LEN. C"O0w w/1PRRAsout PRONIOUM M Pm a opt. 1004 4140I0EER-0 Rolm mWICAL OPlalO 17/IHII PoR PROPER l OR10 E'er 114 Ow 11110 001=10 APPtr00 1D!N GOIi41yrN/OOPICTEO 15141 11i1M41LL APPLICAf[ON_1100001}41100 A COP'Of INTO Q�� DUA,FAC_ 3 .33 eA1r. AN wwu wr N 1E►110 1004111 IN rn1 wet*wAr. aatsw fo I. rIM4141 fitCttml eawIR441a. , 24.0° [TYPE Cd�N ... 1 AI r r ,,'�''��. 4441. A job- 17-03§§L LOT 2-104 1 4 MN THIR OWS. PAEPAREQ FRN kLUPW p 1 A HIEN 1ONS) SU341 NF m 10P CHORD 2x4 SP 82 N PROVIDE 0PLIFI CONN£CIIONS AT BEARINGS AS INDICATED. IL991 50C) to 601 CHOW 2x4 SP 12 2x4 SP 13 N UPLIFT 1181: 120 PLF NESS BRG.LCC 1fi),. OVER CONTINUOUS SUPPORI 7RUSS Of 31GNE0 FOA 100 MPH WINO 15.00 f1 MEAN NEIGNl Ol WITM DEAD LOAD OF 5.00 PSF (IOPI AND 8.00 PSF (80T10Mf , DEFLECTION CRIIERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. - --------------------------------------------------------------- LD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON Of) EQUAL UPLIFT/NANGEA REQUIREMENTS NUST BE PROPERLY ATTACHED TO THE 80110M CHORD. H)-Gravity I-)-Uplift ALL PLATES AAE 1.5%3 EXCEPT AS NOTED. *RR UPLIFT NNN MRN MANGEA 111111 ' N 145 - -455!(Jacks Only) M525 - 1 27511 -12668110d (ply) MIS12 - -10001{ 1 HUS26 ■ 133151 -15500 1160 1p)y) m MTT28B • -37861(2 Each (10011 tU948 • + SIAO! -200011160#1106 2Ply) m MTT286 • -4455112 Eat A) (16411 HGUS48 w + 66408 -2199#(JOd 20{Y) NS16O + -4668/ Per 2ply) 1 HGUS40 - + 80008 -26500116d 201yl CS150 -16508(Each) I NGUS5.5- +11335! -394514160-3p 1y) m AEFEAENCE HOL MES LUMBER DEIA1L SHEET FOR UPL1F//HANGER OETAILS X O 3 2 O r 3 m U1 �►--- 113' - - 113' ------� r 4X4 C 3 to m 12 • C !P rn Nn N N L0 I 3114(All x41A1) _3X4 B' O AY+1223# Us,51011 NWIII A-284 011 NSW N O Z W IN.- V 0- P S N i�T TY - 1 TA 1 R V, ll CAEE - 9 J17 D G) "NO Amumm NrA PRpO(RIs. INC. TOMAS PCIU19t E141PH[AM 0^1/�(�'/(�7 T('i LL 3�,� PSF A£F m (� N IMPOF17AMI N N v-%%Not w m~wt fat amf.-f. ARMING 1N NAfglw. EParia ANO G v 1l11A1IGm rpm NWS 011TAN 0R 1111E WISIIICATIQMS, RR NONACINO. $19 NM-11 01 Net. Sts ONES RESIGN .11 U, .,, TC OL 7 .0 PSF OAIE 02/26/97 t9 p FA ILM! 1Q 11a"THE Imm IN OgIRAPA/S(10144"ITS@ 410 opt. 811 AwIT/GRIL"wK PtRNAI.INI uIACnoO Nt ALPINt E40=19%APE MW O 1961 OALIF. 14110.1111110 p111INNUA11.UNLSSS OtAERMISC INOX419% Tae - Bfi Ol 10.0 4ySf WGAAP SN 1 EMPI R1 1164411. t1M I CplltiONS TO 1ACN rARR WOM MALI !E LATENALL►$RUR*WITH I'Mmlo 0 .0 PSF VVE seal TRIM-AM W141%01A1N1 04 MAN*04,1N1'*017104 10!771011 L1 All"D RT1=O.b tA/NSA6, 11041eK CPOM - N 8C LL Calmlic1l 1111 011-11161 130. 1%f 11RbP.K11G-1TAN64p06 rum PAOPIAIY UTACYGO N76I0 CE0.1NR -- ITR STA/E OF _ TOT.LD. A7.0' PSFITYPE 0/A LEN. CGMWW IVAPPIECAR11 MWIS 0At W NO 6 IPI. AN OWNECA'S ALPtrI 1KNAICAL towt If/11091 FOR IMGPEA ORI ,', xu 811 Ml!OIAN116 4Pn1ES 10 1111{C11P@11PI WICTIO NEW OIUrAL<APPLICAf1aN.regNtsN A ECFV Of (Ni! Q OVR.FAC. 1 .33 IN p11.t. AAIO,MALL 101 111 Oft 400 UPON IN ANY OTi14N IMI. GtflmM ro Tit Tom t4*011IN EOMI/CLGN. IkEfM`'.•`' SPACING 24.0" SPED �-D T 1 N T 1 '��1�� ���� 4 4 TH PA F T R T A 0 1 M T1 Y T MFA: m h. - - m TOP CHORD 2X4 5P 12 N :T2 2M4 SP 11 It PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) IL 601 CHORD 2X4 SP 12 N UPLIFT 81: 430 440 200 MEOS 2X4 SP 13 BRG.LOC FTI: 0.00 20.75 25.71 N TRUSS DESIGNED F01% 100 MPH HIND. 113.00 FT MEAN HEIGHT, m WITH OEAO LOAD OF 5.DO PSF (TOP) AND 9.00 PSF (BOTTOM) . OEFLECT10N CRITERIA IS L/360 LIVE ANO L1240 IOIAL LOAD. ENCLOSEO OR FULLV OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 6.50' END ZONE FROM EOGE OF THE ROOF. A R1611I CEILING 0R CONIINUDUS LATERAL BRACING Al 24' O.C. -------------------------------------_------------------------ CO MUST BE PROPERLY A►TACHEO TO THE 601TOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTIHANGER REQUIREMENTS -j N-Grovlly 1-1-Uplift .r SHIN ALL SUPPORTS 10 SOLID BEARING. ----------------- ----------'---------------------------------- coo UPLIFT D0X "m "ANGER NH4 w H5 - -455i(Jac ka OnIyl 1 HUS26 + 27511 -12861(106 tolyl "1512 - -fOtl04 HUS26 + 33151 -135011166 IDlyl m HIS12 - -20001((2 Each) i HHU548 4 42991 -!6601(1041 2Dly CO MIT269 - -37661 i2 Eech1 NOW HNUS48 - 4 51801 -200011164 20ty MT1208 - -4459/1,2 Eachl 116d11 HBUS48 • + 66401 -219911109 201y) MST60 - -46881}Per 2Dlyl I HGUS40 - + 8000# -26501(16d 2Plyl CS150 - -1650111Each) I HOUS9.5- +113351 -3945/1160 3DIy1 m REFERENCE MOLLIES LUMBER DEIAIL SHEET FOR UPLIFI/t1ANGER DETAILS 0 O 3 2 O • r 3 m Lo �----- 13' 13' ---1 r 4x5 C 1.5X3 m m 12 .5x3 9 3x4 ;A axe m Lr) in in I Ln 3104(AI} 10 ro Vill+ 4(AII ,i 3t�. � _l_ 12 6 O 3 tix12 1. x4 N 20'9' 5'3' =n �-� 17'6.8 3'0"8 5'3' �--� ca 26' O Rv-t07B4 U-4304 -3'0 Av-12810 U-440# W-3" N 11 RV-2839 U-2004 W-3 8 Ag -° •TY s- N S 0 N • P T Y 1 TA . A V. !7 Sufi SAE -0 6 3) AL+14D fm*iwlAie eNOW113, INC. TOJims nwim[117mv CYTE 02/g6/97 TC t1 30_0 PSF REF m (� NIMPORTANT NNsere.Nm arartsdFlE1►t►DA.w+ ARNLNG sN wAmim mwitoN ANO . ltvq1MN rHON m1s alteN pr 1N[!I 4oceE.Iurjoee Oa ANi tlaACTaO_SDE N[8 91[ !tY Wj,S[t TNp 0EY[ON ,��Lj;� "�,,� 1C DL 7-0 PSF DATE 02/26/97 m MRtA le Bullis r!1 TMgO IN ceriCMMX VEIN oarM In Tal. Me ADDITIONAL Apfem &WWI en cim ME m 0 V wY1[grM67000 YN HOD EI tM[a aAlr.ytDfL MIErIM AITN aOtnEXeNTe. uMLEsD oTNEAO[aE [ND[cArew Fan - - BC dl t0.0 PSF DRi1G 444 EF a IAQM)AN 1415D. AIPA'A tVAOD+00!TO IACH FACE 01 C14 MI lR4l 0E WIDNALLM OmTCED 11104 N0 Ft 1808 IAM Ale W%.EN1 OF/OIFAift IOCMEs OA""A ODSION n0l111aN LT At IKKO A►iM000 D-UMINQ D0TION CHOnO _ X E.PAI L .O PSF IjE6 CDIOltloom RM&wpav in 160 D 11&4. inn*01AAp,UD! NINF rpwmr 1714e Ie A�Ie ctA1XE-= i[05197E OfLO� Q7.O PSF Q/A LEN. COWOM IrRaR IdA14 f"WISM4 O MIN O EPI. W CWrNEEA'3 ALPEEN TZGMNtSA 0/DMTL t7lj~ r"PAOP[p p�141E =ALL AWMe.;TIDA. ..Is"A 00aT O►T." FAC. 1 •33 Ro[lTCA w T►i Taus iticTTdt cOATAAtTOA, ,, iNEE ,• ING 24.0" $Ct$ ��' TVP i A 8 i P F Pia 1 I IT TE Y T m 17--p3fib) LD ' m TOP CNORO 2X4 SP Il N : 12 2x4 SP 12 k PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS INDICATED. [1991 SOC) t77 BOT CHORD 2X4 SP 12 N :82 2x4 SP Il Dense; UPL1F1 (LB): 430 44D 200 WEBS 2x4 SP 13 :NO 2x4 SP 12 NE BAG.LOC (FTI: 0.00 20.75 25.71 TFUISS N DESIGNED FOR 100 NPN MIND 15,00 FT YEAR 14EISH1. m WITH DEAD LOAO OF 5.00 PSF ITOPI AND 5.00 PSF (B01 TOM) . DEFLECTION CRITERIA 15 L/380 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS PAY NOT BE DATED WITHIN A 8.90' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING Al 24' D.C. --------------------------------------------------------------- co BE PROPEALV ATTACHED TO THE BOTTOM CHORD, TYPICAL SIMPSON OR EOUAL UPLIFI/HANGER REOUIREMENTS SHIM ALL SUPPORTS 10 SOLID NEARING. ----------i+)_Gravity-l-)■Uplift XXX UPLIFT XXX I *X11 HANGER XxX N H5 - -45540(.Tacks Ortlyl I HUS26 - ► 27511 -12861(1011 1plyl MIS12 - -10001 1 HUS26 - ► 33191 -1'5%1(160 1plyl MTST2 - -20001(2 Each) 1 HM M48 - 1 42991 -16601 1104 20W (D M11290 - -3796112 Each) (10d11 HHUS48 ■ 1 51801 -?0001(16d 20ly) MIT206 - -44551 W Each) (16011 HGUS40 - + 66401 -2199#(10d 201y) MST60 - -468611Per 2A1y) I HGUS48 - 4 84001 -26504(l6d POO CS150 - -1650/(EactO I HGU55.5- +113351 -39451116d 3plVl m ----------------------------------------------~--------------- ;J REFERENCE HOLHES LUMBER OEIAIL SHEET FOR UPLIFT/HANGER DETAILS O 3 2 O 3 m 13' - - -)--- - - 13' r 5X7 C 3 m m 4 12 #.5x3 � or 1.6x X5 �, c rn ;n 1^ u) I ( 3x5(A1) ar �,j. x4(A1)t=4 e, 0 —c,3 5x14 12 1,5x4 cn 20'9' 5'3" --� 8'3'8 9'3" 1---3'0"8 9'3' (n 26, o Rv■1055f U-430f Ww3'8 Fly-1402# U-4401 M-3' N Rv-184/ U-2000 T1■3'8 pA - Tg- 1-rP T - TOTAL REV. 17 3U AE - 948906 7 D .Lrt1111 ENd*Et11LQ 00EpMc1a, tNt. 1ADBEEs Ttarinc EAtPaNE cAlu 0216/97 1C tL X0.0 PgF 1lEF j m 11IMPORTANT NN 4ANIu Np1 w at1P1y1ELe Tall wY ARNING IN NANOLIAt# f0telm INC g1"v'r. ' 1C OL 7.0 PSF DAZE 0,2/26/97 tl.TItA110M IP4N iMia 01SIaa M lit;[aISCtI MAI ICK M AMY aRACINi. KE N[a-al 87 M. SCE rMb 9CSttN ��' �� A 105.001 10%IEE!fK TIMS W W#4W*Wf Y17N ftf*IV?01. TOE All"IMNAL EPECI.t P[IINwCMI GAlCING N - Q ALPEM ceweuw wE w.w 0► mfl4Mv_MR maim AST" 4KIN11Eura_UKISS om rlst Imthn% .m 8C OL 10.0 PSF OT1MG .pe m AMO EA a amla AS NVIS. APT44 CaIE. 91WO 10 EAC14 LACE V MID EwLt Ot LAME MIL.LY WXt0 13110 PMIPER . O.O 1�SF L18EIPMsa N0D etLCsa OnCINNIM %OCATia ON Iwa ws1+PL PUIIION LE ATIAt1l9 caYwro SNtATMENU, 901101-omm X 8C LLca"clEP4 PtP."wlRaa IA& "a 9 14044.41114"armauma a1TN AIIwaRl 47TACKO R141e"CIELIND--us - SlATF / lOT LQ. 47.0 PSF 0/A LEN, [tCAa►tMNIErlo=110110 AvoeuETO IWAMP411EN1 tEPIL AO wt ORWALL wnTCAT19x. YOPNUN A CO"a T1gs Cat ' IIR.FAC. 1 . 33 14 MO. AND EEeLL NOt Ea MIlL IED MRN IX AM MOR VAN OUION 7E THE TftSS Ellltf10'f Ca■T9ACI". ,��` ,'•1'11, WO SPACING 24.0' TYP SCIS LAI 2-104 76 ' VLT THIS ONG. PAEPLW.LFROM CompgIER INPILI 9A 6 N N TI Y 1 A m TOP C1,000 2%4 SP 02 M PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS INDICATED. 11991 SBC) to BOT OWD 2X4 SP II N .02 2x4 SP /I Canso, UPLIFT (L71, 500 500 WEBS 21(4 SP #3 BRG.LOC (FT): 0.00 25.71 N TRUSS DESIGNED FOA LOD MPH WIND. 15,00 F1 MEAN HE1GH1 cr) WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM . PREDICTED HORIZONTAL MOVEMENT IS 0.42' DUE 10 LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. 1N73 TRUSS MAY NOT BE LOCATED AND 0.23" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 6.50' ENO ZONE FROM EOGE OF THE ROOF. LO PREDICTED VERTICAL OF-PLICTION IS 0,69' DUE TO LIVE LOAD TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER AEOUTAEMENTS AND 0.37" DUE TO DEAD LOAD AT X - 17-00-00. (+)-Gravity l-)-upl)Tt ' DEFLECTION CRITERIA 15 t/360 LIVE AND L/240 TOTAL LOAD. %WUPLIFT T1aN i MNa HAMGER SMX 115 -455/(Jacks Only) I HUS26 + 27511 -12860 Sod 10 A 01610 CEILING OR CONTINUOUS LATERAL. 6RACINO AT 24' O.C. H1S12 � -!0001 I NUS26 � / 33i5/ -1550/116d 101v MUST 6E PROPERLY ATTACHED TO THE NOTION CHORD. M1512 - -2000#(2 Eachl I HHUS48 = + 42991 -16604(10d 201y) m M11280 -3796112 Eacn( (1001 HHU848 = + 51601 -2000r(i6d 201y) MTT268 = -4455012 Each) fl6d)I HGUS48 = + 6640# -21990110d 2P1Y M5760 4660 per 2ply) f HGUS49 = + 9000# -26501(ibd 2ply) C5150 -16500 Each) t HOUS5.5- *11335# -39450(164 3plyl _n ------------------------------------------------------ ------ .Z) REFERENCE HOLIES LUMBER DETAIL SHEET FOR UPLIFT/HANGER O'EIA1LS O 3 2 O r 3 m co - - 13' -� 13' r 6X7 C 3 to m 12 1.5X3 .5X3 In c► 1,'37(3 .SX3 In C to 1[T U) 8A 14 37(7(A 1) a X7(Al) T 1 O _,_-I 3 BX14 12 U) 26' m Ln 26' O Rv-13210 U=5001 N>•3"11 Rv■13211 U-500/ N-3'8 Q AA PA r Y 4- q i•7P 7Y - 0 107A - IO V, 7 SCALE 'p 47 M IiAPOATAN71(M ALPINE tNSIMM" PIWA IS, 0x6. Iismw Rtawfle txtPIK CAPE 02/?�6/97 TC LL 30.0 PSF REF m 1Fw {� L Not at imposIEL[f01 ANL. ARMING TAA NAmma txtEAleN ANO A {�, axrarc+N rnoN/NTE oealcrr aL INex sEesrtePTtoAe aP ANL. EnAcrns. oEc 1130-Sl E1 LPI_ME INta aeslxN TC OL 7 .0 PSF DATE 02/26/97 m fAI(Luff L.0 MILS Im IJM IN Obiremai E1 1111N mlat SO IPE. /VF NEDItioux SPECIAL PEPAuNNL IPICINO 1( 0 Minn Come"m wit NA6t w N44 SKI.SROs NRTIxO AHN gR11ENENIS.tlM.EIO NKPNIW IN11CA11S 1w - BC OL 10.0 PSF ORwG LD ANO a a umpf N PAIRS. AANLt COWECTIN 16 twit PASS OF am"$H alt EE LA1tPUALt"NAOte WIN+OOPETT e60a NSpS AM toll"s 11141114 It I 4CAF►0 an 1111!OESTOPI P"I►ION LY AITOAMO PL'nIew 9WAT91". 9011011 C"m M - fiC LL 0.0 PSF JOE EawtttM*TALI-oIUNIPes iW JW E AGA-0. aiSW INA000va NIIN PgdnPE/�ITACKV Polo IE It Ime--S4i 911iE 0/ jOj,L0. Q7.0 PSF 0/A LEN. OOIORI WWfttCAR1 PROYbpPa Of PEs E TTI. AN EPal1a[R'S ALPIP4 RtPONCAL VDATE 17111991 POP PPOPIR f ,A 0 SEAL ON TPUWAYTMO APPIIta lO IK t7WWW OIPICIEa IEPE OWWAL1 APPLIC4711N, FURMTAN A CePt eP TNI$ O�fl Q'= OUR.FAC. 1.33 tN Ow Y, APO Out WT R IrL1[0 FP+EN SAI AMY OtHIP MAY. RUSH L.0 ANE tmlEa EPECIION COHIPACAOR_ '�., TroE ',••` 5PA C I NG 24.0" SCI$ low f 1�1 .�I� TYPE i THIS OW6. PREPARED FROM CONPUTERSUjW_11fU RV TffdS5 W 11.1 TOP CHORD 2x4 SP i2 N G7 BUl CHORD 2x4 SP •2 N :Bt 20 SP #2; 3 Complete Trusses Required WEBS 214 SP 03 N 07 PREDICTED HORIIONiAL MOVEMENT 1S 0.46' DUE 10 LIVE LOAD NAILING SCHEDULE: 10.1310.0-aJlall9f AND 0.17' DUE TO DEAD LOAD AT ONE SUPPOgI. TOP CHORD: 1 ROW 0 16' a.c. (DBOT CHORD: i RON 0 15" O.C. DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. WEBS ' 1 ROW 0 a" O.C. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING ' A RIGID CEILING OR CONT1W70US LATERAL BRACING AT 24' Q.C. BETWEEN ROWS AND STAGGER NAILS IN EACH ROW 10 AVOID SPLITTING. N RUST BE PROPERLY ATTACHED TO THE 601TON COW. PREOICTED VERTICAL DEFLECTION 15 0.95' DUE TO LIVE LOAD " AND 00,c}28g9' GUE 10 DEAD LAAO AT N - 14-"-13. - 01 )47 eSIGIIED TO SUPP0111 07-00-00 JACKS WITH NO WEBS. ~ t X O 3 O r 3 M u-1 r c 3 tri M X ------7' 51153X7 3X4 c T 5 p I.5x3 .5x3 to rn 510 !^ 37[5�A 1) I a' x6 Ul f l ,-1B, 3 6N1Q N T- 25' -n �-� 714*0 11'3' 7'4'6 U! i 26 Z T' t2' 7` to 37 / 57 / Rv•213630 U-9600 11-311 Rv■256311 U■9806 w-3'8 1A QQ g P V�g-A P f*-1 1 A. P 1 TA V, 17 3u6 AL - 82 � ��f/� y At"K 1NO�NE an 9mwil, flog. /� TOWNS pWi/IPE EA1Fxl1E CAN 02�?�6/97 7C LL 30.0 PST: REF m IMPORT ANT11 11 K owt Pat a atwo Etou fW1 tw ARN I NG EN wxmtMO. IRCTTEN AMO SIVIA1168 IPp1 1119 011011 OR PINK W9 PICAU MA 1a ANY W K114. SEE 11691 91 TPI. SEl.MIS NS16O .�;w,� F'',, TC OL 7.0 PSF DAiE 02/26/97 m \Vw\ fAILUM 10 Bull's f"TOM IN QQwwMK9 YI11 up"BY IGS. (EN!ANFIROWL SiICTAL V KWENT 44AC164 1� /� ... WINL COMIaN AM WOE SO NOA 641Y.f111f►PRIMA ASTM IMIR 6N11-WISS OTNEW134 114ICAIM 1w - BC OL 10.0 PSF onwo � 440 W f f%WT I NEED. AM.Y COWC1409 If two VAC!N C1MNO SWAL K\4T11MLLV MKEA 111114 11161!/1 NO 0 .0 PSF JOE t"IS AND!!�t14 OtAggM1SF IO_Cae(11 QA!TNla 611{611, P6g11ION \Y AIfALl1E0 PLYNCW VCAJWWM WT10N CPam _ _ O E It t.CMKCIONA 19If ff4NINfa ETP, 176 l Ia6A.-I,6ESl6N st1N6NA69 III/N PA's11EINY p1ACIt0 OTVIO E(i\1M6�•'�,1 - 9TAIP Of 101.1.0, 47.0 P$T' D/A LIEN. COM6VM 11111"LICAMO VIDYESI6MO 11 ID9 6 Tp. AN E101N((N'O ftOVA IfLMMICAI UPOAtf 17/1/911 A0N PloOPEN * f'� SEAL ON 11419 MWIIIN APKT O 10 114 COMPOWNY 09MVE0 ME![ IMA1.1 APPLICAIICM.1UNNl14 A COPY B 'MIS �ALEI Q OUR.Fac. 1 .33 IN"M ANA AWT►\1101 K ASUM WON 1N BTI SINN 1(AY, anno 16 IM Blum caul law O WTNACIM. INC E SPACING see above TYPE SPEC m m N m PROVIDE UPLIFT C64KC71ONS AT BEARINGS AS INUICAIEO. !1991 SBC) UPLIFT (A 80: 9980 BAG,LOC IF T : 0.00 25.71 LO TRUSS OESIGNEO FOR 100 MPH MING. 15.00 FT MEAN HEIGHT _l WITH OEAO LOAO OF 5.010 PSF ITOPI AND 5.00 PSF (BOTTOM) - ENCLOSED OR FULLY OPEN BU1L0114G• �- N TYPICAL SIMPSON OR EQUAL UPLIFTIDANGER REOUIREMEMTS •• (01-Gray LLy t-)-Upli I l .- MMM UPLIFT MIN 1 MMM DANGER MMM ~ H5 - -455ttJacks Only) I HUS26 - 4 27514 -128501106 101y) MIS12 - -10000 1 HUS26 - + 33154 -155DO(166 1DIY) MTS12 - -20000 2Each) 1 MDU840 - + 42994 -16604(10d 2plyl m M11288 - -37060 2 Each) (10411 HMU648 - + 51804 -20000(16d 2pIy1 MTT288 - -44551 2 Each) 0r3d)I WM49 - + 66401 -2199f110d 2ply) O MS T60 - -4668/ Per 2ply) 1 NGUS49 - + 8000# -26501(l6d 2ply) 3 C5150 -16500 Eachl t #O,USl.J- •11335# -34451i16d 300 --------------------------------------------------------------- _ REFERENCE DOLLIES LUMBER OETAIL SHEET FORUPLIFTMANGEP OETAILS O r 3 m Ln r C 3 m I � C U1 Ln I --I O Lf1 S m T1 Ln O Z U] 1 1 29 SEO - 04899 -o T YP -A P N R T-1P TY- I PLIES- 3 TOT 3 REV. 17.3u6 ALPTPE s+AttMAEAEo wgAMICRI. LAK, AMu9s[s A[pllA[EMTREPt tAPI 4��?x`97 TC EL 30 .0 PSF REF m M 1LlPflR7ANTII N I11At�IMF1 of AAAPQAIE0.(Folt Nn ARNtP[G TR MAOOLtAI tMcntam No `1 A� oEnua4 r�as KIL41190"CH antctFla7tmat a ANY a.ACINO.xa"A-Et sy TPI. sn Ttits MAIN .� 1C OL 7 .0 PSF UAIE 02/25/97 n \U rMUM 10 tUnW nt T*Mb 1M KOKO UM*IT"OHIO n IM, ►M AINIVISMAE SPECIAL OEM01441 WtUA ft ,J •'' O\\\vim Prue mM�CWW AMT PON m AM 9XV. ara►tattrlua&WN MFILMrn.VK1118 014"'4 VZIC*%M TOP - @C OL 10.0 PSF ANG ~ A4M6 a A tiara M Notte lPMy commMI To Arm#FAtt To deb YMLL OE LAIIRALLT YMUG VIN PROPER Tom AND M194 Ou*041%LICA/80 ON tA1A USI0q "111114N U ATVKWO PLTNOOO 1 0.11MI06. OOTTOr Clam - 7eoe BC LL 0.0 PSF .J9E IswEef0b Mal tyOW"q FBI; roe S.1Eo4-.. OE11IR AFAMOM "Ta Fit IftV ATT4de0 Rw10 CA IL INS »!B " SrATE Of _ TQT.LQ. 47.0 PSF O/A LEN, CONORN WAPPLLCM1I PA TIVO'�S W MOR I APT. W tRgREER'O UPIM 1ECNMtM TROATI IT!t/SN FOR PPOPEIt 0 p10/' ♦' 9tx ea TIMI MAAMus AMCttO h fM CalooriRT pEPTCTEO NEO! ORTMALL APPLTGTEAO. FURNt9N A COPY OF INA! 0 RUR,FAC, 1 .33 IN QIILT ABO EEYM IOl 11 AA1E0 yPgR IN ANT STMOA RA`I, OESE61t 10 INC TMM EKG/0N CQNARACIOII, '•,, IIµ£E ,.� SPACING 98@ a00ve iYP SPEC I 7 T T T THt PR Fg011 T R T i >A lT V T MF -n TIP CHOAO 2x4 9P 92 N PROVIDE UPLIFT CONNECTIONS AT DEARING9 AS INDICATED. (1991 SSC) w BOT CWH M ZM4 � #1 N :62 2x4 SP 92 N: UPLIFT ILV! : 510 510 6RG,LOC (FTI: 0.00 25.71 fV TRUSS OES16W.D FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, D1 WITH OEAO LOAD OF 5,00 PSF ITOP) AND 5.100 PSF (80TTON1 , PREOICTEO HOAIMTAL MOVEMENT 15 0,43' OUE 70 LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING, TNI9 TRUSS MAY NOT BE LOCATED AND 0.23' Wt: TO DEAD LOAD AT OK SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------------- CO PREDICTED VERTICAL DEFLECTION IS 0,71' DUE 10 LIVE LOAD TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS _d AND 0,38' DUE 70 DEAD LOAD AT x - 13-00-00. --_---1A)_GravitV-I-)_Up1I1t -- -- ---- ------------------- DEFLECTION CRITERIA IS L/360 LIVE AND V240 101AL LOAD. R$N UPLIFT I�+tx 1I ii HANCTER Rllx fU H9 -455/Wact(e Only) I HUS26 - + 27519 -128681100 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ?11512 + -100011 4 HUS26 - 4 3315/ -15501(16d Ip IV) MUST BE PROPERLY ATTACHED TO 119 80TTON CHORD. MTS12 ■ -20000(2 Each) I HHUS48 - A 42998 -1680#I10d 201y) w MTT288 ■ -37864(2 Each) 110011 %1111948 - 4 51,808 -2000#(16d 2plyl MTT288 - -44554(2 Each) 116011 NGUS48 - + 66404 -219901tOd 201y) M5160 - -4688# hr 20)y) 1 WAJS48 - A 60004 -265091160 20 IVT CS150 - -16500 tach) I HGUS9.9- 411335# -39459116d 300 -n --------------------------------------------------------------- X REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS O 3 O r 3 M Co � r C__ 9. 1 m 5x� i.sxj 7 T 51? 1.0743 .5113 Lf) v 6X6 I 3X7(911 � x7191) Q a 3 BREI 12 Lf) 26' _ 2B' o RV•1321# U-9100 K■3"8 Rv-13210 U-5100 N-3"8 U) �A TOO R SE 8 4 0 "D TY l TOTA ■ 1 REV. 7 S A '0. 3) MPCN Ewfloll Io MWATS INC. TRUSKJ PIOURPA TIMM CARE 02/?el.16 6/97 TC LL 30.0 PSF AEF m {� *IMP0AlANl M11%mtt wr w muPvoi91.R#w+wr ARNI NG ur wHbLttO IREcnov Am (\ , aEVT1UT0B rP4R IN!!Ogi99 ON K!N 1P01LI.u:A119Na oR AM OPACIw1. 9[i N19-91 eY TPI. 111[TxTA oE9lOK , TC UL 7.0 PSF GATE 02/26/97 PAILUM 10 KH1Q"Al I!PM 1R 0WOMAW11 Y71N ISTft SU 1P1. PYP AOOITIAWL JKCIAL PtAK6=4T NR40wo WE _MAP4 OOAN ma APR 1�w w FORA 9Atr. SIM IEIlUN9 M4" fM11R1ATK19_WIN V"Iftist TRllc►TAp lw6C OL I0 .0 PSF ORNG4A19 9R!VM1 Am 104111. WKV caRECTOPR 10 ICH/ACE a 004 IMLL r LATERALt1 OPAEE0 WITH P§POI 0.0PSF ,8.ENIR0I9 AMV%fW ObKPWT1O tACAtro M lHb o1lIAK. 0011 ON &W ATNSCW4 ftYNROO SKATI-Ow 10110"twv _ 9C LL emwe'ts1 PW01AOtliR!in ler f 1964.1,491fPP111iihili 1 Irk IN#wPt1KA Alril m aloleKnzw--at - TOT.LO. Q7.0 PSF 019 LEN. CAP90Mr q/ARPI.IW1 PRpyALlOPef 0 AW 1 7PL. 11K 49IIA[ER'! At1'tK 1EdWICAt 1Ar0A1[ Tl",_" TOR 4ROrlIt1110E OW 1K7!O1�APTlPc AP/Li63 to on oboup"1 OLAICTI9 HERE .001(A►L hPPLtCAlIQN.1UNNISH A CAPr RY PRI! ';' OUR.FAC. 1 . 33 IN QALY, NrO OIAtA N01RO MUID w"1M Aw1 OTHEP.1. ASMI%TV% !PUS!1PKt1OH tpFTR4CTM. ` SPAING 24.0' TYP SPEC r'rr .. 1 -ri job, 17-03fifi L01 4 j -1HIS OWG, PflEPAAEO FA014 COMPUT 7 -ILOADS & DIKUSIONS) MITI Y TRUR. SS MFm TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNEC110NS AT BEARINGS AS INDICATED. 11991 SOC) 1x1 SOT CHORD 2x4 SP #1 N :S2 2M4 SP /2 Nr UPLIFT ILB): 500 500 WEBS 2x4 SP 03 BRG.LOC IFI); 0.00 25.71 fU TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FI MEAN HEIGHT, C) WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) PREDICTED HORIFONIAL MOVEMENT IS 0.41' DUE 10 LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. 11415 TRUSS HAY NOT BE LOCATED AND 0.22' WE 10 DEAD LOAD AT OW SUPPORT. NT THIN A 8.50' END ZONE FROM EDGE OF THE RDW. L0 ----------------------------- --------------------------------- DEFUCTION CRITERIA 19 L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SIWSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity I-1-U©llft A RIG10 CEILING OR CONTINUM LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- N MUST BE 11"PERLY AITACHEO 70 THE SOTIOM CHDT10. 1x11 UPLIFT xx1 1 11111 HANGER 11171 H5 4551tJSC115 Only) I MS26 - + 27511 -12861 lOd 1Dly) M1S12 = -10001 1 WM26 - + 33151 -155011 Sed 1ply) - MTS12 -2000112 Each) I HMS40 - ► 4299# -460000d 200 N M11299 -3786112 Each) t10d11 'HHUS49 - 4 51801 -20DOM66 2ply) MIT28S - -44551(2 Each) I 16d)I HGUS18 - 1 66401 -219901100 201y) MS160 - -4688NtPer 2plyl 1 NSUS49 - + 60001 -26501t16d 2ply1 CS150 - -165011Each) 1 HGUS5.5- +113351 -39450(16d 3ply) -1 --------------------------------------------------------------- ;u REFERENCE HOLMES LUMBER WAIL SHEET FOR UPLIFT/HANGER DETAILS O 3 2 O r 3 m Ln r 1!' + 3 6x7 17 m m 1.8X3 .5x3 1? � 5 1.'3114 '5x4 in v 5X14 v , 3x7(AI) iv x7(Al) 4'a @ O ,s13 5X14 f2 Co 26' m 26' o RV-132.10 0.9001 M=3'8 Rv-13211 t)-5001 N-3'9 cn PAj _ g o ITj7-AWNE jrTP TV - 1 TOTAL - V, 17.3u6 Al '0 410 ALProo twimmu PPSgx1a, LMC. :N'mkN ROSu1RE LRTPENf CAp 02/?6/97 IC LL 30.0 PSF REF m *IMPQRTAN7N 1T OWLL POl K XVIINSIM 1`0 AMY ARFII NG IN N/Aou/1P catnlPN Ara , , IPYunaN spelt 111471,0131410 OR uw 11Plttrteulaal OR ANY.-SRACTMG. WE N1s•97 aY Tor, ut TH1a aea7oY we IC to 7.0 PSF f?AIE. Q2/25j97 m IAIINAT 10 SOSiO alt MUM IN 4WOM411CR M11x MIN 411 101. ISO ASDIVIONN IPlt7At P(R044EI47 OPACINP at , J «- O� IAPIK O0M1EC`NPN AM HARP h I45A OItY. SM A.Ilt11W0 ASIN SNININE11/3.kOktSI OTHERWISE IWDIall4L TOP - - 8C 1)L 10 .0 PSF i�RWG AAM 1a S tftVn AS N01t0. 1P01Y CON Lton 10 ENO PACE W CMN SMkk IS tATE1106LO OOACEO WISH PWOPCA - Seca 6C Ll. 0.0 PSF .18E TOM ANO"OLIN 04KOWN 141M7t41 OM owl Kl1CN1 PNI TI41N ►V 117MAA00 PLPN000 314AIHIPIA• 00TTON C1'OPO M CoMes01111 Putt11NV*O IAS AOO P IM4P. OEPISNl1OAAARO� NTt1111101111LI A1f+MS111410Ctn.INO•• Stt SPATE Of = TOT.Lo, 47.0 PSF 0/A LEN, COMONp MiApPI ICJV•R 0A00ISIONS OP POS 4 Wt. AN INSIMIA'S 4004 ICA.IAITCAL WHIR 17!1177 14111 PROPER O qt0* r: SPAL ON IHIS OMOIPO APKIER TO 1`111 tRNPOY,[kl OEPIC110 MEp[ ORtMO7.0 APPLrCAIION_ slAlclH A COPY 01` THIS V DUR.FAC. 1 .33 IN btY, AM VL"107 SC RttIEO 1DON LH ANY OIiOA 147, MIS%TO 1114 lam IN&CTIAM tONTPAGIOA. INE'll^,•` SPACING 24.0" TYPESPED P., ........ 1 i 1 H P_LAR F M 1 1 A 1$11 I M T T 1 IaFR e m COP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS INDICATED. (1991 SOC1 w 801 C� 2114 SP 92 UPLIFT [L B): 920 920 BRG.LOC [FT); 0.00 5.37 N TRUSS DESIGNED FOR 100 MRH KIND. 15,00 FT MEAN HEIGHT. 9) WITH DEAD LOAD OF 2.00 PSF [TOP) AND 1.00 PSF (BOTTOMH. OEFLEC110N CRITERIA I5 L1360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. ------------------------------- LO )HIS GIRDER DESIGNED TO CARRY 02-00-00 Ff(AHING 1C/8C SPLIT TYPICAL SIMPSON OR EQUAL UPLIFI/HANGER AEOUIIIEMENIS FROM ONE SIDE AND 26-00-00 10USSES FRAMING TO BOTION CHORDUO-Gravity (-)-U011ft FROM01NEA SIDE. --------------------------------------------------------------- t .- MrN UPLIFT MMM MMM HANGER NMM N A RIGID CEILING OR CONITNUM LATERAL BRACING AT 24' O.C. 115 455,Wacky Only) 14US25 - 4 ,27518 -1286#110d ]ply) MUST BE PROPERLY A71ACHED 10 THE 801TOM CHORD. 14TS12 - -10008 1 HUS26 - a 3315/ -15500116d ]ply) MIS12 - -2000,12 Each) I NHUS48 - 1 42998 -1660#1106 ?ply) M71288 - -3785,f2 EacI,I (10d)I NHU948 - A 51891 -2000#1164 tolyl M11290 - -4455111((112 Euch [16d)� HGU948 ■ l 66408 -2199#1100 200) MS TSO - -4648:Wer 2D 1Y) HG0548 - 1 90008 -265011164 tolyl CS150 - -1650fEac)+) 1 HGUS5.6- +113356 -394501160 3pty) REFERENCE NOLMES LUMBER DETAIL SHEET fOR UPLIFT/14ANGER O£TAILS X O 3 2 I--------------- 2'10" 2'10' 3 m 7 L0 r c 3 12 to 5 m � O � ;0 X . c N U) U) x.4 to I) T v g' O U) T_ m RV-1 20! H-3'8 Rv-1845! U-9201 W-3'8 U1 O z Un PA - Y42 -A GN R -TP TY 1 TOT# REV 7 SAL a 84 7 3D AA"I4[UBINTERO PmwllSm lAt. TOtlOSES PIOUTAr [1170011 CAPE 02/?�C/f'l7 ��` L,lr 3U, PSF T4EF m kIMPOR1AN1kit WIE moi m NtaPblalwr 0011 AS1 ARNING t14 IUL0E1Na myto Am V 77 t 1X1120320"1""11411 0uto"UtM PIC101mird, a AMY PROCI1O.SE["75.91 IT IP]. SII T144 CRAIAN �V us� F'�.,� 11; D1. 7 .U PSF ATE 02//97 mE.Ulm 10 MARC I t 1^ft IN elIVIAnitf Y11N"IN e1 TPI. rdl AE01110NAL INC14 ptw�wEMi 10ACIM PE `J AMW C014CAaie w WM s [MPA a*v.sfla OW1141 ASTM ot"wina. 0«900 a"ir.NJIL t4SECAna 140 C Dl. 10.0 PSF IRWG A AM5 OR 11111101 lS h4110'. WAf COxlC10r 10 EA01•ACF 01 IN010 SNAIL OE LA101ALLr ORACLM MI IN oPOraA IIIAS IMO 1M41S9 9T1¶AAIlN LOCA/E0 011 1x19 09110% 9091110" LV AMCP10 90"000 MNEAt111c6. 40110N LIM" 0600 C LL Q 0 FSS Ti1� woolen 1111'[a1MN1A I ow A&r fook r;01510"IfAA A10e P1TW AMOPN\Y wACN10.01010 CtRIA9-= TEL $f AT!dr TOI.Lf1. 47.0 PSF ID/A LEN. evomM 114"ft2c"LE PAOYi91 ANO M MM 1191. AM tA9LEtR'S LP1M TECIOACAL UPMTI 07111911 ra 10114K 0 91, r- UK am 7119 OMANIPM APPIIEr 10 04 00004*7 CEPIC7t0 MM WMALL APPLICATION. rUAMIMN A 1.0.1 Or TM1s Q:� pUR,FAC. 1 .33 111 M. AIN/911ALL AOl 06 0EA1S0100L IN M[r WNtR NAY. 0110708 10 09 IMM IPECINON"W1116cm, lAE�.•` PACING see abOvelTYPE COMM INIS MG. PAEPLWFA41M COMPU101 INPUT kDA05 6 DIMENSION54M IT Y T m i0P C 2>t 4 SP 12 N PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS INDICATED. (1991 SOC) m BOT CHOW 2x4 SP #2 2114 SP 13 N UPLIFT (1-81. 120 PLF H BRG.LOC (FTI: OVER CONTINUOUS SUPPORT N IRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP AND 5.00 PSF (BOT T OMS . A RISIO CEILING OR CO41INLMS LATERAL BRACING Al 24' O.C. ENCLOSED OA FULLY OPEN BUILDING. MUST BE PROPERLY AYTACiED 10 THE BO/IOM CUOMO. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS IRIS GA13LE ENO WILL SUPPORT UP TO 1'0' OVERIIANO ALONG THE IOP (41-Gravity I-)-Uol i f t CHORD. REFER TO DRAWING GE-001, GE-002, OR 876 719 FOR STUD --------------------------------------------------------------- VERTICALS AND BRACING DETAILS, GABLE END HAS BEEN DESIGNED 10 NNN UPLIFT 1111m * IS HANGER NNN TRANSFER ALL NOAINNYAL WINO LOADS INTO 111E ROOF AND CEILING H5 - -455/(.lacks Only) I HUS26 - ♦ 275t1 -1266111ad 1ply) ` Rl DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE MTS12 - -10001 HUS26 - ♦ 33151 -155011 16d Ip IV) RESPON61B1LiTY OF 11E BUILDING DESIGNER. iH1a TAM WILL ALSO MTS12 * -20001(2 Each) HHUS48 - -0 42991 -16601 1104 tolyl SUPPORT 2'0" IOP/BOIIOH SPLIT ROOF LOAD ON ONE SIDE. MT1288 ■ -3786112 Each' (IOd) HHUS48 - 4 91801 -20001ii6d 2ply) [J MTT28B ■ -4455912 Each (16d1 HGUS40 ■ E 60401 -21999(lad 201y) THE BUILDING DESIGNER IS RESPONSIBLE FOR ONE 64BLE SHEAR WALL MSTGO -46881 d�el 2p 11) HGUS40 - E 80001 -26301(16a 2oly) OESIGN, CEILING AND ROOF SHEAY1fIN0 DIAPHRAGM CONNECTIONS, AND CS -1650f'£aclil 1 HGUS5.9- A1t315f -394511160 30iyl ALL TRUSS TO WALL CONNECTIONS. ------------ ----------------------- -71 FOR GABLE 5140 VERTICALS, UNLESS OTHERWISE RIOTED: REFERENCE HOLMES LIMBER DETAIL SHEET FOR UPLIFT/HAH6ER DETAILS O FOR VERTICALS LESS INAN 4'0'. I.SX3 ALPINE, f3 1�QOOlOC. ALL PLATES ARE 1.0x3 EXCEPT AS NOTED. 3 FOR VERTICALS GREATER THAN 4'0",' 2714 AiPW: 13 Wxv900LLOC. 2 O r 3 m 2'to' 2'10" r C 3 Ib m m m � 3a Cfl T 2 ) C7 O LO 1'4' --� 70 A■129 Qlf W-5'6' Ln i O Z U) TA 743 SE s 3 3 v P YP f■t Ty TOT V, 7. 6 A - 3) Mo!'�tN6tMl1fE¢ 4n1a1tTE, TMC. - trAAus PE661PE 114AENE CAP( 02/?6197 TC LL 30.0 PSF REF m {� WIMPQRTANKNTI iNNt MGA et AJJarptltal TpA ANY ARN)1JG (N NANOLINa EpacTTON AM 0911ATi01t TOW 0414 tKl/M 9R TM 31 SKUP1 1"N. 0 AN SIMMS. US 410-11 6Y 101.3N[1141 RSIGN .� t`�� '''�,,I TC OL 7-0 PSF DATE 02/26/47 m FRILON TO MCI ATN flys!1Q tawommm Mi1N Asim W 1P1� A611 Ap01T10N4 SAtCtAL PWORF44 "A9114 RE V � "0111 fMW%1 nt 4041 NAGE sA ""wM. IMM NE1/100 ASIN WiNK041S.%Wt1S 6141001K SMICATEA too - - 8C OL 10.0 PSF ORWG � A4A4 Op s ENCEPT N MGM. APP►r 9004MSM TO EACH FAEt W 04M 111.41.R tATEMt\Y ONAM NT1N VFCMft 0.0 pSF 118E .TADS\416 441"a1tN.aMt1!Locoffs"flus"slow AC61t3EN AN Artwca ft"an 1w aunty. 4ssrotl O,1PO ';�a 8C 1-L .. tPOW10NtA"mripNett^ MA liar-►.0A41p/ETue"m NFTMp"Ktv.AArs"ONtstacomms-- let STAT# Oi : TOT.LD. 47 .0 PSF 0/A LEN. WOOM t j0ftftW4 MWNI"W ANTE N TPJ.AN UGSWW'S MOSS%CWtCAt W"% (7A►Ht) TON AAIOPEN �'� Sll GN 11g4 dtANIiK AVP\SH to tit aOMVaAEN(OEPICtQ1 NGK aNTMAL APPA tt►i 104. #W N131A a tapr OF Tots 10 pt0 Q�: DUR,FAC. 1 .33 1N sar AAAA WALL INp a!ItLUO 1PtA TN Aid 011tR NAA. NEATEN TO TME 1pAS!tlttTTAN LOMNLrrMA, ''',,, JNEdF' � \PAC IMG 24,0" Typ GAEL i " t 17-03661 LOT 2-104 1 THIS D FROM CaWUTER= AOS & OtMENSIONS1MITT TAMS NFA. m i0PI5 21,4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. [1991 SBC) by 807 2ZwAi x4 P 13 N UPLIFT (L81: 200 200 4905 BAG.LOC (FT): 0.00 5.37 N TRUSS DESIGNED FOR 100 NPH WINO. 19.00 F1 MEAN HEIGH1, N11H DEAD LOAD OF 5,00 PSF (TOP) AND 9.00 PSF 10011 OM) DEFLECTION CRITERIA IS L/36G LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN 9UILDING. ------------------------------- A RIGID CEILING OR CONTINUOUS LA/ERAL BAAGING Al 24" G.C. TYPICAL SIMPSON OR EQUAL UVLIF1/HANGER REGUIREMENIS MUST 6E PROPERLY ATTACIEO 10 TME 60T11DM CMORO. H)-Gravity (-1 U011ft LO ------------------------------- _ e6N UPLIFT 111,11 667 HANGER •116 SES H5 -455f(Jacks Only) NU - 2751• -1265#40d Ip ly) fV MIS12 - -#00010 HUS26 - • 3315# -1550#1164 Iply)) MlSi2 - -20001(2 Each) MM A48 ■ • 4299# -16600110d 201y) M11289 - -3786#(2 Each) (SO(f) NKS40 - # 31801 -2000/(16d 2ply) A MT12M - -4455/(2 Each) (1661 HGVS48 - • 6640# -2199t(10d tolyl 2p MS160 - -4688#(Per ly) HGUS48 - • 8000/ -26501 16d 2ply CS150 - -165of(Each) f HGUS9.13- #11335/ -3945f(i6d W yl --------------------------------------------------------------- -n REFERENCE HOLMES LUMBER DETAIL SHEET FOA UPLIFT/MANGER DETAILS T O 3 2 O r 3 2'10' + 2'10" m Lor 12 c 3 m m v 5 C:;- a �] " Zl C -�- Z N AFt g. I O (] Ry-3W V-200# WWII Rv-3651 U-2000 N-3"8 � U) O z N pp PA y 741-A R GN 1- F TY TTA REV. 7. 6 AR - 89jj4 3D AkPlN1 tr4lr a" aNQQASS, UTC. tiN60Ea C4001K LNHHRt ChRE O']�as)(�7 7C LL 3O .O PSF EF m //��� N IMPOti1AW1111)t,=t,P AA1 6t Atsa4t/1t P#1,wr ARNING PN NNAC►1A10. rAKCTIaR AR9 G { r , A I\ avTATI M TKM Tula 0[1,1411 ON M7E 1PEC"XAl1SF1% 04 RN? VAC114. $It 419.111 6V bl.DIE 1777 QSt6N �`'�, 1C DL 7.0 PSF DATE 02/26/97 m rA 1011 16 N11k9 Tw TNS" 1N(gWfWf Ct 111H WON rl TFn. FOR 001rl0NAt SWISS.f0"AwNT EAACOW RE - , A hLin"I two A4 wa OF a/9k tyv. asicl.NEtttt4 A1TN QHHRNEN.a.u&IM 1,M"11t4st 101th1ta I" - BC DIL 10 .0 PSF ORNG U 9)A#41 IM s imum A6 rgtt9comm Tow APAO UMTOR9 70 tACN rAtt 9r pan#1441 R tatowLT v4cw wo PNOPCM �p TWAS ANQ W4119119M1A1119d IKRise e4 71116 9t1,WM M1110011. ATTACHED OLWO 0 S KATHI111, S*tTON CKM • SBIQ 11C LL 0.0 PSF 1119 1AIO1C1"_P4PQRw7Yaa 130..150 b INA-P.R1140kWANWADA *PIN POWCNLY 47TACKJI41610%tLin#-�Ql - gjAj/Or TQT,LO. 47.0 PSF 0/A LEN. c wow N/APFkitrt#iBOlaU1,4 tY 1p 1,4{.at"41441ove "Ous tu), HAI watt #1111 rtM PPOPtrk • f'- AWAl OH AHia OM MIM APPl11A Te TAO COMPONENT OAIAICTEN 14M NAYNALL APPLICATION.FURNISH N COPY OF $HIS die Q .� UUA,FAC. 1 .33 IN 91A.N, AtQ WJ&L Mt K 1RIW WU IN AW 011101 NO. etatON m %a"M-1 IncCt10H C0W1MClOR. 1111 .� 1 r , ,`'' 11 ..1 ' SPACING 24.0" TYPE CONN b jOb: 17-0366It' k=GGER TH P RA FN T i AO INENSI N Ti Y R T M TOP CNOT10 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, (1991 66G) by BOT C O 2x4 9P fa N 'UPLIFT : 200 240 WEDS BRG.LOC FTI- 0.00 3.75 N 1RUSS DESIGNED FOR 100 MPH WIND. 15.00 F1 MEAN HEIGHT, KITH DEAD LOAD OF 5.00 PSF ITOPI AND 5.00 PSF 1807TOM) . OiEFLECTION CRITERIA 19 L/360 LIVE ANO L/240 TOTAL 1000. £NCLOSEO OR FULLY OPEN BUILOING. --------------------------------------------------------------- A RIGID CEILING, 08 CONTINUOUS LATERAL OAACING AT 24. G.C. TYPICAL SIMPSON OR EQUAL UPLIFTNANGER REQUIREMENTS (D MUST BE PROPERLV ATIA04ED TO THE BOTTOM CHORD. (+)•Grevlly I-)-Uplift � --------------A----------------- _ SPECIAL LOADS N5 NNM 4- 5514 W*cpa Only) i HU526 +W27510 -t286f(104 1ply) IV TC - From 14 PLF at 0.00 to 74 PLF al 4.00 MTS12 1000f I HUSH - • 33151 -15501(164 1010 " BC - From 20 PLF at 0,00 to 20 PLF at 4,00 MTS12 - -2000#(2 Each) 1 1IM48 + 42991 -Ifi$Of(10d 20)y) BC - 699 L8 Concentrated Load at 2.00 NTT200 - -3706#12 Each (10411 HHUS49 + 51BDf -20001 0 64 201y) UI MTT288 - -445Jf(Z Each (15d11 HU0549 • 6640f -2199#00d 20Iy) MS 160 -46881 Per ftIy1 1 HGUS48 ■ + BOOOf -2650#(16d 2PIy) CSt50 - -16500(Eachl 1 NGUS5.5■ +11335# -3945#(16d 3010 --------------- ------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT R16141 E140 OF TRUSS FOR 495.22 LBS. O 3 2 O r 3 M (n r to C 3 6 C M 0 D ZT nl N C U) U) At) 1 I T 8. O JLL (n -IT 2' egg# 1.5X3 U) O Rv■5800 U■2000 K-3'8 Rw495f U■2400 2 Ul i TO Tj -&E ME UJIGN'• T 9 ,1 1Y TAL ■ V 7 SCAL :1 9 4 +►ewe 1110TNIE1110 PNaoue+a PC. lwssta NeousPF trT�aNs uNe Q2/�6I97 1C LL 30.0 PSF REf m {� It IMPORTANT*1t VWL Nat IN rfaualsuLE Pam ART AA(+IING IN NAMOLOA EIlC110" Aw ^ (`, lEvsArlaN P14J mea alaltN qt ayse gtealnlla+I 04041 DRAW&.act N16-at 31 Tri set T91s vatic" �` / `''. TC OL 7 .0 PSF GATE 02/26/97 PktLm 1a sunA ill if%m W[f!1 ommet NI1N Olen iY vi. /ON AmITIONK 3mcm Papmmai IRACeMO i� ` v ALP1111L co att6Ra API 9014E Or"M 6"V.14141,01E11114 6119 NUOUTs. n►A-In$11E4NIM 1"111CAT+A tW - C OL 10 .0 PSF DRNG AI10 art 6 CIOEfi AS R0/E0. APPLY Cq{91/1DR0 10 COI rAOI V GOOD IML N AATCRALLY OIINCO NIFW PPAwo PSF lgAA AlID TKtaO O1/6AI11aE LaCA1PD CN/1N!RS{W P0011TON 1,1 6TtAC1E0 PLYM006 S1tA1N1'16. IOIICN IN0110 N - BC LL JOE CQM[frflM P1RQugr1,NW 1 0..151 4 M"-f,aglm.lina!l1C6 twomompmv 411w"AlumpiK1N0--a" silee-ar _ tQT.iD. 47.0 FSP 0/1, LEN. M OIN WINK496a1($041416,14140 1066 M1. 000110ALM-1 "MC 1EtNN/CN,""it 110IMII POM rA11Ptw it, ♦; - SM oN TNII ONANINI AORSEI 10 Irl CMOpi OIATCTEO Kx DRYWALL APPLICATION. #%MISR A CCP1 or 111T9 0141 9", D�,FAC. 1 .33 14 OPLY, ANIIMLL NOI SE L1/0 WO,IN NPI%T4411 AA NMY. 4"T Cal Im TROIa/I+ iia"tMof"IOW. �• 7►IEE�',.`" SPAC lN6 see above TYP NO T F '111 .LT inb: t7-0366 T -iQ4 i J 7*VLI EJ WILREGFIROM COMPUTER IWJT 'LMS & &IMENSIMI aMhLl in Y TRUSS MFRj _n Ob Cto" 2M4 SP f2 N PROVIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATEO. 11491 SOC) dd BOT CHM 2x4 SP#2 02 N UPLIFT IL61: 230 200 200 wEss BRG.LOC (FT): 0.00 7.00 7.00 N TRUSS DESIGNED FOP 100 MPH MIND, 15.00 FT MEAN HEIGHT, 0) WITH DEAD LOAD OF 5.00 PSF tTOP1 AND 9.00 PSF (BUTTON) . DEFLECTION CRITERIA IS L/350 LIVE AND L1240 101AL LOAD. ENCLOSED OR FULLY OPEN BUILDING. 11115 TRUSS MAY NOT BE LOCATED WITHIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF, A RIGID CEILING OR CONTJt#jQUS LATERAL DRAC(NG Al 24. O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED 10 THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS --t•+)-Gravity 1-1-Uplift www UPLIFT Nall ( uww HANGER w1C11 R7 H5 - -4551(Jacka On)y) 11US26 - 4 21511 -1266#(104 toly) " MTS 12 - -1000# 11EIS26 - 4 33151 -1550#(164 loly) MTS12 - -20000(2 Each) HHU54a - 4 42990 -1660#(104 &IV) U1 MC12a8 - -37660(2 Each) (10d)f RHUS48 A, 4 9160# -20004116d 2plyl MT1266 - -44551(2 Eech) (16d)1 14GUS49 - 4 66400 -21991110d 2oly) MST60 - -4686#(Per 2DIYI I H6i1S46 - 4 60009 -26500116d 201y) CS150 - -1650#(Eacl)I 1 4GUS5.9- 4113350 -39459116d 3oly) Tt ----------^---------------------------------------------------- 71 REFERENCE NOLNES LUMBER DETAIL SHEET FOR UPLIFT/11ANGER DETAILS 0 PROVIOE ! 3 ) 164 YOE-NAILS AT TOP CHORD. 3 Rv-2239 U=200/NAILED PROVW- i b-MA*lt*#-S AT BOTTOM CHORD. _ 0 r 10'17"4 3 m 1n Lo r !n C -+ 3 J2 5 C;;- r1 in -i fu C m U] U7 2x4(Al) T --mli 3 e, 12 0 U) j: M-4W# U-230t U-3'8 U) 0 z U) PL _- TP7— R P O1 - 7 IOTA - 7 V, 7,3u SCAE Q4 _u MLAtME E1411{EP)� "Owls. t31c. nmsEs Kou114 illtne[tim 02/?6/97 TC LL 30.0 PSF la1_F m ee -IMIPO�TANT11*ty.�ua0 N NEsloaatnE rot Axr ARNING rw NAaatrim ifoaco + Ama[AIAIUM INN INKS OES"Pt to 11-1,311 SPEC1t7ta1%O t, ARAMM "Aeltw,Kt alt-St ST/1-l. KI IN13 Inicu .�`; ' ''+, TC 1n 7 .0 PSF AlE 02/26/97/AlfuM T4 9^4 tK 10M III LM.TOMANK 1YITN ONM V Wt. EOa AOO1T1OM fPECUI KW*4Nl MAttN!MIAUm emuetwo wE wac a saeA ow.. oraEt ration ntr wimmyl.owsa s11eN»sm uousna Tn. - SC UL 10 .0 PSF DRVFG CO 4441 M It tlC(tI M POIC& APPLY CaaEetalt 16 1"FOO a CHM 1MAtt 11 14TE1MtLY aaAtE6*1 7M AWOKM . �b0a SCLL 0 .0 PSF BEG tMOO AMowLCM ttKfttia 1.00A1Co W WM K51004 "Mil 91116 V AttAtxo POK08 SKAINIM COTTON CNOPo _ * _ _ W#4W9ls_PEn 4PUt'44 tX kV A t1oA-P.OEstaa111ygAAt4 fill"PIpP(IlT Al 1100 afffQ 991LSM-'AAi STA1e of TDT.LO. 47.0 P5F 0/A LEN. C WWW aIIPOCtCA kt Pri1vtatoal Or IOt t SPC. AAt 04t�4EN•s Aavtm tEC.«teA►wane (1f1n11 ran PasPen LOR1a� �` AL PN 1MIt$,-.1O APDLTiI 10 IK 001PONEM QOECTC0 HIM ORVWA1L APPLICA110N. s1APi191 a Cour OA Tws O DUq.FAC. IN ftfn.Y AMO 11-LI Aon K tlo vaM IM AMI OINIS f14Y. tctIQn LO 1N IPU!!eafocTlOP p11TRACTaAL SPACING 24.0" JACK t „ TYPE 4 THIS PA FROM t o T A 114 1 T Y 1 q — m TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO. (1991 SBCI bd GOT CHORD 2114 SP f2 N UPLIFT CLS): 200 200 200 MESS 2w4 SP 82 N BAG.LOC (FI)- 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 NPH MIND, 19.00 fl MEAN HE(0H1, � WITH DEAD LOAD OF 5.00 PSF (TOP► AND 5.00 PSF (BOTTOM) . DEFLECTION CRIIMI A IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN 6UILOING. THIS TRUSS NAY NOT BE LOCATED - WITHIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------------------------------- ----------- LDLD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, TYPICAL SIMPSON 09 EQUAL UPLIFI/HANGER AEOUIREHENTS -__-^_ '---------II)�0ravity i-1-uplift 1 ----__^---------------"^--------- NMN UPLIFT NNN NNN HANGER MMM H5 - -4556(Jacks Only) HUS26 - 1 27511 -12669 W( d !ply) " MTS12 - -10009 I HUS26 - f 33151 -15501(l6d tply) M1512 - -20001(2 EsChll1 HHUS49 * 42999 -16609f1l10d 2ply) H11268 - -4455012 Each) 116011 HGUS4B + 66 Of -2800 019901i0d 2ply) M5160 - -46889(Per 2ply) I HGUS419 4 8000f -2650f(I6d 2ply) C5150 - -16500[Eech) I HGU59,A3- ;113351 -39459(166 3ply1 T1 ----------------^---------------- ------------------------ REFERENCE HOLMES LUMBER DEIA)L SHEET FOR UPLIFT/HANGER DETAILS O PROVIDE 1 2 1 166 IDE-NAILS AT TOP CHORD. 3 Rv-ISDN U-2000MA1LE0 P'N Ds0/ bJ2~ftE*1LS AT 80110H CHORD. _ O r 3 10'1'4 m U7 1rt r N C ' 3 12m 9 P 9'2'2 m h � N N Z1 LO N C 2X4(A11 ^1 T 3 B. i 12 O 1,4.. D. R1r-3686 U-2M 11-3'B � U) O z U7 111A fITo! E0 T• TY R 4 TA - 4 7, u CALF s Q4 AAP1A1►ttflt11pp1Ea Pa1E11tC11, IML'. TEAT"KORAN[MINERS th%t TC LL 30.0 R5F fl£F m RIMPORTAST It1Fy11µAN1 tt�NYU1Lf Fal Am AANING IN NAANLtNa 1AscTIA4 AMQ 02/?6/97 JALP1114 EVIA111N fw ts"auto a1"'It 1fulficAllow 1R Am BRACnN.ME WWII 11 TPI.ma 1Hn Rita" \T'11 ' ''', TC OL 7 .0 PSF DATE 02/26/97 m AILIK IQ 8^0 T14 Ips IU QOiCWWt VITN KTtN W Til. SEN AOp111a1AL SPUTWL PERVOWNT OUCtIN PE - , v 14^64101N AM PAN O MA&".ATaL WITI1N AltM EitEEMEN/A.VMLEW 41MEEE1EE N61CA1E# TM. BC O1. 10 .0 P5F RWGHA Eft 1 IMM N KWIC. .APIY INNOCTOt!TO IAEN FAq W OWD O1tLL%R LAI A 0 EPAcEO MTTH PEEPER .1� PSF 8�C7RNEl1 p6 WL1a OT14rnVfi4 W03164f 1Ni10LIT11t PEE11ION LT MIACHM SLY1M E•Es1NIWO "I(ON pops 8C L.L Vomcia"o"tyMNtm" tA. rw 1 "wr.matTA iijuso L ria NNPE/LY mAT.ME RI410 CtELAK--!EA - 3IATF TOT.IU. 47.0 PSF 0/A LEN. tpffem wieviLACAEl/Ptlntt mo ai met 4 APs. AN amet ER's Atlow war wicaL 1/441!. trismil iaN foam OR1QA v SEAL ON 1N1!CRAUM AM 08 W 09 OPM09MT a[PffiTEO PRE ptYMALI APKICATTON. P11141SH A COPY Of TWO _�{V'• ©UR,FAC. 1 .33 1N Qwv. *0.Y1AAL NET Of RL"s w-m IN mv'OTSN:R NAY, tAFSIAN�O.f4 TAlm CNECT>41 cowwhctOR, j)jEfGf?�''ca"TacimIS'PAL.`{NG 24.0" _ TyP JACK ,'1I1 1111 T fHtL.M. PREPAREDFI: UT 6 01 BY TRUM M m m TOP CHORO 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) w 801 CHORD 2x4 SP 12 It UPLIFT {LB): 200 200 200 NESS 2>14 SP 12 N BRG.LOC (Fl): 0.00 3.00 3.00 TRUSS OESIGNEO FOR 100 MPH NINA 15.00 FT MEAN HEIGHT, 01 WITH OEAO LOAD OF 5.00 PSF ITOP) ANO 5.00 PSF (801 TOM) DEFLECTION CRITERIA IS L/360 LIVE AND V240 TOTAL LOAD. ENCLOSED 09 FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING ON CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS � MST 9E PROKIRLY ATIACHEO 10 THE 9011014 CHORD. (*)-Gravity (-)-Uplift -------------------------Y---------------7I------=--------------- NKA UPLIFT %V# N1 HANGER *w4 H5 4-551 NackS OnI ( I HUS26 - A 27511 12664(10d 1p19) ro M1512 - -10001 HUS26 - ► 33181 -15501(164 1ply) M1512 - -200012 Each) HHUS46 - 0 42991 -16604110d 2D1y1 M1120B - -37861 2 EBCh) � US10d1( HHUS40 - A 51601 -20001116d 201y) IT) MT1280 - -44551 2 Each) 1641( HG49 - 1 66401 -21394110d 2ply) MS160 - -46881 P8t• 2ply) 1 HGUS45 - 4 80001 -265011166 ?ply) CS150 - -16501 Each) 1 HGU55.5- 4l(3351 -39451116d 391y) -------------------------------------------- m REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 70 PROVIDE ( 2 1160 TOE-NAILS Al TOP CHORD. O Rv-680 U-200/NAILED PROVIDE l 2 116d TOE-NAILS Al BOTIOM CHORD. 3 2 O r ]Y'3'4 rn Cn F_ o C 12 3 i• 9 {� 9S8"2 m 2X4( ro ;u m C 'v g' U1 a 3 12 O U) 3' n A4-2901 W2040 Nw3'9 Rv-231 U-200WAILED Lo O Z U] PA = T04 9- �1 R P T- TY T TA - A V. 17.3U6 CAE .1 ALPtM lnAlNEEftR 011001R7S1 INC. T1S33E0 PEOa[NE t717PSK NNE 02/�s�s7 lC LL 30.0 PSF[F' m t *IMPOMANT1111 wkI FtOtE»A1~11U FOR AN1 ARRING IN PAmme, M mom PC /�JAEPINK EVIATION IPON IMO 0414N 00 114K VVIPIEATIOW ON AM 111A41W 3tt xta-S1/V TPI. SEE IVIS 0C9ICM �tg 'iTC OL 7.0 PSFTE 02/26/97ookum 10 1UIL0 IM I*m IN cowe NAwt VI NI"400 01 IN. 004 MITIENAI SPECIAL PENNANENI 40"Aw ow `Ealueelaw Aa rAAE a eou aALv, aeu NEETINa Anal .au[Pua+rte, w�lcsa eTNeNNtu [rotcAua TEP - 0C OL EG .p PSFYIGmTN M 1 ISGEPI W NmSo. AAPEV CWWf7dM 10 IMN PAU aF OdM%W&U ITE LAFEAALLT SPACES NIIH 04111 A4M AAO VIAI9a 011lPWj%RCCAIEO OV TPA9 0191411 POSIAIOA \V AtTAOMI PLTN000 SNEAMENG, 40/101 O10N0 T9006 CLL G•G PSF01PaePAP4 At1t INIPIAM x70. 1'1 S t�A-►.OUtEN S/AIaAt4s MIITI P4EPEr'Lr AI1At110■Ia10 7,1.1►INE--9EA STATE OF - TQT.L0, 47.O PSFA LEN. pMOMKAPg11tAAA!/g1111dift d XW 1 W. AN 9WIKCS'P A0/W 1Cww1CAt t"AFI tillHq tai PPIOIyR `�INI4 ONNAIO APPS IES Aa 1/t OOMPORGNt 01PICT O MII< d1riKL AP0.ICA?[ON. ►VANE3N l COdt os mIA NQ'� p(IR,FAC. I -33 N OPV ANO UIILL IDI N PELIEO NPOI IN AM OTNIN NAV_ MWt TO TPO TNVAN EPECIION COMM... .' 7 t �.,, , ,,• SPACING 24.0" P JACK y T T tW 1HI§ !&G-- MPAMO F T R 1 AD N TV Y 1 Tri T OP= 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICAIEO. (1941 Sac) d0 01 Cl10R0 2114 SP f2 N UPLIFT (LBi: 240 200 3090 !EBS 11X4 SP 13 8M.1-0C (F11: 0.00 9.90 9.90 9.90 m TRUSS OESIGNED FOR 100 MPH MIND, (5.00 FT MEAN HEIGHI, WITH OEAD LOAD OF 3,00 PSF (TOPI AND 5.00 PSF (8011ON) . EFLEC110N CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ENCLOSED OR FULLY OPEN 6UILOIHU. --------------------------------------------------------------- LO HIPJACK 15 OESIGNO 10 SUPPORT A CORNER SET NIIN 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFTIHM"A IIEOUIREMENTS SETBACK. CORNER JACKS NAVE NO NESS, to?-Grevlly 1-1-U011T1 A RIM CEILING OR CONT{NUOUS LATERAL SPACING Al 24' O.C. NN■ UPLIFT rrxr 411M HANGER NMN 14USI 6E PROPERLY AITACII TO THE 80110N CHORD. HB - -4551ll is Onlyl ! MUS26 - 4 21111 -12660 Od Iptyl MTS12 - -10001 11 HUS26 - 4 33151 /550/1164 iply1 NISJ2 - -20001 2 Eac1T1 1 HHUS49 - + 42994 -1660((lOd 2p)y U17289 - -37861 2 MCI", 110411 "S48 - + 5180+ -20001(J6d 2V V) 1111288 - -44551 2 Eecnl 0 6d11 MUM - 4 66401 -21991t1Od 201y4 HS160 - -46880 Per 2plyl 1 "GUS" - + 80001 -265011 160 2ply C5150 - -I650i1EaclN 1 HGU49.8- +113351 -3945/116d 3plyl -------------------- ------------------- --- �1 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/NAMER DETAILS ;u O PROVIDE ( 3 1 16d l0E-NAILS AT TOP CHOW, 3 PROVIDE 1 3 1 I6d IOE-NAILS AT 801/00 CHORD. 2 Rv-2831 U-30904NATLED Rv-4691 U-200/NAILED O r 3 10'11'7 m U7 7 � 3 .� ❑J 3.54 © 9'82 M x4 M U) m U) 2x4(A!) 1 T 2,12 8, 12 O Cn I'lo•l0 9`10.13 Rv-31.12# U■240i 11.4'10 U) O Ln PL Tye.-ALPIME Rung TA - 140 TP jY 7A A V. 7, u6 ED SCALE . 84 ! uolNc TNli14pE10 ANaOIICT! TMC. TN!!!ca TIEpILae ExIPEIt c,R Q2/ 6/97 TC LL 30.0 PSF F m NIMPORTANTl1{I 9NLL Not E!AEV"Iat I'm ANY ARNING IN wammTMl, cleat N um �. �, ee neYlA114N IIIOO tPty O!l14N oN Iil4C arTCNlt4ElaN! ue AAI egAC21q.AEt M1a-!1 W Til. EEE FNE!ocITON a� TC DL 7 .Q PSF AlE 02/2t3/B7/ARIA/10 NIRA Tq TMM IN Iovewom IVAN AEA tI Tp. FOR%MlllMNL SPECIAL reryIANEMI/PACiii M ALPIMe Colum!!ENE wa IN 20"/►►r,Wilk MOVING MTP AUTREMINEa.vus!01110111K LINICATEa lap - 8C OL 10 •Q PSF DRN6A[A"a tuv1 46 1101!0. APRO COMCION to IACN PAN W 010010 THAI W IATtl It►T'806CED NITN PPOPEA 0.0 PSF BEG T*M AM WAFT!WWII 104ATTIO ON INIA M14K P§Sttla1 LY ATIACNEO PLYWOO SWATN1Nl, AMUR CMPO •N'96Ue _ C Lt COIpl TWA WA ON4NCNft M 150 a 1!!A-I. 11I arAMMO! MIT"PNOPEhY ATTACM SlOtS CELUW --MA STATI-OF = 107.LD. 47.0 PSF 0/A LEN. Ow 1Er1AKMAt PMWFe14I aF W 4 IMI.AO00100CM'/ ALPINE`Y/CMICA UPOW 011WI ran PPOIiN •' TEAL ON M1!YIANTEN APPEM!70 114 CODON MY NPitl00 INN: 01I APPLICAE10A. rUOITLM A COPY Or TNIS °fie Q� DUIi.FAC. 1 .33 CN.OM.r, !NKA.NOT M Nh IED UPON IN AMI OINK 11I OMNM TO TK 1106! tPEETION CMINAVON. ' SPACING see above TYPE JACK i w , I -03664_LCIT 2-104 1 J 4 HIPJACK M&PAREDF40442MWER IWUl ILOAOSH i wfl. m fD OP CHCAD 2x4 SP 02 N PROVIOE UPLIFT CONNECTIONS AT 8EAAINOS AS INOICATED. 11991 S8C1 n7 OT CHM 2114 SP e? N UPLIFT 0 .81: 200 200 200 WEBS 9AG,LOC IFT): 0.00 5.66 5,66 TRUSS DESIGNED FOR 100 MPH HIND 15.00 FT MEAN HEIGHT 97 WITH OEAO LOAD OF 5.00 PSF (IOPj AND 8,00 PSF (801TOI+y . EFLIC71ON CRITERIA 1S L/350 LIVE AND LI?40 TOTAL t&AO, ENCLOSEO OR FULLY OPEN BUILDING. - --------------------------------------------------------------- fD THIS HIPJACK 19 OESIGNED TO SUPPORT A CORNEA SET 11114 04-00-00 TYPICAL SIMPSON OR EDUAL UPLIFI/HANGER REOUIREMENIS 1 SETBACK, CORNEA JACKS HAVE NO WEBS. N)-Grevlty 1-1-Vol)lt ------ ;;;-UPLIFT----- -- -------------- - - --- ------ --- I ry A AIGIO CEILINER G OR CONTINUOUS LATERAL BRACING AT 24' O.C. ------ ---AAI!-------- AI! i Arr MANGER INA--------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, H5 - -4551(Jack4 Om)y) I HUS25 - + 27511 -128611)Od !ply) NIS 12 ■ -10000 1 M525 - + 33158 -15501116d !ply) MTS 12 - -2000"12 Eetn1 M11U548 + 42991 I0d 2D1Y1 M T T298 - -3786"12 Eacll) (100) 'H"48 + 51801 -30=0#f(161 2D)Yl M11288 - -405612 Each) 1164) MSUS48 4 66400 -219911(10d ?DIV) MS160 - -45888(Par 2ply1 HGI S49 - ♦ 800011 -255011116d 2oly) ES150 - -1650/(E at h) HGUS5,5- 411335" -3945/1164 3ply) m --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER WAILS 70 0 PADVIDE 1 3 1 16d YOE-MAILS AT TOP CNOAD. 3 PROVIDE 1 2 1 166 70E-14AILS AT BOTTOM CHORD. S Av-1718 U-20OWAILEU 0 r m 9'6'7 Ln r C 3 m p m 3.54 0 0 � Zl C L(1 T 2 Ln vv 0 cn �+-- .1110,10 3'7"14 m Rv•I234 U-2001 N■4.15 Rv-fto U-2000AILED Lo 0 z Lo 0 r RA - 1 1-A t� 1V - TOTAL - fi Y. T u 'E 64 AtMM I16111IW0 i1q KI% IrC. Imissn Kl401N /71101114 CARE m Ll �2� �y�[J7 TC LL 30.0 PSF REF 11I1+�QgTAi�T)TN r+u►1141 AgFovITal II!AMI ARNIl+1Ci IM MIHp�TM, ewcrTa7 Arp el " m n xvullmr FOR mu OnNo CA It" raNIG11o1A of nw 1n.cloo. Kt Hu•st n v1. le!THIS KITCH TC DL 7 .0 PSF DATE 02/26/97/AMOK 10 91/1/0 Tit NBA!tN(@1I411MIIE[MI AI i110 GY M. I"A0011100AL!FICIAL MWWEIR MLdM!AtA►Fllt"w4c141s U11 AOR W NU/ALA.TAIL I11ITIMA AATN AOTRIKII10. 04.11140 OIH1ArI111 TIA11011Q TSF DL S0 .0 PSF ANG!N!0 1 WIPE A4A01E0. AIM1(0'!4674110 10 9NN IAO O 00 0 IF"Al LATIM.►v MACIA riles/NORM ?WAS AID mKin OINgN1R lOC4110 O+WU RI141L V01T O! LY A71A0[O IL111000 1011AIHIMs. 101101 TIMM - pL L)` 0 .0 PSF J$E to"c1MA p1A 41Drp4I Tic 1!0! IM4-p.Mw O1Al4Aom rl A/VMKP,Y Allacm0 A1010 CE[LINE--Ulf - - IAIR0I1 r/aft1t wo mov."I 11�-1r Ip 11sT.as oohmwv nrnit nowlcAt 1Aulf li)T/f11 too OWN* T(�T.tO. 47.0 PSF 0111 LEt4. 1tA► ar tri!SAIrIIa AFM 11! ro 714 tslrAlon AeFIe11O N1t ddMML AF11L7G1TON. ►Ww111A A GN+A►TAI! OIJR.FAC. 3 33 1M IK me 1w"OOT N All TD M AMY 0TilA IMY maim 10 114 1A11A!A�IC11 c0+1AACTM. � SPACING see above )y JACK a _ T -LOT H PRPkAFO PA ' FROM ZMT q 1 A H N H 11 i m f"lop-CHM 2x4 SP 12 N PROVIO'c UPtIf1 COMvc'CTIONS AT BEARINGS AS INDICATED. 11591 SBC) BOT CHORD 2w 4 SP 09 N UPLIFT 11.81: 200 200 200 BRG.LOC IFT): 0.00 2.00 2.00 11j TRUSS OESIGN£O FOR 1040 14PN MIND, 15.00 FT MEAN HEIGHT. 9) WITH DEAD LOAD OF 9.00 PSF [10P) ANO 5.00 PSF [80110M) . DEFLECTION CRITERIA 19 L/350 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILOIMG. - ---- --------------------------------------------------------- LD A RIGID CEILING OR CONIMIOUS LATINAk BRACING At 24' O.C. TYPICAL SIMPSON OR EOLL4L UPLIFIMANGER REOl1IREMENiS -.1 MUST BE PROPERLY A17ACHEO TO THE 807104 EWAO. W-Gravity 1-1.11011ft --------------------------------------------------------------- f NNW UPLIFT WNN NMN HANGER NNW N HS - -4550(J1acka OnIVI HUS26 27511 -12861 JIGO 3101191 MT312 - -10001 W526 - ♦ 3315! -15500/16!1 1piy HI ) HTSJ2 - -2000112 Each) ms - t 42990 -160C(led 201y) m MT1299 - -3786#(2 Esch) IOd) HHUS46 - 0 51800 -20000(16d 2plyl 411288 - -44590(2 Each) 'i6d1 NGUS46 - # 66401 -21994110d 2plvl NST60 ■ -4688#(Per 2p1Y) I NGUS46 ■ 4 60000 -2650/a16d 2ply) CS15O - -16500IFech) I MGM.5- +113351 -3945N6d 3p1y1 ------------- -------------- ---------- ------ m REFERENCE HOLMES LUMBER OEIAIL SHEET FOR UPLIFT/HANGER DETAILS i0 O PROVIDE 1 2 1 16d TOE-NAILS AT TOP CHORD, 3 PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. m O t-' 3 6'10'4 m Cn r C m -�- ?K4[At) ' C (I in Ln 1 O Ln _ m Av-26441 U-2001 W-348 Rv-131 U-200/NAILED Rv-141 U-20001tA1LE0 Ln O z : Ln Alaj O Sar 840 D + T —A - Y 6 TTA ■ 6 REV. 17.3u6 SCAL =1 G) ALr11f lwllotEF10 mmem 1w. FAA$" 1[401x1 MARK c.n 02I?6/97 1C LL 3Q.0 PSF AEF m { I0MPORTANI W N WKL mu K Aew"tou Fall iwT ARMING IN Iw4Umo. 1m1clI0N mI/ -�C arl�fmN roeW 004 MISS aN rtu er[tvlsatmw EN aNr N�ACIMO.JR N[i!!br IPI,SEE TNI!0101411 �� r TC OL 7 .0 PSF ATE 02/26/97 rA1LW1 T4 0u1La IN[TOMI VA cvsOlMAwp troll MIS w Ips. rm AW11104AL 3PECIAI 01MARKMr 141011*Al J� ry "Am am"""at PAGE v vena 444. 31a1L IEE7110 mein OumEwlwu.UOLESS 6I140ml9E CIOICATEO� Tar gC OL 10 .0 PSF 4RWG [,1 41446 ESI 0 UMPI3b NOt10. AMY 001!4'5111016 le MW FACE Or t1gM$WALL s LArcouty NAM m1Tm Powar = � O.0 PSF JOE UUU�vV imm M41Kila**fowls 401.1.0 O!1413 017164 70e1r10M ►r$11TACK0 RtM000 lwaalim1w "!low clo me ''A a� BC LL 0 OONbilow no 0NAN1Af* q1, ue f tend-#,WIMN Sj"MON 91 IN M00JIar ATTACNEO A1410 CELLIHO-• Ra ITA1E OF Q�,{•fl, 47.0 PSF L3/A LEN, gw1'a"r/Avm3um-ngvlb3m�a-103 6 01. AN 1030110119 mores 11CMICAL ware 111140 #4o JAXWW � 41A1 IN 11413~1110 Arm lob To Ila!momem o1PICiEO HTR 401trAIL APPLIcarrok. ruNNI3N A ta"Or IN]a �N[U Q DUA,FAC. 1 .33 IN 01LF. AWA!HALL 101 B[AiLIW IRON In Awn OI/fR VmT. 06b10N TO TK IIUS7 tmelloN C"Amcwa_ 17yfESf'.�', SPACING 24.0- TVP JACK ',+''T rr rr , — 4' THIS . P P FROM COMPUTER T A N N T Y TRUSS m m fOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS &I BEARINGS AS INDICATED. (1991 SBC) w BUT CHORD 2N4 SP 12 N UPLIFT ILS): 200 200 200 WEBS 2x4 SP 12 N BRG.LOC [FTI: 0.00 4,00 4.00 TRUSS OESIGNED FOR 100 MPH NINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF /IOP` AND 9,00 PSF MOT Y411 DEFLECTION CRITERIA IS L/360 LIVE AND MAO ►OTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A 9I610 CEILING 00 CONTINUOUS LATERAL BRACING Al 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER 11EOUTRENENTS LoLo NMI BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (41-Gravity 1-1-U01ift NNE UPLIFT Nxx I mm HANGER NNN 455a1JACka Only) 1 NUS26 - + 27531 -12861110d IF yl 141312 N -1000/ 1 HUS26 - + 3315f -15508(ifid 1piy) NTS12 • -2000012 Each) I WM40 + 4299! -1660fil0d 2o1y) MTT200 ■ -37860(2 Each) [10d)I MIUS48 - + 51808 -2000f(l6d 2o1y) MTT288 ■ -44354(2 Each) 116d)1 HGUS48 - 4 56408 -21999110d 2oly) MST60 - -4688#(Per 2p1Y1 ! WM48 • 1 00008 -2SSG#II6d 2ply) CSi50 - -16508[Eachl 1 HSM.1- +113358 -39450116d 3p1 y) --------------------------------------------- ---------------- �t REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFI/HANGER DETAILS ,p PROVIDE 2 ) 16d 10E-NAILS AT TOP CHORD. 3 RV•llll U-200#14AILEO PROVIDE 2 1 16d 70E-NAILS AT HOTTWt CHORD. 2 O r 9'B"4 3 m _ Ln r C 3 12m c 5 p o m IU E11 .ZJ C Lf) IT, 2 A. cf) 1 O Ln Rv-3270 U-2001 N=3.9 Rv-370 U-200114A1LED U) O Z Ln �AE IT9 p )�7p TY - 7 TTA - 7 RV 17 U SALE . 84 3) M.orwo INS""Of2 PrA"it LMC. OtANS 141=1/9 CITREHI CAW02/ 6/97 TG LL 30.0 PSF REF m NIMPORTANTII M w+kl 1nr w otsmaanu m Aw ARMING IN PiKou r� AmviON IND A r\ [A-942 VIA11R11 fNN 1"111611616 WI FI1116 SWIfIC'AAIMl1 10*Rsr aRACIRR. SCE Nls-Sl av IPr,!Ic INT! DEstom �T , �• TC OL 7.0 PSF DATE 02//97 A1LIsk /0 NAis 04 JAFIS TO CRKpN14FR!N1TH 2210 01 TPJ. "M AOs111pML VIC1AL PdWNENI GRACING At 0 LMON C2n'atCam 111 Nlq 01 M&w4v. Im% dI2TIN1 NTN OYIRINEROS. LIKIN 1 PEOVIAI INDICATE& TOP - 8C OL 10.0 MF D;IWG ro 2O t ERUPT AI N01E0. N"t 64111150"10 EAM FAQ d O41Nr SHALL 16 LAftWALLY"CID VJTH PIIOKIA AWS sRG Ir♦1!G 0114111019[vK41tO 00 /NTS 0ESC0R VNITM ►t ATTACHED PL0000 1KA 14W. 00IT"CAM0C LL Q•0 PSF J9E ommEr10P2 KP OHAVINN! JX res D IIOA-ro5aI Ar%fAAm*AE0 VITV-N"KV A#FMWo N1010.CC1LI1 S SEI STATE a - Is OT:L0. 47.O PSF 0/A LEN. "wiltivffr jCMfi./x0Y»10Ae Or W-a 101. AN-64ANE s•0 "INr TECHNICAL L"Afr F1�r1.,1 2%7:111 0R vRaPER ORLa DIAL DN PHq MUNI"Amin ID MR cow"mm OEPICIDD NOR 'WVYAI,L APDL(CA17016. /GONgN A COPA Q Ml! Q•�� UR.FAC. 1 .33 111 00.w. AID"LL 1601 It WLJED U10N IN AM*TWA NAY. RSJiN Ta TRD TSR/!INECT rGO COMPNClYI. O-- .T C I r f T '•�, ` PAC]MG 24.0' TYP JACK BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFA TLANTIC BEACH, FLORIDA' CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: - a 9 Building Contractor: Building Permit Number: 31"f Address : S'70 OAC- Legal Description: 1- 7 improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE N,OOTIFIED DATE APPROVED BY Fire ^ i4 Public Works 5 7 �?O F 7 Planning � � ��� Building L��/ 7/9 ? iYrNHLL HTL BCH TEL No . 2475805 Apr 3 ,95 15 :31 No -010 P .02 FLOoDPLAIM pBvewparnr XIdPORHAT9018 Type of 1. - Flood Zones Required t,oweat Floor HlarvgtS9ftj.._.,�L- 09 :...—'-- If budding is lcmotsd within s Arlood hazard sang, a survoy .uut he 40do AFTER THt "AS HAS BLBN POURED, certttylnp that the Lowear FLOOR ELEv nca is equal to or above the boos Hood *lavation established for that sone. No final Inspection *911 bo made and no ~tl,liost• of occupancy will bo issued until the purvey As an Ilii Utth the ButldsnG Department. car11+EKTs. Applicant ' Acknowledpernts t understand that the issuance of this permit to ooutinpent upoq the &bow* Antorsatton bainp aorredt and that the p %ns end soppoarttna data para, barn or whall be provided as reoutrsd. Z spree to oowpLy with all applicable provistoom of Ordin"ow Ha• 25-7-li and all other Iowa or crdtnanc4m ofteatinp the, prop000d diveloprant. Oat* -5 �..L1`_.,wPPilvaact•a► Btpnstur�. ----- - - ----- -.►r-r.- .-� .-- --...r.-..-....----r.�.��•-. �.••+--..---VPS....- .w.r- Department use Repw1 red Lowest Flocs► Xlovetlon �l ^a Built Lowest f►laalr tiwatioa survey Filed with j1utldif+g Oepsrtment 8uildtnp Oapartaan Itepresowtative peon JUN—2 5—9 T WED 10 : 4Z 0 P . 02 MAP'�'S r. BOUNUAA t` „OF LOT 'r`k ; }CK 1Q� AS SHOWN ON MAR OF AA AS RECORDED IN PLAT BOOK j, R7►C 6 9¢ OF TWE CU*E,PUBLIC RECOpOS OF OUVRL CO.,FLA. FQF.r NO C2m- Flaau._VO: Etta aplae i ON B L s•r O C K /O 5 6 07' .3 L0T 2 'Cori . 1 •o. W � PE M� b GAS AI'�i 5 . rweov+ 9,> Ste., •A"°'� �C ,',; wqy' /NOG vl'Kd�Y �e O-9T .va7V: AM-Aa.IXd.VIt.. J°r !!AY sac ,,rovs. Fl f T?UIT TITS. R�IE1C (kRMED'UWFA MY RESFONs*x N:i51EfTS THE MINIMUM IEGENO: TECHNICAL STANDARDS FOR LAND$$.RVI �fN l CRD-ANCA YYRH CNItPM 616(7-* 'lt�ENISTR*ATNE CODE AK RrM n rit Er'r'VED (PURSUANTTO WTION 47Z OV,FLb"A STATUI'�),) PURTNeR CERTIPVTHATTH AR[AOV4VbUMROAOM• MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON TKS SURVEY • in"P•lifl llX•N oELOOD yr�•r�••N•L.•.»� TME LOT SMOwN M"ww AS IN PLOOO 5.01, 664LD"XtEr ""Lm 3x " AS INO" IN"I aoo0 INSYRANO{Mn CU► .., IATES,iNC. o orm"a.0 MAO MAP.Co►nruwrr.A rw +mo7t+- .. OLSiQ9E J! i� v(4 iu nao7 „•e1"Um e ' iF 1997 0 . s *GOTora ew�rrw Cl "New aexae" ,ao �.� 9G. [.L POW go ,�v of Atlantic Beach `SCALE: w 30' "O *lC pwrofNOV" ilding and Zonin fMM A A1141C ._e.0 roar a oo ft"&AM g +—"— MAW NELC 900k 506 PO FXe�e soon 7= Po• 1 Tat traft of OrruponrU (situ of Atlantic Ncac4 — 41oribtt Department of 'Nntlf Yng Inspection IThis Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard .Building Code certifying that at the time of issuance this structure was in compliance with the 4 various ordinances regulating building construction or use. For the following. Use Classificatiorl,, Single Family &esidence Bldg.Permif No. 13581 Group w.frame Type Construction S/f Fire DistrictAtlantic Beach Pulte Home Corp P illips Highway Owner of Building P Address J� er�r��1_2 2 f)�6 Building Address 470 Orchid St. Locality Atlantic Beach, FL 32233 By: DON C. FORD Builds g Offi sal Date: _ "f POST IN A CONSPICUOUS PLACE ;1 i . . . . . . CiTY OF r?O)l Date— �' — — —--- Permit No. — Ti7 1.rr Uvi�d -- �_- ------ JCb AddrBs, LOCaII Owner's (� Name l..E3lP3G C 7 C TETE : EQPLUPABIPIC —.P l= -1.111CrAL .. q Fooling Rough Wiring _ Rough Air _ Re Roofing Slab Temp Pole Top Out C. Heating Insulation Lintel Final Sewer Fire Place Pre Fab READY FOR N"'PECTION Mon. Tues !'od. Thurs. Fnda ____ PM. Inspection Made CITY OF --. �f'9 i+N•'.` Ji U{^i� NS��t flF �f°)0 a yr r' tGC. ___ Na r _ ---- C retractor _ -- BUILDING CONCRETE EL�_CTPICAL PLUMBING MECHANJ!CiaL F 'tl,,g Fooling Rough'Ninng rcxulh :fir Gond. & Re Roofmg Slab Temp Pcle op Out Heating Insulation Linfei Fina`: Fe:^'er Fire place Pre Fab READY FOR INSPEC�HON Mon. Tures" M'Id4 -o _ ,S o - Tatifirate of Orrupanq Tito of Atlantic +StaE4 - Yloriba Department of Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family, Residence Bldg. Permit No. 13581 Group w.frame Type Construction s/f Fire DistrictAtlantic Beach Pulte Home Cor 8081 Phillips Highway Owner of Building p Address jacks nvzlz@, FZBuilding Address 470 Orchid St. Locality Atlantic Beach. FT. '122TI By. DON C. FORD y Building Off, ial Date: '� I POST IN A CONSPICUOUS PLACE i7 /_ i 7 DATE: , PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC; AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : ---=-- i ------- ✓—' ---------------------------------- -- I ------ ------------------------------------------------- ------------------------------------------------i I ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc :FILE CITY OF >*clic Fead - �'&ud4 300 SEMINOLE ROAD �_^ �i ----- -- -- ATLANTIC BEACH,FLORIDA 3223:3-5445 TELEPHONE (904)347-5300 FAX)904) 247-5805 SUNCOM 352-5300 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sincerely, / Building Department CETT` OF ,�,/p! �j� ).��+ P�I iiic '�•7��M'v i...w+,�•:c.T�.e'y Y:NRJLO' Office of Buitding Official REQUEST FOR INSPECT ION Date------- Permit No. _ = ---- — Time d A.V: Received __ _ _�___� PM. Job Address Locality Owner's 7 Name __ ___Contractor BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Fo Rough Wiring I Rough Air Cond. & Re Roofing L1 Slab ` '° Temp Pole f Top Out Heating Insulation Lintel Final Sewer I Fire Place C Pre Fab READY FOR INSPECTION A.M. Mon. Tues. /� Wed. Thurs. Friday J/ A.M. Inspection Made __ _ __�� P.M. Ir�,Dctor Final Inspection Certificate of Occupancy Date - 993-3 ��v CITY OF 4&1 a4c Be A-haat Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Rece ved P.M. Job Address Locality Owner's Contractor BUILDING `"' �&/Name CONCRETE ELECTRICAL PLUMBING MECHANICAL FramingEl Footing ❑ Rough Wiring F=i Rough Air Cond. & C Re Roofing E Slab ❑ Temp Pole G Top Out _ Heating Insulation { Lintel ❑ Final C' Sewer Fire Place ❑ READY FOR INSPECTION Pre Fab ( Mon. j Tues. Wed. Thurs. Friday 517 A.M. Inspection Mada 57 — 7 _P.M. Inspector" — Final Inspection Certificate of Occupancy Date __ , I 0 4PAIttMiNt OF SUIL01,144 r CITY OF ATLANTIC BEACH PERMITINFORMATION LOCATION INFORMATION I rtd b >w: I3 15 A"ddres"s %' ORCHID STREET adt,>Izoit Type.PLt lBINC ATL N IC BEACH_ FLORIDA X2213 � I Wc� k:NEW _ -- LEGAL DESCRIPTIONss of � � nstr ,. TYTe-WOOD FRAME, B k. 04 Lot "2 op oaed ie; SINOLE FAMILY �e �ti�r�. � �ubdr R>G��; 0 i { , 11 u1 r , on BE H Est , l . 0 - pin . 0 t b 0 Total Amount 1� 7 .00 - AP FEES ION " rvkAT1,014 IT, N 411 as �. L •' Y+t';a✓` + gyp` 'd L ♦ : "pd, L€ '1 , ,i� .f, ary ha; y ,?, y rv'.3 ,I t P .''�+ yrs°9� i t iJ X Y` �"rfi 7. � 9Xa.P y[f s A AT a. 2 BLVD. a " AACK, FLA, `: C# x EXP � d� N �ES` 1 k tpi f " i A fi Nc iii --ALL CONCRETE FARM$AND F00TINQ8 MUST BIE 1 1SF$ ,IIED BiEFONE POUR104 iA PERMIT VOID SIX MONTHS AFTER DATE.OF ISSUE t; �JILDING N1ATEf$#i4L,RUBBISH ANO DEBRIS FROM THIS WORK MUS':N"OT BE PLACEt� IN PURL.#C SPACE,AND MOST BE . EARED UP AND HAULED'AWAY SY11THER CONTRACTOR OR OWNER � FAILURE.T0 COMPLY WITH THE MECH�NIC3' LIE LAW. CAN RESIN 'T 1N I ' ;'HE PRO , R"TY'�3�i N R PAYING TWICE FOft'� � 1 . 1�APR� W"N S." t SUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT`AND'SUBJECT TO REVOCATION FbR. OLAtIONQF"A PLICABLE PREIVISIONS OF LAW. 7. 4 k p A /v7797 IT jwcf!�RTJ ` l A j.ANTIC BEACH,BUILDING DE RTMENT CHEM l@BQ CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 22 (� (� Q JOB LOCATION: J l D OWNER OF PROPERTY U I BUILDING CONTRACTOR: - `�V\G-�Y PLUMBING CONTRACTOR DON HARRIS PLUMBING rn AND ADDRESS: P. 0, BOX 1 .663 TELEPHONE NUMBER: (904) 772-0900 C F C - 41919 4 STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: I HOW MANY OF THE FOLLOWING FIXTURES INSTALLED I` SINKS ` SHOWERS LAVATORY r WATER HEATERS BATH TUBS t _DISHWASHERS LURINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS _ SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ i "----------------------------------------------------------- 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 CITY OF ATLANTIC BEACH, FLORIDA APProv94 by APPLICATION FOR ELECTRICAL PERMIT 6 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _ 3 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELE TRIC EGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. L - Q 01 13 Munson and Bryan Electric Co. ELECTRICAL FIRM: MA611SA-1-LEGfRIGYMNSIGNATURE NAME Puf ADD RFD BOX -t- BLDG.SIZE S Vl C V k 1 BETWEEN: RES. ) APT. ( 1 COMM. ( ) PUBLIC l 1 INDUS. ( 1 NEW ( ! OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW(>. INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE a/ �So AMPS COPPER ALUM. SWITCH 0 BRE KE AMPS PH 3 W -!2 �VOLT 0djak RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.70 AMPS, J 1•100 AMPB. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMP{, OYCR APPLIANCES i I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS �CEIL HEAT: KW-HEAT S� v OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. N0. I KVA I.I I N0, IKVA NO. NEON TRANSF. NO. VA. I MA. I I MOTOR SIZE SWITCH FLASHER EACH SIGN — FORWARDED S TOTAL FEES PSR ( r DEPARTMENT OF BUIWING r t CITY OF ATLANTkCEACI.1 RERMI3 INFORMATION ------ �. . -- - LCIE'A't'ION INFORMATION - - I Permit t unbe�r: 237 2 Addr�s I* ORCHID STREET I m . *:MECHAN I AL LST C BEAMf FLOR I DA 32233 LEGAL DE5CRIPTIOM ss c Walk;Nzw _e _ i nstr . Type:WOOU k��E �Slc�ck:1t34 Leat : : 'i'! P; Pca Uoe-SINGLE FAMILY ectic n: I9 Subc Dwaellincl : 0 subdi2vtsiono- ECTION W Est . V14e: 0 ,UOq p „ tov .. tip t . 0 .00 v: Total F 43 .0 a 43.0 )at97 n f 9 Wni fk�JqI ' ION . . APPLICATION P xn ;� A T' E}N I�ElTT �43.CBEs A d ' A � I C H'� AY �� L LORIDA 32 . . re,' sff "r.aN3r" t ap` � ns pion y y�y{ N INO t A� :s,'�OND. dr- 46 50 E?Rtt� FLORIDA 32073 7 Expl . 6 ipip t f NEVES: f ± i c r 1 l 1 NOTICE—ALL CONCRETE�Ft�RM&�ANQ fOOTINQ�B.MUST BE I1�, �ECTEID BEFORE POURING i fv PERM-IT VOID SIX MONTHS AFTER DATE OF ISSUE i. !11—DI G MATERIAL,RUBBISH AND-DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MAST BE CLEARED UP AN HAULED,AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICR� LEEN LAW CAN RE �I .T IN ME PROP RTY OWNER PAYING TWICE FOR 13 IL I PIG IMPRQi/EMEN1'E►," SUED AACCOA ING TO,APPROVED.FLANS WHICH ARE PARI' Of THIS PERMIT AND SUBJECT TO REVOCATION FOR ' _0 rLICABIE P �tiSt3NF LAW. if � BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to compleie all items in sections I, II, III, and IV. LOCATION Street Address: _ OF Intersecting Streets: Between And BUILDING _ /y-/ a z±- g Sub-division II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacILed plans and specifications which are a part hereof anc in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of MechanicalMcGowan ' s Heating & Air- Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name of ` / M-48 Property Owner !�/ Signature of Owner Signature of or Agthor'I:ed Agent /C ( Architect or Engineer III. GENERAL INFORMATION A. Type of Mating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON � [.uric THIS BUILDING OR SITE? Q bat—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Oil PERMIT 57 Q Other — Specify IV. MICHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK e (Provide complete list of components on back of this form) Residential or ❑ Commercial Mut ❑ Space ❑ Recessed )1� Central O Floor New Building Air Conditioning: ❑ Room Control ❑ Existing Building DYcI System: Material �/Th;iknN� � ❑ Replacement of existing system Maximum capacity n da c.f.m. New Installation(No system previously installed) Q Refrigeration Extension or add-on to existing system ❑ Other — Specify Q Cooling tower: Capacity Q Fins sprinklers: Number of heads Q Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY Q :Gasoline pumps (number) A. Tanks (number) Remarks Q LPG contain*K (number) 0 Unfired pressure veaei Q Sellers Permit Approved by Dam Other — Specify Permit Fes— LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer c 'iy wAgIney Q / MATING - FURNACES, BOILERS, FIREPLACES Number Volts Description Model Number Manufachuw (9m) A � ,Us TANKS Aon many Now1w Capacity Type Liquid Name of Serial Approving and Dlmeodoos Contained Manidacturer No. encT -!�q. _ _ CITY OF Office of Building Official /5 7 REQUEST FOR INSPECTIO Date___ Permit N Ti e A.M. Re _.y !' _P. 74 -; Job Address .,,L6 ocality f a Owner's Name `� ./ -- — Contractor BUILDING CONCRETE ELECTRICAL PLUMBING �� ECHANI AL Framing Footing Rough Wiring ugtt f Air Cond. & Re Roofing - Slab Temp Pole Top Out ❑ Heating Insulation _ Lintel Final Sewer 0 Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday A M "IA lrsp�ctior Made _ _ A.M. (�` � _A.M Poors� --jry Final Inspection P --- -- ----- — —-- Certificate of Occupancy C Date PSR oEPARTMENT OF 81J1LQINIG CITY OF ATLANTIC BEACH -� » , rmit er: 1351I Add rei44, ' 7-40 �Im4-ORCH I D FREE P it TY ae:BUIL?3I G ATLANTIC BEACH. FLORIDA 3:233 + ass + Wokk:It1EW _.. ..-_ - LEGAL ,DESCRIPT`ION onstr . Ty e:WOOD FRAME �Block.'* 1,04 Ls�t: 2 � � . _. Twp, 0 roosed a e:SINGLE F'AMIL B t aid,.. Subd`: ng osa 21 in : C? Subd vision..SECTZC}» H Est .i.mprov. CoValt : 4�7 r,800«0£I Total Fe : a 5/1997 It kDHSE Hsi 1094 � ` 1D ALICATIt� i' FEES Name PPPut ATIOW A d r, - ` I I Vii'A"`I' FEE' 41F0 .(3 fl 'cn F'i.SR }A 3 2 SEMS T EEE l, Q s p � �j ' ," Ft FORMATION RADON_CAB 5� tJx: 27 I i H e Pu �B ORATIO "'.., .. CAPITAL :IMT+Rt YE, 3?a>t}ffi A C H I P GHRAY S ITE 14 SEWER TAP T�,,. Ci�ViT DC4' ...,. ...M ' :Y41 o: C Ct 8 E; P ` SEC H tupicT�' st 'T ? 3CCHT» `ACHAHCEh�," "' SCIIAR�3E/ATL»BCS. . j4 93 MO S. I k i i nloTtcE -ALL COIvcRErE fORMs alio FoonK s must at, PEcrso BE ORE aouslNa S PERMIT VOID SIX MONTHS AFTERDATEOP4,S-SUE ak j BU DING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLAT P'IN PUBLIC SPACE AND MUST BE CI.I ARED'UP AND HAULED AWAY BY EITHER C'ONTPACTQR OR OWNER ± 4A ruRE ► C©MR .Y w ITN THE MECHANIC r W C� In� a E PROPE tTY Vhf h PAYING TWICE © f� i1Y�NGi L�'` RiM/vEMENTfr!! 1 IB ED ACCORDINGTO APPROU�D PLANS WHICH ARE•PART OF THIS PERMIT AN' SUBJECT TO REV©GATldt+l'F fl pri "I1€3 i C�#�APP ICABLE PRQVI�IO OF LAW. .0. stdr. JLA I " ACH BU LDI.NG DE R -NT r Tf CITY OF Office of Building Offtc REQUEST FOR INSPECTION Date `, Permit No. Time A.M. Received P.M. �b A-� lit / y Na Owner's p � Name Contractor CONCRETE ELECTRICAL PLUMBI G) MECHANICAL Framing Footing Rough Wiring on Rough Air ` Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place 1_7 Pre Fab READY FOR INSPECTION _ A.M. Mon. Tues. /mss Wed. Thurs. Friday A.M. aectio^.Made /// -- ((( /— — — — P.M. Final Inspection Certificate of Occupancy C -- TRANSMITTAL DOCUMENT FOR JEA DATE: 5--9'� 7 The following permits have passed "rough" inspection: Permit No. Address 53 CA4tC,,,, RA=R=e3d,cex,o=xX2x.kae* Please update your records accordingly. Th a k yob, BU-I LDING_CL�Rk CITY OF ATLANTIC BEACH jvcb 115-P1 ITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 O rL C rf I n Date Heated Square Footage 09 @ $ 39.60 per sq f t Gara /Shed @ $ .0o per sq ft = $ Carport orc O @ S / 7.00 per sq ft- Deck tDeck 0 @ $ per sq ft = $ d Patio y0 @ $ per sq ft = S 3 d do TOTAL VALUATION : $ 42 ?go 147 , � g� / S oo $ / s. 00 Total Valuation 1st $ lo00 o _ 3s'.00 .13s'.o0 Re ' ng Value $ *a per thousand o portion thereof TOTAL BUILDING FEE $ 50.00 + 1/2 Filing Fee $ / .ZS��o (� ) Fireplaces @ $15 . 00 $ /S• do BUILDING PERMIT FEE $ 39a•�© WATER IMPACT FEE $ H10 .00 SEWER IMPACT FEE $ / ,25-0-00 WATER METER/TAP $ 8 C.U O CAPITAL IMPROVEMENT S 32 r-00 SEWER TAP S__ - 0 - (109q) RADON (HRS ) . 0050 S SECTION H PAVING HYDRAULIC SHARES - CROSS CONNECTION $� 3S•0 0 _ (/Opp SURCHARGE 0050 s x193 . S-g OTHER $ - D 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 : CITY OF ?RO?ERT/ DESCRIPTION �ll�itCG �t'C1Cl - 7,,!4:CliQ EC IV E 800 SEMINOLE ROAD L,ot r__ o------Block R LL Section R�_______- ATLANTIC BEACH.FLORIDA 32233-5444 --- 1997 TELEPHONE(904)247-5800 �A MAS 6 7 FAX(904)247-5805 Subdivision: QL___-Lv L- City of Atlantic Beach. Street Name Bulldln9DP.d Zoning �- �CRIPTION OF WORK or Address:` - _ tiC-i -_ --__ .� _______ i If in a FLOOt HAZARD Flood Zone:--------------1area complete page 3. Brief Single Family Dwelling Description: _ Class of Work: (New/Remodel/Addition)-- New-------- Z011ING INFORMATION Type of Construction: Zoning Proposed District: P U DM__Use: Sin& e F am i 12_ Residence Estimated Value S_ •�� Exceptions or Materiala: Spruce� Pinel Fur:_S_ Pine #: Variances Granted: --------- ------------------------- Solid or ------------------------------------------ Filled Grounds_F'11lEd......Root:_ahlIIglas.-- OXNER INFORMATION Method of Heating:__,1.(<GtLlg________ Property Owners_Pulte Home Corporation Phone:_ 733-7300 _,,•,f________wj? _ Moiling Address_---.._ Jacksonville, Fl. ____ Zip:__ 32256 - CONTRACTOR INFORMATION T. Contractor: Pulte Homeo_goraton Phone:_ 733-7300 _____________ Hailing --_--_- Addrega i__ ang I ph j 1 1 i nc ,$y ,__��__.__.��.�_M�----- .� Tadk on lle�Fl. ------- ------- zip: 32256--------- CG-C057891 Expiratiot�_31-98 License Numbers ------------------ Da tat-------------- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO DE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS-TYPE OF WORM. VILL EE COMPLIED WITH. WHETHER SPECIFIED HERCIN OR NOT. THC GRANTING OF A PERMIT DOES NOT PRESUMr To `]^IhYj�dYif�► GIVE AUTHORITY TO VIOLATE OR CANCEL. THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES. � . �. REOULATIONSy ORDINANCES. OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR Tiff. PERFORMANCE OF CONSTRUCTION.OF THE PROJCCT. I UNDERSTAND THAT TUC ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THC ANOVC INFORMATION 8EIHO TRUC AND CORRECT AND THAT THE PLANS AND SUPPORTIHG DATA NAVE.DEEK OR SHALL BE DED AS REOUIREO. R SOvner Signature _ - __Date _ Contractor Signature-- - ------ ,�vC - -! �.�. �1 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. �- BATHROOM GROUP CONSISTING OF SERVICE _SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) 1 2- WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) • URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) 1 WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _,—DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINX WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) D BIDL (�) URINAL STALL, WASHOUT (4) FLUSHING KIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (I/2) S~ SHOP (2) SURGEONS SINK (3) _LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS_—= Le $20.00 EACH $ 0 JOB INFORMATION_ 3 © 2 C , nerlartmort of Gommuntty Affairs SN : 7116 FLORIDA ENERGY T-',FF.I(­' [ENCY CODE FOR BUILDING CONSTRUC I"I.ON FORM 600A-93 ­-Wesidential Whole Ruilding Performi---.ni.-.-(-? Method A NO RTTI PROJECT NAME: 1094BUTLDER: N FC AND RESS : LOT PERMITT-1-NG ATLAo-.�CS�4C4- 1 CLIMATE OF UICE: BSI. : ZONE: 'q, C'J,C. PERMY.17 NO , 65-76 : JURTSD7:CT_fON N() .,A6110 CK 1 . New const:ruc tion or addition 1 . New Construction 2 . Single fami .1-y- detached or Multifamily attached 2 . S i.n g.l. F am il.y 3 . Tf Mill t,ifamil.Y-No . of units 3 . 0 4 . I]:.f. Multifamily , ihc,�-.t s this a worst sc> (Yes/not 4 . 5 . Conditioned floor. area ( sq . ft . ) 5 . 1094 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 33 7 . Porch overhang length ( ft. . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a . Clear Glass 8a . 98 . Qs(-.Tft 0 . 00sqft b . Tint , film or sol.ar screen 8b . O . Osqft 0 - 0 0 s(T f t 9 . Floor type and insulation : a . Slab on grade ( R-value , perimeter) 9a . R= 0 . 00 , 163 . 00 ft 10 .Net Wall. type area and insulation : a . Exterior : 2 . Wood frame ( Insulation R-value) 10a-2 R= 11 . 00 , 923 . 00scIf t. b . Adjacent : 2 . Wood frame (Insulation. R-value) 10b-2 R=11 . 00 , 2 3 8 .0 0 s qf t 11 Ceiling type. area and insulation : a . Under attic ( In.sul.ation. R-value) 11a .R=19 . 00 62 . 00sqf t a . Under attic (I-nsulati-on R-value ) I1a . R=30 . 00 1102 . 00sqft------- 12 .Air distribution systems a . Ducts ( Insulation + Location) 12a . R= 6 . 00 uncond 13 .Coo ling system 13 . Ty-pe : Central A/C ------ SEER: 10 . 00 14 .1leziting System : 14 . Type : Heat Pump IIS PF: 7 . 00 15 .Hot water system : 15 . Type : Electric EF: 0 . 921 16 .Hol. Water Credits : Recovery , 16 . I)HP-Dedicated Heat Pump) 17 . Inf iltrat ion practice : 1 , 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan , CV-('rocs vent. 18 . HF-Whole house fan , RB-Attic radiant barrier , MZ-Mul.tizone) 19 ,EPI (must not exceed 100 points) 19 . 96 . 85 a . Total. As-Buil.t points 19a . 23182 . 52 b . Total Base points 19b . 23936 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- T Hereby certify that the plans and Review of the plan,-, and specif icat ions specifications covered by this calcu- covered by this cal.cul.ation indicates lation are in compl-tance with the compliance with the Florida Energy Florida Energy Cqde . Code . Before construction is completed this building wil.l be inspected for PREPARED BY comp lIance in accordance with Section DATE:---------------- 553 . 908 F . S . ot I hereby- certify that this bui1ding is in compliance with the Florida Energy Code . OWNER/AGENT: BUILDTNG OFFTCTAT,:--- 4-C DATE: L ........................... . *� INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** AMPGNENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRI:PTIVES . ---------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 . 34 CFM per l=inear foot of operable sash crack ( includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area: solid Adjacent Doors core , wood panel , insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked , gasketed , weather-stripped or other- & Cracks wise sealed . ------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE 01 A.NI1 THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed . Infiltration barrier & Floors installed . Sole plate/floor joint caulked or sealed . ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked , sealed or gasketed. ------------------------------------------------------------------------------- DuetWo.rk 606. 1 Ductwork in unconditioned space must be sealed . ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . -------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances . ------------------------------------------------------------------------------- ** OTHER E'RESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) roust be provided . External or built- in heat trap required . ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at SO PSIG. ------------------------------------------------------------------------------- Ai.r Distribution 610 . 1 All ducts , fittings , mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate .readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insu.lation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. . ------------------------------------------------------------------------------- SUMMER CALCULATIONS _-= BASE __= i =_= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS ; TYPE SC; ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 15 . 00 65 . 8 987 . 0 ; DBL CLR N 15 . 0 38. 3 . 91 522 . 8 E 33 . 00 65 . 8 2171 . 4 ; DBI, CLR E 15 . 0 79 . 7 . 88 1052 . 0 DBL CLR E 18. 0 79 . 7 . 75 1074 . 6 S 54 . 00 65 . 8 3553 . 2 ; DBL CLR S 20. 0 66 . 2 . 84 1112 . 2 DBT, CLR S 34 . 0 66 . 2 . 89 2010. 7 W 15 . 00 65 . 8 987 . 0 ; DBL CLR W 15 . 0 79 . 7 . 86 1031 . 3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / `.TOTAL GLASS = ADJ. x GLASS = A.DJ GLASS ; GLASS AREA AREA. FACTOR POINTS POINTS ; POINTS ---------------------- --------------------____--------------------------------- . 15 1 ,094 . 00 117 . 00 1 . 403 7 ,698. 60 10, 797 . 78 ; 6, 803 . 67 NON GLASS------------ AREA x BSPM = POINTS ; TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 928 . 0 . 9 835 . 2 ; Ext Wood Frame 11 . 0 928 . 0 1 . 70 1577. 6 Adj 238 . 0 . 7 166 . 6 ; Adj Woad Frame 11 . 0 238. 0 . 70 .166. 6 DOORS---------------- Ext 20 . 0 6 . .1 122 . 0 ; Ext Insulated 20 . 0 4 . 10 82 . 0 Adj 18. 0 2 . 4 43 . 2 ; Adj Insulated 18 . 0 1. . 60 28. 8 CEILINGS------------- UA 1094 .0 . 6 656 . 4 ; Under Attic 30 . 0 1102 . 0 . 60 661 . 2 Under Attic 19 . 0 62 . 0 1 . 10 68 . 2 FLOORS--------------- Slb 169 . 0 -37 . 0 -6253 . 0 ; Slab-on-Grade . 0 169 . 0 -41 . 20 -6962 . 8 INFILTRATION--------- 1094 . 0 8 . 0 8752 . 0 ; Practice #2 1094 . 0 8 . 00 8752 . 0 TOTAL SUMMER POINTS 15 , 120 . 18 ; 11 , 177 . 27 -_-__-_-__----_---____-- TOTAL x SYSTEM = COOLING ; TOTAL x CAP yx-DUCT xVSYSTEM x~CREDIT = COOLING SUM PTS MULT POINTS ;' COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15 , 120 . 18 . 37 5 , 594 . 47 ; 11. , 177 . 27 1 . 00 1 . 070 . 340 1 . 000 4 ,066. 29 WINTER CA.LCU.LA.`I. IONS --= BASF, __= i -_= A.S-BUII.,T GLASS---------------- ORIEN AREA x BWPM = POIN'T'S ; TYPE SC ORIEN AREA. x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 15. 00 -10. 6 -159 . 0 ; DBL CLR N 15 . 0 7 . 3 1 . 13 123 . 7 E 33 . 00 -10 . 6 -349 . 8 ; DBI., CLR E 15 . 0 -9 . 2 . 67 -92 . 5 DBL CLR E 18 . 0 -9 . 2 . 33 -54 . 5 S 54 . 00 -10 . 6 -572 . 4 ; DBL CLR S 20 . 0 -28 . 4 . 92 -525 . 1 DBL CLR S 34 . 0 -28 . 4 . 95 -920. 5 W 15 . 00 -10 . 6 -159 . 0 ; DBL CLR W 15 . 0 -9 . 2 . 63 -86 . 5 _______________________________________________________________________________ . 15 x GOND. FLOOR / TOTA.L, GLASS = ADJ. x GL.A.SS = ADJ GLASS ; GLASS AREA. AREA FACTOR POINTS POINTS ; POIN'T'S ------------------------------------------------------------------------------- . 15 1 ,094 . 00 117 . 00 1 . 403 -1 , 240 . 20 -1 , 739 . 46 ; -1 , 555 . 33 NON GLASS------------- r AREA x BWPM = POINTS ; TYPE R--VALUE AREA x: WPM = POINTS -------------------------------_-_-______-__-__--_--_---------------------------- WALLS________________ r Ext 928. 0 2 . 2 2041 . 6 ; Ext Wand Frame 11 . 0 928. 0 3 . 70 3433 . 6 Adj 238. 0 9 . 6 856. 8 ; Adj Woad Frame 11 . 0 238 . 0 3 . 60 856 . 8 i DOORS---------------- r Ext 20 . 0 12 . 3 246 . 0 Ext Insulated 20 . 0 8 . 40 168 . 0 Adj 1.8 . 0 11 . 5 207 . 0 ; Adj Insulated 18. 0 8 . 00 144 . 0 r t CEILINGS------------- UA 1094 . 0 1 . 2 1312 . 8 ; Under Attic 30. 0 .1102 . 0 1 . 20 1322 . 4 Under Attic 1.9 . 0 62 . 0 2 . 00 124 . 0 r FLOORS--------------- Slb 169 . 0 8 . 9 1504 . 1 ; Slab-an-Grade . 0 1.69 . 0 18 . 80 3177. 2 i INFILTRATION--------- 1094 . 0 7 . 4 8095. 6 ; Practice #2 1094 . 0 7. 40 8095. 6 TOTAL WINTER POINTS � r 12 , 524 . 44 ; 15, 766 . 27 TOTAL x SYSTEM HEATING- ; TOTAL� -x CAP-x DUCT�x�SYSTEM-x^CREDIT r= BEATING WIN PTS MULT POINTS ; COM.PON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 12 , 524 . 44 . 55 6 , 888. 44 ; 15 , 766. 27 1 . 00 1 . 070 . 484 1 . 000 8, 165. 04 WATER HEATING - _ BASE _-= i --= AS-BUILT NUM OF x MULT = TOTAL, ; TANK VOLUME -EF- -TANK--x-MULT x: CREDIT- =-TOTAL BEDRMS ; RA.'T'IO MUL`l' ------------------------------------------------------------------------------- 3 3803 . 0 11 ,409 . 00 ; 30 . 92 1 . 000 363€3. 7 1 . 00 10 ,9.16 . 00 SUMMARY _-= BASE __- ; --= AS-BUILT COOLING BEATING HEATING---HOT-WATER -TOTAL-- ; -COOLING--`=BEATING i==HOT-WATER --TOTAL POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 5594 . 5 6888. 4 11409 . 0 23 , 891 . 81 ; 4066 . 3 8165. 0 10916. 0 23 , 147 . 33 * EPI = 96 . 88 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed , ask your Builder for FPT= 96A DCA Form 600A-93 or Form POOH-93 0 10 20 30 40 50 60 70 80 90 100 ------_-----_--------------------------X-- ' The maximum allowable EPIC is IGO . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM DOME VALUE Low Efficiency High Efficiency SINGL CLR DEL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X-------- INSULATION ------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 i --------------------X ! R-O R-7 Wall R-Value . . . . . . . . . 11 . 0 ; --------------------X; R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 ; X-------------------- ; AIR CONDITIONER . . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER. . . . . . . . . . . . . . . . . . . . . . 10 . 0 ; X-------------------- ; HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 11SPF 12 . 0 Electric BSPF. . . . . . . . . . . . 7 . 0 --------------------- � WATER BEATER. . . . . . . . . . . . . . . . 0 . 88 0. 96 Electric EF. . . . . . . . . . . . . . 0 . 92 i ----------X---------- : 0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0 . 00 : --------------------- 0 . 40 ---------------------0 . 40 0. 80 SolarEF. . . . . . . . . . . . . . ; --------------------- ; OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address: - V1�-1-4 <4 Signaturej4U0 (, AA4 Date : 01 oLJ-g� 3 , SCity/zip G Florida Ener Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SER'CAL # 7116 * ResmanuJ(c) * 0`L-09-1997 WHOLE HOUSE HEAT GAIN / BEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES (BASED ON A. C. C.A.. MANUAI, J - SEVENTH EDITION (c) 1.986 by A.C.C .A. ) Project name 1094 Address 2/104 ATL BEACH WEST City/State Owner Builder' Pi. 1,TE HVAC contr. McGOWAN' S Cond Fl.r Area: 1094 SF * GI.,ASS/SF RATIO = 11% * House Faces: Fast * Climatic Conditions & Design Conditions * ----------------------------------------------------------------------------- Geographi.ca.l Location : Florida ; Jacksonville ----------------------------------------------- ---------------------------- North Latitude / Elevation ; 30 Deg . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb ; 32 Deg . F Indoor Winter Dry Bulb ; 70 Deg . F Winter (Actual) Temp .Diff. ; 38 Deg . F Winter Temp . Diff. (wTd) ; 40 Meg . F Outdoor Summer Dry Bulb 94. Deg . F Outdoor Summer Wet Bulb ; 77 Deg. F Outdoor Summer Bum. Ratio Gr/Lb ; 114 Indoor Summer Re.lalti.ve Hum. ; 50% Indoor Summer Design Gr/Lb. 49 Indoor Summer Dry Bulb ; 75 Deg . F Summer Daily Range i 19 .Deg . F - M Summer (Actual) Temp .Diff. ; 19 Deg . F Summer (User Sell Temp .Diff. (sTd) ; 20 Deg . F --------•-------------------------------------------------------------------- * HEATING SUMMARY * PULTE .DA`.I' * COOLING SUMMARY * SUBTOTAL 19734 . 4.0 ; STRUCTURE SENSIBLE 1.0102 . 10 MECH.VENT- 100 Cfm 2090 . 00 ; SENS . + MECH .VENT 1.21.92 . 10 TEMP. SWING @- 3 DEG. 1 . 00 ;OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 986 . 72 ;DUCT GAIN 1519 . 21 TOTAL, LOSS/BTUH 20721 . 12 ; TOTAL SENSIBLE 16711 . 31 ; TOTAL LATENT 6416. 50 ; SENSIBLE + LATENT 23127 . 81 20% OVERSIZE FACTOR 4144 . 22 120% SENS .OVRSZE FTR: 3342 . 26 A.CTUAI., + 20% OVERSIZE: 15192 . 10 ; SENS . + 20% OVERSIZE: 20053 . 57 'BTG' FTR = 43 . 2 CLG FTR = 22 . 7 ; CLG DESIGN CFM 736 . 83 * EQUIPMENT SELEC'T'ION * EQT MANUF CARRIER CU MOD # 38YCB024-3 ABU MOI) # FA4ANF0300 HTG INP/BTUH BTG OUTP/BTUH AFUE/HS.PF 7 TYPE HP SENSIBLE BTUH 18000 LATENT BTUH 6200 TTI., CLG BTUH 24200 TONAGE 2 (S)EER 10 CLG CFM 1000 BTG CFM 1000 SERIAL # 7116 * 1.esmanuJ(c) * 02-09-1997 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/90(c) DATA FILES (BASED ON A..C.C. A.. MANUAL, J - SEVENTH EDITION (c) 1986 by A.C . C .A . ) Project name 1.094 Address 2/104 ATL BEACH WEST City/Stage Owner Builder PULTE HVAC contr. McGOWAN' S Cond F1r Area: 1094 SF * GLASS/SF RATIO = 11% * House Faces : East: * Climatic Conditions & Design Conditions * -------------------------------------------_-_------------------------•------- Geographi_cal Location. : Florida I Jacksonville -_--------------------------------------------------------------------------- North Latitude / Elevation I 30 :Deg. / 24 Ft. Above Sea Level- Outdoor evelOutdoor Winter Dry Bulb I 32 Deg . F Indoor Winter Dry Bulb ; 70 Deg . F Winter (Actual) Temp .Diff. I 38 Deg . F Winter Temp . Diff. (wTd) ; 40 Deg . F Outdoor Summer Dry Bulb ; 94 Deg . F Outdoor Summer Wet Bulb I 77 Deg . F Outdoor Summer Hum. Ratio Gr/Lb I 1.14 Indoor Summer Rela.ltive Hum. I 50% Indoor Summer Design Gr/Lb. ; 49 Indoor Summer Dry Bulb ; 75 Deg . F Summer Daily Range I 19 Deg . F - M Summer (Actual) Temp .Diff. ; 19 :Deg . F Summer (User Sel ) Temp .Diff. (sTd) I 20 .Deg . F ---------------------------------------------------------------------------- * HEATING SUMMARY * PULT.E .IAT * COOLING SUMMARY SUBTOTAL 19734 . 40 ! STRUCTURE SENSIBLE 1.0102 . 10 IMECH .VENT- 100 Cfm 2090 . 00 SENS. + MECH .VENT 12192 . 10 ITEMP. SWING 0 3 DEG. 1 . 00 !OCCUPANT/APPLIANCE 3000. 00 DUCT LOSS 986 . 72 !DUCT GAIN 1519 . 21 TOTAL LOSS/BTUH 20721 . 12 ( TOTAL SENSIBLE 16711 . 31 ( TOTAL LATENT 6416 . 50 ; SENSIBLE + LATENT 23127 . 51 20% OVERSIZE FACTOR 4144 . 22 120% SENS.OVRSZE FTR: 3342 . 26 ACTUAL + 20% OVERSIZE: 15192 . 10 ISENS . + 20% OVERSIZE: 20053 . 57 HTG FTR = 43 . 2 CLG FTR = 22 . 7 IC,LG DESIGN CFM 736 . 83 * EQUIPMENT SELECTION EQT MANUF CARRIER CU MOI) # 38YCE024-3 ABU MOD # FA4ANF0300 BTG INP/BTUH BTG OUTP/BTUH AFUE/HS.PF 7 TYPE HP SENSIBLE BTUH 18000 LATENT BTUH 6200 TTL CLG BTUH 24200 TONAGE 2 (S)EER 10 CLG CFM 1000 HTG CFM 1000 Truss Connections Plan 1094 "C" Pulte Homes, Inc Truss U lift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection T5 430 440 200 HDPT2 ; HCPLL ; HCPLL TYPICAL TYPICAL HDPT2 ; HC--- --LR- _— -- - PLLlTYPICAL T TYPICAL ALL OTHER'S <510 <510 (1) HCPLLlLR�- �- TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing paint. Toe-nail trusses to MI. Pt. with 4- 16d com. Typical TPP4 at sill and double plate at 32"o.c. (Capacity: 395 plf or 790#uplift for trusses at 2' o.c.) Nail with 8 - 10d com. HCPLULR Uplift Capacity: 510#; HDPT2 Uplift Capacity: 880# wl 8 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.a.N.) I I tr 9/97l ' Jeffrey K. Hulsberg P.E. (904) 886-2401 Truss Connections Plan 1094 "A" Pulte Homes, Inc Truss uplift Truss Stud to Double Stud to Sill Left Inter. Rigit Connection Plate Connection Connection ;T2 690 690 (2)HCPLL/_LR { TYPICAL TYPICAL l 76 500 500 HDP-T2-,-HCPLULR_ TYPICAL TYPICAL i T7 960 9_80 _RT_PGA8_30ts T N/A TPP4 on Post T8, T9 500 500 HDPT2 ; HCPLULR TYPICAL TYPICAL T10 920 920 RTPGA830ts N/A TPP4 on Post :ALL OTHER'S <510 —I <510 (1) HCPLULR t TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790# uplift for trusses at 2' o.c.) Nail with 8 - 10d com. HCPLULR Uplift Capacity: 510# ; HDPT2 Uplift Capacity: 880# w/ 8 - 8d com; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MTS27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) Jeffrey K. Hulsberg P.E. (904) 886-2401